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HomeMy WebLinkAbout43408-Z o�SU¢FFo�t TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT y TOWN CLERK'S OFFICE 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#: 43408 Date: 1/22/2019 Permission is hereby granted to:, Quinn, Timothy 63165 North Rd Greenport, NY 11944 To: make additions and alterations to an existing single family dwelling as applied for per ZBA approval. At premises located at: A� _ (�� 1 ����� 63165 CR 48, Greenport Y2 I 1 SCTM # 473889 poll 'FDr- q-,�L9"/g Sec/Block/Lot# 40.-1-14 Pursuant to application dated 1/4/2019 and approved by the Building Inspector. To expire on 7/23/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,144.80 CO -ADDITION TO DWELLING $50.00 Total: $1,194.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. ,5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy -$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. ,Tc_hu ayY j 3 , 2014 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 63165 CR 48 Greenport House No. Street Hamlet Owner or Owners of Property: Timothy and Geogrla Quinn Suffolk County Tax Map No 1000, Section 40• Block 01 Lot 14 Subdivision Filed Map. Lot: Permit No. Yf2 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ MOMKIW*'_� U" "Apeyan-t Signature 'p -.4 ` L BUILDENG PERMIT APPL.IC. 1ON C ECKL.LST DUHIDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: 765-1802j 2 �( Survey ( PERMIT NO. `1 J L`� u � Check septic,amm N.Y.S.D.E.C. Trustees Examined 20 Contact: Approved 20__L7 Mail to: R&N1 1 tamer Dis moved a&c AM)Ai 'p®-O lac bM Solt" DJAN - 4 2019 Bu I p Olst Qr DEC - 2011 APPUC T FOR BIT lin E ' *OF SOUTHOLD TOS OF S®t7Y� I,� D Date December ,20 17 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets e. P aeaate p1 P f she lee as carni to schedule. b. Plot plan showing location oflot and ofbuildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No buildhige Aall be die or used ire whole or in part for any pulposse w a -ever IMW a cewficate of u T is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applies agrees to oampIy with A applicable laws c es,building code,housing code,and regulations,and to adrait authorized inspectors on premises and-in budding for necessary inspections. (Signature of applicant or name,if a corporation) (MBilh6oaddress of gpgy1icW) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Architect Nam of owner of premises Tirnaft C. and Georgia P Quinn (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer fNamc and title of Corporate-of off) 0 a: Builders License No. 'r ` Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 63165 North Rd (CR 48) Greenport House Number Street Hamlet Com Tax Map No. 1000 Section 40 Block 01 Lot 14 Subdivision Filed Map No. Lot (Name) k =6 i 2. State existitIg use Qnd occupancy of premises and intended we and occuparn dfPtd "' " ' coii a- Existing use and occupancy Single Family Residential b. Intended use and occupancy Single Family Residential .3_ Nature of work(cbeck which applicable):New Buil ding Addition X Alteration X Rror Removal Demolition Other Werk (Description) 4. Estimated Cost $350,000 Fee (to be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1, total all floors, W D rtumkw of cam 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 61'-0" Rear 61'-0" Depth 35'-0" Height 27'-4" Number of Stories 2 Dimensions of same structure with alterations or additions: Front 61'-0" Rear 61'-0" Depth 35'-0" Height 32'-4" Number of Stories 2 S. Dimensions,of entire new construetiom Front WA Rear Depth Heim Number of Steres 9. Size of lot: Front 167.13' Rear 174.38' Depth 727.51'(east) & 680.71'(west) 10. Date of Purchase 6/26/2013 Name of Former Owner NoFo Properties Greenport LLC I 1 -t -S0 12. Does proposed construction violate any zoning law, ordinance or regulation: Yes, ZBA#5644 13. Will lot be re-graded No Will excess fill be removed from premises: YES NO 14-Nantes of` €�ofprrer Ting&Beofoa n Addregs, � � none No. Name of Architect Meryl Kramer AddresTO Box 1600,Southold,W 11971Phone No 631477-8736 Name of Contractor Address Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES X NO (Bluff) .v ff YES.SOLMIOLD 'N THRUSMEES PEPMTSAI AY BE REMMED 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. S- NT OF NEW FORK) COUNTY OF bdih /�u being duly sworn, deposes and says that(s)he is the applicant (Name of individual sig ' g contract)above named, (Contractor,Agent,Corporate Officer,VIO 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. swma tm - `s day Of 2B_a Notary Public Signature of Appli#nt CONNIE D.BUNCH Notary Public,State of Nevv York No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14,2 � FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: December 5, 2017 TO: Meryl Kramer(Quinn) 260 Horton's Lane Southold, NY 11971 Please take notice that your application dated December 1, 2017 For a permit to make additions and alterations to an existing single family dwelling at Location of property 63165 County Rout 48, Southold, NY County Tax Map No. 1000 - Section 40 Block 1 Lot 14 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII Section 280-116 A. (1), which states: ,'All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff. The construction notes a setback of 66.75 feet from the top of bluff, at its closest point. (;ZD?/ sized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. Southold Town Hall m BOARD MEMBERS OF SUU Leslie Kanes Weisman,Chairperson O�� Ty�l 53095 Main Road•P.O.Box 1179 h O Southold,NY 11971-0959 Patricia Acampora [ Office Location: Eric Dantes V ,c Town Annex/First Floor,Capital One Bank Gerard P.Goehringer �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento OIiYcou Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD el.(631)765-1809•Fax(631)765-9064 D APR 2 5 2018 RECEIVED N5 rrrrL. iJ� FTDINGS,DELIBERATIONS AND DETERMINATION PR 2 4 2018 MEETING OF APRIL 19,2018 1 ^, lit TOWN OF SOUTHOLD 0 S uthold Town Clerk ZBA FILE#7151 NAME OF APPLICANT: Timothy and Georgia Quinn PROPERTY LOCATION: 63165 North Road(SC Route 48)Greenport, SCTM No. 1000-40-1-14 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration 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 16, 2018 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 March 22, 2018. Based upon the information provided on the LWRP Consistency Assessment Form as well as the records available, it is the recommendation of the coordinator that the proposed action is CONSISTENT, based upon the assessment that proposed additions and alterations to subject dwelling would result in no additional ground disturbance or further encroachment farther seaward (on) grade than the existing structures.No additional lot coverage is proposed. SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT: This application was referred for an evaluation and recommendation. According to the information provided in a letter dated April 4, 2018, and following an inspection conducted on April 3, 2018, the agency evaluated that no resource concerns were apparent at the time of inspection. The agency commented that the bluff was found in fairly stable condition with dense overgrown vegetation cover and recommended that heavy machinery, equipment or supplies be stored or used a minimum of a 25 feet setback from the bluff top edge. It was further recommended that proper gutters and leaders and downspouts be outfitted on rooftops to compensate for runoff, and stormwater runoff should not discharge onto the ground surface; downspouts should be connected drywell. PROPERTY FACTS/DESCRIPTION: The subject parcel is improved with a one and two story frame house and garage, a wood deck and an in-ground swimming pool. The total land area measures 115,389 sq. ft. (2.649 acres) and measures 167.13 as it fronts County Road 48 along the southerly property line, measures 174.38 feet on the PaSe`2,April 19,2018 #fl51,Quinn SUM No. 1000-40-1-14 Long Island Sound along the northerly property line, measures 680.71 along the westerly property line and 727.51 along the easterly property line. All as shown'on survey prepared by Nathan Taft Corwin, III, L.S., last revised October 20, 2016. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-116 and the Building Inspector's December 5, 2017, Amended January 8, 2018 Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling; at; 1) located less than the code required 100 feet from the top of the bluff; located at: 63165 County Route-48, (Adj. to the Long Island Sound) Greenport,NY. SCTM#1000-40-1-14. RELIEF REQUESTED: The applicant proposes a series of alterations and additions to a single family dwelling which include the construction of new roofs over second floor additions, a trellis and first and second floor decks, at a bluff setback of 65.25 feet where the code requires a minimum of 100 feet. All additions are within the existing footprint and do not result in further ground disturbance. ADDITIONAL INFORMATION: During the public hearing, the Board requested that the applicant's representative consult with the Building Department to determine whether the height of the existing fencing surrounding the property complies with the Town Code. It was agreed that any non-conforming fencing will either be removed or will require the submission of a new application to the Zoning Board of Appeals for variance relief. On April 11, 2018,the Board received a letter from the applicant's agent,Meryl Kramer,Architect, confirming her discussion with the Building Department and stating that the applicant/owner will submit drawings for new fencing and/or a gate as part of the building permit process for the house renovations and will apply for variance relief as deemed required by the Building Department at that time. On February 3, 2005, File 5644,the prior owner of the subject parcel was granted a variance(alternative relief)for a rear deck to be located no less than 64 feet from the top of bluff. On February 19, 2015, the applicant received variance relief for a swimming pool located in the side yard with a distance of no less than 64 feet from the top of the bluff. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 5,2018 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 proposed alterations are limited to the existing structural footprint; therefore,there is no change to the existing bluff setbacks. The renovated dwelling will remain consistent with the neighborhood character of surrounding development since dwellings are typically located closer to the bluff than 100 feet. 2. Town Law 4267-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 home has a bluff setback of 64 feet and the proposed second story additions will sit over the non-conforming first story footprint.Therefore additional variance relief for the proposed vertical additions is required. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 65%relief from the code. However, the substantiality is mitigated by the fact that he proposed trellis and second floor Page 3,April 19,2018 #1151,Quinn SCTM No. 1000-40-1-14 additions will be landward and thus farther back from the bluff than the existing first story deck and swimming pool which received prior variance relief 4. Town Law X267-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. According to agency comments, no risks to the bluff and the surrounding environmentally sensitive area is anticipated. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and incorporate r the recommendations by the Suffolk County SWCD in their letter of April 4,2018. 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and the bluff status was 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 additions and alterations on their home 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 Goehringer, seconded by Member Planamento, and duly carried,to: GRANT the variances as applied for, as shown on site plan (page A-001) prepared by Meryl Kramer, Architect, last revised December 22, 2017 and the architectural drawings by Meryl Kamer, Architect labeled A-101 —A-103 and A-200—A 201 SUBJECT TO THE FOLLOWING CONDITIONS: 1) During construction, no heavy,1 machinery, equipment, or supplies may be stored or used at less than a minimum of 25 feet from the bluff top edge. 2) The applicant shall install proper gutters, leaders and down spouts to compensate for rooftop runoff. Stormwater runoff should not discharge onto the ground surface and downspouts should be connected to drywells, all as suggested by the Suffolk County SWCD and mandated by the Town's Stormwater Management Code. 3) Any non-conforming fencing on the subject property must be removed or the applicant must obtain a Notice of Disapproval from the Building Department and apply for variance relief. . That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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. Page 4,:April 19,2018 Of51,Quinn SCTM No. 1000-40-1-14 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. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals,may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman(Chairperson), Goehringer,Dantes,Acampora, and Planamento. This Resolution was duly adopted(5-0). Leslie Kanes Weisman Chairperson Approved for filing /a3 /2017 Scott A. Russell ,� DSIIIFQ'r 9'7C'01KMWA\-,T1E]R,. SUPERVISORI��1[A\lam�j � z A\G]EM]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 v^ 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PRojEcr INIyoLyE ANY OF THE iFoLLowiNc, Yes No (CHECK ALL THAT APPLY) ❑❑X A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ®❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑❑X E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. K]❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes ,in-kind replacement of impervious surfaces. If you answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #' 1�tr� Date District NAME Meryl Krar9VrAj9hitect 40 01 14 _ 1-1210 Section Block Lot FOR BUILDING DEPARTM T USE ONLY**** Contact information 6 477 8736 frdePhooe Reviewed By: - - — — — — — — — — — = - - - - Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — 63165 Route 48 ' Appro ed for processing Building Permit. St water Management Control Plan Not Required. Greenport, NY 11944 IFto' rmwater'Management Control Plan is Requiredrward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT S.C.T.M. # 1000 CHAPTER 236 (Property owner,Design Professional,Agent,Contractor,Other) �1' 40 01 14 Stormwater Management Control Plan CHECK LIST NAME. Meryl Kramer Architect Section Block Lot � a S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Ptmx P= Date: �k The applicant must provide a Complete Explanation and/or Reason for not providing 631477 8736 / Qr all Information that has been Required by the following Checklist! IFatwe Tdcrh—Number. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST NO :A] If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items If you need additional room for explanations, Please Provide additional Paper. a. Location &Description of Property Boundaries X 1== b. Total Site Acreage. 00 c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§2366-17(C)(2). Ej��IDRAIN�AGF `-•-�'L�' �, d. Test Hole Data Indicating Sol]Characteristics&Depth to Ground Water. �� Conta RE REQ e. Limits of Clearing & Area of Proposed Land Disturbance. �0 Bac ring at 765-156 1 f. Existing& Proposed Contours of the Site (Minimum z Intervals) �0 a ngineer's Certificatien .g. Location of all existing& proposed structures,roads, he drainage as been installed to Code. driveways,sidewalks, drainage improvements& utilities. ' e h. Spot Grades& Finish Floor Elevations for all existing& *D proposed structures. I. Location of proposed Swimming Pool and discharge ring. Existing pool with discharge ring noted J. Location of proposed Soil Stockpile Area(s). V k. Location of proposed Construction Entrance/Staging Area(s).1. Location of ro osed concrete washout area(s). �m. Location of all roposed erosion&sediment control measures. 0 SEDIMENT b CQf1te 2. Stormwater Management Control Plan must Include Calculations showing include but not be lim that the stormwater improvements are sized to capture,store,and infiltrate Well maintained Cons on-site the run-off from all impervious surfaces generated by a two(21 inch WIre Backed Silt Fencing, rainfall/storm event. -Seeding of exposed 3. Details&Sectional Drawings for stormwater practices are required for approval. S Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. X I 00 Silt fence b. Construction Entrance&Site Access. M== Existin driveway c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERING EPART NT USE ONLY **** Additional Information is Required. Reviewed & ! ® Stormwater Management Control Plan is Not Complete. I Approved By: � — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: - ! SMCP has been approved by the Engineering Department. FORM # SWCP C eck List -TOS MAY 2014 L,"�n 6 Town Hall Annex + Telephone(631)765-1802 54375 Main Road - Fax(631)765-9502 P.O. Box 1179 }�` Southold, NY 11971-0959 BUILDING-DEPARTMENT- N_O--TICE._O_ F-UTILIZAT- ION_OFTRUS.S,TYPE_CONSTRJGTION..PRE-ENG INE_ER—E- D� WOOD CONSTRUCTIONzAND/OR�TIMBER�CONSTRUCTION� - _ Date: fah u ArI3 , , 2019 Owner: Timothy_and_Georgia Ouinn Location of Property: _ -__ _ 63165_CR-48,-_Greenport, NY 11944- Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure X _ Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) Floor and Roof Ridge (PW) Signature:,. Name (person submitting is form): Meryl Kramer, Architect Capacity(check applicable line): Owner X Owner representative TrussReg115.doex Effective 1/1/2015 611 OIA"PiKET"PER 13 REFLECTIVE WHITE REFLECTIVE RED PAUTONE #187 r. It j It J 1/211 "S"T 'i R, IKE: The construction type designation shall be I?% "UP, gifflor SAV" X to. indicate the construction classification of the ' structure under IOES[,,G,,.N'ATT7, � 10 AF*.K -S1 TF RU, CT0RALI section 602 of the BCNYS coMPONES TS THAT ARE ,(OF TYPA�I STRUCTION TRUS4, FLOOR FRAMING, INCLUDING GIRDERS'AND BEAMS ROOF FRAMING UIL D ; gill P +LOOR AND ROOF FRAMMG,� r,` ,N-G 'STANDARDS-ANDCODES-,- ­_ . N' LL Z N 1 m l I I ► I l l I l I I o I l ► ► I ► I l I l l I I I ( I / w W ; ' i ► ' I ' ; iI li il �ry� ao 1 ml � I I ► If Il � I � II � II11 I I1h� Ln ¢ I I I I I I I I l I l I I I l I l 1 ( 1 I 1 I J L 1 �/�O EXISTING 4'HIGH METAL — �'g 1 I I I I I l l l I I I I I I , JMmNG NOE SFR MESH FENCING(APPRo . Z N Q w 1 �I 1 1 1 1 1 ( I I j I ( � L 2 \\ /h6 O�i�� END OF DEER FENCING a o uj 1 1 / l I III III 1 1 1 II,III I �G 51 sf 2 FLOOR WogD D . h j " LL] / / 11 / I I I I I [�E EMOVED 6 /" v* 3� o �OOF ON EXISTING i PROPOSED 2n FiAOR TO REMAIN I / p / GERERATOR NG FI IFLIOOR WOOD DECK& I TO R NI rw. ��•� / �w nd FLOOR l EXIST.CONCRETE 4g9 �o DDE IN. E OF EXIST. I DRIVEWAY 2nd DECK TO BE RL OVETp ng 1st fl. e', / /� / / / / / / / /� / .�/,P h 1 �� Z° r a s _ --T" ELEC.TEL. NO 2ND FL DECK I --- . / EMAIN O J l l l l r � ° l l ` r -+DW / PROJE NG FENCE- R ENCE + J b/ / I l l l / l / l / / // / l°�l l l �/ / +/-TX15' k ` `�^� / SEE DETAIL I I / / / / / / / / / / / g5t1 G R ADL MON(fiat roof) 4 (09) / / // / / / / / / // // /A9JDK G$ / /// / D+/-21.5`X30' 1 4 1 �i � o NCRETE WASHco O nd R ADDITION es IWW6WALK TOPSOILa;( MILE \ \ ARO EDS 2 R WOOp DE (h \ //`. EXISTING SBR SEPTIC S�SJEM(1000 \\ \\ \\ a ,� o! F / ` / // // / / , r ION(mr h� / ., / / / GALLON SEPTIC VK WITH X12 / / / N / � / / / / r •d k) I / �iCHING POOL)TO REMAIN, i / l l l l/ l / NEW_FL-AiTft00F ABOVE EXISTING " N m "' j a m , / ' NG JM IN"UN POOL �r - `�' / / / sf 1st FL.COVERED PORCH \` \ NG AND PO m a / / / EXTEND / IN / , EXISTING LONE CESSPOOL TO BE ` \\ SHEErA\501 PROP�FRI.Y NED \ DETAILS \ EXISTING BURIED LP TANK TO REIN- ADD NEW 1000 GALLON TANK-SEE MESH NCID COASTAL EROSION HAZARD UNE AS SCALED Ile / 6 °� ' PROJTiT MANUAL \ PROPOSED/-9'X 32,kPERGdLA \� FROM COASTAL EROSION HAZARD AREA MAP OVER EXIST.DECK / _ 24sf and 91sf \\ \� PHOTO#53595-83 SHEET 13 OF 49 / _pt K WALL' PORTIONS OF EXIST.FIRST 40OR \\ °�'� \\N N EXIST.POOL DISCHARGE RING a2 NEW FLAT ROOF ABOVE EXISTING \ EXISTING 5'HIGH METAL 86 sf 1st FL.COVERED PORq# \\\ \ MESH FENCING WITH T HIGH PLASTIC MESH MES PENgNGVNH ETT DEER FENCING ���\ / HIGH PLASTIC MESH. DEER FENCING SITE PLAN 1 Scale: 1" = 30'-0" jO oN / F Drawing Legend: r..7.:%-_:-.7_, Wall To Be Removed I Wall To Remain f New Wall ^^ - f New Foundation Wall (I ______—LlnesAbove- Lines Below — — — — — Guidelines — -------- Fence 101 Door Tag 101 Window Tag Section Sheet A-XXX Detail Tag p Elevation Tag M D I ° i �•.� a D xxxx X Interior Elevation Tag 7 d ID �' De \ V e D p M E R Y L K R A M E R a r c h i t e c t �y I ► y 260 HORTONS LANE POST OFFICE BOX 1600 D SOUTHOLD , NY 1 1 471 6 3 1 - 4 7 7 - 8 7 3 6 -- 1> ar I e O EROSION &SEDIMENT CONTROLS rn.k a r c h i t e c t c o m I Shall include but not be limited to: IA well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive soils. i �D DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Quinn Residence a e Backfill, OR Provide Engineer's Certification 63165 Route 48 ° DM that the drainage has been installed to Code. Greenport, NY 11944 . p 7' e D D ° e p SCTM # 1000-40-01-14 APPROVAL OF STORMWATER MANAGEMENT CONTROL PLAN -T n Code C ter 236 D D Date: D ° Approved by: SITE PLAN ED DMNME-PROVIDED(MIN.) :all .167=340 CF/8' Dia. required 8' Dia.x 2' De th 8' Dia.x 5' Depth 18- Dia.x 2' Deigh SCALE:As Noted A- 001 © 2018 Meryl Kramer Architect -- - All Rights Reserved i 1 Generated by REScheck-Web Software C�J( Compliance Certificate Project Quinn Energy Code: 2015 IECC Location: Greenport, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 135 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 63165 CR 48 Meryl Kramer Greenport, NY 11944 Meryl Kramer Architect 260 Hortons Lane PO Box 1600 Southold, NY 11971 6314778736 meryl@mkarchitect.com - ®- Compliance: 18.1%Better Than Code Maximum UA: 541 Your UA- 443 Maximum SHGC: 0.40 Your SHGC: 0.27 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 Assemblies Gross Area Cavity Cont. Perimeter Flat roof Ceiling: Flat Ceiling or Scissor Truss 95 32.4 6.5 0.027 3 Flat Ceiling (1st FI) Under Deck: Flat Ceiling or Scissor Truss 29 32.4 6.5 0.027 1 Low Sloped (1st FI) South Roof: Cathedral Ceiling (no attic) 82 32.4 2.0 0.030 2 Sloped Ceiling (2nd FI)West: Cathedral Ceiling (no attic) 659 32.4 2.0 0.030 20 Sloped Ceiling (2nd FI) East: Cathedral Ceiling (no attic) 884 32.4 2.0 0.030 27 Wall-East:Wood-Frame, 16"D.C. 605 19.1 4.8 0.045 24 Orientation: Unspecified Window-Awning: Wood Frame 45 0.270 12 SHGC: 0.25 Orientation: Unspecified Window-Casement:Wood Frame 16 0.270 4 SHGC: 0.26 Orientation: Unspecified Wall-South:Wood Frame, 16"o.c. 1,069 19.1 4.8 0.045 40 Orientation: Unspecified Door-Entry: Glass Door(over 50%glazing) 20 0.320 6 SHGC: 0.22 Orientation: Unspecified Window-Awning:Wood Frame 49 0.270 13 SHGC: 0.25 Orientation: Unspecified Project Title: Quinn Report date: 11/15/18 Data filename: I Page 1 of10 Gross Area Cavity Cdnt. Perimeter Window-Picture:Wood Frame 83 0.290 24 SHGC: 0.31 Orientation: Unspecified Window-Casement:Wood Frame 39 0.270 11 SHGC: 0.26 Orientation: Unspecified Wall-North:Wood Frame, 16"o.c. 1,069 19.1 4.8 0.045 29 Orientation: Front Door-Gliders: Glass Door(over 50%glazing) 260 0.300 78 SHGC: 0.26 Orientation: Front Window-Awning:Wood Frame 13 0.270 4 SHGC: 0.25 Orientation: Front Window-Picture: Wood Frame 102 0.290 30 SHGC: 0.31 Orientation: Front Window-Casement:Wood Frame 50 0.270 13 SHGC: 0.26 Orientation: Front Wall -West:Wood Frame, 16"o.c. 655 19.1 4.8 0.045 26 Orientation: Left side Door-Side Inswing: Glass Door(over 50%glazing) 17 0.300 5 SHGC: 0.24 Orientation: Left side Window-Awning:Wood Frame 12 0.270 3 SHGC: 0.25 Orientation: Left side Window- Picture: Wood Frame 22 0.290 6 SHGC: 0.31 Orientation: Left side Window-Casement:Wood Frame 18 0.270 5 SHGC: 0.26 Orientation: Left side Floor-first floor:All-Wood joist/Truss 1,580 25.0 1.6 0.036 57 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 2015 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: Quinn Report date: 11/15/18 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2015 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. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and J ❑Complies ; 103.2 !documentation demonstrate ❑Does Not [PR1]1 !energy code compliance for the ❑Not Observable j :building envelope.Thermal !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. ❑Not Observable IJ !Systems serving multiple - ❑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 Manual J or other methods Btu/hr Btu/hr !❑Not Applicable !approved by the code official. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Quinn - Report date: 11/15/18 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions , & Req.ID� 7 303.2.1 jA protective covering is installed to ;❑Complies [F011]2 }protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. :❑Not Observable ❑Not Applicable 403.9 jsnow-and ice-melting system controls;❑Complies (FO12]2 !installed. ;❑Does Not ❑Not Observable; 3 ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Quinn Report date: 11/15/18 Data filename: Page 4 of10 Section Plans Verified Field Verified 4Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ,See the Envelope assemblies 402.3.1, ;average). UDoes Not ;table for values. 402.3.3, j ;❑Not Observable [FOR2]1 ;❑Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 ;are determined in accordance ❑Does Not with the NFRC test procedure or ;taken from the default table. f ❑Not Observable } }❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; [FR23]1 !installed per manufacturer's ❑Does Not instructions. i ❑Not Observable j ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not J ;AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable ;or has infiltration rates per NFRC 1400 that do not exceed code - ❑Not Applicable limits. 402.4.5 ;IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 {sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm j leakage at 75 Pa. ❑Not Observable I ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 !insulated >= R-8 where duct is '❑Does Not 010 1>= 3 inches in diameter and >_ iR-6 where < 3 inches.Supply and ❑Not Observable ;return ducts in other portions of ❑Not Applicable ; ;the building insulated >= R-6 for :diameter>= 3 inches and R-4.2 ; [for< 3 inches in diameter. I 403.3.5 'Building cavities are not used as } ❑Complies [FR15]3 ;ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 ;HVAC piping conveying fluids ; R- ; R- ;❑Complies [FR17]2 ,above 105°F or chilled fluids [ [ ❑Does Not below 55 9F are insulated to >_R- .d ❑ a3 ; ; ; Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR2411 piping. ❑Does Not 4�) i ❑Not Observable i ❑Not Applicable 403.5.3 'Hot water pipes are insulated to R- ; R- ;❑Complies [FR18]2 1>_R-3. [ [ ❑Does Not ' ❑Not Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers are omplies [FR19]2 i installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable s ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Quinn Report date: 11/15/18 Data filename: Page 5 of10 SectionPlans Verified Field Verified # Insulation Inspection Complies? Comments/Assumptidns &he .ID. Value Value a 303.1 IAII installed insulation is labeled ' _10Complies [IN13]z 'or the installed R-values ❑Does Not I provided. %� n : '1 1 ❑Not Observable ; 1❑Not Applicable 402.1.1, !Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 1 ;❑ Wood E] Wood UDoes Not table for values. [IN1]1 i ❑ Steel ❑ Steel ❑ Not Observable , ;❑Not Applicable 303.2, !Floor insulation installed per AA. ;❑Complies ; 402.2.7 ;manufacturer's instructions and' 1: ' ' :I❑Does Not [IN2] in substantial contact with the ,' 1 I' r� ;underside of the subfloor, or floor ' ;. F [:]Not Observable ; Iframing cavity insulation is in I❑Not Applicable I contact with the top side of Isheathing, or continuous :insulation is installed on the : underside of floor framing and _ ;extends from the bottom to the !top of all perimeter floor framing ' I members. 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 1/z of the : Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall :❑ Mass I❑ Mass °❑Not Observable [IN3]1 (exterior,the exterior insulation ❑ Steel !❑ Steel :❑Not Applicable :requirement applies (FR10). t I I i i 303.2 ;Wall insulation is installed per ; 10Complies [IN4]1 :manufacturer's instructions. € P .. i❑Does Not ❑Not Observable . ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) �2 Medium Impact(Tier 2) 1,3 J Low Impact(Tier 3) Project Title: Quinn Report date: 11/15/18 Data filename: Page 7 of10 Section Plans Verified Field Verified , # Final Inspection Provisions Complies? Comments/Assumptions Se Req.11) Value Value 402.1.1, :Ceiling insulation R-value. R- R- ;!]Complies :see the Envelope Assemblies 402.2.1, ;❑ Wood !El wood ;F—]Does Not ; table for values. 402.2.2, ; ❑ Steel ❑ Steel :❑Not Observable 402.26 ; [Flip ❑ Applicable A licable , _ 3 _ 303.1.1.1, ;Ceiling insulation installed per i ❑Complies 303.2 manufacturer's instructions. ,❑Does Not [FI2]1 :Blo n insulation marked every ; ❑Not Observable ❑Not Applicable 402.2.3, lVented attics with air permeable , ;❑Complies [FI22]2 )insulation include baffle adjacent ;❑Does Not !to soffit and eave vents that ]EINot Observableextends over insulation. (° ° _ { i ❑Not Applicable ; 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies [FI3]1 :insulation ?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 [F117]1 ;ach in Climate Zones 1-2, and T❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ; I ; ;❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;OComplies [FI4]1 f cfm/100 ft2 across the system or ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in :❑Not Observable :tests,verification may need to ❑Not Applicable ; occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies [FI27]1 :determine air leakage with ; ftz : ftz :❑Does Not E 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 ; ;including the manufacturer's air ' I handler enclosure. : 403.3.2.1 ;Air handler leakage designated t ;❑Complies [FI24]1 by manufacturer at<=2%of T ]Does Not ;design airflow. 1 I❑Not Observable ; S ` ILINot Applicable 403.1.1 Programmable thermostats !❑Complies ; [FI9]z !installed for control of primary I 1❑Does Not ;heating and cooling systems and ;❑Not Observable initially set by manufacturer to ;❑Not Applicable code specifications. `s 4011.2 i Heat pump thermostat installed `• ,❑Complies [FI10]z ion heat pumps. y❑Does Not I❑Not Observable s 1❑Not Applicable 403.5.1 ;Circulating service hot water ;❑Complies ; [FI11]2 ;systems have automatic or i ;]Does Not !accessible manual controls ;❑Not Observable !❑Not Applicable ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Quinn Report date: 11/15/18 Data filename: Page 8 of 10 sectionPlans Verified ' Field Verified #" Finallinspection.Provisions .Complies? Comments/As'sumptions & Req:ID ' Value Value _ 403.6.1• .#All mechanical ventilation system ❑Complies ; [FI25]?, ,;fans not part of tested and listed , *` ❑Does Not ; I HVAC equipment meet efficacy i s ; " land air flow limits. -]Not Observable = I i❑Not Applicable ; 403.2 "s°;• `,Hot water boilers supplying heat ❑Complies [F126]?.. 'through one-or two-pipe heating,_ ;❑Does Not !systems have outdoor setback j control to lower boiler water '!❑Not Observable #❑Not Applicable ,-,;temperature based on outdoor ; ; !temperature. 4 403.5.1':1 Heated water circulation systems s - 'I❑Complies [FI28]2;; have a circulation pump.The b ; ,. ❑Does Not ; J system return pipe is a dedicated I w return pipe or a cold water supply ❑Not Observable ; j pipe. Gravity and thermos- '❑Not Applicable 'syphon circulation systems are f. - not present. Controls for i ) circulating hot water system pumps start the pump with signal n-1for hot water demand within the ; -!occupancy. Controls I-> {automatically turn off the pump 3when water is in circulation loop i .lis at set-point temperature and I, i J no demand for hot water exists. 403.5:1:2. Electric heat trace systems ; ❑Complies [F(2912 Acomply with IEEE 515.1 or UL �.;`",• []Does Not 515. Controls automatically adjust the energy input to the ;3❑Not Observable ; heat tracing to maintain the - "' .. JE]Not Applicable ; ;desired water temperature in the ;. I ; piping. I 403:5.2 'Water distribution systems that t', I❑Complies ; [FI30]z 'have recirculation pumps that ,❑Does Not I pump water from a heated water {. ? ° . ;supply pipe back to the heated ❑Not Observable ;water source through a cold 1. ❑Not Applicable ; ;water supply pipe have a P' „ demand recirculation water f 4 system. Pumps have controls { ; :. �Ithat manage operation of the pump and limit the temperature ( $ of the water entering the cold ;water piping to 1049F. 403.5.4 ;Drain water heat recovery units c ' ❑Complies [Fl31]?`. !tested in accordance with CSA ',❑Does Not 855.1. Potable water-side i j pressure loss of drain water heat ❑Not Observable ; - ;recovery units< 3 psi for ; ❑Not Applicable ; !individual units connected to one or two showers. Potable water- ;side pressure loss of drain water heat recovery units< 2 psi for I individual units connected to I - !three or more showers. ,' 404.1 1,75%of lamps in permanent tt ;. ,❑Complies [FI6]1 !fixtures or 75%of permanent f ❑Does Not ;fixtures have high efficacy lamps.! Does not apply to low-voltage ❑Not Observable , I lighting. !❑Not Applicable ; 404.1.1 ";Fuel gas lighting systems have °- '❑Complies [F123]3.' -;no continuous pilot light. ! !!❑ E❑Does Not ' ; ', j Not Observable . ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: Quinn Report date: 11/15/18 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions. Complies? Comments/Assumptimns' &Re :ID Value. Value �. :401:3 _.,Compliance certificate posted. ;❑Complies ; [FI7]?' ' `l L i❑Does Not ; } t. �,❑Not Observable ; ;❑Not Applicable 303.3' ;Manufacturer manuals for ` M1 {❑Complies (F118] ",`)mechanical"timechanical and water heating ❑Does Not systems have been provided. ` A y❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2,. Medium Impact(Tier 2) 3 . Low Impact(Tier 3) Project Title: Quinn Report date: 11/15/18 Data filename: Page 10 of 10 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 23.94 Below-Grade Wall 0.00 Floor 26.61 Ceiling / Roof 34.35 Ductwork (unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.29 0.31 Door 0.30 0.26 CoolingHeating & - Heating System: Cooling System: Water Heater: Name: Date: Comments s I Issue Date. �y APPROVALS A-30D 200 � • x'_71 - _ __ ———— NE OF NEW WOOD DECK ABOVEXISUNGE_ —LI_- -__ 1d6lDi __- -- r———— -I— — --_---_ --_ c _L— ---_— DNE REMDV - ————— ' TIO F WALL BE REMOVED DmM.9lragen" ' - L----- - GREAT ROOM r___=__z Wan 7o ee Removed r - -- o Wall Ta Remain New Wall EXIST.KITCHEN 1 0 New Fou d.a Wali EXISTING DEN PROPOSED - I T ----- ---- Doo:Aeon - m I PERGOLA ABOVE _T_ ------- GemeB,lem _____ SW$WIMM�I�POOL)VE � � _ __.-_ Fence Odor Tag .., .. L-------- Y i F ,- /—NEWSTAIRCAIE O Window Tag — -' BETWEEN 1st&2nd FLOOR 2 -' �F Sen.X - A-300 SheetA-l°cz /A__20 �I--I ___ I �. •� � I �PSMEIdf@Y L •DN L 1 a ; 2 � Ta - �, -� ❑ __ __- �' Elevation Tag '- - r ---- EXISTING__ � ❑ I • I x�x hdorDeao g COVERED PORCH To ' L——————— EX.SIRING AREA COVERED PORCH —————— x.' r l0'0°x 6'0° EX,POWDER 4'0' -- DN ED�IyXISTING BEDR00MBEDROOM 23'0'x11'0° r M E R Y L K R A M E fl a r c h i t e c t OUT OOFFIDCE N60 Xi l 7 NE Bldg Dept copy from ZBA POST ° _ Final reviewed dc�t�rnents S -- --EXISTING ZBA File# 7) �I - -- - -- - -------WOOD DECK--"- - -- - _- - I � 6 3 If- 4 7 7 - 8 c 3c 6 _ Date: mka �h,tet � I - --- -- - - - - - --- - -- -- - Quinn Residence = - --- - - --- _ 63165 Route 48 i - - -- — -- - ----- �_ Greenport,NY 11944 I j I -zoo I i I First Floor Plan FIRST FLOOR PLAN ( SCALE As Noted i I_ A-101 ®2017 Meryl KramerArchrtea r Issue Date, a9L 101/17 APPROVALS DI.Mn rL :7__g Legatd• r_ 200 __ _7,Wall To Be Removetl 0 W,11 TO Remain 0 New Wall 0 New Faantlatbn Wall PROPOSED WOOD DECK x — ————— c�mennea Dacr Tag OWmtlow Teg CATHEDRALCDLING Section X, sheet nxxz OFFICE MODIFIED BEDROOM PROPOSED MASTER BEDROOM SURE ( I Dean rag LINE OF DECK �TO BE REMOVED Bevauon Tag I I LINEOFRIDGEABOVE _— _ —_ ------------- --- --- _---- 4. IrRerwr Ekva[ron Teg x ISTAIR HALL _ NEWBELOWOLA DRESSING AREA I_ 12'6'z8'0' I I A300 aB1xs 4 CATHEDRAL CEILING i 0.9.x SO, � A-20 2 I( IM E R Y L K R A M E R T- BUILT IN I I ON 1 e c I lilt 1111 J, DRESSER I ti I�_ a r c h I t 1 IN — � t II1 2 6 0 H O R T O N 5 LANE POST OFFICE BOX 1600 NEW FLAT ROOF SOUTHOLD, NY 11971 BELOW __I 6 3 1 - 4 7 7 . 8 7 3 6 I, I m k a r c h t e c t c o 11 II II mlMODIFIED BEQROOM w CATHEDRAL CEILING el Bldg Dept copy from ZBA Quinn Residence Final reviewed 1! 5ments 63165 Route 48 ZBA File# -7, I Greenport,NY 11944 2 2nd Floor Plan Date: f Ig SECOND FLOOR PLAN SCALE As Noted A-102 0 2017 Meryl Kramer ArcMteM T � Issue Date Set 1VII17 APPROVALS I _____ ___._.___ _ _ Ulawlrg end =--^- -- r----- ----_'--=� _-`__ -` __.---__--1 r=____� Wall To ne Removaa - _,_�_ ____ T_T.�._t___.___r,?_ x'µt_ 1{{ _ I ______i_____ if _ _ it 0 W.11T.R-- II" © New wan ' NFountlaLon Wall_ I YY C====== Nm ________ Ur.nbove I I -iV--•_O L,_'-•_-__ _ __ _ _ IJ ' .f 1 I ____________ nes ow _,_ o _ RAFTERS l` IIS I i- r'N .iP ,✓I Jf I _---.- cwaelmea EW RDF T _ ANEW'8005 RAFTERS II ------- Fence ___11,. X11 ? �_,_-___� `5j;—; WnaowTag STRUCTURAL RIDGE.. -SLOPE -I` SLOPE_ - _,II �, snee axgz T -� jp } I fiI `{ 1J l �D Daradrag 11' NEWFIAT T ROOF RAFTERS i{. _ c M1 { - II Ele A.r Tag _ , ,r __{_� __ _,_- _ __-_ --_ _�_I'I x�'t Imenor FlevaLon Tag - 1 �/ __ __ __"._ ___ J I M E R Y L K R A M E R h t e c t 2 6 0 H O R T O N S LANE I __ I I } I I POST OFFICE BOX 1600 II '{ - { { I f •} ..1 �I SOUTHOLD NY 11971 6 3 I a 7 7 8 7 3 6 ka rc h,tect co s Roof Plan Quinn Residence 63165 Route 48 Greenport,NY 11944 Bldg Dept copy from ZBA Final reviewed d cuments ZBA File#71Roof Plan Data: /s 1AD I? SCALE As Noted A-103 0 2017 Meryl Kmmer ArchReet Issue Date. 52L 1DII17 APPROVALS PROPOSED SECOND FLOOR ADDITION PROPOSED GABLE ROOF ____—_____—__ REMOVED DECK NEW PERGOLA —- -- —- — -_ __ ____-- __ _ __ __ _ _ - NEW FLAT ROOF - i rif- F17- I - ____IAI1 - -- _ DIBMnS IePAl1A t�J--_� W.I TO Be Removed —_—+ - - _ __ __ _ _ -- -- --=_-_—= o WaII Te R ew oun anoa wall _ N W.1 _ , N F d Do,Tag Window Tag Sheet AXXX • - .w r � � i . � � .. - p • �� , � � Elevaaen Tag » -� ' - , • �� � - » , _ - >. .• xY(,a In[enw EJevaLon Tag i South Elevation Scale 1/4°=I,.? 4 M E R Y L K R A M E R h , t e c Y 2 60 H O R T O N S LAN E '-' -- - ---- -- - - POST OFFICE BOX 1600 . i OUTHOLD. NY 1197 - S I 6 3 1 - 4 7 7 - 8 7 3 6 ---- ------- - - - --- --�� --- --- - ---- --- __-__--- UNE OF DOOR m k a r c h t t e c t c o _ TO BE REMOVED WOOD DECK TO BE REMOVED t _ —__ Issue Date. et 1VII17 APPROVALS PROPOSED GABLE ROOF PROPOSED SECOND FLOOR ADDITION I WOOD DECK —_ _ -r ��� --�TO BE REMOVED - _ EW WOOD DECK _—_� - NEW PERGOLA IF 11 DreMng legend Wa11 TO Be Removetl W11ITORemain ew oumabon Wan _ Wall eelOW ElmGm¢linesFence-_--EXISTING WOOD DECK TO REMAIN__-- __ _ -- O OoarTag wr—Tag r �I SM1ee[A-K%% a ...:..... ._.........r....._...........:....:...._.......,._...-..,a,.......,.�. d_.m :..:.."..J�.._v.....:,w_,...... .<. _._. ._«,_...._. ...-._.._.-....�_.._._..o..a......«......�.,.....s.....,.. ......s^......_...._,._...w..,..�,....__.,_,.,.......-...,.»�.._ _.,._ .«...<,..,».».....,..............vv_.....«_._-.,._.«..«.�_..x_�__��..._.,_..__.....,.�...,.r.,.a........_ ..-._,»...,.___......__.,.v..._ ».,...._ .._..,." b g ...a._._...._».. 8 North Elevation Scale 1/4 -O° Imenar Devabon Tag { e ;EXISTING CHIMNEY TO BE EXTENDED. - "' ' f t- - yTo NEW CODE COMPLIANT HEIGHT„ - f M E ft Y L K fl A M E R BRICK TO MATCH EXISTING' n K t e c E PROVIDE NEW L C C THRU FLASHING' w - - - - - 1 - - ' a r c t 2 60 H O R T O N S LAN E k _ --- - - - - _ - - - POST OFFICE BOX 1600 - _ - --- - -_- --_— SOUTHOLD NY 11971 -____ 6 3 1 - n 7 7 - 8 7 3 6 —_ -_-'-iir__ - - -- t -- - uinn Residence -- - ---- ---------- - - - - -- - 63165 Route 48 -` ---- - Greenport,NY 11944 Bldg Dept copy from ZBA �i�al reviewed dOcumeF►t� Elevations 213A File# 7IS1 Date• SCALE As Noted A-201 ®2017 Meryl Kramer Architect 40 West Elevation ��a�aa•--= Scale 1/4" Issue Date: Set: 12/11/17 APPROVALS 12/22/17 LOT COVERAGE N2 NOTES: / 1. BASE MAP INFORMATION BASED UPON SURVEY BY NATHAN TAFT CORWIN III LAND SURVEYOR, NYS LIC. # 50467 DATED 10-20-2016 J PlaT � j I I I I I 2. THIS DRAWING IS FOR THE PURPOSES OF OBTAINING PERMITS ONLY. NOT FOR 6� I I t la CONSTRUCTION. � fI � i � P N 1 LL I I I J ► 3. UNAUTHORIZED ALTERATION OF THIS PLAN IS A VIOLATION OF NYS EDUCATION DEPT. ;f ">:�' I K, 'C'X, o Z 1 mi III ; IJJi � lll � l ILII J 11 � 111 ► ► I � � I ' � � � II 1 / Law. O W Za I. of Ijlllllllllllll � Jll � t , r, .. , Mz vI °• W ° aY 1 o I I I � I II � I Ill l l I I JJy� go � ^I/ z J 11 1 I I I I I I I I I I I J 1 LO �RPOJF I /�IIMITING ENCE- ppm O/F 0 C` Li Z 1 1 � 1 1 1 1 1 i 1 ! J 11 J l J l l EEDy \ ' F ZIP N40 F N z IS�TI�G 51 sf 2 FLOOR WO D DECK / `° Sp/ '„ -«• s J ' 11 I ; lI 11 11 ! I I I I dE EMOVED ROOF ON EXISTING \� \ / _ / O LOT COVERAGE z l / /l l / l / / ' / l //2 /35 2ndR TO REMAIN l / l l � l/ l/ � � l � / I ! l l I l l "TOTw 1 J / / I �/ / I / l NG FI FLOOR WOOD DEC I 3 a s 3 N BUILDABLE LAND: 91,038 SF Z 1 yil / l / / l / / / / l I / TORE INI I `'� I "�m/ n / / EXISTING LOT COVERAGE: 4,032 SF (4.43%) Drawing Legend: s ED Ind FLOOR I T I�4s / PROPOSED LOT COVERAGE: 4,032 SF (4.43%) r._____; Wall To Be Removed EXIST.CONCRETE / $ U o D DEC IN CE OF EXIST. h Q DRIVEWAYS o ey / ,, a Wall To Remain 2nd DECK TO BE P --\ \ New Wall RIS kOVEIp sting 1st fl. L T W 49 6 -- -ERI G UND ROUND .- ey New Foundation Wall 1141 0 ELEC . PROP2ND FLDECK EMAI MERHEq ------- -+DW- / 4/ \ \ wiR ones Above � �' i i / PROJE LIMIT! FENCE- -� ES -- Lines Below + X15 ?�% �,,. --- / /- / ;'%;{h' \ \• 0 — — — — — Guidelines �GE$ / / n F RAD (TION(flat n �4 /'' , tr \ / SEE DET 1 \ \, / H CO I / I/ l I J J l l // l/ D / / / / / rNCRETE HO F/ / / / RO D+/-RL5 X 30 :.,.,;� O h h ° / \ \�'.� �/.. o �/ — — — -- Fence O / Ind R ADDITION — 0 , \ \ \ \ a / RFNL+ (O Cp / /// // / //// / / // // �/ / ��� /�/ / h1 s5 I I ��� I d� / \ \ \\ / X40 101 Door Tag \ '." � °�'�" / i / �/ 1/ ST.1�Q0D WAL a . : \ \ �� '\\•/ S�: O lJl / ll/ JJJIl l/ l / // / / ll 64.5'M*' — � \ A4ZO y�6 Ist17 DE 1 �,i»� �/ / ,�✓.` / ._ TO OIL"TC011. \ \ \\ �VFRHE90 M 101 C � � ,'ry = . Window Tag / NO USED\13�s 2 - /� - / � F RWOOpDE �'�?5, ':°.. — \ \ \ \ / .