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HomeMy WebLinkAbout46901-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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 #: 46901 Date: 9/30/2021 Permission is hereby granted to: 8100 Hortons Lane LLC c/o Michael McDonnell 5 Lagoon Dr Paget, To: Demolition of an existing dwelling and construction of a new single family dwelling as applied for, per SCHD, NYS DEC, ZBA # 7433 and Trustees # 9346 approvals, and with flood permit. At premises located at: 8100 Horton Ln, Southold SCTM #473889 Sec/Block/Lot# 54.4-31 Pursuant to application dated 8/17/2021 and approved by the Building Inspector. To expire on 4/1/2023. Fees: DEMOLITION $680.20 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,388.00 CO -NEW DWELLING $50.00 Flood Permit $100.00 Total: $3,218.20 Building Inspector TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying^ TOWN HALL Board of Health SOUTHOLD,NY 11471 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAY:(631)765-4502 x e£ su •.,• Southold townny.gov PERMIT NO. _f_ _f£ ,r Check Septic Form N.Y.S.D.E.C. Trustees _ C.O.Application Flood Permit Examined ,20 Single&Separate _- Truss Identification Form Storm-water Assessment Form Contact Appro, — mail �d# J Disapproved arc Phone: F. ri,anon -20 I `t Building Inspector S (Lj j APPLICATION FOR BUILDING PERMIT Date } '� 20_,_;�� INSTRUCTIONS a � pRq MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 opt= ac t ate €A'? n to scale.Fee according to schedule. K Plot. 44��4ativn of lot and of buildings 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 building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. 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 applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,ifa corporation) } i'4t�i ung address of a,pl *a State whether applicant is owner,lessee agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises fAs on the tax roll or latest deed)_ If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer! Builders License No Plumbers License No Electricians License No. Other Trade's License o_ .. Location of land on which proposed work will be done- 81,Q � e.710US ZA&=5 S�lJl1l7 D1 House Number Zeet Hamlet County Tax Map No.1000 Section 5;4 Block 4 Lot �� I NEW YORK STATE DEPARTMENT OF E - CENTAL CONSERMION D'-'s'on a_—�n==, onm n=a1 cr—ts Rey on 1 SJ ,t` E' .: S- cam- __- C3� _._ c PERMIT MODIFICATION July 28, 2020 8100 Hortons Lane LLC 5 Lagoon Drive Paget, Bermuda DV08 Re; Application 1-4738-04616/00001 8100 Hortons Lane LLC — 8100 Hortons Lane SCTIM# 1000-54-04-31 Dear Permittee: The Department of Environmental Conservation (DEC) has reviewed your request to modify the above referenced permit in accordance with the Uniform Procedures Regulations (6YCRR Part 621). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions. Therefore, the permit is hereby modified to authorize: Changes to the proposed footprint of the single-family dwelling and accessory structures. All work shall be done in accordance with the modified site plans prepared by Barnes Coy Architects, last revised 06/30/2020, and septic plans prepared by TF Engineering, last revised 07/24/2020 and stamped 'NYSDEC Approved' on 07/28/2020. This letter is a modification to the original permit and must be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Sincerely, Laura F= Star Permit Administrator cc: Michael Kimack BMHP BoEH File twoR, Glenn Goldsmith, President I 'Sa_ Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 John M. Bredemeyer III P.O. Box 1179 Southold, New York 11971 Michael J. Domino Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 TRUSTEES TOWN OF SOUTHOLD January 22, 2021 Michael Kimack P.O. Box 1047 Southold, NY 11971 RE: 8100 HORTONS LANE, LLC 8100 HORTONS LANE, SOUTHOLD SCTM# 1000-54-4-31 Dear Mr. Kimack: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, January 20, 2021: WHEREAS, Michael Kimack, on behalf of 8100 HORTONS LANE, LLC applied to the Southold Town Trustees for an Amendment to Wetland Permit#9148 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated July 22 2020, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#9346 to demolish existing one-story dwelling with garage, foundation, outdoor shower, porches, steps, cesspool, water well, shed and stepping stones; backfill disturbed areas; construct an elevated three-story, 1,713sq.ft. dwelling and 730sq.ft. of terraces with 18sq.ft. of 2 third floor outdoor shower and 60sq.ft. on-grade landing for a total of 2,521sq.ft.; install an I/A Wastewater Treatment System and install gutters to leaders to drywells to contain roof runoff; and as depicted on the survey prepared by Nathan Taft Corwin III Land Surveyor, last dated July 20, 2020, and stamped approved on January 20, 2021. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None This is not a determination from any other agency. Sincerely, 'J4 L Glenn Goldsmith, President Board of Trustees GG/dd Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION,-PRE-ENGINEERED MOOD CONSTRUCTION DOR TIMBER CONSTRUCTION Date: June 14 , 2018 Owner: 8100 Horons Lane LLC Location of Property: 8100 Hortons Lane, Southold, NY 11971 Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing commercial or residential structure 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 this form): Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 BOARD MEMBERS ` Southold Town Hall - M1 a u `��� Leslie Kanes Weisman,Chairperson 53095 Main Road •P.O.Box 1179 a �_ Southold,NY 11971-09.59 Patricia Acampora - gy , Office Location: Eric Dances i Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento �6 ` Southold,NY 11971 htty)://soutlicildtownny.gov ZONING BOARD OF APPEALS August 7,2020 TOWN OF SOUTHOLD Michael Kimack Tel. (631)765-1809 • Fax(631) 765-9064 P.O. Box 1047 Southold,NY 11971 Re: De Minimus Request Denied, File# 7214 8100 Hortons Lane, LLC, Southold SCTM No. 1000-54-4-31 Dear Mr. Kimack; We are in receipt of your correspondence received July 16, 2020 requesting a de minimus approval to construct a single family dwelling upon the above referenced premises. In your letter, you indicated that the applicants employed a different architect to draft plans for the new dwelling which replaces the original design that was approved by this Board. You further explain that the footprint configuration is situated within the approved setbacks by this Board, the height of the natural grade at 34 feet is still below the maximum allowable height, lot coverage is essentially the same as the prior approved design, the ground floor will remain non-habitable and that a sprinkler system will be installed in conformance witlr the State Building code. After I forwarded your letter, the new architectural plans and