(( u, p� )li EXISTING SBR SEPTIC M( 00 \ \ � , ,�h '•\ � ,,w / / / // N Qover stln ��. / `ay / / / BEACHING OL)TOKREMNWI 2� \\ \ ` \\ —— / p/ \ \ I J° Section X, dbck) 1 Sheet A-XXX W / NEWcT1t�00FABOVEIXISTI G \\ \ \ \ �\ \• f �? \ \ \ I g WING HIIM INCNOUN POOL '�5° / / b'� �� 9,st FL,COVERED PORCH DcTEND 01I/E N off / \\ \\ \ �'�- I I I Detail Tag R "q / / I / h` Q� o \' 9� EXISTING CESSPOOL TO BE PROPE LYX 4T \ / / q — _ / , ABANDONED _ _ I N i i EXISTING BURIED LP TANK TO REeI IN �. \ ' I \ I\ X \ \ \ \ 1 I 1 ,. � Elevation Tag COASTAL EROSION HAZARD LINE AS SCALED ! _ p � \ \ ^ p \ I X PROPOSED /-9 X 32?ERGOLA \ \ \ I \• I a x xxx x g FROM COASTAL EROSION HAZARD AREA MAP ° ' \ \ I � � b � "' Interior Elevation Ta PHOTO#53.595-83 SHEET 13 OF 49 OVER EXIST.DECK y ° / WALL _ _ 24sf and 91sf \ ° \� \ \ I I \ \ '� x FLOOR p K PORTIONS OF EXIST.FIRST I I � � ° � CAV EXIST.POOL DISCHARGE RING NEW FLAT ROOF ABOVE EXISTING pry // 86 sf 1st FL.COVERED PORQf NO (0 / I f• \ � �� // �06 • °° `� \\ 1 J I \ \\ \\ �� \ �I � 'rte SITE PLAN 1 Scale: 1" = 30 ft N/O/F✓0I \ \\ \ \ '� M E R Y L K R A M E R ONES' � 1 \ �FOF J I a r c h it e c t 00 /// \ � b� \\ I b� / / I n�� \I I •3� ' r �' 260 HORTONS LANE POST OFFICE BOX 1600 SOUTHOLD, NY 1 1 971 \ / \� // ,� I 6 3 1 - 4 7 7 - 8 7 3 6 B-2 \ \ p/ I GROUND SURFACE a ° od \ \ I I O m k a r c h i t e c t c o m 1 7 BROWN TOPSOIUSILTY SAND, o •• \ i" ` \ 1 I 9871 FINE,GRAVEL,(SM) • °e \ py / \ I �(/�� 8 O • • cd / \ \1 I V I M M O / V 6 BROWN/LIGHT BROWNBROWN• • 1 I I ` I 5 SILTY SAND/SAND/SILTY SAND ° ° �1 ^ N 4 FINE/MEDIUM TO FINEIFINE, •0 0 68 � I I I // O / �1 5 GRAVEL,(SM)/(SW) 00• -y _•J I I I / ` / / ` C O 5 • 0 5 9 ° e • w I � / 14 • •0 19 BROWN SILTY SAND,FINE, ° • M 16 GRAVEL,(SM) • 0 e Quinn Residence • 24 ° ° •35 • o ° o � 61635 Route 4 . GRADE 25 • • 1e'4"MAX.C.to C. I' PRECAST TRAFFIC BEARING 17 J Greenport, NY 11944 27 SANDlSANO,FINE,GRAVEL, •BROWNILIGHT BROWN SILTY ° CONCRETE DOME OR SLAB TOP )o a N 10 16 (SMy(SW) e 0° GRADE `: 15 LL i n' 19 0000 Y v`r SDR 35 PVC INLET PIPE�� TOP OF DRYWELL SCTM 1000-40-01-14 9 0 *I Y 1 f y / ME SEE PLAN FOR PIPE SIZE SEE PLAN FOR ELEVATION 10 LIGHT BROWN SAND,MEDIUM o°°oo l Y✓ '� '� y ^j " 4"MY �%] [. [' y h j i-L] [ I e TOFINE,TRACE OF GRAVEL, o°0 0 oy� D ✓l �'j � �- --( �_ -; b v i 1 Q [,j �� (SW) 00 0°0 Q�O� Q� SDR 35 PVC---------W' G I _-) v P - C--,v] RECAST CONCRETE STORM DRAIN RING ro 0 o OVERFLOW PIPE �I - J.! [; �_ J [ �� GEIGHT&DIAMETER AS INDICATED ON PLAN 12 .000. PERSPECTIVE VIEW SEE PLAN FOR PIPE SIZE 14 LIGHT BROWN SAND,MEDIUM c a o 18 TO FINE,(SW) ° 'o. - - - - 0 0 36"MINIMUM 2 x 2 - - - - --- -- ----- - - 1S 0 0 --44-BACKFILL 3'-0"MIN.AROUND DRYWELL 0 0° FENCE POST 9 w/11/4"-11/2"MEDIUM COARSE SAND/GRAVEL 15 12 000 � � i [-=� F==� Il. �. SITE PLAN 13 ° O WOVEN WIRE FENCE — 00000 (6 x 6 -10110 WWF) z 14 0 001 FILTER CLOTH �� �� i�_-� g_� ��� � DRAINAGE CALCULATIONS 15 **.*0001 SLOPE DI�; � n � -= -t � [q] L] LIGHT BROWN SAND,MEDIUM 19 TO FINE,TRACE OF GRAVEL. 0 0°• �1 D'i D11 n C= [___j !T] �� L DRAINAGE AREA CONSIDERED DRAINAGE REQUIRED DRAINAGE PROVIDED MIN. 22 (SW) o 00 EM. 6"INTO GROUND H nE EXISTING DWELLING WITH PROPOSED 2035 SF x 2"Rainfall .167 =340 CF/8' Dia. 18 0 ° MIN. 6"INTO GROUND z 24 0 0°� ,,,I SECOND FLOOR ADDITION Drywell =8'depth required Bldg Dept ropy trom ESQ 0000. =•I m q , Final reviewed Id 20 000. NOTE: N ZBA FIIe# MAXIMUM DRAINAGE DW-1 8 Dia.x 2 Depth 20 22 0 o GROUND WATER LINE - - - / meflES 23 00000 DW-2 8' Dia.x 5' De th 1/2 ACRE 1100 LINEAR FEET DW_ I X 2' f- END OF BORING 10'-0" NON-RATEABLE SOIL i Deoth SCALE:As Noted W W a SB CLASSIFICATION NOTES: I; 1 100%COEFFICIENT OF RUNOFF CALCULATED TEST HOLE DATA CLEAN MEDIUM COARSE FILL SAND&GRAVEL-RATEABLE SOIL CLEAN MEDIUM COARSE BACKFILL AREA OF DISTURBANCE: 17,000 SF J.R. HOLZMACHER P.E., LLC A-001 6/17/2017 2 SILT FENCE 3 PRECAST CONCRETE DRYWELIL NOT TO SCALE NOT TO SCALE © 2017 Meryl Kramer Architect All Rights Reserved C. FOUNDATION NOTES: ,,�O-,,..I GENERALjFS; CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 Issue Date: Set: _?N � THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE 10/19/18 FOR REVIEW r� ICE SHIELD 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ACCORDANCE WITH 12/21/18 Pricing r7��t ZEAL' CG'i 4f .. ULTIMATE SEISMIC THE NEW YORK STATE UNIFORM BUILDING CODE,AND THE NEW YORK STATE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 9 GROUND SNOW LOAD TOPOGRAPHIC EFFECTS DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. UNDERLAYMENT FLOOD HAZARDS ;�.`} JCp,TE C �.��''l.,'FANCY qq WIND SPEED(MPH) REQUIRED ENERGY CONSERVATION CODE,AND LOCAL AUTHORITIES. 1/3/19 Permit �� USEI !a. `1 TER RE It�14 STORM CHA TER 23gFF ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM. VCL p " 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY SUF,i'L� SYST ,I" .y,"'' '•`'fir FORSl1ANT TO 20 130 NO B SEVERE 36 M to H S to M 11 YES 1984/1998 CONTRACTOR(S)PRIOR TO START OF CONSTRUCTION AND ORDERING OF 2-ALL REBAR ASTM A-615 GRADE 60. _ 07r TIDE TOWN CODE. MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING �'^ 1 � LEAD, CAPACITY OF TWO(2)TSF AND GRADES LESS THAN 5%. CONTRACTOR 3 FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL EA' �� f O CSC- 1 '`' L� SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH FOOTINGS ARE TO BE INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. f, ._3 SITE DATA CONCRETE SLABS TO BE COMPACTED TO 95%RELATIVE DENSITY. 4-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL GIRDER ASSPECIFIEDT E:I a.?2 _(fir_ B.P.#.' �{3 OY 3.PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS,SKYLIGHTS, CONTRACTORS RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO SCTM# 1000-24-02-03 � �1 �ry -- ---------- - - - EXTERIOR DOORS,WINDOWS AND DECKS ETC. POURING CONCRETE. -„1 414_r.__ PROPERTY 63165 Route 48 5-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS r=T;'-.", 2 1/2 ADDRESS Greenport,NY 11944 4. DO NOT SCALE DRAWINGS. ENCOUNTERED DURING EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR BLOCKING PER E(11L:.:li.,: i. . . -iv I f h MIN. MANUFACTURES SPEC. ZONING R40 ORGANIC MATERIAL,OR HAVING A BEARING CAPACITY LESS THAN 2 TONS PER SQUARE FOOT. JOIST AS SPECIFIED 5.DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT ALLOWABLE- 35 FEET RESPONSIBLE FOR THE INSPECTION,SUPERVISION,OR ADMINISTRATION OF METAL HANGER PER 11-;'d i' FIi C<IJi": J _, BUILDING HEIGHT ACTUAL-23'-3" THIS CONSTRUCTION PROJECT.FEDERAL,STATE AND LOCAL ZONING AND FRAMING NOTES" MANUFACTURES SPEC'O" BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBLILITY OF THE r, t�"' _ �r :a s" w CONTRACTOR. THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO F,RED qR AND NOTED ON PLAN ;,tl ,-,,i ( �; (; ,', ' ',•)r (2)1/2"DIA. ENERGY CODE THE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. \� C 3. i.a.:a Il.. T lUiti THROUGH-BOLTS 6.THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE (ry �(L Kf� 'Sim, 4. E A1_ - C''; I IC T i1 i',' h � :� w/WASHERS ly k, Typical Joist Hanger PE_ CCMPL� �,P �., CONSTRUCTION AND SHALL NOT BE CONTRUED AS A CONTRACT BETWEEN Not To Scale z^ c f!a r s r" BEAM BUILDER AND OWNER. WOOD FRAMING dL CvivJT-:LC T ION c3, ,�L r :.., d i, 51/2 WITH FULL BEARING ON POST LOT COVERAGE BUILDABLE LAND-91,038 sf RFCi?1,Pi i" aJTu GF f F� .CVI f _I'" MIN 1.ALL LUMBER IS TO BE N0.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM 7.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW . � ` O R',S STATE. V OT RI �C 'c;!" Frit EXISTING LOT COVERAGE UNCHANGED YORK STATE ENERGY CONSERVATION CODE. SPECIFICATIONS: N n'��T i+ f�•.;s r ! -DECK POST ° FB=900 PSI � RAFTER DEv1Ca:"1 OR C :,, r<lJ,Tr�:, EI';;," ``. , _ I Existing Dwelling, Pool, Porch and Decks-4032 sf-4.43/o g, CONTRACTOR SHALL OBTAIN ALL PERMITS FV=180 PSI 9��. ?4802 J FC PERP=625 PSI NEW (1)SIMPSON H2A STRAP PER 9. DIMENSIONS,ELEVATIONS,MEMBER SIZES,AND DETAILS OF EXISTING E=1,600,000 PSI RAFTER w/(12)8d COMMON NAILS POST BASE STRUCTURE SHOWN IN THE DRAWINGS ARE BASED ON LIMITED FIELD MEASUREMENTS AND MAY NOT BE ACCURATE. THE CONTRACTOR SHALL 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: WALL PLATES DO NOT P :Ov ® ONC.PIER VERIFY ALL DIMENSIONS AND CONDITIONS OF THE EXISTING CONSTRUCTION FB_2,900 PSI STUD WALL FRAMING VNITIL Suri (1)CS18 METAL STRAP PER AT THE JOB SITE PRIOR TO FABRICATION OR CONSTRUCTION. ANY DEVIATIONS RP_ STUD w/(9)8D COMMON FOUND IN THE FIELD FROM WHAT IS SHOWN ON THE DRAWINGS SHALL BE OFHOSNL a REPORTED IN WRITING TO THE ARCHITECT AND ENGINEER PRIOR TO EC 2E000,000 PSI 750 NAILS PER 11"END LENGTH o o LJ FABRICATION OR CONSTRUCTION. 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Typical Rafter/Plate/Stud Connection 10. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED FOR 2 Not To Scale PL'JVi lBlf THE SPECIFIED VERTICAL AND LATERAL FORCES ACTING ON THE COMPLETED FB=2,800 PSI Drawing Legend: p, I FLIJ1,,?31'.G W[,ST1- BUILDING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DESIGN AND FV=290 PSI r_7_.7_7.:-_7_7, Wall To Be Removed n-'_t�I ; ;= i:_.^i' PROVIDE ALL REQUIRED SHORING AND BRACING NEEDED DURING FC PERP=740 PSI CONSTRUCTION TO MAINTAIN THE STABILITY AND SAFETY OF THE CC1�°�cljl`fG (1)CS18 METAL E=2,100,000 PSI Wall To Remain '" ~y ' PARTIALLY-COMPLETED STRUCTURE AND FOR CONSTRUCTION LOADINGS THAT New Wall ,,� ical Deck Railing/Post Anchor STRAP PER STUD w/ 4.ALL TREATED LUMBER IS TO BE NO. OR BETTER SOUTHERN PINE AS GRADED BY SPIB COMPLY WITH ALL(110 Scale ; o (9)8D COMMON EXCEED THE SPECIFIED DESIGN LOADS. o:EScale New Foundation Wall WALL STUINFW YORK STATE &TOWaI660:`� NAILS PER END „ 5.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE C 11. DETAILS LABELED TYPICAL ON THE DRAWINGS SHALL APPLY TO ALL ____-_ AS REQUIRED AND CONDITIONS O. NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. Lines Above SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE TYPICAL DETAIL IS ------------ Lines Below SOUTHOLD TOM,ZBA TO BE DETERMINED BY THE TITLE OF THE TYPICAL DETAIL. SUCH TYPICAL 6.ALL STRAPS,CONNECTORS,PLATES,BOLTS, NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS -,------_ Guidelines �IG s DETAILS SHALL APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH STEEL.DESIGNATED CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS V w.. LOCATION IN THE DRAWINGS. INDICATED OTHERWISE.ALL CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE -••-•------• Fence _ FLOOR JOIST 1�" I WITH THE MANUFACTURER'S SPECIFICATIONS. 1 F CS18 METAL STRAPS BOL 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR G Door Tag THE CONDITIONS OF THE JOBSITE INCLUDING SAFETY OF PERSONS AND 7.ALL FLOOR SHEATHING IS TO BE 23/32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN N.Y. . w/(9)8D COMMON ANCHOR BOLT APA SPAN RATING OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND NAILED TO THE FLOOR JOISTS NAILS PER 11"END 1' PROPERTY. THE ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF LENGTH 4'O.C.(TYPICAL) �:d WORK DOES NOT INCLUDE THE ADEQUACY OF THE CONTRACTOR'S MEANS OR 8d COMMON NAILS AT 6"O.C.EDGES AND 12"O.C. FIELD). 101 Window Tag .' 12"FROM CORNERS RAFTER II °, METHODS OF CONSTRUCTION. 8.ALL WALL SHEATHING IS TO BE PER THE WALL SCHEDULE. WALL STUD e�. MASONRY WALL n , AXXXX SectioX BLOCKING 9.ALL ROOOF SHEATHING IS TO BE 5/8"APA RATED SHEATHING,SPAN RATING AS REQUIRED TO SUIT Sheets X, (1)CS18 METAL SUPPORT SPACING INDICATED,EXPOSURE DURABILITY 1,TWO SPAN MINIMUM XX STRAP PER STUD RIDGE BEAM w/(9)8D COMMON 10.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH �L� Detail Tag NAILS PER END BASIS OF DESIGN: PANS EXCEEDING 8'. Typical Stud Straps @ Second Floor Box Typical Rafter Straps Typical Header & Post Tie Downs 11.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. 4> Elevation Tag 3 Not To Scale 5 Not To Scale 6 Not To Scale 7 Typical First Floor & Sill Anchors 1. BUILDING CODE: NY STATE UNIFORM BUILDING CODE(IRC 12.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. Not To Scale 2015/I13C 2015,WITH 2016 UNIFORM CODE SUPPLEMENT) x 13.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS INDICATED x x Interior Elevation Tag 2. DEAD LOADS OTHERWISE. TRUSS PLACARDING W�QIJIRFFD 2.1. ROOF DEAD LOAD: 15 PSF ON HORIZONTAL PROJECTION x Nail Sizes 2.2. FLOOR DEAD LOAD: 15 PSF 14.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE SIMPSON Joint Description (common nails U.O.N.), Nail Spacing TYPE 304 OR 316 STAINLESS STEEL. 3. LIVE LOADS r.. r• g 1,4� �, ��, ROOF FRAMING 3.1. ROOF LIVE LOAD: 20 PSF 15.ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. ;,I Rafter to Top Plate(Toe-nailed) 3-8d per rafter 3.2. ATTIC LIVE LOAD: 20 PSF 3.3. FLOOR LIVE LOAD,TYPICAL: 40 PSF 15.MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. r 171 ►f Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3j o 3.4. FLOOR LIVE LOAD,SLEEPING AREAS: 30 PSF Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap 16.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. 1 _ F•. I'T�" P _""'r-.I �"" - Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap 4. ROOF SNOW LOAD DATA I' 17.ALIGN JOISTS,RAFTERS AND TRUSSES WITH STUDS WHERE STUD SPACING MATCHES. Collar Tie to Rafter(Face-nailed) 4-16d per tie 4.1. GROUND SNOW LOAD,PG: 20 PSF� � 2-8d each end Blocking to Rafter(Toe-nailed) 4.2. FLAT ROOF SNOW LOAD,PF: 14 PSF Rim Board to Rafter(End-nailed) 2-16d each end 4.3. SNOW EXPOSURE FACTOR,CE: 1.0 18.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. 4'-O" 4'-0" -- - 4.4. SNOW IMPORTANCE FACTOR,IS: 1.0 M E R Y L K R A M E R WALL FRAMING 4.5. THERMAL FACTOR,CT: 1.1 19.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO typ. typ. Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot 4.6. SLIDING,DRIFTING&RAIN ON SNOW: PER ASCE 7-10 CONCRETE FOUNDATIONS INCLUDING SOLID BLOCKING IN FLOOR SPACES. a r c h i t e c t Top Plates at Intersections(Face-nailed) 4-16d joints-each side 5. WIND DESIGN DATA 20.ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY,UNLESS NOTED 3 2 3 3 2 3 0 0• Stud to Stud(Face-nailed) 2-16d 24"o.c. OTHERWISE. �y 2x Header to 2x Header(Face-nailed) 16d 16"o.c.along edges 5.1. ULTIMATE DESIGN WIND SPEED,Vult: 130 MPH 5.2. RISK CATEGORY: 11 21.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED, PT. 2 6 0 HORTONS LANE 5.3. WIND EXPOSURE: D To or Bottom Plate to Stud End-nailed 2-16d 5.4. INTERNAL PRESSURE COEFFICIENTS: +/-0.18 22.FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTU'RER'S POST OFFICE BOX 1 6 0 0 Top ( ) per 2x4 stud 2-16d per 2x6 stud LIGHT WOOD-FRAME WALL 5.5. COMPONENTS AND CLADDING WIND PRESSURE: PER ASCE 7-10 2-16d per 2x8 stud RECOMMENDED FASTENER. S O U T H O L D , NY 1 1 9 7 1 i 1'2 Bottom Plate to Floor Joist,Ba ndjoist,Endjoist or Blocking 2-16d per foot IPLYWOOD OPENINGS 6 3 1 - 4 7 7 - 8 7 3 6 2 1 2 2 1 2 (Face-nailed) PROTECTION;THICKNESS m k a r c h i t e c t c a m FLOOR FRAMING DEPENDS ON WINDOW OPENING STEEL WIDTH(1) Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d perjoist 1. QUALITY ASSURANCE Bridging to Joist(Toe-nailed) 2-8d each end Blocking to Joist(Toe-nailed) 2-8d each end 1.1. FABRICATOR AND ERECTOR:AISC-CERTIFIED COMPANY SPECIALIZING IN PERFORMING THE WORK Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block NOTE: IN LIEU OF SCREWS,LUGS OF THIS SECTION WITH MINIMUM FIVE YEARS EXPERIENCE. 3 2 3 1 3 2 3 Ledger Strip to Beam(Face-nailed) 3-16d each joist WITH NUTS AND WASHERS MAY 2. MATERIALS Joist on Ledger to Beam(Toe-nailed) 3-8d perjoist BE USED Band Joist to Joist(End-nailed) 3-16d perjoist 2.1. UNLESS NOTED OTHERWISE,STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: Gable Roof Plan:7 to 45 degrees Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 per foot SEE 2.1.1. WIDE FLANGES: ASTM A992,GRADE 50 -- - - -- DETAIL --► 4"Vent Thru Roof 2.1.2. ANGLES,CHANNELS,PLATE AND OTHER HOT ROLLED SHAPES: ASTM A36 Quinn Residence ROOF SHEATHING A ROOF 2.1.3. TUBES:ASTM A500,GRADE C. Structural Panels 8d SEE NAILING SCHEDULE 2.1.4. PIPES:ASTM A53,GRADE B. 6316'55 Route 48 2.2. BOLTS,NUTS,AND WASHERS: Greenport, NY 11944 3 2 2 3 Diagonal Board Sheathing _ _-r T-- ,--- _ 2.2.1. BOLTS: TYPE 1,HEAVY HEX,MINIMUM 3/4"DIAMETER. USE"A325"LINO(=ASTM F3125 1"x 6"or 1"x 8" 2-8d per support FRAMING r - r T 2 12 12 1 1 1/2" �z -"_-,-2 - -- 1 GRADE A325 OR GRADE F1852). 11 1/2" I I I 1 1/2" 11 1/2" 2.2.2. NUTS: ASTM A563 HEAVY HEX. 1"x 10"or wider 3-8d per support 12 li 1/2 I ( ( 2.2.3. WASHERS: ASTM F436 TYPE 1 HARDENED WASHERS. 3"No.8 SCREWS 12"O.C. I I Lay. IAV. LAV. ( [LAV. I CEILING SHEATHING I w.c w.c. w.c. I TUB SHOWER TUg SHOWER 2ND 2.3. ANCHOR BOLTS:ASTM F1554 GRADE 36,UNLESS NOTED OTHERWISE. FLOOR Gypsum Wallboard 5d T'edge/10"field WASHER(TYP.) 2" 3" 2" 3' 1 1/2" 2.4. WELDING ELECTRODES:E70xx PER AWS D1.1 UNLESS NOTED OTHERWISE. 2 1 1 2 C.O. NEW NEW EXISTING I C.O. 2.5. GROUT: ASTM C1107,FACTORY-PACKAGED,NONMETALLIC AGGREGATE,NONCORROSIVE AND WALL SHEATHING 1/2"PLYWOOD MASTER BATHROOM BATHROOM NONSTAINING,SHRINKAGE-RESISTANT GROUT WITH MINIMUM COMPRESSIVE STRENGTH OF 7000 PSF Structural Panels 8d as per wall schedule BATHROOM #3 #2 AT 28 DAYS. Fiberboard Panels GLASS 2_ Code Sheet 7/16" 6d 3"edge/6"field 2 -r-' 2.6. LALLY COLUMNS: 4 INCH DIAMETER(U.N.O.),16 GAUGE TUBULAR STEEL,CONCRETE FILLED,BY (- a" a" "� - , DEAN COLUMN CO.,INC.,UNLESS NOTED OTHERWISE. 25/32" 8d 3"edge/6"field 1 1/2"I 2" 1 2" i 2„ 11 1 /2" 11 1/2" 12° T1 1/2" --�2, o a Gypsum Wallboard 5d 7"edge/10"field PLASTIC-COATEDI 1 I 3. EXECUTION 3 2 2 3 PERMANENT WOOD SCREW SINK LAv. LAV. I LAV. LAV. Hardboard gd (see table 3.9) ANCHORS F W.C. I C. 3.1. FABRICATE AND ERECT STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH THE 2016 AISC cuss- F.A.I. SHOWER 1ST Particleboard Panels 8d (see table 3.9) 1 FLOOR CODE OF STANDARD PRACTICE. Gable Roof Plan:0 to 7 de rees 4�_0" Diagonal Board Sheathing � 1/2"PLYWOOD 1110,11 2" 2 2 3 1 1/2 2 31, 2 3.2. INSTALL BOLTS IN ACCORDANCE WITH RCSC'S"SPECIFICATION FOR STRUCTURAL JOINTS USING 1"x 6"or 1"X 8" 2-8d per support FRAMING typ. I HIGH-STRENGTH BOLTS". JOINT TYPE: SNUG TIGHTENED,UNO. 1"x 10"or wider _ 3-8d per support - --- CONNECIT TO HOUSE ROOF SHEATHING NAILING SCHEDULE -- - -- APPROVED TRAP 3" C O' 3.3. WELD IN ACCORDANCE WITH AWS D1.1. MINIMUM WELD SIZES SHALL CONFORM TO AISC SCALE: As Noted FLOOR SHEA ING ----- -- _- -- SANITARY NEW EXISTING EXISTING NEW REQUIREMENTS FOR MATERIAL THICKNESS BUT SHALL NOT BE LESS THAN 1/4"UNLESS:SPECIFICALLY Structural Panels SYSTEM KITCHEN BATHROOM POWDER MUDROOM NOTED TO THE CONTRARY. Zone 1 Zone 2 Zone 3 l WASHER(TYP.) 1"or less 8d 6"edge/12"field I L, #1 FIELD 6"O.C. 4"O.C. 3"O.C. greater than 1" 10d 6' edge/6"field W 3.4. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS ANDOVER ALL Diagonal Board SheathingI T COLUMN SUPPORTS,U.N.O. BASEMENT 1"x 6"or 1"x 8" 2-8d per support 3"No.8 SCREWS 12"O.C. SUMP 3 EDGE 6"O.C. 4"O.C. 3"O.C. DETAIL A-TYPICAL ATTACHMENT OF PUMP EXISTING A-002 1"x 10"or wider 38d per support PLYWOOD OPENINGS PROTECTION TO FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,IFEFER TO"FASTENING 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed WOOD-FRAME BUILDING LAUNDRY SCHEDULE FOR STRUCTURAL MEMBERS%NEW YORK STATE CODE BOOK. 3"on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. ALTERNATE T0120 MPH CERTIFIED WINDOW PLUMBING RISER DIAGRAM 2 When wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted © 2018 Meryl Kramer Architect $ Simplified Roof Sheathing Nailing Schedule g p INSTALLATION: PLYWOOD PANEL WINDOW AND ry to be reduced to 1-16d nail per foot. Scale: N.T.S. All Rights Reserved Not To Scale __ _ DOOR PROTECTION FOR WOOD FRAMED BUILDINGS WINDOW,/ DOOR NOTE: Issue Date: Set: WINDO� SCHEDULE 10/19/18 FOR REVIEW N0. QUANTITY MANUFACTURER MODEL NO. TYPE FINISH RO WIDTH RO HEIGHT HARDWARE GLASS REMARKS QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW 12/21/18 Pricing PRIOR TO PLACING ORDER 1/3/19 Permit A J. ANDERSEN (A Series) ACW 21034 Casement EXT.(white) INT.(birch bark) 2110" 314" Contemporary-White Tempered B 1 ANDERSEN (A Series) ACW 2630 Casement EXT.(white) INT.(birch bark) 216" 310" Contemporary-White C 2 ANDERSEN (A Series) APW 6060 Fked Glass EXT.(white) INT.(birch bark) 610" 610" D 2 ANDERSEN (A Series) ACW 2650 Casement EXT.(white) INT.(birch bark) 216" 590" Contemporary-White E 2 ANDERSEN (A Series) ACW 2030 Casement EXT.(white) INT.(birch bark) 210" 310" Contemporary-White Tempered F 1 ANDERSEN (A Series) AAN 4038 Awning EXT.(white) INT.(bimh bark) 410" 3'8" Contemporary-White G1 1 ANDERSEN (A Series) AAN 3432 Awning EXT.(white) INT.(birch bark) 3'4" 3'2" Contemporary-White Tempered G2 2 ANDERSEN (A Series) AAN 3432 Awning EXT.(white) INT.(birch bark) 3'4" 312" Contemporary-White H 2 ANDERSEN (A Series) ACW 210 50 Casement EXT.(white) INT.(birch bark) 2110" 5'0" Contemporary-White I 2 ANDERSEN (A Series) AAN 3030 Awning EXT.(white) INT.(birch bark) 310" 310" Contemporary-White \5'(SRED ARS J 1 ANDERSEN (A Series) APW 6448 Fixed Glass EXT.(white) INT.(birch bark) 614" 418" ���' ����` K�� K 4 ANDERSEN (A Series) AAN 4024 Awning EX1:(white) INT.(birch bark) 410" 214" Contemporary-White L 3 ANDERSEN (A Series) AAN 3024 Awning EXT.(white) INT.(blrch bark) 310" 214" Contemporary-White Tempered N M 1 ANDERSEN (A Series) APW 6050 Fixed Glass EXT.(white) INT.(blrch bark) 610" 510" '�� OZ48o2 N 2 ANDERSEN (A Series) ACW 3040 Casement EXT.(white) INT.(birch bark) 310" 410" Contemporary-White SOP NE�y 0 3 ANDERSEN (A Series) APW 6040 Fixed Glass EXT.(white) INT.(birch bark) 610" 410" P 1 ANDERSEN'(A Series) APW 6450 Fixed Glass EXT.(white) INT.(birch bark) 614" 510" Q1 2 ANDERSEN (A Series) AAN 6024 Awning EXT.(white) INT.(birch bark) 610" 214" Contemporary-White Tempered Q2 1 ANDERSEN (A Series) JAAN 6024 jAwning EXT.(white) INT.(birch bark 610" 2'4" Contemporary-White Drawing Legend: r_`___, Wall To Be Removed EXTERIOrm"A DSCUE DOOR NOTE: Wall To Remain 4 � SEE PROJECT MANUAL FOR HARDWARE SPECIFICATIONS New wall ROUGH OPENING UNIT SIZE New Foundation Wall ———.———— Lines Above NO. QUANTITY MANUFACTURER MODEL NO. TYPE FINISH RO Width RO Height Width Height Thickness REMARKS ------------ Lines Below 1 1 ANDERSEN (A Series) AEHID 3068 Swing Simple EXT. white INT. birch bark 312 4" 6'11" ------- — Guidelines 2 1 JANDERSEN (A series) FWGD 1.310611-4 Slider EXT. white INT, birch bark 1.310" 6'11" — — — — Fence 3 2 ANDERSEN (A Seri FWGD 70611 Slider EXT. white INT.(birch bark 17'0" 611" 101 Door Tag 4 1 ANDERSEN A Series FWHID 29611AR Swing Sim leEXT: white INT.(birch bark 2'9" 6110 2" 5 1 ANDERSEN (ASeries) FWGD 1110611-4 Slider EXT. white INT. birch bark 11.1.'10" 6'11" 101 Window Tag axxx —t Section X, Sheet A-XXX DOOR NOTE11HITER10 Ro" D"' 0 U00" KF"h SCHEDULE : SEE PROJECT MANUAL FOR HARDWARE SPECIFICATIONS x Detail Ta LL g ROUGH OPENING UNIT SIZE x Elevation Tag NO. QUANTITY MANUFACTURER MODEL NO. TYPE FINISH RO Width RO Hei ht Width Height Thickness REMARKS 4>� 101L 1 TruStile orequal Solid core- Flush Panel Swing Simple White to match walls 310" 618" 13 4" X 102 I 1 TruStile or equal TS1000 Pocket Simple White to match walls 314" 7'0" 13/40 Frosted Glass Panel -Square sticking XOx Interior Elevation Tag 103 1 ITruStile orequal TS1000 Pocket Simple White to match walls 318" 6'8" 13/40 Frosted Glass Panel -Square sticking X 201 1 71�uStile orequal Solid core- Flush Panel Swing 131-part White to match walls 516" 618" 13/40 202 I 1 TruStile orequal Solid core- Flush Panel Swing Simple White to match walls 216" 618" 13 4" 203 1 TruStile or equal Solid core- Flush Panel Swing Simple White to match walls 214" 6'8" 13 4" 204 1 TruStile orequal Solid core- Flush Panel Swing Simple White to match walls 216" 6'8" 13/40 205 1 ITrustile orequal Solid core- Flush Panel Swing Simple White to match walls 216" 618" :13/40 206 1 ITruStile orequal Solid core- Flush Panel Swing Simple White to match walls 1'6" 618" 13 40r 207 1 TruStile or equal Solid core- Flush Panel Swing 131-part White to match walls 510" 6'8" 13/40 208 1 TruStile or equal Solid core- Flush Panel Swing131-part White to match walls 5'0" 16'8" 13 4° M E R Y L K R A M E R 209 1 TruStile orequal Solid core- Flush Panel Swing Simple White to match walls 210" 6'8" 13/4 0 a r c h i t e c t 2111 1 TruStile orequal Solid core- Flush Panel SwingSimple White to match walls 2'6" 1618w 13 4" 212 1 TruStile orequal Solid core- Flush Panel Pocket 131-part White to match walls 418" 1618w :13/4 a 2 6 0 HORTONS LANE POST OFFICE BOX 1 600 PLUMBING FIXTUKr` E SCHEDULE SOUTHOLD , NY 11971 6 3 1 - 4 7 7 - 8 7 3 6 LOCATION QTY FIXTURE MANUFACTURER 7MODEL IMODEL# FINISH REMARKS rn k a r c h i t e c t . c o m MASTER BATH 2 ISink REUSE FROM EX_ . MASTER BATH 2 Faucet Hansgrohe Talis S - Widespread Lav 32310001 Polished Chrome 1 Toilet Toto _ _ Aquia One-piece Dual Flush MS654114MF#01 Cotton 1 Shower Head Hansgrohe Croma 220 26465001 Polished Chrome 1 Shower Arm Hansgrohe 9" Showerarm Standard 4186003 Polished Chrome 1 Pressure Balance Trim Hansgrohe Ecostat S Pressure Balance Trim 15739001 Polished Chrome 1 Shower Rough Hansgrohe Box Universal 1850181 Quinn Residence 1 Tub REUSE FROM EX. MASTER BATH 63165 Route 48 1 Tub Faucet Set Hansgrohe Talis S 4-Hole Roman Tub Set 32314001 Polished Chrome Greenport, NY 11944 1 Tub Rough Hansgrohe Rough for 4 -Hole Roman _ 6646000 BATH #3 1 Tub Kohler Bellwether 60" x 32" RH drain K876-0 White _ 1 Tub Spout Hansgrohe Talis S Tub Spout 72410001 Polished Chrome 1 Shower Head Hansgrohe Croma_22_0 26465001 Polished Chrome 1 Shower Arm Hansgrohe 9" Showerarm Standard 4186003 Polished Chrome 1 Preasure Balance Trim_ Hansgrohe Ecostat S Press. Bal. Trim S w/ Diverter 04447000 Polished Chrome 1 Shower Rough Hansgrohe Box Universal 1850181 _ _ Schedules 1 SinkKohler Verticyl Rectangle 17" K2882-0 White 1 Faucet Hansgrohe TalisS - Widespread Lav _ _32310001 Polished Chrome 1 Toilet REUSE FROM EX. MASTER BATH BATH #2 Bath to be Retiled ONLY Reuse all Fixtures SCALE:As Noted KITCHEN 1 Sink Int rated Sink Integrated and sized with countertops Stainless Steel 1 Faucet Hansgrohe Talis S2 High Arc Faucet 14872801 Steel Optic BAR 1 Bar Sink Franke Cube 15" Bar Sink CUX11015 Stainless Steel _ A-003 1 Bar Faucet Hansgrohe Talis S Bar Faucet 4287800 Steel Optic Mudroorn 1 Sink Kohler Glen Falls Undermount Utility Sink - 3 Ho K-19017-3-0 White 1 jFaucet Hansgrohe jTalis - Single Hole faucet 32082001 Polished Chrome _ _ _ © 2018 Meryl Kramer architect - — All Rlghts Reserved � , | � � � --- --- --- --- --' | | ' | � | | | | | | | | � | | | ) | | | | | | | | | | | | ( | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | /- --- --' --� --- --' --- --� -/ | � | � -- | | | ( | | | | | | | | | | | | | | | / | | | | | | | Issue Date: Set: 10/19/18 FOR REVIEW 12/21/18 Pricing 1/3/19 Permit ON Exan yl III HI 11 EUMM Exisp Kl DINING CE WING :kEl)Ail +Willi 11111 , SwIffil ON FId EXIMIN 024802 DN 0 N EM Em BEDROOM MASEER Will#I Ell ON ON EMN Drawing Legend: Wall To Remain wow r-� New Foundation Wall Fence L Dol �E in' Second Floor Plan XiS Sca 1 T1/811 11-011 Window Tag Section X, Existin First Floor Plan Sheet A-XXX Detail Tag Elevation Tag X<�x Interior Elevation Tag 260 HORTONS LANE POST OFFICE BOX 1600 BASEMEN (3)W DROP GIRDER EMN Quinn Residence 63165 Route 48 (3)2x8 DROP GIRDER Existing Floor Plans r�- --- --- --' --' --� --� --' --- --- -�Tl--- _-- --- _-- —` - | | L SCALE:As Noted Existing | | / Foundation Plan cale �" = ��]" / | `` | | EX— 100 2O18 �ery. Kramer Architect All Rights Reserved \ Issue Date- Set 10/19/18 FOR REVIEW 12/21/18 Pricing 1/3/19 Permit ................... ......................— q-­ 'W 4 4x<<.sr ---------- ED _11FT IPA 8 SOF N OUt' Elevation Drawing Legend: Scale. 1/8 1_0 Wall To Be Removed Wall To Remain New Wall New Foundation Wall - � -__ _ __ ——————— Lines Above ------------ Lines Below —•------- Guidelines Door Tag F- Window Tag Section X, Sheet A-XXX X Detail Tag T-1 ri Elevation Tag X X<6>X Interior Elevation Tag X Eastt Elevation Scale: 1/..1_0. A#k IM E R Y L K RA M E R a r c In i t e c t `'fix_4; _4 -Z 2 6 0 NORTON $ LAN E - -� � a -- -- SOUTHOLD, NY 1 1971 17 4 7 7 - 8 7 3 6 Z=1 m k a r c h i t e c t c o m 71 77 7 Z North Elevation= — SJ/ 1_0 cale. 8Quinn Residence 63165 Route 48 Greenport, NY 11944 Existing Elevations SCALE:As Noted WestElevation pt� n Scale: 1/8" 0 . Nor MAE EX- 101 2018 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 6/19/18 Schematic Meeting 3 2 A-301 0 8/28/18 DD Meeting -3 10/19/18 FOR REVIEW 12/21/18 Pricing 3 1/3/19 Permit -200 LINE OF EXISTING WOOD STEPS&DECK ABOVE - - - - - - � - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -� EDPI, 1<t 0248021 yO ®I ® I I XISTING WALL E S RETAINING _ CONC.ST P EXISTING ;e Y d Y d d d T ®l ®IDrawl ng Legend: Wall To Be Removed Wall To Remain 00 z = New Wall o v ¢ New Foundation Wall 777777-.. gF- ----..