renderings, and the prior ZBA determination (No. 7214,dated February 21,2019)to the Members of the Board of Appeals for their review,we discussed your request at our Regular Meeting on August 6, 2020. As you will recall,the Zoning Board granted relief for a proposed new single-family dwelling with a non-conforming third story with the ground level to be used as non-habitable storage, elevated to FEMA compliance in a high-risk flood zone, but landward of the Coastal Erosion Hazard Area on this waterfront property. An important factor in granting approval for the third floor was the visually porous non- habitable ground floor and the delicate massing of the previous architectural plans, which the Board believed offered a solution that was in keeping with the character of the neighborhood while not appearing out of scale so close to the curved section of Horton Lane.It is the Board's opinion that the massing of the volumes in the proposed new design is far bulkier than the approved plans, and will therefore have a much greater visual impact on the road and in the,neighborhood. De minimus requests are typically granted for very minor changes from approved surveys and/or architectural plans. In this instance, what is now being proposed is totally different from the architectural plans that were approved.Therefore,the Board has determined that your request is not de minimus in nature.If you wish to proceed with the new architectural plans you will need to return to the Building Department to obtain a new Notice of Disapproval, and then apply to the ZBA with a current survey or site plan and architectural plans prepared and stamped by a design professional. Please contact our office for any additional questions or concerns, St v3` ilt � , Y_C4 eslie Kane- Weisman Chairperson/Department Head CC: Michael Verity, Building Department BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora41 Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento � Southold,NY 11971 http://southoldtow=y.gov RECEIVED ZONING BOARD OF APPEALS VV �� TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 N told"Town S30U rk FINDINGS,DELIBERATIONS AND DETERMINATI MEETING OF NOVEMBER 19,2020 ZBA FILE:#7433 NAME OF APPLICANT: 8100 Hortons Lane LLC PROPERTY LOCATION: 8100 Hortons Lane, Southold,NY SCTM No. 1000-54-4-31 SERA DETERh _'ATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type If 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 September 17,2020 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LVvW 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 October 25, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is the recommendation of the coordinator that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. Furthermore, when the action is assessed with the surrounding community character, the addition of a third story in this instance does not fully foster a pattern of development that enhances community character, as indicated in Policy 1 criteria of Chapter 268. Furthermore, the proposed action does not meet Policy 4 which supports relocating and or decreasing the size of non-water dependent structures in vulnerable areas. The purpose of the regulations within Coastal Erosion Hazard Area and FEMA flood zones is to avoid and minimize structural loss. The proposed third story structure is located in an area subject to repeated storm surge and expected structural damage and loss over time. In order to mitigate inconsistencies with LWRP policy standards, the applicant has proposed elevating the structure to FEMA compliance heights creating a first finished floor at 14 feet. No other uses but a basement/garage/storage will be built at ground level. With the applicant's proposed additional improvements, including the installation of an IA sanitary system, and the conditions imposed herein, the Board finds the action CONSISTENT with LWRP policy standards and therefore CONSISTENT with the LWRP. On October 13, 2020,the project was again submitted to the LWRP with the following conclusions. The proposed action has been reviewed to Chapter 268,Waterfront Consistency Review of the Town of Page 2,November 19,2020 #7433, 8100 Hortons SCTM No. 1000-54-4-31 Southold Town Code and the Local Waterfront Revitalization Program (L WRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available the proposed action is recommended as CONSISTENT with the LWRP.This recommendation is based upon the following: The Board granted a variance (Appeal No. 7214) for a previous proposal on February 21, 2019 finding the action consistent with the L WRP. The decision included mitigation that furthered Policies 1,4 and 6. The new proposed action reflects the decision. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 31,063 sq. ft.parcel with 12,660 sq.ft. landward of the Coastal Erosion Hazard Line(CEHL). The parcel measures 200.88 feet fronting Horton Lane along the southwesterly property line,measures 348.14 feet along the southerly property line, measures 54.82 fronting the Long Island Sound along the northeasterly property line and measures 416.95 feet along the northerly property line. The parcel is improved with a one-story house and garage with an enclosed porch and outside shower. A framed shed is located seaward of the CEHL as shown on survey prepared by Nathan Taft Corwin III,L.S., last revised July 20,2020. BASIS OF APPLICATION: Request for a Variance from Article IV, Section 280-18 and the Building Inspector's September 9, 2020 Notice of Disapproval based on an application for a building permit to demolish an existing single family dwelling and construct a new single family dwelling, at; 1) more than the code permitted maximum two and one-half(2-1/2) stories; located at: 8100 Hortons Lane, (Adj. to Long Island Sound), Southold,NY. SCTM No. 1000 54-4-31. RELIEF REOHETED: The applicant requests a variance for relief for constructing a new single-family dwelling with a third story where a maximum of two- and one-half stories are permitted by the zoning code. ADDITIONAL LN-FORMATION: The applicant was granted a variance to construct a third story in a new single-family dwelling on February 21,2019,Appeal No. 7214. On July 16,2020,the applicant then asked for a de minimus approval to change the entire design of the dwelling from what had been previously approved. In response to the request, the Chairperson and Board Members discussed the matter and reviewed the new architectural plans and elevations and, in a letter from the Chairperson, dated August 7, 2020, that applicant was informed that the de minimus request was denied and that a new application and public hearing before this Board would be required if the applicant wished to proceed with the new architectural plans. During the public hearing the applicant's agents testified as to the nature of the proposed third story. Due to FEMA regulations, the building is situated in an AE zone, which does not allow any habitable living space on the ground floor. The ground floor of the proposed new dwelling contains an unconditioned, non-habitable one car garage, storage room, and a cabana/full bath, with beach, garden and additional general storage rooms. Because the proposed dwelling has two habitable levels above the ground floor level, the Building Department has determined that the dwelling has three stories where a maximum of two and a half stories is permitted by Town code. The proposed dwelling is in fact an elevated two-story dwelling. The owner's agents also testified that the proposed structure will have less visual impact than the previously approved dwelling. The Board informed the applicant's architect that a full bath was not permitted in the proposed ground level storage areas by code and that the shower would have to be removed,which he agreed to do. Page 3,November 19,2020 #7433, 8100 Horton SCTM No. 1000-544-31 The applicant has received a Board of Trustees Wetland Permit because the proposed new dwelling will be located landward of the Coastal Erosion Hazard Area and into FEMAAE Zone on the subject property. FINDINGS OF FACTS REASONS FOR BO.ARD ACTIGN: The Zoning Board of Appeals held a public hearing on this application on November 5,2020_at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §2 ' -bM(b) f . Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed dwelling is similar in size and height to many other new and renovated waterfront dwellings along North Sea Road that are elevated to FEMA requirements.Most homes in the neighborhood include attached garages. 2. Town Law 267-bQ(b)(Q. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant proposes to demolish an existing dwelling and accessory structure located in the Coastal Erosion Hazard Area and to build a new dwelling landward of the Coastal Erosion Hazard Line on the subject property. The applicant also proposes to locate a new IA sanitary system in the code conforming front yard. The subject property has street frontage on a curve in the road that joins Horton Lane to North Sea Drive. Collectively these factors, severely limit the buildable area of the lot, especially within the front yard, leaving no feasible alternative but to locate a garage, storage area, and half bathroom within the elevated foundation of the new dwelling. 3. 'own Law 2 -b(3)(b)1`3 , The variance granted herein is mathematically substantial, representing 100% relief from the code. However, the parcel is located in the FEMA regulated AE zone which requires the proposed residential structure to be built on a foundation that is 12 to 14 feet above grade. To build a two-story dwelling on the required foundation,the applicant must seek a variance for a three-story home.Further,the proposed dwelling is conforming in height. 4. Town Law 267-bol 4i. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and be compliant with FEMA regulations and requirements set forth in the Board of Trustees' Wetlands Permit. Also,the proposed construction replaces a dwelling and sanitary system that is seaward of the Coastal Erosion Hazard Area, thereby being more conforming in location and lessening adverse environmental impacts 5. Town Law 267-b3b)f5 . The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Page 4,November 19,2020 #7433, 8100 Hortons SCTM No. 1000-54-4-31 6. Town Law 2 '-b. Grant of requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a single family 3 story dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Gt L�DN D J : In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Lehnert, seconded by Member Dantes, and duly carried,to GRANT the variance as applied for,and shown on the survey prepared by Nathan Taft Corwin III,L.S., last revised July 20, 2020, and Architectural Plans prepared by Christopher James Coy, Architect, dated May 28,2020. SL JBCT TO Tfffi FOLLOWING.CO TI IONS; 0.1"The applicant shall install an Alternative (I/A OWTS) Wastewater Treatment System as approved by the Suffolk County Department of Health. 2a4he applicant shall submit a new ground level flour plan showing the removal of the 61 proposed shower in the cabana bathroom and relocating it to a conforming location on the -exterior of the structure. .;L-'The ground floor garage, storage areas, and half bath shall remain non-habitable and onditioned space. 4. s e applicant shall install a sprinkler system per NYS Building Code requirements 5. The applicant shall install landscape screening along both of the side property lines but shall not obstruct the vision of drivers entering and exiting the subject property or nearby properties 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. In the event that this is an approval subject to conditions,the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. 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 Page 5,November 19,2020 #7433, 8100 Hortons SCTM No. 1000-54-4-31 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),Acampora,Dantes,Lehnert, and Planamento(5-0). cslie Kaj6s Weisman,Chairperson Approved for filing /J / /2020 lflo +�O - L--3i LZD S j1p "lu BUrLPrNG DEM Built€inn DepLIttntetit Application AUTHORIZATION (where the Applicant i�not flic Owner) 1'� A residing atj�p—� '�G,t�1� (Print propelly owner's name) (Mailing Address) do hereby authorize (Agent) to apply on my behalf to the Southold Building Departme.it. --7-X� a (Owners Signature) (Date) (Print Owner's Narne) G A CD C c cs o D _ r 33' m ' b CD o o 71c zco CD C- Zm0Z'TI _ `nix - mrd Z II �a i� Li iD�T -�#M� po Cn=C/) in v I Dd c J�> za�rm- OzC? c D-a 20 V/ WCDU Z tG N W— _>�_" 11 75 olmp-9 �� T M,_ , pa ">� 7�000- J - mN r �' oma'. CQ p n Cf)(0 -Di z t� r..r: o --. ....... 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'r ••.. el ''f'•' i ' ' ''i"- •X. - •ries .'i- r: '.< :, ;may:., / r p {., .� e'I''+ 1 ,� .r� •t14- . 4JJt.•l.f ` �' Jx. •,r''r.?,r ..:��'+�A./'..,.t1r.J�:• .� :;r •! .,. f[%' r . hw �� ....•ati,..a.iA;,:fi.;.,.Srsvi.{Aia,�A.:.w�•{lae., F BRIDGEHAMPTON: 1936 MONTAUK HIGHWAY PO BOX 763 8100 HORTONS LANE BRIDGEHAMPTON, NY PHONE: 631.537.3555 TOWN OF SOUTHOLD FAX: 631.537.0558 SUFFOLK COUNTY NEW YORK . Fj At R I\f E%S-�,, ARCHITECT: BUILDER: SURVEYOR: STRUCTURE: CIVIL ENGINEER: MECHANICAL: S NATHAN TAFT D.R. PILLA ' T.F. ENGINEERING KOLB � _ :[- BARNE�� COY SEIFERT ARCHITECTS P.C. CONSTRUCTION CORWIN III ASSOCIATES, P.C. P.O. BOX 596 11500 SOUND AVE ARCHITECTS SAG HARBOR, NEW YORK 119163 MATTITUCK, NY 11952 1936 MONTAUK HIGHWAY 11780 OLD SOUND AVENUE 1586 MAIN ROAD 23 DEPEW AVENUE 631.740.7273 P 631-298-5527 POST OFFICE BOX 763 MATTITUCK, NEW YORK 11952 JAMESPORT, NEW YORK 11947 NYACK, NEW YORK 10960 F 631-298-5534 BRIDGEHAMPTON, NY 11932 631.298.1036 631.727.2090 845.727.7793 -- - , r 631.537.3555 (4456 FAX) If, I�,�,,�;�.,-,,--,�",,� " ""` .