--- Lines Above EXISTING UNFINISHED caps z -n ------------ Lines Below ®I ®l " BASEMENT i U a — — — — — Guidelines EXISTING ----, a. — — .—..__ ww I Cl. a w Fence SWIMMING POOL ABOVE EXISTING 101 , i O Door Tag BOILER L----i d + CEXST •------------------- 101 Window Tag HJ O O O O O O O O 2 Section X, - _-___ ------ Sheet A-XXX ® i i -200 EXISTING _ x L _, i ® ® r Detail Tag GARAGE L-----4 � t _ . p EXOSEING ----- Elevation Tag �777777 ® l ® I li li Ii li I' If PAVED DRP"AY 1 EXISTING \\I, �' A-300 xOx Interior Elevation Tag WASHER x 4 7DRYER O -200 �----' O -------- O 0 ®I ®l ------------------- - 0 ------------------ - -- e - - - - - - - = Z Cw7 w M E R Y L K R A M E R W I ¢ oW a r c h i t e c t w � I - - - __ - - - _ v � d - Z V ? w w LLI LINE OF EXISTING w UJ — w o U) UJ I z 2 6 0 H O R T O N S L A N E WOOD STEPS ABOVE z _ LINE OF EXIST{,ING _ ani a I WOOD STEPS HBOVE H�w POST OFFICE BOX 1 6 0 0 �- o w I SPRINKLER ¢ z ------------------- w LLICL 3I� SECURITY SOUTHOLD , NY 1 1971 EXISTING E5 Q W( p ELEC.PANEL 6 3 1 - 4 7 7 - 8 7 3 6 POOL EQUIPMENT STORAGE ma Uj o w d I d . > Y m k a r c h i t e c t c a m v W I I o o _ o I . F ®l ZI LL o q z _ Quinn Residence — 63165 Route 48 vi E Greenport, NY 11944 Op 000 IA A�WAy � I - -----— - - - - - - - - - - - - - - - - - - - ABOVE\ � T � -200 \ Foundation Plan )—Foundation PlanScale: 1/4" 1'-0" � � \ SCALE:As Noted A- 1 00 © 2018 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 12/11/17 APPROVALS 3 3 2 6/19/18 Schematic Meeting A-301 -30 8/28/18 DD Meeting VOO 10/19/18 FOR REVIEW 12/21/18 Pricing 1/3/19 Permit 60'-11" EXISTING 5 1/2" +/-8'-8" 6'-4 7/8" 16'-8 7/8" 10'-2 3,/8" 12'-4 7/8" 11'-0 3/8" 4'-13/4" Uj� Y NEW WOOD STEPS z 7 I --LINE OF EXISTING WOOD STEPS TO MATCH EXISTING v zo �, TO BE REMOVED EXISTING WOOD STEPS __ � _ I ` - --i EDA K�2,q i NEW HANDRAIL ,<<G� RCh - -- - -- - -- - - -- TO MATCH EXISTING i - -- - --- -- -- - - - - - - - - - ------ ------- ------ -- - - -- -- -- --- - ------ - - -- .._ - - WRAPPED IN 1x PVC TRI ( - - - - --- NEW 6x6 P T POST DN - - -- -- --- --- --- - ---- EX -- -- - --- - -- - - -- - - - -- - - - - -- - - + M TYP.) ISTING- - - - - - - - - - ---WOOD DECK - - - -- -- -- - -- f-- - - - - _ i i Rz. 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' PATCH &REFINISH EXIST.WOOD FLOOR - - - - _ -- - ----- ---- ------� z Guidelines 2 c~n - - - -- Fence _ — — 7_71 — — EXISTING DEN -- LINE OF WALL-- w — — — — — TO BE REMOVED w g - - w I- _ -- - - - - -- - - - 101 Door Ta - -- -- -------- -- -- - - EXISTING SLIDING DOOR Uj - - I > EXISTING - -_ TO BE REMOVED&REINSTALLED 1 PROPOSED -_- lol SWIMMING POOL to =PERGOLA ABOVE-- - CASED OPENING TO BE RELOCATED I L---/'_ I ALIGN Window Tag —. r-------1 l 2 SEE(4/A-302&S/102) .-_ _ _ - 3 1/2" J 3 1 2" 3 1 2" 7 1/ " 7 1/ " 71/ Section X, ol -200 Sheet A-XXX _-- -.--_.._--.----_.-.-- --.-.------_---_----__-- 4'-10 3/4" 4'-113/4" 3'-111/2" 1 7'-2" 7'-113/8" 3'-4 1/4" NEW 6x6 P.T. POST -- — — — — — — - - _ J N - -', NEW WET BAR f x - — — WRAPPED IN 1x PVC TRIM (TYP.) _._ ------------ r �--•� Detail Tag - - - - -- EQ. EQ. W/0 E TRY x --- _ N _ — z Elevation g 103 — _ — _ 4 N ---- -- - -- -- I LO Cn � N LO I o �1 M ui 1 L 101 `v =-- - -- - - - N '� 1 I 1 I x = - �: -200 - - - - - -- - - - - - - --- H ---- -- --------- n U DN - O Interior Elevation Tag _ - H 3 102 - - - - - -- m xxx 5 - --- - - - - - 6 40 4 -40 2 I NEW STAIRCASE; I I I x x x w A-500 - - --- A 1 , BETWEEN 1st&2nd FLOOR EXISTING BATH #1 q --� - - - - -- -- - EXISTING - - - - 5 ------- 7 - - -- --�- - O - 'EX = - COVERED PORCH "y PROPOSED 1 -� EX MUDROOM COVERE PORCH - - -- - EX. POWDER -- ----- --- --= � -- ---PVC SH ET CLG�-- -- - -- - - RELOCATED DOORS- CA OORS DN — —. --- - - - - -- - -- PACK OUT WALLLO � .._. - - -- O O OEXIST. TO CONCEAL POST M E R Y L K R A BA E R - - - - R.O. a r c h i t e c t - - ------ -- ------ --- - ------ - - -- ------ - -- - ----- ------- ----------- 5'-5 1/2" 4'-5" 31/2" EXISTING BEDROOM - -- --- -- - -- - - - - --- -- - - -- -- -- - ---- - - - - - - - -- - -- - -.._ 23'0"x 1110" -- ---- - - - ---------------------- ----------- - - ---- -- ---- - ------ - ---- - - ------- 5 - ------ --- ---- - --- - - - - - -- - --- - A-500 2 6 0 HORTONS LANE - ----- ---------------- - EXISTING ST - ---- --- -- -- -- POST OFFICE BOX -__ WOOD STEPS 1600 - - -- - --- ------ ------ - ------- --- ---- --- - - --- ----- - - - S O U T H O L D , NY 1 1 9 7 1 -- -- - -- - --- - - - -- - � N 6 3 1 - 4 7 7 - 8 7 3 6 - { - - - - - - - m k a r c h i t e c t c o m - I . --- - - - XIE STING EQ. — — WOOD DECK — -- — ------- REMAIN --- — -— —a -- — — — -- 1-3 - -- - --- -- --TO REMAIN- --- - -- ------------ - - - -- - -- -- -- - - -- --- - - - -- - - - - - - -- Quinn Residence -- " G N 11944 63165 Route 48 Greenport, Y ----- --- - --- ----- ------- -------- -- --- ----- I l r _ - - -- - ---- ------- ---EXISTING HANDRAIL TO REMAIN First Floor Plan -200 i l l'l �l�l/rl/lrl 11 � /lrllllllll 'l l'�r 1 First Floor Plan SCALE:As Noted Scale: 1/4" = 1'-0" A- 1 01 © 2018 Meryl Kramer Architect All Rights Reserved 3 2 A-301 -30 Issue Date: Set: 12/11/17 APPROVALS 6/19/18 Schematic Meeting 3 8/28/18 DD Meeting -200 10/19/18 FOR REVIEW 12/21/18 Pricing 1/3/19 Permit 29'-9" 7'-2" 24'-0" PROPOSED PROPOSED EXISTING 4'-9 3/8" 4'-10 1/2" 9'-2 1/4" 5'-2" NEW CODE COMPLIANT GUARDRAIL ��5 �yL K!� AS PER 2015 IRC SEC. R312 TO MATCH EXISTING J J LU ------- - - ------ -- - - - o - - o- -------- -0------ --- 4 5 m m N� -- __ A-500 - -- _-.- A-500 -- -- - -PROPOSED WOOD DECK -- -- - - `Q� <�� "9�� o?x802 -- - -- - -- 5/44 IPE DECKING OF NeN) -- -- - --- - - - -- - - _ - - - --- - - -- -- -- Z CV N Z N 2- - - - -- -- - -- - - --- Lo C7 - O .__ -- - - IS - -- 5 - - -- — - -- - - - -- m EQ EQ - 00- _ I ----- 5 . I p I 'FJ_ M P A 500 o i LINE OF DECK Drawing Legend. PROPOSED MASTER BEDROOM SUITE z I OWall To Be TO BE REMOVED N � r ` , Wall To Remain oved CATHEDRAL CEILING � ao MODIFIED BEDROOM rte+ (- 212 I WOOD FLOOR m I m 8'-0" FLAT CEILING M p ATTIC o REFINISH EXIST.WOOD FLOOR 0 I New Wall IACCESSI 1 ABOVE II New—______ Lines Abo de tion Wall L ( 2 A-403 3 1 2" 3 1 2" 31 2" 3 1 2" I I 5 OFFICE Y I A-500 ------------ Lines Below FLAT CEILING 6'-5 3/4" 2'-1" 3'-8" 4'-0" 6'-0 1/4' p O I p x WOOD FLOOR I 3 EQ' EQ. � w — — — — — Guidelines Ld U) _ _ — — — — LINE OF - - _—- _ I I — — — -- Fence N o ivETAP�Bff'46 ihlAtCBtP�tET— RIDGE ABOVE m M — 08 205 207 I �9" - HEIGHT&LOCATION T.B.D. IN FIELD I I _ I 101 Door Tag N (V LO .i v' -- I m 1206 --- ----� —_-- ( I 0 0 iv I� - 204 — --- --- CN M- c I — I 2 Window Tag _777�_ 16-4 ,y I-TI i I EW PERGOLAc M oo i I m AXXX —i Section X, MASTER BATH = 1 STAIR HALL I Sheet A-XXX BELOW -- bo M F I t� W$ATH-#3 o FLAT CEILING 211 DRESSING AREA A-403 � ALIGN WALL LAT CEILING TILE FLOOR I `� --- --- — I 203 FLAT CEILING 4 w/WALL BELOW WOOD FLOOR -- I, TILE FLOOR o � I �� L Detail Tag -200 t, - - - - - 5 - - ! m i Qo I Ln /I b o0 E S AI 1 / BUILT-IN p D1nJ I A-300 Elevation Tag DRESSER M i I � x 1 71 M'121i m 202 o o I xOx Interior Elevation Tag N I I I O T it I I Q1 O 2 O~ l x LO j� I ATTI XISTI _.,:.. C 1 AC $ I H 92 - A 4 5 BOVE NEW TILE FLOOR r A-404 A-500 A-500 NEW SHED ROOF BELOW 20 — _ iv I I I II cn F1 I A 8'-6 1/2" 3 1/2" 3'-113/4" 3 1/2" 10'-3 3/4" EQ. EQ. I > = MI MODIFIED BEDROOM M ERYL KRAMER cm I wCATHEDRAL CEILING a r c h i t e c t o) I o REFINISH EXIST.WOOD FLOOR ,,,,,��I I EI I I 5 LINE OF WALL I I oI a O I A-500 _-- UJI 0 - --- o TO BE REMOVED I I z 2 6 0 H ORTONS LANE (TYP.) I �_ ------- POST OFFICE BOX 1600 - - - - - SOUTHOLD , NY 1 1971 � "` 6 3 1 - 4 7 7 - 8 7 3 6 m —J m k a r c h i t e c t . c o m 1-3 A-500 5 1/2" )111 10'-7" 5 1 2" 17'-9 1/2" 5 1/2" EQ. EQ. Quinn Residence 29'-9" 7'-2" 24'-0" 63165 Route 48 PROPOSED PROPOSED EXISTING Greenport, NY 11944 1 -200 Second Floor Plan N 2 Second Floor Plan Scale: 1/4" = T-0" SCALE: As Noted A- 1 02 © 2018 Meryl Kramer Architect All Rights Reserved Issue Date: Set 12/11/17 APPROVALS 6/19/18 Schematic Meeting 8/28/18 DD Meeting 10/19/18 FOR REVIEW 12/21/18 Pricing 1/3/19 Permit SD ARC' ,,� L K R1 (P O;-, oF t4 J NEW WOOD DECK BELOW ——————————————————————— —7 =------- — ———----- —— ——— — 7 A F — ——1 1: Dmwing Legend: 1-1 Wall To Be Removed A r J Wall To Remain New Wall ation Wall I r t New Found LU Lines Above I A ——————— fl a III i 4 0 J ------------ Lines Below j Guidelines j II Fence NEW 2 STORY FLAT ROOF 12 Door Tag12i 12 ' f 7 !7 WHITE I t EPDM ROOFING CHIMNEY Window Tag EXTEND j. !III : S LOPE -S LO NEW 2 STORY GABLE ROOF O AS REQ. PE ARCHITECTURAL GRADE Section X, W !,ASPHALT SHINGLES Sheet A-XM 0 t T T i 7\ r Detail Tag LJJ t I NEW PERGOLA BE — . I : N I I I LOW 0- Elevation Tag 0 III _jIf co j ---—————————— x x xxxx Interior Elevation Tag I 1 Ox j I II —————————— ————————— L—————————————— ——————---————————— 7 ---—————— INE GA W2 TOP I ELIE R:00 S J ARCHITECTL IRAL GRADE f ' 'ASPHALT SHINGLES NEW SHED ROOF BELOW NEW NuSZROOFING M E R Y L K R A M E R a r c h i t e C t J II 2 6 0 HORTONS L A N E j 2 I POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 I 6 3 1 4 7 7 8 7 3 6 i t e c t c o m m k a r L —————-- — — c h ----—---—---———---———— Roof Plan - Quinn Residence Scale: 1/4" 11-011 63165 Route 48 Greenport, NY 11944 Roof Plan SCALE:As Noted A- 103 2018 Meryl Kramer Architect All Rights Reserved Issue Date: Set: EXISTING CHIMNEY TO BE EXTENDED PROPOSED SECOND FLOOR ADDITION PROPOSED GABLE ROOF 12/11/17 APPROVALS TO NEW CODE COMPLIANT HEIGHT 6/19/18 Schematic Meeting BRICK TO MATCH EXISTING 8/28/18 DD Meeting PROVIDE NEW L.C.C.THRU FLASHING 10/19/18 FOR REVIEW 12/21/18 Pricing T Permit` "Z�a / 1/3/19 ..z PVC RAKE&FASCIA(TYP.).zSSJ T _z _Z 2 12\ 71 17 _z__ 53� �\� z r\.-\�\.-z\ NEW COMPOSITE LAP SIDING TYP. NEW ARCHITECTURAL GRADE � �-'T:�_.-.z z=.. _ s�\Tz \\T�\�r'= z_ \z ASHPALT SHINGLES TYP. \zz; - .. -.,�_�,��1.�' \��.-• ���_��t��.,,__.1.._�.� __ti .�- PVC TRIM _- r__z. 8/4 LINE OF EXISTING ROOF 46 TO BE REMOVED - - -- - --- - --- �----�r -1 ED AIQCy / g r PVC SHEET SIDING \ / Q2 \ - -- II II - W�\ � �4 KRq���\cC LINE OF EXISTING WOOD DECK J— TO BE REMOVED —IL—_JI—_--JL- NEW L NEW PERGOLA - — -- - I q 024802 O� 1-3 �---- I I I' y - � A 500 I IOp t4 -- - Lel -If-----y-_- -I LINE OF EXISTING WINDOWS I 1� I -- -i' TO BE REMOVED / \ \ / PATCH FRAMING &SHEATHING AS REQ.(TYP.) -- \H \H _ -- \ / N ,- I \ I - -�--- �� Drawing Legend: \ / ---- I I ----_-' Wall To Be Removed EXISTING HANDRAIL TO REMAIN 1 ----- ---- \ - - -- - --- --J Wall To Remain - -- - \ PVC _—"" _ New Wall ---- PANEL New Foundation Wall ------- Lines Above ------------ Ines Below I i � Guidelines - ---- -- —• Fence ---- - g - ----- - - --- - --- -- - - - - -- - -_ _ _ O Door los Ta -- - - O --- - - --- - - - - - - - - - -- Window g Ta Section X, Sheet A-XXX /71\- - - ---- -- --- - ---- - -- - - _ Detail g ' Ta E I I x Elevation Tag I -. x EXISTING POOL DECK&GUARDRAIL xOx Interior Elevation Tag South Elevation TO REMAIN 1 Scale: 1/4" = 1'-0" x z e k .0 T�.C"LZ A- T -C l Z' I n � z. r r �,_I—-I-a � s Wiz_,J a z z-s} z . -z,z z s z �zz NEW ARCHITECTURAL GRADE A M E R Y L K R A M E R z_ r 7 r�l a _ _A r z r-- z ; D:_ c SPHALT SHINGLE a r c h i t e c t _ --1- -,C k -,L ,. L T - .L�.�.� 7T l f_ f 1_-.-1 .0^7 I S� 7 S(TYP.) A� IT z"-J A-_� k�I �a J_�_�T__+� fir, - -L -�,__ I_� -_ 1=ice l _\ z z�sx:\ z z z t tea r r� z z 1 _ r r_ z J_ -1__j_ A -A S\ -J -T--,: -A r _A NEW COMPOSITE FASCIA(TYP.) 260 H O R T O N S LANE a z._..x_ k-,-1 z - -z-- .. � r �z \ z -\rz z"z c z.� r A \ � z_ `z_`J z t , J_: � z_� a "� t POST OFFICE BOX 1600 z z z ._, z z` i A ; NEW COMPOSITE LAP SIDING (TYP.) S O U T H O L D , N Y 1 1 9 7 1 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m - _ __ � WOOD DECK -- TO BE REMOVED --- m — -I. --- - - --- --= - -- -- -- - -- - - -- -- - -- - - - --- - - ,__ -_ --- - - LINE OF DOOR/WINDOW Quinn Residence � - "- - --- -- TO BE REMOVED PATCH FRAMING &SHEATHING AS REQ.(TYP.) 63165 Route 48 - Greenport, NY 11944 \ NEW CODE COMPLIANT HANDRAIL&GUARDRAIL - - - \0 AS PER 2015 IRC SEC.R311.7.8&R312 STYLE TO MATCH EXISTING : LINE EPS TO BEORE-MOOVDEDT Elevations REPLACE GARAGE DOOR EXISTING REPLACE GARAGE DOOR &OPERATING MECHANISM DOOR &OPERATING MECHANISM SEE PROJECT MANUAL TO SEE PROJECT MANUAL REMAIN I I i I , ALE:A f S s Noted A-200 2 East Elevation Scale: 1/4" = 1'-0" © 2018 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 12/11/17 APPROVALS 6/19/18 Schematic Meeting 8/28118 DID Meeting PROPOSED GABLE ROOF PROPOSED SECOND FLOOR ADDITION 10/19/18 FOR REVIEW 12/21118 Pricing it 11 If 1/3/19 Permit -J- z S_ i T- J, -c-L T- 3- -T T T -T -j--, T- T-1 11 _J7 -a- -1-1,-j�-L-F J. J---Tl- -C --4- �T -Z--j I -a k J- -1- a--T --Tj J--r-1: L NEW CODE COMPLIANT GUARDRAIL J- -j -T� 8/4 PVC TRIM L f- i i t Ll AS PER 2015 IRC SEC. R312 -T j j-T L ��--J- ax. STYLE TO MATCH EXISTING F- Ar? Illy/ ------ KR4 6 II WOOD DECK NIEW1 WOOD DECK I ON OO TO BE REMOVED OM t(N' e-- NEW PERGOLA oo oA R, up x 024807- Z1 OF U------ Drawing Legend: Wall To Be Removed G1 G2 -4- 1 -Ij Wall To Remain New Wall __j New Foundation Wall —------ Lines Above ----------— --- - - - ------------ Lines Below ItL====I=� I --————— EXISTING WOOD IDECK Guidelines en e ------- 101 Door Tag Window Tag NEW WOOD STEPS��--- sos- TO MATCH EXISTING' Section X, Sheet A-XXX Detail Tag 3 North Elevation Elevation Tag Scale: 1/4" V-0" x x<6>x Interior Elevation Tag x EXISTING CHIMNEY TO BE EXTENDED TO NEW CODE COMPLIANT HEIGHT T. BRICK TO MATCH EXISTING T PROVIDE NEW L.C.C.THRU FLASHING -J-T-1- -Z a�!,, t JL -,1- a r c h i t e c t 112zT T z_ xT- L I I I -j- L I' j -j- P05T OFFICE BOX 1600 J-- 6 3 1 4 7 7 8 7 3 6 LINE OF EXISTING ROOF TO BE REMOVED I I I --T NEW PERGOLA Quinn Residence Greenport, NY 11944 -T--T-,I-T-I L-1 4 EXISTING HANDRAIL TO REMAIN --T -T ---- --- ---------- ---------- Elevations SCALE:As Noted A-201 ------ I j T �D A,11C� K West t Mle�ali�n ScaIeJ/ �,_0. 