{ - • �.s 1DRAWING LIST �I1 - I McDONNELL RESIDENCE GENERAL INFORMATION A1.0 COVER SHEET A1.1 GENERAL NOTES& PLUMBING SOUTHOLD, NY SITE PLAN A2.0 SITE PLAN FLOOR PLANS A3.1 GROUND LEVEL FLOOR PLAN COVER SHEET A3.2 MAIN LEVEL FLOOR PLAN A3.3 UPPER LEVEL FLOOR PLAN A3.4 ROOF LEVEL FLOOR PLAN A3.5 GROUND LEVEL RCP A3.6 MAIN LEVEL RCP A3.7 UPPER LEVEL RCP ELEVATIONS A4.0 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATIONS A4.2 EXTERIOR ELEVATIONS SECTIONS A5.0 BUILDING SECTIONS A5.1 BUILDING SECTIONS , ,-- f`3( fr7 ,_. Al , �n f---\ A5.2 BUILDING SECTIONS 1,:'-I L. / ' r._, I i/ � �'-; A5.3 BUILDING SECTIONS t ) 1 L CL CL A5.4 BUILDING SECTIONS AUG Z�2� L-'f N r\ RENDERINGS C\j 0 RENDERINGS Ir7t Lo �? y > 2020 JULY 15 N co T ROOM SCHEDULE MATERIAL SYMBOL LEGEND ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE _ !!.+ �1 i 1 11: t , Load Short Form Job: 8100 Horton Lane AN INSTRUMENT OF SERVICE AND ROOM # ROOM NAME LEVEL =— EARTH COMPACT FILL Generated by REScheck-Web Software , , Date: 5119/2020 �G\STERF� SHALL REMAIN THE PROPERTY OF iance Entire Nouse By: Gerson Rubio �S�OPNF9 THE ARCHITECT.THE CONCEPTS DESIGNS CONTAINED HEREIN Corn p�A Ceftificate Home Energy Solutions v ARE INTENDED FOR THE SPECIFIED GROUND rn LOCATION AND CLIENT. UNDER NO -J1� CIRCUMSTANCES SHOULD THEY BE 000 GARAGE GROUND ,. � POROUS FILUGRAVEL 187 EMain St,Huntington,NY 11743 Phone:631-673-0664 Emal:gdlamay3agmail.com Web:home-energysolations.com USED BY ANOTHER PARTY OR IN 001 STORAGE GROUND �1 ANY OTHER LOCATION. 002 CABANA GROUND Project McDonnell Residence • • " • `��4p ANY CHANGES MADE TO THE PLANS 003 BEACH STORAGE GROUND CONCRETE BLOCK '�FWYOR�1�. NOT BY BARNES COY ARCHITECTS, �%= For. P.C.OR WITHOUT WRITTEN Energy Code; 2018 IECC 8100 Hortons Lane, Southold, NY CONSENT OF BARNES COY 004 STORAGE GROUND Location: Southold, New York ARCHITECTS, P.C. IS IN VIOLATION 005 GARDEN STO. GROUND Construction Type: Single-family OF LAW AND STRICTLY PROHIBITED. CAST-IN PLACE CONCRETE Project Type: New Construction Con dltloned Floor Area: 3,324 ft2 MAIN Glazing Area 38% CHECKED BY: - Htg Clg Infiltration Climate zone; 4 (SS72 HDD) outside db (°F) 10 84 Method Simplified ISSUED 100 GENKAN ENTRY MAIN — W H W ]V/01F N E WALD RARDINER & Q S 64050'00" E oa o JOSEPH TOMITZ Lu z)a 4�c _ _ Wco 416.9 5' 't FOUND CONN. I ' ON. 0.4`N. xr _ _ _ _ I � M O co / / / GRASS EDG� OF FENCE 6PLIT RAIL ENCS I ENCEBEACH j (� fo TT 1.2`S. NCE 0.5`S. BRUSH `-+1 1 O.L. L0 I f I PP EDGE OF BRUSH \ ( M X`� Q f I I / m N \cV La to 01 ►`� f I I 1 U0� 1 m4 I \ \ om I \ /►. J o I / J Z I J I W 1 I I W m m I I i I I EXIST'G SEPTIC SYSTEM TO Seo Q \ �0'q'� ' BE ABANDONED PER 5 "' �� •\ r" I ,���` / ,`��j. SCDHS-WWM v+P` 1 W N 5629'40" + 1 I ` \ i w f I _. + I 12.3 I � \ I f FRAME �+ + SHED ro TEPp ?` 1 + DW N —E OFJ � t / Y f 1N�MON. + I o I BRUSH I + • , I N _J / WATER00 207,63 �0�0 &ARCARErtio FouND coNc JA ME ANNE DO TY / : MON, s f MURph5'-0" \ O G�3`��O o 1011 0„ 1 CONC70, w OaSR a1w ���V ON IDE [EHLAS I Fr NN. HAZARD M,p ER S,O ONO 348. 141 F LO 1Q N p O� V N O N z z o 1 SITE PLAN 1" = 20'-0" 416 . 9 5 McDONNELL RESIDENCE wt- Ln 8100 HORTONS LANE I o C rc. f`„ r r, f N -•- .. . .. .. ... , ._ , ,,, I o TOWN OF SOUTHOLD SUFFOLK YORK COUNTY, NEW W. S.C.T.M. # 1000-54-04-31 \ 1' N \ PERVIOUS STONE DRIVEWAY N I 101.0,0 IN i /Q p EXISTING 'TOWN + DEC COVERAGE CALCULATION � \ / � / .�� � 0 LOT AREA 31,063 SF ADJACENTAFiEA (to[EHL Line) 12,660 SF I I RUSHED STONE �� _ J • EXISTING RESIDENCE 1,615 SF �� EXISTING FRONT PORCH 62 SF \ o\° STORAGE CAR PORT GARAGE ALKWA / / I EXISTING REAR PORCH 292 SF 2,114 SF 1 / h/ / \ / EXISTING OU1-DOOR SHOWER 44 SF EXISTING SHED 101 SF / r TOTAL EXISTING COVERAGE 2,114 SF or 16.7% PROPOSED TOWN + DEC COVERAGE CALCULATION LOT AREA \\A OO -J• L 31,063 SF \ i I ADJACENT AREA to[EHL Line 12,660 SF LANDING� \ r ' ALLOWED BOILABLE COVERAGE 2,532 SF or 20% OO I DW 1 COVERED PATIO / PROPOSED R ESIDENFLUSH CE 1,713 SF _ � / PROPOSED TE:BRACES 730S CLEAN-OUTS ia ! PROPOSED ON-GRADE LANDING 60S 2,521 SF / PROPOSED UPPER LVL 10' OUTDOOR SHOWER 18 SF EXIST'G SEPTIC �JG� j SYSTEM TO BE / FT—OTALPROPOSED COVERAGE 2,521 SF or 19.9% ABANDONEDPER QQ��Q gp',p„ / QAC. , w BOO, O SCDHS-WWM . BANA STORAGE STORAGEQO HPDR A TION AN500C �` Q� s DW STORAG SERIE Gj / SETBACK DIMENSIONS � — PRINCIPAL BUILDING SETBACKS PROPOSED SETBACKS 116'- ._... WATER / ' --, LINE F, FRONT YARD: 40' '�--�� l _ _ _ _ _ _ y�� Q FRONT YARD: 40' — — - SIDE YARD: i;i' SIDE YARD: 16' 10" 207 g3 / / rn o ELECTRICAL SERVIC & O �P t�P O SIDE YARD: 20' SIDE YARD: 23'3" CONTROL LINES TO , OWTS CONTROL PA EL HIGH WATER MARK DISTANCE: 262'2" / TOTAL CONDITIONED AREA; MAXIMUM ALLOWABLE HEIGHT: 35 FT PROPOSED HOUSE:3.017 SO FT PROPOSED HEIGHT: 34 FT BARNES COY ARCHITECTS P.C.ACCEPTS NO RESPONSIBILITY or LIABILITY FOR WORK 5'-0" ` 5 0' / �s PERFORMED BY or INFORMATION PROVIDED by OTHER AGENCIES(NATHAN TAFT CORWIN LAND SURVEYOR), BARNES COY ARCHITECTS P.C. IS ALSO NOT LIABLE FOR THE ACCURACY of LO INFORMATION OBTAINED BY THE CLIENT FROM OTHER AGENCIES.THIS DRAWING IS I C ONC. ACCURATE ACCORDING TO THE INFORMATION GIVEN TO THE ARCHITECT by THE MON 10' FO VN PARTICIPATING PARTIES. ON pl DE C EHL AS � I THE ABOVE PLAN COMPLIES WITH THE 20120 NEW YORK STATE RESIDENTIAL AND q STA /f Q• ENERGY CONSERVATION CODE ( HAZARD MAP EROSION OWN 4 U 45 Ln P `v SITE PLAN BASED ON NATHAN TAFT CORWIIN III LAND SURVEYOR SURVEY DATED ON 01/02/2018 n ENLARGED SITE PLAN 3/32" = 1'-0" ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN �+ ARE INTENDED FOR THE SPECIFIED A B V D E F G H I J K L LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. 54'- 1 1/2" ANY CHANGES MADE TO THE PLANS 5'-8 1/2" 1 2'-0" 1 8'-0" 1 5'-0 1/4" 12'-7 3/8" 1 '-3 3/8" 7'-5 1/2" 1 2'-0" 12'-6 1/2"1 3'- 1 3/8" 1 14'-4 5/8" NOT BY BARNES COY ARCHITECTS, P.C::'OR WITHOUT WRITTEN CONSENT OF'.BARNES COY ARCHITECTS, P.C. IS IN VIOLATION 1 A4.1 1 OF LAW`AND STRICTLY PROHIBITED. I I i A5.4 1 1 1 1 A5.0 CHECKED BY: - 1 .�ERED A ISSUED A 2020.09.10 1 ISSUE FOR ZB R BID 2020.12.02 1 _.__._.._._.............._..--........................._....... . --- ---- ------ - G01 —oo WINO DOOR PR LING 2021.06.22 ............................ M I I I I I I co 4 ISSUE FOR CONST. 2021.07.19 "SMARTVENT" 1540-5 �i� `v • "SMARTVENT'1540-520 G DEPT COMMENT -_ ____ _ _ . —_____ _._.-� 2021 09 16 14 ........ HOSE B I B B 11 EO 01 + I ._.._....----.._.... .._......_.... _........._.._.._ _.... 11 II REVISION ... ......... ......._.__i........................_...._....._... 1 I 4 11 1 1 No Description Date A5.1 I j . II A5.1 V STORAGE 3 A4 2 2 — V y I Y 9 N j co T.O. FIN. FLR. CARP RT GARAGE � T I +7'-0"ASL 1 000 , ..........-...............�......._.-.........._._...... _ .............................................................. ...................................................._...._....- ----..__..... _._.. ; T.O. FIN. FLR. ' "SMARTVENT" 1540-520 1 1 "SMARTVENT' 1540-52 CL 1 "SMARTVENT" 15 0-52 +7'-0"ASL 1 j � � I _.............i. ................ -......... _..._...._.._....._........._........._.._...._._ .. ..._...._......_.... _........_. —._ ---- Ch 1 { pp N ' — — — _ — "- - ------- — - - -- - -- -- --- — — 2 ........................................._......-...........-.--- �_.-._.. w...__...__........_...._...._..- __.._......_....._.... I I r 1._..........._.... -�- -.-- 11 � I J 10 I , co i i i M ZONE AE FLOOD VENT ! • REQUIREMENTS: j 1 I GARAGE/STORAGE/CABANA 1,138 SQ. FT.;MIN.6 VENTS ; ii i i i a RATED AT 200 SQ. FT.OF i FLOOR AREA PER VENT i II 4 _ JL_— BRIDGEHAMPTON: _ I I i T.O. FIN. AVING I I I I I I 1 1936 MONTAUK 7'-o°A L 2 A4.0 HIGHWAY PO BOX 763 1 BRIDGEHAMPTON, NY -- -------1--��----�---- rt---'----��--_- I I i I I PHONE: 631.537.3555 j FAX: 631.537.0558 co co CD A4.2 r OUTDOOR __._ I_____.—__ _. _ __._ -_-..__ ___ I __------ !__._ ._..__.____I___._ I I I I I AR ^ 1 SHOWER& DR IN ' — _ 1 12,4,6� �. , A5.3 TO DEDICATED j 1 :33'-8 5/8" i A5.3 DRYW ELLCOY 7' ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS 1 AND DESIGNS CONTAINED HEREIN A B C D E F G ) H I J K L ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN 54'-1 1/2" ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS 4'-3 1/2" 5'-8 1/2" 2'-0" I 8'-0" I 5'-0 1/4" 2'-7 3/8" I 1' 3 3/8" 7'-5 1/2" 2'-0" 2'-6 1/2"I 3'- 1 3/8" I 14'-4 5/8" NOT BY BARNES COY ARCHITECTS, _ P.C.OR WITHOUT WRITTEN CONSENT OF BARNES COY I ARCHITECTS, P.C. IS IN VIOLATION 1 A4.1 1 OF LAW AND STRICTLY PROHIBITED. I I A5.4 I I 1 A5.0 I I I I I CHECKED BY: I 13'-23/ " 17'-5" I 105 I I 106 I I I I I BRED Aq ISSUED @"ER J cysT 1 ISSUE FOR ZBA 2020.09.10 2 ISSUE FOR BID 2020 12 02 N 14 ISSUE FOR CONST. 2021.07.19 00 i I ` 5 ISSUE BLDG DEPT COMMENT i _..... . 2021.09.16 D , r ' 2 z 0 Q` �O ; i . ........... . ; I I i 'GUEST ROOM I .. I 102 108 cr REVISION _.. _ c) - 29''-©" 5 1/2" 16' 5 3/8" i 1 f .. .. I ........... ...... I - I I 4 .... _ oo ! ' U*) 1 No Description Date izz A5.1 LIVING ROOM . .. ..104' '.. � __..... .............._.._ _. ....... _. .__......... N N I.. ....... I I.. I I .. I . FLUSH CUSTOM _. 1- A YD T.O FIN. DECK .._ ..__._._.. . ..._. ..... _.... . _. I DOOR 02 - 3/8" 5' 2 7/8 C2'BI 0 1/2" 206 E RS ,gh ' 1/2" 2 - 1/4" + 17 -4 1/47.ASL 3 1/2" !� /� 3 1/21 . ..._.. .... .... .... .... .. ... T \ �., .... ...... .... .. .I .. ....... ... .. ... N I _ _ _I IT.O. F F @MAIN LVL 4. TERRACE - _ + 1 '-6"ASL /H I I URI I ih A6.0 5'- 10 1/4" . . . .8 1/4" S 1 STAIR 1 bo. T W —• - -10 $N : 3'-4A' H r'FI I POWDER FM �, _{, T ; 31/2"' GUEST BAT ......... .....a. 1 — 1 O .. ...... ._. .. - I I I I I - 3 103 b M 101 1 I I I I I I I 1 N --- El __==---------- ___-- ---- - -- ' . TO— T.O.F.F. ENT �1.T. � R�' �, I oC + 16'- 10 3/8"ASL DINING. ROOM T -.... I T .. ... GENKAN ENTRY 3 {n . . . A6.1 A4.0 1 ; ..._ :.:.' ~.... . 3 1 2" 1'- 10 /2" 3 1/2" 5'-7". ..1 4' CA If.........::.......... .:.......... I � I 4t I I 3 — — -- — — — — — — — — - - -_------ - ---------- - M I I I i I I I I I I I I I I ESTiI EXT. STAIR I I I I I I I I I II i II Z I I I I I I I I I I I 1 A5.2 .. .... . .. .. DOOR ...... .. , . .O.FIN. DECK I I I I I I I I I I 1 A5.2 - - 3/8"AS I � I EN- N + BRIDGEHAMPTON I I I I I I I I I I I 1 ' 10 L I I I I I I I I I I I I I I I 1936 MONTAUK 2 A4.0 HIGHWAY PO BOX 763 ... ..._.._....._. .... M ... ..... . .. .. .. BRID EHAMPT N, NY I I N I I 103 _ I I ILDW I .... I I I i I I PHONE: 631 .537.3555 FAX: 631 .537.0558 00 _ I co ?. r I I I DW , ;� , I I� :.� w 1 E , A5.3 I L A5.3 k�wl uy A RCHITECT�i A6.1 _ T.O. F.F. @ MECH. r J I I 4, — �; 15'- 1 ,. ��,y, ' 'I . .. -- �.... . ........... � � 4 3/8"ASL 1106 � �� 1 I s '� 3'-5 3/4" ... 2'-..1 _ 2' 6 1/ y 3 14'-6 „ N I 11 I - � -- 1/2 „ , � x� _ 5 1/2" 3 y MECHANICAL iT ''^^ C• ----- I _. . Do I I I I I - - -- -- - , ECHANIC I EST21iEXT. STAIR ..... PANTRY' ANTRYQ7 TILITY CLO. 109 CD NNELL I I .. . . . Flo ] 11'-6" 2 RESIDENCE A5.4 i i 107 EO A5.4 . .. _ �— �— SOUTHOLD, NY --'--------- -- 1 EST3, EXT. STAIRI I 6 I- r A6.0 I I I I I I I I I I I MAIN LEVEL 2 I I I I I FLOOR PLAN A4.1 A5.0 A5.4 I I I I I I I I I I I A B C D E F G H I J K L CONSTRUCTION NOTES: 1.ALL DIMENSIONS ARE FRAME TO FRAME UNLESS OTHERWISE NOTED 2. REFER TOSTRUCTURAL ENGINEER'S DRAWINGS FOR SIZING ON ALL STRUCTURAL MEMBERS, COLUMNS, BRACING, FOOTING AND FRAMING. 3. DEPTH OF CURTAINWALL SYSTEM MAY EFFECT FRAMING DIMENSIONS;G.C. Q MAIN LEVEL FLOOR PLAN TO VERIFY ALL DIMENSIONS IN FIELD UPON CURTAINWALL/WINDOW WALL � 1/4�� = 1�-O�� SHOP DRAWING APPROVAL 4.ALL GWB INTERIOR PARTITIONS AND CEILINGS TO BE LEVEL 4 FINISH co ai T N 2021 SEPTEMBER 16CD r F N co T - C COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS /� AND DESIGNS CONTAINED HEREIN A B C D E F G H I J K L ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN 54'-1 1/2" ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS 4'-3 1/2" 5'-8 1/2" 1 2'-0" 1 8'-0" 1 5'-0 1/4" 1 2'-7 3/8" I -3 3/8" 7'-5 1/2" 1 2'-0" 12'-6 1/2"1 3'- 1 3/8" I 14'-4 5/8" NOT BY BARNES COY ARCHITECTS, P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY 1 I A4.1 1 ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. I I I A5.4 1 1 I A5.0 I I I I I , EREo,g9 1 L?� HEFA J Ctii CHECKED BY: '- 11� 19'-83/ " 5'-23/8" 3'-37/8" 5 * ISSUED I A5.2 I ( 207 I I ps I I 21 p 1 1 ISSUE FOR ZBA 2020.09.10 N 1 — — — - — — LJ - i / ; . , ./ , i- / ; FD'OORT - - - - — — FNEW� 3 EX. WIN. & DOOR P 02 .2 ISSUE FOR BID 2020 12 02 / / RICING 2 1 06 22 15'-5 1/8".... I . _... .. .. . o.. 15 1/2" 4'-0" 5 1/2" 3'-6" 5 1/2"1 I . 12'-6 1/4" 5 1/2" . . 4 ISSUE FOR CONST 2021 07 19 2095 ISSUE BLDG DEPT COMMENT 2021.09.16 - I20 � -I LL � AST Q : ER BATH= I I I B P M T / � N : M Oi D 203 o r ao � D I 20 . _ REVISION J N 1 I 206 I I 1 T I. O _.... _ Description Date A5.1 ao „ SET 1 2 4'- 11 - 00 HIS/HE CLO - 1/4' A5.1 O N 11� N MASTER BEDRO M - 202 2 4 ............. . 202 EQ Q ...... ............ ---......... .lid _..... - T.O. FIN. DECK I N - N +29'-41/4"ASL / T li r LO / _CLOSET _ . _..... I i °° I I HALLWAY . I. .. . .T.d. F.F.@ UPkR LVL - MASTERTERRACE -2 518" -3' 1 3/8" _. _ 1 '-1 1/8" 200 ..EXERCISE RM _ + 9'-6' ASL . N LO N - — 5Nt 210 r- I ST1 I StAl 1 I I I A6.0 AI I .. ....... ....... . I I I .. 