2018 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/28/18 DD Meeting 10/19/18 FOR REVIEW 12/21/18 Pricing 1/3/19 Permit ED ARC.r s (L KR.4 r 024802 yO� NEW STRUCTURAL RIDGE of N, SEE(S-103) II II II II II II II II II 11 11 II II II II II II II II II II II II II II II II II II II II II II II II II II II II 11 II II II II 11 II II II II 11 II II II II II II II II II 11 II II 11 II II 11 II II II II II II II II II II II 11 11 II II II 11 II II II II II 11 II II II II 11 II II II II II IIII II II II II II II 11 II It II II II 11 II II 11 II II II 11 II II 11 11 If 11 11 11 11 11 11 If If 11 11 11 11 It 11 11 11 fill 12 12 w 7(— ���� NF�,j, �7 LI 11 �I I II II 17 11 IIII II II NEW ROOF RAFTERS Drawing Legend: II II II II II II II II II tl II II II II SEEI(S-103) II II II 11 II NEW FLAT ROOF " _ _ Wall To Be Removed 1 .1 RAFTERS BEYOND �� 5� _ =- _ _ �3� F�4S Wall To Remain II 11 II II II 11 11 II I II I II II II II 11 II II II SEE(S-103) II 11 II II II II II II II II 11 II II II II II II 11 II II II -- -- _.---� ------ — "- -- 11 11 II II II II II II I 11 II II I II II II II II II II II - NEW CEILING JOIST `— New Wall ' 1 i I n II II II II II II II II II II 11 II It - '-- -- II 11 11 II U 11 11 If 11 11 - -- - - - - Plate New Foundation Wall -` T.O. Existing NEW CEILING JOISTS -- --- --"' - +I- 8'-1/2" —— Lines Above SEE(5-103) ------------ NEW / ------------ Lines Below UPSET HEADER PROPOSED 0 ---•—•--- Guidelines SEE(S-102) STAIR HALL \101 CONSULT w/ARCH 1'4111;OPOSELINE OF — — — -- Fence NEW PERGOLA PROFFICE Door Tag D PROPOSED GtGGx MODIFIED EXISTING ROOF TO BE REMOVED 101 MASTER BEDROOM NEW RAFTERS ro'`,"ex BATHROOM MASTER BATH 4 & SEE(S-102) 6 ��P/ A-302 NEW HEADS Q 101 Window Tag FOR STAICASE OPENING .---------------.—.—.—.—.—.—.—.—. T.O_Sub Floor —r Section x, EXIST. FLOOR JOISTS p p� Sheet A-XXX I NEW FLOOR JOISTS / 5 SEE(S-102) _I Detail Tag F- NEW c=o DROP CEILING I w Elevation Tag EXISTING " MUDROOM NEW FLUSH BEAM BEYON �� I EXISTING I x xxx x Interior Elevation Tag DEN o SEE(S-102) BATHROOM SOF 4 LINE OF EXISTING STAIR xx II Z 11 TO BE REMOVE � II II EXISTING DECK JOISTS EXISTING 2x8 FLOOR JOISTS EXIST. FLOOR JOISTS EXISTINGN ii — i SWfMMING NEW FLUSH BEA NEW FLUSH BEAM-- // EAM NEW FLUSH BEAM NEW FLUSH BEAM-- PO L SET ON NEW LALLY COLUMN SET ON NEW LALLY COLUMN SEE(S-101) II = SEE(S-101) 1= SEE(S-101) I' SEE(S-101) EXISTING GARAGE f� I =IIII— 1= = IIII—IIII=IIIIIIIIIIII—IIII IIII=1111 = I i EXISTING BASEMENT i i �5 M E R Y L K R A M E R �� a r c h i t e c t EXISTING DRIVEWAY _ — — I I — _ - -- — IIII Ili/ /ill III. IIII II I � I II IIII II I I I I I I II IIII ..I I I. III II IIII /ill IIII IIII I _ __ I IIII IIII IIII I I II!i IIII IIII II IIt III '- _ III III I I I IIII Ilii IIII IIII I,I IIII 1--- 2 6 0 HORTONS LANE II I IIII IIII-- IIT I ST OFFICEB I OX 0 I i 160 I — I i - II I I I— SOUTHOL I I D , NY I 1971 II I I I I II I I II _ _6 3 1 4 7 7 8 7 3 6 - I I I I m k a r c h _ ' — i t e -IIII I IIII (IIII 1 1 1 1 1 1 I I I I I -III III IIII III II I I _ _-- IIII-IIII IIII IIII-_IIII IIII IIIIIIIIIIII-IIII III III III II IIII IIII I I III III III III IIII III I I III I II IIII IIII-1111-IIIIIIII-IIII IIII- _IIII __IIII_ IIIIIIII_- IIII_ _1111_ _IIII IIIIIIIIIIIIIIIIIIII-IIII IIII__ILIIIIII-IIII Buildin Slection Quinn Residence 1 Scale: 1/4" = 1'-0° 63165 Route 48 Greenport, NY 11944 Building Section SCALE:As Noted A-300 © 2018 Meryl Kramer Architect All Rights Reserved Issue Date: Set. 8/28/18 DD Meeting 10/19/18 FOR REVIEW 12/21/18 Pricing 1/3/19 Permit 1 A-302 NEW CEILING JOISTS SEE(S-103) - - - - ..................................B.O_New Ceiling Joists t7'-1 3/8" U z EX'S\EO \ w \N���REMO� PROPOSED ADJUST PITCH FOR 5'CERED ARCsy� _ �O HALLWAY 1\/EwSHED HEADROOM @ NEW STAIR C9� ��'� KR'9.f� t -' zSFE S-RAF7 NEW FLOOR JOISTS -.- - --� 02� 12 - -102 _-. ��+/`2:5.- - -.-. - T.O.Sub Floor SEE S ----- - -.- -. .-.-.-.-.-.-.� NEW 0" (p NEW D.J. _- { NEW C.J. L s_ FLUSH GIRDER 17 �2480Z p ISOFN&14 SEE(S-102) ! .. J NEW FLUSH GIRDER SEE(S-102) PROPOSED GREAT ROOM Drawing Legend: _; Wall To Be Removed EXISTING FLOOR JOISTS Wall To Remain EXISTING DECK JOISTS EXIST_D_J. -L New Wall New Foundation Wall _ ——————— Lines Above --III — ------------ Lines Below PROPOSED IIII----IIII— III IIII IIII III —IIII- — 1111 -- I I --- I II - � --- Guidelines -- --- _ DRESSING AREAFence --- -- -- -- — —...--- - ---- G DoorTag E EEI I ---IIII=_-IIII _-III! IIII=IIII--IIIIIIII----I- IIIIIIIII 1oi Window Tag IIIIIIIIIIIIIIIIIIIIIIIIIIII -IIIIIIII- -IIIII!ilIIIIIIII—IIII IIII IIII IIIIIIIIIIIIIIIIIIII—IIII IIIIIIIIIIIIIIII—IIII IIII IIII IIIIIIIIIIIIIIIII;II � -� Section X, /71\ f� SII(X XXX Detail Tag Buildin Section 2 Scale: 1/4" = 1'-0" Elevation Tag x XOx Interior Elevation Tag x 21'-10 3/4" NEW STRUCTURAL RIDGE PROPOSED 2nd FLOOR ADDITION SEE(S-103) M E R Y L K R A M E R a r c h i t e c t 12Q,5 �� 12 71 P � SRO 17 2 �OOF�,�p31 SFFrOFRq A-302 2 6 0 HORTONS LANE POST OFFICE BOX 1 600 — ----------------------•-------------- - - ---------------- - - - - - - - T.O. Existing Plate 5 O U T H O L D , NY 1 1 9 7 1 t81-1.667" � 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m PROPOSED PROPOSED PROPOSE() MASTER BEDROOM —DRESSING AlkEA WOOD DECK N_EVVSHED 8EE _RAFTERS �S 702 T.O. Sub Floor - , ----- Quinn Residence NEW FLOOR JOISTS(SEE 5-102)F_ �'- •-•-•---•-•-------------�� 63165 Route 48 1. Greenport, NY 11944 NEW CANTILEVER DECK JOISTS SEE(S-102) KITCHEN/GREAT ROOM EXISTING WOOD DECK TO REMAIN EXISTING FLOOR JOISTS Building Section 1111— i---- VIII II—IIII—IIII - IIII I --III ___.__III -- EXISTING NEW DROP BEAI,M IIII- -- DROP GIRDER SET ON NEW LAILLY COLUMN = IIII= I - -- = I SEE(S-101) EXISTING =- --- ---- BASEMENT - --- — 1 ---- -- -- -- - — -- - SCALE:As Noted EFEE T — I III IIII 1111 IIII IIII 1111 IIII 1111 1111 IIII II I II I — 1 � IIII I I 11 II I I I — i II I I IIII 1111 I II 1111__1111 II 111 1111_ _1111_ I I II 1111 _1111 III III I I - - e A 301 I IIII IIII---IIII -IIII IIII IIII IIII IIII IIII IIII IIII IIII--IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII—1111 IIII IIII I II I I II I I II IIII—1111 IIII IIII IIII IIII IIII IIII IIII--IIII II11 IIII IIII—IIII 3 Buildin Section Scale: 1/4" = 1'-0" © 2018 Meryl Kramer Architect All Rights Reserved f 12 TYPICAL GABLE ROOF CONSTRUCTION: z..., -ARCHITECTURAL GRADE ASPHALT SHINGLES 7 "CHARCOAL"BY GAF Issue Date: Set: -5/8"ZIP SYSTEM ROOF SHEATHING 10/19/18 FOR REVIEW -�- -ROOF RAFTERS 12/21/18 Pricing - - SEE(S-103) FOR SIZE 1/3/19 Permit f w/9"OPEN CELL SPRAY FOAM INSULATION l -.- - -5/8"GYPSUM WALL BOARD _I SLOPE T O Existing 2nd Floor Plate -----•-------•-------•—•---•—.----- — — — — — — — — \ 8'-1 3/8" -----.—..�.---.—.—•---•---•-----------------------•—•-1---•—•—•-------------------•---------.—.—.-----•—• 6" HALF ROUND GUTTER I T.O. Flat Roof Plate �' - - -�-1 1x8 PVC TRIM __ _ _ WHITE(TYP.) HURRICANE TIE ------------------ RED AR w 1!� \4L FLAT ROOF CONSTRUCTION: = e. -EPDM WATERPROOF MEMBRANE-WHITE -RIGID INSULATION PITCH BOARD -5/8"ZIP SYSTEM ROOF SHEATHING PROVIDE SOLID 2x4 BLOCKING N�'924802 O¢� -ROOF RAFTERS BETWEEN STUDS AT ALL PANEL EDGES T� vy'� SEE STRUCTURAL PLAN FOR SIZE OF ve w/9"OPEN CELL SPRAY FOAM INSULATION I I -5/8"GYPSUM WALL BOARD iI TYPICAL EXTERIOR WALL CONSTRUCTION: -LAP SIDING-WHITE -1"ZIP SYSTEM INSULATED R SHEATHING Ld I E TERIOR INTERIOR -APARATEDPLYWOODSHEATHINGASREQ. cs -2x6 STUD @ 16"O.C. L Z w/BATT INSULATION Drawling Legend: ~ U -5/8"GYPSUM WALL BOARD r______-, Wall To Be Removed �— ? NOTE: Wall To Remain z REFER TO WALL TYPES ON STRUCTURAL PLAN New Wall I- FOR SHEATHING REQUIREMENTS - New Foundation Wall I ——————— Lines Above INTERIOR EXTERIOR ------------ Lines °w Guidelines I - Fence { SHED ROOF CONSTRUCTION: 5/4x4 IPE DECKING J { -ARCHITECTURAL GRADE ASPHALT SHIINGLES101 Door Tag OVER P.T. FRAMING I j "CHARCOAL"BY GAF NEW BENCH 12 -(2) LAYERS 15#BUILDING FELT LAP SIDING +/-2.5 -ICE&WATER SHIELD 101 BENCH FACE ADJUST FOR NEW STAIRCASE -5/8"ZIP SYSTEM ROOF SHEATHING Window Tag • HEAD CLEARANCE CODE COMPLIANCE -ROOF RAFTERS ° SEE(S-102) FOR SIZE Axxx —' Section X, ° - - Sheet A-XXX 4--{{ �— w/9"OPEN CELL PRAY FOA M INSULATION -1-�� _ 5/8"GYPSUM x Detail Tag rh T.O.2nd Sub Floor - - - - - Oil t " — Elevation Tag x T , I - - .: ..:....: .:.:.:. .... ..... . ....... .::.: ..:...:.., ..,:,... .,......: ...,....:..,.:..:.. I x x Interior Elevation Tag I - x -�- i OPEN CELL EXTEND WALL SHEATHING SPRAY FOAM INSULATION DOWN OVER BEAM EXISITING WALL: NEW LAP SIDING-WHITE \ I -NEW 1"ZIP SYSTEM INSULATED R SHEATHING 1 Mal' ection @Second Floor Balcon I -EXISTING SHEATHINGBulldin Section @ New Second Floor Wall south side: 1" = 1'-0" 2 Scale: 1" = 1'-O" -EXISTING STUD WALL w/BATT INSULATION I M E R Y L K R A M E R -EXISTING GYPSUM WALL BOARD a r c h i t e c t NOTE: REFER TO WALL TYPES ON STRUCTURAIL PLAN I FOR SHEATHING REQUIREMENTS I ( 2 6 0 HORTONS LANE • IPOST OFFICE BOX 1600 ISOUTHOLD , NY 1 1 971 6 3 1 - 4 7 7 - 8 7 3 6 • I I m k a r c h i t e c t c o m I I I I • I CODE COMPLIANT GUARDRAIL FRAMED I I AS PER 2015 IRC SEC. R312 DWELLINGSTYLE TO MATCH EXISTING @ POOL lo Quinn Residency 63165 Route 48 I I FLASHING AS REQ Greenport, NY 11944 2x10 RIM JOIST WRAPPED IN 1x PVC TRIM P.T. LEDGER \ TO ALIGN w/PERGOLA GIRDER CLAD IN 1x PVC TRIM-WHITE I &FASCIA @ SHED ROOF TRIM TO ALIGN w/GIRDER PERGOLA RAFTERS • 5/44 IPE DECKING SEE(S-102) FOR SIZE — —•---•—•-----•—•—•—•—•—•----- — — — — — —. —.—.—.—. —.—.— —.—.—.—.—.—.—.—.—.—.—.—.—.— - - I — - Z Wall Sections - - C3 _ 6" HALF ROUND GUTTER WHITE(TYP.) Q CANTILEVERED DECK JOISTS - - -- SEE(S-102) FOR SIZE PERGOLA GIRDER P--F- Lj ,rqSEE(S 102) FOR SIZEWRAPPED IN 1x PVC TRIM 1x12 PVC TRIM-WHITE TO ALIGN w/DECK RIM JOIST I I ITO ALIGN w/ PERGOLA GIRDER I -- I &FASCIA @ SHED ROOF &DECK RIM JOIST —.—.—.—..L._.—.—._.—.—.—.—.—.—.—.—.—.—.—.—.—.—I—.—.—. —. —.—.—.—._.—._.. _ ..—.—.I.—.—.—.—.—.—.—.—.._.—.—.—.—..—. — — — — — —————I•—•—•— SCALE:As Noted I 6x6 P.T. POST ° WRAPPED IN 1x TRIM ° WHITE(TYP.) I I I I I :------------- I A-302 71A___-----'1 V Section Detail - Balcon Guardrail ( Section Detail - Pergola Girder & Led er ' Y \ g Section Detail Shed Roof IFascla 3 Scale: 2" = 1'-0" 4 Scale: 2" = 1'-0" _ 5 Scale: 2" = 1'-0" © 2018 Meryl Kramer Architect All Rights Reserved r . I LAP SIDING OVER INSULATED SHEATING Issue Date: Set. T '1;Iz' U NEW 3 1/2"x9 1/2"A.P.B. HEADER 9/19/18 STS Engineering 5/8" PTD.GWB REVIEW10/19/18 FOR j Pricin HEADLOK SCREWS @ 12"O.C. C5 ALIGN /3/1 1912/21/18 Permitg w/3" MIN.PENETRATION INTO HEADER INTERIOR 1x4 WINDOW CASING 0 PICTURE FRAMED FIELD APPLIED EXTENSION JAMB(I (3)HEADLOK SCREWS (TYP.) FROM SILL INTO JAMB Z FLASHING AS REQ. L eel / I Qo -- 8/4 PVC TRIM �:.i OVER INSULATED SHEATHING 0 '.001 (y) NEW 3 1/2"x16""A.P.B. HEAD SILL ARCS SELF ADHESIVE FLASHING 4 j �'4 J-I 1_� 0, L K 02480S +-- 1x PVC TRIM J w/MITERED CORNER-WHITE WINDOW R.O. WINDOW R.O. OP N Second Floor SELF ADHESIVE FLASING('TYP.) C3 Finish Floor cl� pF ...... ?: .— N Ix PVC TRIM 11/2"x 13/4"PVC CASING- 0 Ill ZIP SYSTEM R SHEATHING (8/4 x 4 RIPPED IN HALF) z EXTERIOR SELF ADHESIVE FLASHING 0 SELF ADHESIVE FLASHING D 1"ZIP SYSTEM R SHEATHING — M Drawing Legend: Ill ZIP SYSTEM R SHEATHING < 0 Wall To Be Removed op- — Uj Z LL Wall To Remain 0 LAP SIDING-WHITE 0 New Wall i New Foundation Wall Plan Detail ��omiePo�sl Plan D -0��Ielrmecliale Post Plan Detail j-0 ical Jamb ——————— nes ove Sc CT First Floor Scale: _0 S Scale: 3M a 3 a 3 ------------ Lines Below Finish Floor I —•---•— Guidelines 1 I Fence t 101 Door Tag 1 I SELF ADHESIVE FLASHING 1 101 1 ( Window Tag Partial'S�Utl Elevation @ Box Window Section X, I I Scale: '_0 ----------- -- A_­ x11\ r Detail Tag Elevation Tag INTERIOR EXTERIOR t i.r, I %; x x x Interior Elevation Tag i`; ( EXISTING PLYWOOD SHEATHING <6> x EV, TO REMAIN ON EXISTING WALLS Ix PVC SHEET TRIM I- OVER INSULATED SHEATHING HEADLOK SCREWS @ 12"O.C. 5/8"PTD.GWB LAP SIDING w/3" MIN.PENETRATION OVER INSULATED SHEATHING INTO JAMB 4x4 A.P.B.JACK @ FIRST FLOOR DRIP CAP AS REQ. 46 A.P.B.JACK @ SECOND FLOOR 3j4' (2)2x4 KING AT FIRST FLOOR M E R Y L K R A M E R T.O. 2nd Floor Sub Floor 1x3 PTD.WD CASING(TYP.) 11/2"x 13/4"CASING- WHITE -—-—-—-—-—-—- (2)2x6 KING AT SECOND FLOOR INTERIOR a r c h i t e c t (PICTURE FRAMED) (8/4 x 4 RIPPED IN HALF)i 2"=1/55 t NEW 3 1/2"x9 1/4"A.P.B. 0 z ZZIN�_ I I D 260 H O R T O N S LANE FLUSH HEADER 0 POST OFFICE BOX 1600 A.P.B. 1/2"x9 1/4" Cn w/HUC410 HANGERSOUTHOLD , NY 1 1971 EACH END < Z 6 3 1 4 7 7 8 7 3 6 0 0 m k a r c h i t e c t c o m BLOCKING AS REQ. LAP SIDING OVER INSULATED SHEATHING 77=7 ---- -----SELF ADHESIVE FLASHING C3 31/2"x10.5"A.P.B.JAMB INTERIOR EXTERIOR CONTINUOUS FROM BOTTOM SILL 0 TO TOP SILL Z 1x PVC TRIM OVER INSULATED SHEATHING Quinn Residence SELF ADHESIVE FLASHING EXTERIOR 63165 Route 48 z I Greenport, NY 11944 FIELD APPLIED D 8/4 PVC TRIM 0 EXTENSION JAMBS Ix (4 OVER INSULATED SHEATHING F IX WINDOW R.O. D U) 77 0 Plan Detail @ Box Window Jamb 0 Sc I LINE OF A.P.B.JAMB IN FORE&BACKGROUND a 2 1x3 PTD.WD CASING(TYP.) PVC HISTORIC SILL (PICTURE FRAMED) WHITE HEADLOK SCREWS @12"O.C. w/3" MIN.PENETRATION INTO PLATES '4 Details STUD WALL (3) HEADLOK SCRWS FROM JAMB INTO SILL 5/8" PTD.GWB LAP SIDING OVER INSULATED SHEATHING t SELF ADHESIVE FLASHING n 3 1/2"x14"A.P.B.SILL 0 0 8/4 PVC TRIM SCALE:As Noted OVER INSULATED SHEATHING 1x PVC TRIM SOFFIT OVER INSULATED SHEATHING 31/211 EXIST. STUD LAP SIDING O0 WALL OVER INSULATED SHEATHING VV ifl'=n 171 X,, Section 'ioDetail - T�ical Window�Mead & Sill) BOX WINDOW TRIM NOTE: Scale: _0, Section DetailBox Window CONSULT WITH ARCHITECT PRIOR TO INSTALLATION OF TRIM t @ 2018 Meryl Kramer Architect C1'-0" @ a=ei020 All Rights Reserved Issue Date: Set: 10/19/18 FOR REVIEW 12/21/18 Pricing 113/19 Permit SOLID SHIM EACH SIDE OF BEAM WALL TOP PLATES BEAM,SEE PLAN WALL TOP PLATES UPPER WALL STUDS UPPER WALL STUDS POST ABOVE UPPER WALL PLATE UPPER WALL PLATE SIMPSON CS18 STRAP-TIE FLOOR SHEATHING NEW COLUMN,SEE PLAN AT EXTERIOR WALLS AND FLOOR SHEATHING 14"LSL BLOCKING STANDARD COLUMN END PLATE SHEAR WALLS,ON TOP OR BETWEEN JOISTS BY DEAN COLUMN CO.OR EQUIVALENT EDGE OF WALL PLATES,WI (9)8d COMMON NAILS PER END (2x BLOx JOISTS) ED q 6x6 W2.9xW2.9 WWF 'C�� RLQ #3x16"AT 24"oc EACH SIDE,(2)MIN.PER SIDE, DRILL AND SET INTO EDGE OF EX.SLAB WITH FLOOR JOISTS 1 HILT[HY200 ADHESIVE SYSTEM AND 4"EMBED, t' TYP. Ir