8 .. ..... ... I LL� I I I I 10 -6 1/4" M A5,3 I I I DOOR _ rL0 BOOKCASE �....... ' I -211 LINEN .. - _. ....... I .. . .. .. CLO. ._ r -� 201 212 212 - co N 5'-9 1/2" 3'- 11" 3'- 11" 1' 1 1/2„ + I 1'- 1 1/2" 1'-5 1/2.. T 3 1/4" bo A4.0 1 L . c� I _ . EQI Q ., I I 0 OFFIC '� N LAUNDRY I / 3 _ — — — 2 — I — — — — — — — — — 08 2 g 3 DO R DO ....._..._..................... I20 D 1 I I 1 in J / A5 :. LI / _— _ _ _ _ _ _ _ _ _ _ BRIDGEHAMPTON. I I I I I r , I / I I 1936 MONTAUK 204 2 A4.0 HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY T.O. FIN. DECK -- � PHONE: 631 .537.3555 I l - +29'-41/4"ASL - FAX: 631.537.0558 co m M JACK'S TERRACE. .. JAC 'S BEDR OM co 206 cy) I I.. L r _ M kw A5.3 I ......... . .. ... .. .. 4'-2 7/8" 5 1�" 5' 3" 3 1/2" 5' -4 1/4" I I I I1 EA AKAO%H I L.0 �0 `a - — — — — — — — — 5 Lv I I iv I I I I / LL; OR 0'- 1 � iv 1'- 11:1/ ° ' s k ^ O J NGE H OD N �J JACK'S BATH EXHAIiS bo zo ;20 I ► 1 I McDONNELL 202 � O 2 J 2 RESIDENCE A5.4 � I' ROOF BELOW .''. • A5.4 211 SOUTHOLD, NY 6'-9 1/2" 2' 6" 3'-8 3/4" 1 1 2 1 I I UPPER LEVEL 1 1 FLOOR PLAN A5.4 1 A4.1 A5.0 A B C D E F G H I J K L CONSTRUCTION NOTES: 1.ALL DIMENSIONS ARE FRAME TO FRAME UNLESS OTHERWISE NOTED 2. REFER TOSTRUCTURAL ENGINEER'S DRAWINGS FOR SIZING ON ALL STRUCTURAL MEMBERS, COLUMNS, BRACING, FOOTING AND FRAMING. 3. DEPTH OF CURTAINWALL SYSTEM MAY EFFECT FRAMING DIMENSIONS;G.C. Q n UPPER LEVEL FLOOR PLAN TO VERIFY ALL DIMENSIONS IN FIELD UPON CURTAINWALL/WINDOW WALL LO SHOP DRAWING APPROVAL o 4. ALL GWB INTERIOR PARTITIONS AND CEILINGS TO BE LEVEL 4 FINISH co c3i CD T N 2021 SEPTEMBER 16 N co T m ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF A B C D E F THE ARCHITECT.THE CONCEPTS _ t54'- H I J K L .•C.�r'TEI��Q AND DESIGNS CONTAINED HEREIN t° �ca'C PHF 'Std RE INTENDED FOR THE SPECIFIED �•' LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN 1 1/2" ANY CHANGES MADE TO THE PLAN 0 `y ANY OTHER LOCATION. 5'-8 1/2" 1 2'-0" 1 81-01, 1 5'-0 1/4" 12'-7 3/8" 1 1'-3 3/8" T-5 1/2" 1 2'-0" 12'-6 1/2"1 3'-1 3/8" 1 14'-4 5/8" NOT BY BARNES COY ARCHITECTS, { '• 4p P.C.OR WITHOUT WRITTEN - - - - - ---- -- - - ��EW YORE CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN ON OF LAW AND STRICTLY PROHIBITED. A5.4 1 I I 1 AS.o f CHECKED BY: I I I I I I I I I I ISSUED -------- - 1 ISSUE FOR ZBA 2020.09.10 _ 2.ISSUE FOR PERMIT 2020.07.15 / REVISION I------ - - 1 No Description Date MASTERRD/ / \ARD/ / A5.1 N TERRACE -- ------- - `� BELOWi---------- ---- I -J 5-7 7/8" / 0'- 1" 1 10'-7 5/8" IRE LACE CHIMNEY c\l LUE UP W/FAN;DIA.AS r, EQ'p BY MANUR \ MA1NLL� - - - - - - - - - - - -- -- ------ I Lni - I M A4.o 1 I I \\ RD/ � � � I I I ` ARD/ / I I I I I T / co BRIDGEHAMPTON: 1936 MONTAUK MAIN LVL 1 2 A4.0 HIGHWAY PO BOX 763 TERRACE BRIDGEHAMPTON, NY BELOW SOLAR PAN LS PHONE: 631.537.3555 / FAX: 631.537.0558 M RD ��1 I I I I I E'p " `� � E S' A5.3 / A5.3 lomft 10"ps,y ARCH I T E C T S 5 — I I ► ,�I ► I � i I I I i 4 1� _- I . I \ ROl RO F BEL W McDONNELL Al 2 — 2 A .4 fi 5 RESIDENCE A5.4 SOUTHOLD, NY 2 ROOF LEVEL I I I I I I I 1yol 1 A5.4 A4.1 I A5.0 FLOOR PLAN I I I I I I I I I I I A CE C D E F G H I J K L CONSTRUCTION NOTES: 1.ALL DIMENSIONS ARE FRAME TO FRAME UNLESS OTHERWISE NOTED A 3 4 2. REFER TOSTRUCTURAL ENGINEER'S DRAWINGS FOR SIZING ON ALL STRUCTURAL MEMBERS, COLUMNS, BRACING, FOOTING AND FRAMING. 3. DEPTH OF CURTAINWALL SYSTEM MAY EFFECT FRAMING DIMENSIONS;G.C. 1 ROOF LEVEL FLOOR PLAN TO VERIFY ALL DIMENSIONS IN FIELD UPON CURTAINWALL/WINDOW WALLLO 1/4" = 1'-0ll SHOP DRAWING APPROVAL t? 4.ALL GWB INTERIOR PARTITIONS AND CEILINGS TO BE LEVEL 4 FINISH ch LO T 2020 JULY 15 N a N co MT W ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN A B C D E F G H I J K L ARE INTENDED FOR THE SPECIFIED . LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS I I I I I I I 1 NOT BY BARNES COY ARCHITECTS, P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY I ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. I I I I I I I I I I I . `S.�EFtEDg9c CHECKED BY: QNER J, ��� Z —�� ISSUED I I I I I I I I I I I , 10'' I 0 * 1 — — — _. - ____ --— — — — 2 ISSUE FOR BID 2020.12.02 t 1 2 ( )_ Sao . 3 I ` O� i i 1 , . r , , ., . . _ - _. 0 i I FN , . ; : i ' - . . f 4 ISSUE FOR CONST 2021 07 19 . _I I ! 1 I ( : I' . _ - 5 ISSUE BLDG DEPT COMMENT , " i I I I - - 2021.09.16 'r - - - - 1. , I. ✓ 1 . . # i , _ i . .. .. • . ... , .. �I , : : 1• . 11% , s _ _ - . . I I' I t . , I . I . I I . , i I : , , .. _ _ .. .. i . 1. I . . , _ .. ,. .. .. : : . f , _ _ - , „ i ' : , , . ,. _ .. .. , , .. .:, , i i ^ ' ' : 5/8"TYPE'X'GYPSUM BOARD. .. `>`'> I REVISION 5/8 TYPE X GYPSUM BOARD CEILING, I EI : : I ( I I-,: , . i I I . I' C LING No Description Date . _ i i P . i r , f ` - ' , . - , - # , . ; ., I , ,FINI8HE CEILING H1 . IGHT ' '- - , i : ; } ! 1. , . , � i 1. • ;gh FINISHED CEILING HEIGHT, A.F.F. I , 8 6" , , I �: I' I . I ( I . - . . -' • . . . f . I ' 9' 3 3/8 A.F.F., . , - , .11 ' i I I , . I I: ; 11 a i , . - ' . I , ' I e . , . ' , ' •I, f I F j I I I' , , . _ :' , E . . - . . . - E i • . , I _ . j ' i , . ' , i , : - - - , I ,: � i � � : i � i i I , I 1 . , i , 2 _ -- ------ —_— — — — — - -- --- ' (: )_ — — I 2 . i ! , I , . l I . I t h � I 11 . I 1 I I f l I . 1 : )1 I I E F 1 3 i a . i i } , i I 1 # f 3y} I ( i I i i I Z . 1 E I i I t I 3 3 E 1 I i i 1 . 1 1 E , I I 1 . i } i ! ( i i i ! 3 i I t t $ 1 1 i i I i I i i t 4 i , , [ I I I I I i C I i i 1 , � i i I i i I 1 ' , . ( 1 1 i —. F --— --- —__—_____—______ — — — , 3 3 3 It 1 I 1 i 11 ' ii { # 3 1 : _( ) i ! 1 i _ , 1x4 CENTERMATCH T&G i I r I . . j . 1 i I i ,F i , j s EILIN v r 4 DX I . W DC Go e 3/ C 00 i i € I I: I I: ( 11 I hiiA IN i I { ' i ` I PLYW D SHE TH G' I 00 1 I i , ! ` F I i 1 ! I i 1 I 1 I 1 f I , i i I 1 . .I7 . 1 i I I t i 1 E i i + j I . 3 i i i i i , . �- --- ___ BRID EHAMPT i G ON' Ti I i. 4 . __H__l j 4 I i I. FIN. CEILING HEIGHI� I I , i ! I I I I I I I ' E 1 . , . ; 1936 MONTAUK „1 15'=4i1/2 :ASL I HIGHWAY PO BOX 763 I I I , . i . I I 1 ` , ! 1 I , i i B I RIDGEHAMPTON NY i i i 1 I 1 . , , . I 3 i - . 1 f . : : tili i , I T . ( , i 1 1 1 E . PHONE: 631.537.3555 . 1 . 1 Ii I „ j I FAX: 631.537.0558 . . i # I + . 1 I ip . 1 1 I , i 1 . : : . . C: ii i ' ( : 1 i i i I I . 3 I i i I 1 j ' i t 1 i �/ . i '1 i rr p.s :f 1 r � 9: ! { i e • I .I i 1 t< 7 1 , I I I I i i 1 I i i i . , y 'MA�.r ^ I I . : 1 . i : 1�I c) I . i i i ( j I i . i ' I . . I i - I :.:� I T : . : : : I i , I ; , ( 1 : ; 1 i I . . . 1 : . r i . I I I I Arm' %C"4H IT ECT3t : I I I r I V ' ` ; i : i � 1 . 1 lili � , k ' , I i i I I i I ! 3 't : : : 5 I i _( ) _ _ ,_ ; 11 , , 5 , I i —, - , -. _.—..__ •I I I ,... -is . �I- I. - 1. •I' .I:;. ; # ;. }: . e ,1 . . " : ,:: N EI HT F IN.CEILI G G °„ ;'_+' , 'FIN.' I 'Fi G1 t` TM'. ' FIN. CE'ILING HEIGFi E)L NG. 4 �.r ,_- 11 � N `„ .'. ''a11 ' 8' 6"A.F.F.'' I. 5/8 TYPE'X GYPSUM BOARD �� , - _ _ . - , 8 6 A.F.F. ' ;6' 11 1/4 A.F.F. CEILING I - I,. �''.", . • , _ 1. ------- --------------- I, - - - - I I. I fi '�.',�:% ,—, . N:.CEILlNG HEfG IT- I I I DR PCE;L1, , �' MCDONNELL 7' 1 1/2"A.F.F. 6 11 1/4 A.F.F.. - RESIDENCE 'i", a __j S CE I I _z_._„_,. ., . . P . 6 —— — — -- --- — — — — — — — — — - -------1------------- ,. s -, - f;” SOUTHOL NY l — – �:'. T — — r— —�— —I— 6 I II I ~��� 1 D, I � I I I I `;✓' I II I I I n I GROUND LEVEL I I I -------- ►----------------4'L-----I_ I I I I I RCP I I I I I I I I I I I I A B C D E F G H I J K L I dc< n GROUND LEVEL — REFL. CEILING PLAN 1/4" = V-0" c 0 c T c 1 2021 SEPTEMBER 16 T ©COPYRIGHT NOTICE: NOTE: THE FOLLOWING DRAWINGS ARE 1. RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE IN AN INSTRUMENT OF SERVICE AND ACCORDANCE WITH NYS RESIDENTIAL CODE AND SHALL REMAIN THE PROPERTY OF NFPA 13D STANDARDS. THE ARCHITECT.THE CONCEPTS 2. HANGERS SHALL BE INSTALLED PER NFPA STANDARDS AND DESIGNS CONTAINED HEREIN A B C D E F G I H I J K L 3. SPRINKLER PIPE SHALL BE LISTED PEX WITH PEX ARE INTENDED FOR THE SPECIFIED FITTINGS LOCATION AND CLIENT. UNDER NO 4.AREAS ARE DESIGNED WITH A 15'x15' PATTERN CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN INDICATES SPRINKLER HEAD BY ANY OTHER LOCATION. GLOBE MODEL GL4906 OR EQUAL ANY CHANGES MADE TO THE PLANS NOT BY BARNES COY ARCHITECTS, P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. I I I I I I I I I I I CHECKED BY: - 6ERC;��\ ISSUED 2 ISSUE FOR BID 2020.12.02 , 4 ISSUE FOR CONST. 2021.07.19 Q, 5 ISSUE BLDG DEPT COMMENT — — .,=' — = - —. •-- = 22140 O 2021.09.16 I; OF NE ' J . ; I : • i i € :I• ,I : a s : .. REVISION it I No D ri FI•, esc ption Date NISHED'CEiLIN FIN.CEILING HEIGHT 7 -6 ASL i INISHED CEILING EIGF�T SD+ -� 10 0"A.F. 10' 0"A.F.F.' Q'CM i INTERIOR CEILING:5/8" 1x4 ENTERMATCH T&G AINTED GYPSUM' IALL'' . WOOD CEILING over 3/4"CDX : i BOARD CEILIN I' I 1 PLYWOOD SHEATHING HROUGHOUT-.LEVEL 4 ':( FINISH I ' _ .. _ 1/2" � _ FIN. HEIGHT : •, _ _ - 10 -0„AFF C s i -.l • I. ,'FI : CEILINC''HEI • I OPEN TO AB 8 6 A.F.F. FIN.CEILING HEfGHT,. . s - E6 - - 50 , , L_ 2 _ - - -- - - - - - - � I , 12 1 I SURFACE MOUNTED BATHROOM EXHAUST FAN BY FANTECH OR EQUAL FII .OILING EIGHT .I: 27' 6".ASL t� BRIDGEHAMPTON: 1936 MONTAUK HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY 1x4 CENTERMATCH T&G WOOD CEILING over 3/4 PHONE:PHONE: 631.537.3555 PLYWOOD SHE THING FAX: 631.537.0558 _ . . •- -�' - F� IN. CEILING HEIGH I. :. 27' 6"ASL f` • £ 3 T -ilTEUTS ARCI r,m•r, dA” t 3� / / PIN CEILING 11E1 FINISHEp CEILING-HEIGHT' I .' McDONNELL _ _8'-0"A.F.F. , RESIDENCE S EN C E 6 -I -� -= • . -., - _ ' = � -_ ="- - ___ ___ �=__ _ _ _- - -"-_ ' - �- - --� - - - - ---r- - - 6 SOUTHOL , NY D I MAIN LEVEL RCP I I I I I I I I I I I I I I I I I I I I I I I A B C D E F G H I J K L Q MAIN LEVEL - REFL. CEILING PLAN of CD T A3 6 N 2021 SEPTEMBER 16 N CO T ©COPYRIGHT NOTICE: NOTE: THE FOLLOWING DRAWINGS ARE 1. RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE IN AN INSTRUMENT OF SERVICE AND ACCORDANCE WITH NYS RESIDENTIAL CODE AND SHALL REMAIN THE PROPERTY OF NFPA 13D STANDARDS. THE ARCHITECT.THE CONCEPTS 2. HANGERS SHALL BE INSTALLED PER NFPA STANDARDS AND DESIGNS CONTAINED HEREIN A B C D E F G H I J K L 3.SPRINKLER PIPE SHALL BE LISTED PEX WITH PEX ARE INTENDED FOR THE SPECIFIED FITTINGS LOCATION AND CLIENT. UNDER NO 4.AREAS ARE DESIGNED WITH A 15'x15'PATTERN CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ® INDICATES SPRINKLER HEAD BY ANY OTHER LOCATION. GLOBE MODEL GL4906 OR EQUAL ANY CHANGES MADE TO THE PLANS I I I I I I I I NOT BY BARNES COY ARCHITECTS, P.C.OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. �,,��z►ERF�q CHECKED BY: i i I I I I I I I I I ISSUED r. • � 4 2.ISSUE FOR PERMIT 2020.07.15 IVY I CE LING-HL16HT 8 0"A.F.F. ' Cm FIN;OILING HEIGHT 9' 0"A.F.F. REVISION (.e _• �I No Description Date "FINISHED.CEIL NG HEIGHT "-9 0 A.F.F , . . . SURFACE MOUNTED BATHROOM EXHAUST t Y J FAN BY FANTECH OR EQUAL L F r _IN TERI R CEILING:5/8rr. 1. ' PAINTE GYPSUM WALL f h f Bo RD CEILING + FINISHED CEILINGHEIGHT, T •ROU HOUT-LEVEL 4 :.-- FINISH 9'-0" F.F. 0' 'FINISHED CEIL NG HEIGHT: [NCxHW 9' 0"A.F.F. _ ®- 8,' 0"A.F.F_ 3 - - - - - - - - - - - - - - - - ' of ,. - •. ,, = - , - r i '_—__-- -- y' ' ; 4 - - i 1A - _ _ _ _ 4 BRIDGEHAMPTON: II SD+•_ D;CM" , 1936 MONTAUK HIGHWAY PO BOX 763 - . BRIDGEHAMPTON, NY I lix4ICENTERMATCH T&G i PHONE: 631.537.3555 WOOD CEILING over 3/4"CDX I PLYWOOD SHEATHING - I FAX: 631.537.0558 ! I _ FIN HEDI�EILING HEIGH' IN T F .CEILING NEIGH - - , 38 6 AS I ! I. I" �,: I I I ► ARCHITECTS di ; I 171 Cy. (LING,HEIGHT,I' McDONNELL :r.. RESIDENCE FI .CEILING HEIGHT SURFACE OU TED BATHROOM SOUTHOLD, NY EXHAU T FA�BY FANTECH OR 9'I-0"A.F.IF. EQUAL I 1 I I i I I I i I I UPPER LEVEL RCP 1 I I I I I I i I I I I A B C D E F G H I J K L 0 CL n UPPER LEVEL - REFL.CEILING PLAN 0)co c6 M t.C) T ' - 2020 JULY 15 N co co W ©COPYRIGHT NOTICE: WALL CONSTRUCTION: 1° DOORS&WINDOWS:ALUMINUM WALL CONSTRUCTION: ± 6" THE FOLLOWING DRAWINGS ARE CEMENT STUCCO FINISH FRAME GLAZING UNITS;SEE UNIT HORIZONTAL CEDAR SIDING AN INSTRUMENT OF SERVICE AND SCHEDULE FOR REFERENCE SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ED q ARE INTENDED FOR THE SPECIFIED q� LOCATION AND CLIENT. UNDER NO J h'/ CIRCUMSTANCES SHOULD THEY BE T.O. ROOF USED BY ANOTHER PARTY OR IN _.. - ANY CHANGES MADE TO THE * U n iANY OTHER LOCATION. NOT BY BARNES COY ARCHITECTS, ... . .. - P.C.OR WITHOUT WRITTEN . _ _ B.O. UPPER CLNG � P 38' - 6" +-� CONSENT OF BARNES COY "ZT 22140ARCHITECTS, P.C. IS IN VIOLATION 202 F y•' ,. k OF NEVI OF LAW AND STRICTLY PROHIBITED. T CHECKED BY: it ISSUED _. . l 1 ISSUE FOR ZBA 2020 09 10 ' S 2 ISSUE FOR BID 2020 12 02 3 EX. WIN. & DOOR PRICING 2021. 06 22 i r T.O. F.F. UPPER LVL 4 ISSUE FOR CONST. 2021.07.19 — — - . — ." - - — — - - — — 29' _ 6.. 5 ISSUE G DEPT COMMENT _ _.._...... .... .... .. .. . . 202 916 B.O. MAIN C LNG 27' - 6" I o 0 N °' REVISION 104 103 No Description Date s. 9 r, T.O. F.F. MAIN LVL _......... _. 17 - 6 GROUND CLNG d. ....-.y.. _ 15 _ 4 1/2 _...... _ E0 BFE + 2FREEBQARD_ 14 011 -- (1-<N:�= ZOPENTO Y o ..............._... BEYOND "SMARTVENT" 1540-520 ... .._.. .. .. .. .. .. .... .-. .. rl -i _ ... _ - - -"' T.O. F.F. GROUND LVL 7' - 0" — WALL CONSTRUCTION: ± 6" HORIZONTAL CEDAR SIDING n NORTH ELEVATION 1/411 = 1,_O" WALL CONSTRUCTION: ± 6" HORIZONTAL CEDAR SIDING BRIDGEHAMPTON: 1936 MONTAUK T.O. ROOF HIGHWAY PO BOX 763 — - — BRIDGEHAMPT ON, NY - .' - . PHONE: 631.537.3555 — -�-• — — — <� ...... — _ � _ _ — — — —LNG 61 ' 5 55 _ FAX 3 3 0 8 B.O. UPPER C) 209 E T � 1 ... .... "The net clear height of the opening shall beAR kC."Ah' I T E k1.00"'S not less than 24 inches (610 mm) and the net t clear width shall be not less than 20 inches" w n T.O. F.F. UPPER LVL 29 - 611 I ��• B.O. MAIN CLNG A4 3. "Emergency escape and rescue openings M C D O N N E L L / shall have a net clear opening of not less o than 5.7 square feet" q RESIDENCE 15 �t `oSF ' N co / T 109 101 SOUTHOLD, NY "Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches (1118 mm)above the floor." EXTERIOR i J — T.O. F.F. MAIN LVL ELEVATIONS 17 _. GROUND 15' - 4 1N2,. _....... ......._..