EX.SLAB �1C'4 024802 y0¢ BEAM,SEE PLAN ' PLATES Lu LOWER WALL 4 4 Z x x x x ( )�x2 SIMPSON SDS SCREWS BUILT-UP 2x POST BENEATH � L P •� �OF &.1t:\14w g FULL WIDTH OF BEAM, FLOOR JOISTS a • • 1 EACH SIDE U.N.O.ON PLAN LOWER WALL STUDS 1 KING STUD EACH SIDE SOLID BLOCKING IN LOWER WALL PLATES OF BEAM FLOORSPACE, LOWER WALL STUDS MATCH POST ABOVE M U z #4 AT 9"oc EACH WAY M" o JACK STUDS BENEATH FULL WIDTH OF BEAM, z U.N.O.ON PLAN Q POST BELOW,SEE PLAN,MATCH POST Drawing Legend: ABOVE(UNLESS NOTED OTHERWISE SEE PLANr______, Wall To Be Removed Wall To Remain New Wall New Foundation Wall TYPICAL NEW FOOTING AT EXISTING SLAB TYPICAL BEAM BEARING IN WALL TYPICAL FLOOR SPACE BLOCKING AT POSTS TYPICAL BLOCKING AT BEARING WALLS ------- Lines Above A 16- B NO SCALE C NO SCALE NO SCALE ------------ Lines Below NO SCALE —•—•—•--- Guidelines ---- — — Fence 101 Door Tag 101 Window Tag zz —' Section X, RIM JOIST NOT SHOWN FOR CLARITY RIM JOIST NOT SHOWN FOR CLARITY Sheet A-XXX (WHERE APPLICABLE) POST,TYP.,SEE SCHEDULE (WHERE APPLICABLE) POST SEE SCHEDULE �Yx Detail Tag HOLD DOWN,TYP.,SEE SCHEDULE HOLD DOWN,SEE SCHEDULE x 2x4 BLOCKING AT PANEL o ,• ° ••0 4"x12"SIMPSON SDS SCREW EACH Elevation Tag EDGES WHERE INDICATED, ° SIDE OF WEB AT 16"oc . SEE WALL SCHEDULE SOLID BLOCKING IN FLOOR SOLID BLOCKING IN FLOOR 6' " " 6" x x x WALL STUDS, SPACE,MATCH SIZE OF POST SPACE,MATCH SIZE OF POST CONT.t x6 PLYWOOD SHIM O Interior Elevation Tag SEE WALL SCHEDULE i x ANCHOR ROD,SEE SCHEDULE ANCHOR ROD,SEE SCHEDULE FOUNDATION WALL PANEL EDGE FASTENING, SEE WALL SCHEDULE DRILL AND SET ANCHOR ROD INTO TOP OF FOUNDATION WALL WITH PANEL INTERMEDIATE FASTENING, SIMPSON SET ADHESIVE SYSTEM, a"WEB STIFFENER EACH SIDE, SEE WALL SCHEDULE U SEE SCHEDULE FOR EMBEDMENT, CENTERED OVER COLUMN WALL SHEATHING,SEE WALL ° ° MAINTAIN 3"MIN.TO EDGE OF CONCRETE " /r SCHEDULE,LONG DIRECTION BEAM 5g"x8"x4 LALLY LOCK BEAM PLATE _ PERPENDICULAR TO FRAMING, BOLTED OR WELDED TO BEAM AND COLUMN M E R Y L K R A M E R ENDS STAGGERED ( a r c h i t e c # COLUMN,SEE PLAN 2 6 0 HORTONS LANE POST OFFICE BOX 1 600 SOUTHOLD , NY 1 197 1 6 3 1 - 4 7 7 - 8 7 3 6 TYPICAL WALL SHEATHING LAYOUT AND FASTENING TYPICAL HOLD DOWN DETAIL TYPICAL HOLD DOWN DETAIL STEEL BEAM DETAIL m k a r c h I t e c t c o m E NO SCALE OF NO SCALE G NO SCALE H NO SCALE 2" 4" 1'-4" 4" 2" Quinn Residence TO LVL TYP. TO LVL 63165 Route 48 N o Greenport, NY 11944 J N 0 0 12"TO 12"TO PLATE PLATE SIDE VIEW Framing Details CONT.STEEL PLATE,SEE PLAN FOR SIZE, CENTERED ON DEPTH OF LVL AND WITH EQUAL NUMBER OF LVLs EACH SIDE CONT.LVLs,SEE PLAN FOR SIZE AND QUANTITY J'0 THROUGH BOLT,TYP., WITH STD CUTWASHER EACH END, SCALE:As Noted DO NOT COUNTERSINK SECTION VIEW S- 100 TYPICAL FLITCH BEAM NO SCALE © 2018 Meryl Kramer Architect All Rights Reserved 3 2 A-301 -30 Issue Date: Set: 3 10/19/18 FOR REVIEW -200 12/21/18 Pricing 1/3/19 Permit EXISTING 6x6 POST - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � SET ON I2"SONOTUBE(TYP.) - - _ _ _ - - - - - - — _ - - - - - - - - - - - - - - - - - - - - - - - � IEXISTING(3)2x10 DROP GIRDER ED ARG ��L KP,4 ori/0 UJ CN F PERGOLA POST ABOVE I . 4 &STING (3)2x10 DROP G(RDER NOTE 5 NOTE 5 NOTE 024802 p� 5 NOTE 5 OF N� EXISTING(3)2x10 DROP GIRDER U) z LINE OF cn I r l WALL ABOVE I D Drawing Legend: LLJ Z O ( Z O I r____;, Wall To Be Removed 00 LI) O I o I Wall To Remain N ® o EXISTING UNFINISHED o IJi BASEMENT I u� New Wall XIST.(3)2x10 ROP GIRDER ' } oo ( 00 EXISTING I '1 cNIII New Foundation Wall SWIMMING POOL ABOVE I NEW 4" DIA. I " cv LALLY COLUMN ' _ ' EXISTING I ------- Lines Above I I ------------ a' ' SET ON 24"x24"x10" J1 L_ zo 3"STEEL POST(TYP.) I Lines Below •------------------ II r1J z a _..y P.C. FOOTING(TYP.) �'••' N EXISTING(3)2x8 DROP GIRDER I l I ------- - Guidelines POST ABOVE----' T -0-. .—.—. —. �� —. C--_0.—.—.—. .—. ------------o - o-- c�-�-------- PERGOLA --E3 — - I 2 - - - -- Fence Dom.—.—.— ®�.—. I -200 Door Tag 3`•' NOTE 5 I sos EXISTING(3)2x10 DROP GIRDER Z- --, N NEW 4" DIA. Q LALLY COLUMN ___ - Q -- -- - r- -n SEE DETAL(H/S-100) i ALIGN w/POST ABOVE ' I e. I 101 Window Ta u) SET ON 36 x36 x10 � J , , �G I O g FRAMING NOTE: NOTE 5 I o P.C.FOOTING(TYP.) I I -j I W1 ' .. I GARAGE CONTRACTOR TO INSPECT INTEGRITY L_ — _ _ _ _ _ _ p 7` -' �' ' I c� o ! o'_ _; P -j Section X, — — — — _ o NEW 4" DIA. I EX.WALL z m� Sleet XXXX OF EXISITING DECK FRAMING - NOTIFYARCH.OF INADEQUATE CONDITIONS u- LALLY COLUMN J O � J Q - - - - - - - - - - - - � x ALIGNw/POSTABOVE I�� I I I I I I I u� � `_l a NEW4" DIA. 1 x �}) 1- � ; Detail Ta &ISTING 3 2x10 DROP GIRDER • CD SET ON 24 x24 x10 LL \ I I I I aX LALLY COLUMN -- A300 g ( ) I ? P.C. FOOTING(TYP.) ( ) / I N w' I \� I, HD2 I, c� w _ _. ALIGN w/POST ABOVE NOTE 5 � _ 2 7 1 4 LVL z I' I o 4 cn - — — — — — , Z ' , SET ON 36"x36"x10" X DROPPED �• I I Elevation Tag W - -- ------ - - - - P.C. FOOTING (TYP.) -200 I I =_- - ----- — — — — — EX.WALL D� I x + NOTE 5 —L .! O - 6 - - EXISTING(3)2x8 DROP GIRDER Q�' ( :e'. I W3 — �\ ------- I xOx Interior Elevation Tag —. —.— EXISTING (3)2x8 DROP GIRDER „- 0 - ..- x LINE OF ------------------� EXISTING (3)2x10 DROP GIRDER I I WALL ABOVE I _ PERGOLA POST ABOVE----,, I N o �fi� wN - - - - - I h FRAMING NOTES: Z � - - - - - - - - - - - zo D a - - - -{ - - - - - - 1. FIELD VERIFY(VIF)ALL EXISTING CONSTRUCTION I p FIELD VERIFY _ _ — — — x _j �� = 2. EXTERIOR WALLS TO BE TYPE W3 UNLESS NOTED OTHERWISE ` ' - EXST. FROST WALL 00 EXISTING (3)2x10 DROP GIRDER — — — - TURNS CORNER AS IS SHOWN 3."PA" INDICATES POST ABOVE I CONTACT ARCH IF NOT I I M E R Y L K R A M E R II ( I I a r c h i t e c t 4. LALLY COLUMNS TO BE CONCRETE FILLED LALLY COLUMNS BY DEAN COLUMN CO. OR I I Is 9 EQUIVALENT. PROVIDE(ALLY LOCK BEAM PLATES AT FLUSH BEAMS AND LALLY LOCK SADDLE PLATES AT DROPPED BEAMS. L EXISTING 260 H 0 R T 0 N S LANE 5.WHERE INDICATED, INSPECT EXISTING CMU WALL BELOW NEW POINT LOAD.IF CELLS ARE POOL EQUIPMENT STORAGE I ---1 — —'------- — — — — — — — j_'Y HOLLOW,FILL WITH GROUT, FULL HEIGHT. I POST OFFICE BOX 1 6 0 0 6. INSPECT EXISTING CMU WALL AT ALL HOLD DOWNS. IF CELLS ARE HOLLOW, FILL WITH I S O U T H O L D, NY 1 1 9 7 1 GROUT, FULL HEIGHT. PROVIDE(1)#4 FULL HEIGHT REBAR IN FILLED CELL. ( 6 3 I - 4 7 7 - 8 7 3 6 EXISTING (3)2x10 DROP GIRDER HOLD DOWN SCHEDULE rn k a r c h i t e c t c o m MARK HOLD DOWN POST ANCHOR CONCRETE DETAIL COMMENTS ROD DIA. EMBEDMENT HD1 SIMPSON SEE 5/8"0 N/A F/S-100 I L— — — .y HDU5-SDS2.5 PLAN I \ HD2 SIMPSON SEE 5/8"0 8" G/S-100 HDU5-SDS2.5 PLAN I � � � _ _ _ Quinn Residence HD3 SIMPSON SEE 7/8"0 N/A F/S-100 — — — I — — — - ®+ 63165 Route 48 HDU8-SDS2.5 PLAN EXISTING (3)2x10 DROP GIRDER �- - - - - - - -� '� � Greenport, NY 11944 SIMPSON SEE \ T HD4 HDU8-SDS2.5 PLAN 7/8 0 10„ G/S-100 / -200 T WALL SCHEDULE T SHEATHING SHEATHING FASTENING BLOCKING REQ'D MARK STUDS ONE OR BOTH PANEL PANEL AT TALLEDGES REMARKS Structural - First Floor Framing THICKNESS TYPE SIDES OF WALL FASTENER EDGES FIELD PA W1 2x4 @ 16”O.C. N/A N/A N/A N/A N/A N/A N/A 2x4 BLOCKING REQUIRED BEWTEEN STUDS @ 4'O.C. W2 2x6 @ 16"O.C. N/A N/A N/A N/A N/A N/A N/A 2x6 BLOCKING REQUIRED BEWTEEN STUDS @ 4'O.C. �Foundation & First Floor Structrural Plan W3 2x4 @ 16"O.C. 1/2" STRUCTURAL 1 ONE SIDE 8d COMMON 3"O.C. 12"O.C. YES 1 e: 1/4 = 1'-0" NAILS SCALE:As Noted W4 2x6 @ 16"O.C. 1/2" STRUCTURAL 1 ONE SIDE 8d COMMON 3"O.C. 12"O.C. YES NAILS W5 2x4 @ 16"O.C. 1/2" STRUCTURAL 1 BOTH SIDES 8d COMMON 4"O.C. 12"O.C. YES NAILS S- 101 NOTE:AT EXISTING WALLS, FIELD VERIFY CONSTRUCTION MEETS THE REQUIREMENTS ABOVE. CONTACT ENGINEER IF OTHER THAN SHOWN HERE AND CANNOT BE UPGRADED TO MEET THESE REQUIREMENTS. © 2018 Meryl Kramer Architect All Rights Reserved 3 2 A-301 -30 Issue Date: Set: 3 10/19/18 FOR REVIEW -200 12/21/18 Pricing 1/3/19 Permit KRA Ui Lo 4U I � = = = = _ _ ®- - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - r 022408L 0 - - - - - - - F OF N�• --NEW-3x8- — — NEW(2)9 1/4"LVL HEADER7 t NEW(2)9 1/4"LVL HEADER NEW(3) 14"LVL HEADER NEW(2)2x8 HEADER Uj _ — — — — — — #2 WESTERN RED CEDAR HD2 I +� ° ° c� A/ �EROLABAFTER�@�(�C - - - - - -- - - - - - - -_-- - - - - - - - - - - - - - - - ---------------------- -------------------- --- LL- __ _ __ I I IF - - - - - ?�p - - - - - - - - - -� - - —.r o - - - - - - - - - - -- w I HD2 _�I ( _ w - J w w II — — — — — ! g I LINE OF� � g EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS Drawing Legend: m I F N I - Q � 0 - - - - ° WALL ABOVE ° ILUS210 ASSUMED DIRECTION LUS2101 WS210 ASSUMED DIRECTION Iy -+ 2 1-4 = r_____; Wall To Be Removed 0000 - - - - - _ _ -- - - - - _ _ - --Fv-•� o ,HANGER(TYP) HANGER(TYP.),HANGER(TYP) Wall To Remain � 0 Ld w � ' _% LL .. _ � I New Wall www o = x , . <, x -Iw — I %,� w �Q5 I i z N New Foundation Wall IF = = = = = � c� Of p6'q ZI � Q F- wil�. - - -- - - - - -- - - - QP\0 Z \ I =I I ------ Lines Above J�+ w z z- y� 3 t� Lines Below w NEW FLUSH (2)9 1/4"LVL ��= z LU U- --------- Guidelines z w/3/4"x_9" FLITCH PLATE_ 0 N = z NE SH 1/4' --- -----------—� "'- -' w 3 4"x9" FLITCH PLATE NEW FLUSH (2)9 1/4°LVL x' - - -• -- Fence II t 0o W -- HHUS5.50/10 ,�HU410 HANGER HU410 HANGER! I 101 C = = = - - � — - - - - - - - - - -�+ - - - - - - - HANGERwf�HIM+ — m ( O Door Tag HD2 LINE OF I h`ti��o — — s2+ z 3 I rL+� W3 2 WALL ABOVE U) ,' f, -20O I — - ' -------------- - – 101 �- Window Tag /�P� 00o i4 EXIST HEADERo = 1 W1 (2)2x8 MIN. 0" w __ _ ___ NEW(2)_9 1/4"_LVL_ Sheep A XXX _ _-200 --- -- - -- - - x0 1 xx -� Detail Tag s WALLINE A B V E I "� I •� •� = 0 0+ Q w C" w +� wI A-3DO W3 HDI _ 0' LINE OF �' ~ x p, �' z N C7 �1. W1 Z W1 x I ! -----------WALL ABOVE -- -----------'uS N �i. -G�-- ------- -' ��/L FLUSH -, - ---- �+ Z x o I G an — ----------------------------------------- - - --------- - - —(3)C 18 0 Elevation Tag N _ _ - .— — —— ——— ——— —•—•— _ POST BELOW �? NEW FLUSH (2)9 1/4"LVL aHD NEW(2)2x10 HDR. ° TO POST ABOVE X w/3/4"x9" FLITCH PLATE o w c3 _ O 2x8 rt+ HD1 I x / x I I O Cr- o \ \ I Interior Elevation Tag LLI � ) NQ = Jc� HD4 HD4 Q m [Z co y' x w0" `� W5 0 = —_ — _ _ _ - - - - - - - - - - - - — Z � @ - - - _ _ _ _71 0I RTC44 CAP DN E S�ADER EXS �`' LMITER BEAMS OVER POST DN I i — ---- -- - - W5 NEW(3)2x10 dry-y-�` a� �> �� 0, �1• m I HD4 I X FRAMING NOTES: XO I co cr - cr M E R Y L K R A M E R 1. FIELD VERIFY(VIF)ALL EXISTING CONSTRUCTION ,)` N p I CNLU o a r c h i t e c t 2. EXTERIOR WALLS TO BE TYPE W3 UNLESS NOTED OTHERWISE z HD2 I HD2 Z -� 260 HORTONS LANE 3."PA"INDICATES POST ABOVE /1/ 777 7171 77�77 POST OFFICE BOX 1600 4. PROVIDE(1)JACK&(1) KING STUD EACH SIDE OF EACH OPENIING UNLESS NOTED OTHERWISE SOUTHOLD , NY 1 1 971 1-3 6 3 1 - 4 7 7 - 8 7 3 6 A-500 HOLD DOWN SCHEDULE mkarchitect . com MARK HOLD DOWN POST ANCHOR CONCRETE DETAIL COMMENTS ROD DIA. EMBEDMENT HD1 SIMPSON SEE 5/8"0 N/A F/S-100 E� HDU5-SDS2.5 PLAN HD2 SIMPSON SEE 5/8"0 8" G/S-100 HDU5-SDS2.5 PLAN Quinn Residence HD3 SIMPSON SEE 7/8"0 N/A F/S-100 63165 Route 48 HDU8-SDS2.5 PLAN Greenport, NY 11944 HD4 SIMPSON SEE 7/8"0 10" G/S-100 HDU8-SDS2.5 PLAN 1 -200 WALL SCHEDULE SHEATHING SHEATHING FASTENING BLOCKING REQ'D MARK STUDS ONE OR BOTH FASTENER PANEL PANEL AT ALL REMARKS g THICKNESS TYPE SIDES OF WALL EDGES FIELD PANEL EDGES Structural - Second Floor Framing W1 2x4 @ 16"O O.C. N/A N/A N/A N/A N/A N/A N/A 2x4 BLOCKING REQUIRED BEWTEEN STUDS @ 4'O.C. Second Floor Structural Plan 1 W2 2x6 @ 16"O.C. N/A N/A N/A N/A N/A N/A N/A 2x6 BLOCKING REQUIRED SC.ale: 1/4" = 1'-0" BEWTEEN STUDS @ 4'O.C. W3 2x4 @ 16"O.C. 1/2" STRUCTURAL 1 ONE SIDE 8d COMMON 3"O.C. 12"O.C. YES NAILS SCALE:As Noted W4 2x6 @ 16"O.C. 1/2" STRUCTURAL 1 ONE SIDE 8d COMMON 3"O.C. 12"O.C. YES NAILS W5 2x4 @ 16"O.C. 1/2" STRUCTURAL 1 BOTH SIDES 8d COMMON 4"O.C. 12"O.C. YES NAILS S- 102 NOTE:AT EXISTING WALLS, FIELD VERIFY CONSTRUCTION MEETS THE REQUIREMENTS ABOVE. CONTACT ENGINEER IF OTHER THAN SHOWN HERE AND CANNOT BE UPGRADED TO MEET THESE REQUIREMENTS. © 2018 Meryl Kramer Architect All Rights Reserved / NEW 2x6 WALL TO BE BALLOON FRAMED Issue Date. Set FROM SECOND FLOOR TO ROOF 10/19/18 FOR REVIEW 12/21/18 Pricing 1/3/19 Permit tz WALL TO BE BALLOON FRAMED WALL TO BE BALLOON FRAMED NEW 2x1O ROOF RAFTERS NEW 2x1O ROOF RAFTERS FROM SECOND FLOOR TO ROOF 0 FROM SECOND FLOOR TO @ 16"O.C. @ 16"O.C. HANGER(TYP.) HANGER(TYP.) LJ] if zo CN _j ILLJ Eli ILL C5 0,24802. CN <�4> Wall To Remain New Wall New Foundation Wall (0 Fence DoorTag Window Tag Roof Framing Plan Sheet A-M Detail Tag 4 Elevation Tag ' 3 ' - —NEW 2x6 WALL " T8BEBALLOON FRAMED FROM SECOND FLOOR TOROOF NEW 2x6 WALL TO BE BALLOON FRAMED Ak FROM SECOND FLOOR TO ROOF z `\ rb 1. FIELD VERIFY(VIF)ALL EXISTING CONSTRUCTION LU 0 WALL TO BE BALLOON FRAMED 2. EXTERIOR WALLS TO8ETYPE(VV3) UNLESS NOTED OTHERWISEcr 260 HORTONS LANE 00 ' FROM SECOND FLOOR TO ROOF C1;p80 ` ! 3` "PA" INDICATES POST ABOVEPOST OFFICE BOX 1600 . 4. PROVIDE(1)JACK&(1) KING STUD EACH SIDE OF EACH OPENING UNLESS NOTED OTHERWISE IA:DD1 8 00 SOUTHOLD , NY 1 197 1 BALLOON FRAMED —WALL TO BE —FROM SECOND FLOOR NEW (D @ 2x6 CEILING JOIST HANGER(TYR) HANGER(Typ) 2x6 CEILING JOISTS tx HOLD DOWN SCHEDULE 3: Li 2x1O FLAT R.R. z POST TO ALI GN�.. ANCHOR CONCIR Ll @ 16"0. w/ BEAM BEL MARK HOLDDOWN POST ROD DIA. EMBEDMENT HANGER(TYR) -20 HDU5-SDS2.5 PLAN SIMPSON SEE HOD 1 5/8"0 N/A F/S-100 IAIA SIMPSON SEE 00 00 -200 r5/8'0 8" G/S-100 x x 0 Quinn Residence SIMPSON SEE 0 (3 21 HDU8-SDS2.5 PLAN LU _j 0 LU W _1Z z Greenport, NY 11944 SIMPSON SEE 1011 x 7/8"0 G/S-100 00 CA STRAPS FROM z W31 (3) 2x8 HEADER _A2)2x8 HEADER WALLSCHEDULE Q, <\N4 SHEATHING SHEATHING FASTENING BLOCKING REQ'D MARK STUDS ONE OR BOTH PANEL PANEL AT ALL REMARKS Structural - Roof Framing THICKNESS TYPE SIDES OF WALL FASTENER EDGES FIELD PANEL EDGES 2x4 BLOCKING REQUIRED LINE OF 2x4 @ 16"O.C. N/A N/A N/A N/A N/A N/A N/A BEWTEEN STUDS @ 4'0.C. WALL BELOW —POST TO ALIGN er Uj 2x6 BLOCKING REQUIRED w/END OF WALL 00 NAILS Uj SCALE:As Noted Attic Level Framing Plan z 8d COMMON 0 1 NAILS X CN 8d COMMON NAILS A I I I I I I I A S- 103 AT EXISTING WALLS, FIELD VERIFY CONSTRUCTION MEETS THE REQUIREMENTS ABOVE. CONTACT ENGINEER |FOTHER THAN SHOWN HERE AND CANNOT BEUPGRADED TOMEET THESE REQUIREMENTS. L / L___ VW3� 61 siz Wt#' --' NEW 2xGWALL �0 2018 K4ory| Kramer Architect TO8EBALLOON FRAMED Ali Rights Reserved FROM SECOND FLOOR TOROOF