__.._..._ ... ................ ... _ _ ... __ _ __..... - -- - _.__..........__ _.._...._.. _.._ BFE + 2 FREEBOARD 141 - 0" ZOPENTO BEYONDLi _. .. ... .... . .... ... ... . ... A41 --- (0 — T.O. F.F. GROUND LVL 7' _ 0�� WALL CONSTRUCTION: 1" DOORS&WINDOWS:ALUMINUM N CEMENT STUCCO FINISH WALL CONSTRUCTION: ± 6" FRAME GLAZING UNITS; SEE UNIT HORIZONTAL CEDAR SIDING SCHEDULE FOR REFERENCE N 2 SOUTH ELEVATION 2021 SEPTEMBER 23 N 1/4" = V-101" ce N EXTERIOR RAILS: 36"HIGH, ©COPYRIGHT NOTICE: WALL CONSTRUCTION: 1"CEMENT DOORS&WINDOWS:ALUMINUM TEMPERED&LAMINATED GLASS STUCCO FINISH1. FRAME GLAZING UNITS; SEE UNIT GUARDRAIL TO MEET NYS THE FOLLOWING DRAWINGS ARE SCHEDULE FOR REFERENCE BUILDING CODE REQUIREMENTS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ,�77,/; ARE INTENDED FOR THE SPECIFIED - �` `/ rif,0O LOCATION AND CLIENT. UNDER NO - " ° CIRCUMSTANCES SHOULD THEY BE — - — — — — — — 9 '` PARTY OR IN .:. , , ., .. . . _. : .: •.. _, , T.O.� ROOF� �� r„ r ANY OTHER BY ANOTHER PA : 11 - 41 0 O HER LOCATI N . .- . - "� ANY CHANGES MADE TO THE PLANS !. `,: .� i . . ,,„_ NOT BY BARNES COY ARCHITECTS, ��- c• v _ _ B.O. UPPER CLNG P.C. OR WITHOUT WRITTEN — — — — — — _ �r0 CONSENT OF BARNES COY 38 6 F ARCHITECT P. . I w K S, C S IN VIOLATION Y R O F O LAW AND STRICTLY PROHIBITED. O TED. co 2 08 O CHECKED BY: 210 207 O O E SSU D - 1 ISSUE FOR ZBA 2020.09.10 2.1 E FOR OR PERMIT 2 2 0 0. 7.1 0 5 T.O.—, :, , 1 I- . -1, -1-,.. .I �:, - '' . -­''.., '., ­ � " - ,- ;,— - ­" , - " �, -, -,I� - ,! �� �: - , . i F.F.O F. PPE .- . . UPPER LVL - - - - - - - - 0.1. 29 6 . - - 27 - 6 0 0 M 15 CV 0 REVISION O 106 O No Description Date P - - ;! F.F.T.O. MAIN LVL - � 17 6 _ _ _ _ _ _ _ _ _ _ _ B.O. GROUND CLNG 15' - 4 i/2" --------------------.---,---------------- -- - - --- - - BFE + 2' FREEBOARD - - - -14, _ p.. zo _ o G01 F OPEN TO BEYOND ;7 - . - F I It f L T.O. F.F. GROUND LVL WALL CONSTRUCTION: ± 6" 7' - 0" BEAST ELEVATION HORIZONTAL CEDAR SIDING QJ 1/4" = V-0" EXTERIOR RAILS: 36"HIGH,TEMPERED ------ . &LAMINATED GLASS GUARDRAIL TO WALL CONSTRUCTION: ± 6° WALL CONSTRUCTION: 1" MEET NYS BUILDING CODE HORIZONTAL CEDAR SIDING REQUIREMENTS CEMENT STUCCO FINISH BRIDGEHAMPTON: 1936 MONTAUK _ _ _ _ _ _ _ T.O. ROOF HIGHWAY PO BOX 763 41' - 0" BRIDGEHAMPTON, NY PHONE: 631.537.3555 _ _ B.O. UPPER CLNG FAX: 631.537.0558 38' 6" i - 11 1-1 :.",.,., ,�-,., ,w . I,- -11 i I201 212 — -� 212 ' 0 17- E�l' /-,��, ' k! r �.� �,". — 211 . ,; -, e---l1—k%,%lr T1 .. - (�"OQ i 204 € �-1 .. ..''�,, ,-,.,.-.,- '-.1". � '- —.-', - ,� :.. -�..o ". — —, . I —I I --".''" , -,,,��.,,.,''-, :.' '�''-.,�� - ,.,�"-", :"-,.,�� ".1 1�.' ­- -�- ,-��,�---",-- . 1.1-1 ' ', ! —. —�­�- -77 a ARCHITECTS - : — --:� -- -�, 1 - - -- - 11.1—i �,— , 11 -1 � — — ­ _-:­." ,,:,_ �- -I- �:,-'.,' ,. ,- - I I-- I- ,.' :%',:'71 ,�' I : T.O. F.F. UPPER LVL x f ry F , — — — — — — — — — — =� — — — — — I: �*r. ,� i j 29 6 �1# ,r..- 1' 1 „- - ..i y w. a J.•4 M'. ... ¢, t - �•�t B.O. MAIN d• — -- — — .E �-, ,. -�:",.`1: - " s CLN ��• G 27 6 - % 1 .lo� M D N c NEL - O L RESIDENCE S E :a co C CV T /ry / - I SOUTHOLD NY - -., - 1= os EXTERIOR ELEVATIONS T.O. F.F. MAIN LVL - - - - - - _ - - - - 17 6 ;,- - -- - — - - � T " �. ,� . -�-- . L. - -1 - ----� ,— -�'- - B.O. GROUND CLNG Ar - - - - - „ 15 - 4 1/2 BFE + 2 FREEBOARD - — - - -- - - - - - - - - — 1. - .. 1 _ ,/ / 14 0 - - o /, \ T / ,' E07 `� .. / _ .\ �� 2 / ` - _ - 0- \� // I. . T.O. F.F. GROUND LVL � 00 m , I., 1.1 _ lqt 7' - 0" WALL CONSTRUCTION: 1" I c? CEMENT STUCCO FINISH LO T U WEST ELEVATION 2020 JULY 15 1/411 = 1 -0 - M co W C COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN i =A., ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE s " USED BY ANOTHER PARTY OR IN m ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS n n NOT BY BARNES COY ARCHITECTS, P.C.OR WITHOUT WRITTEN 0 CONSENT OF BARNES COY Fi'VYDF� ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. CHECKED BY: - ISSUED 2.ISSUE FOR PERMIT 2020.07.15 REVISION No Description Date B.O. GROUND CLNG B.O. GROUND CLNG --- 15' - 4 1/2" — — BFE + 2 FREEBO _® 14' - 0" -_- _-_f�_ ._\�__ _ _ ____ _ BFE + 2' FREEBOARD � i \ Owl i \ - - - - - WALL CONSTRUCTION: ± 6"EBONY _ \ STAINED CEDAR SIDING over 30# FELT N �' `\ WALL CONSTRUCTION: ± b"EBONY PAPER over 3/4"CDX PLYWOOD T \ STAINED CEDAR SIDING over 30#FELT -------- \ E01 ---— -- -- -- - - - -- - -- - -- -- - SHEATHING over POURED CONCRETE \ EO , PAPER over 3/4"CDX PLYWOOD 60 `\ WALL CONSTRUCTION w/FLOOD VENTS oo \\ SHEATHING over POURED CONCRETE WALL CONSTRUCTION w/FLOOD VENTS \ TO MEET ALL FEMA FLOODZONE \\ , TO MEET ALL FEMA FLOODZONE \ REQUIREMENTS \ , REQUIREMENTS T.O. F.F. GROUND LVL d/ T.O. F.F. GROUND LVL "SMARTVENT' 1540-520 SOUTH ELEVATION @ CARPORT n NORTH ELEVATION @ CARPORT 1/4 — 1 0 BRIDGEHAMPTON: T.O. ROOF 41' - 0" 1936 MONTAUK HIGHWAY PO BOX 763 B.O. UPPER CLNG BRIDGEHAMPTON, NY 38, - 6" - _ — PHONE: 631.537.3555 FAX: 631.537.0558 _ 0 i� B11TuINE - ARCHITECTS- T.O. F.F. UPPER LVL 611 N — — — — — — — — — — — B.O. MAIN CLNG_ fir Ilk 27'--:-6" In .. OMITTED FOR CLARITY o MCDONNELL o c=.• RESIDENCE SOUTHOLD, NY T.O. F.F. MAIN LVL — 17' _ 6" EXTERIOR WALL CONSTRUCTION: 1"CEMENT STUCCO FINISH over 1"METAL HAT — '• ; _ — B.O. GROUND CLNG ELEVATIONS CHANNELS over 30#FELT PAPER — — \ 15' - 4112" over 3/4"CDX PLYWOOD SHEATHING over 2x6 STUD WALL @ 16"O.C.W/ 2' FR _ A D BFEE BOR FIRESTOPPNG AS REQ'D.INSULATION 14' - 0" AS PER ENERGY CALCULATION REQUIREMENTS E03 E04 A41 _ T.O. F.F. GROUND LVL WALL CONSTRUCTION: ± 6"EBONYT - O° SMARTVENT 1540-52 STAINED CEDAR SIDING over 30#FELT PAPER over 3/4"CDX PLYWOOD LO 1 EAST ELEVATION @ COVERED PATIO SHEATHING over POURED CONCRETE c6 1/411 = 1'-0" WALL CONSTRUCTION w/FLOOD VENTS co TO MEET ALL FEMA FLOODZONE REQUIREMENTS N 2020 JULY 15CD N co co co ©COPYRIGHT NOTICE: 6 6 5 4 3 2 1 _ THE FOLLOWING DRAWINGS ARE N SERVICE AND H'S F OPkFSALL REMAIN THE PROPERTY OF 9V'Q�y HE ARCHITECT.THE CONCEPTS V AND DESIGNS CONTAINED HEREIN ;�_T.OROOF — _ _ _ _ — _• f } LOCATION AND ARE INTENDED FOR THE SPECIFIED `� 411 - 011CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. I tIEW YO ANY ANY CHANGES MADE TO THE PLANS NOT BY BARNES COY ARCHITECTS, P.C. OR WITHOUT WRITTEN (;': ' ,' I 7 CONSENT OF BARNES COY B.O. UPPER CLNG _ _ _ _ ____ A5.0 ARCHITECTS, P.C. IS IN VIOLATION �38' - 6" -— OF LAW AND STRICTLY PROHIBITED. WALL_CONSTRUCTION: ± 6" — — — — — — — — — — — — — _ _ — T.O. RO F HORIZONTAL CEDAR CENTER MATCHED SIDING; FINISH TO BE- 50/50 E I CHECKED BY: 50/50 WEATHERING I iv STAIN/BLEACHING OIL — — — — — _ _ _ B.O. UPPER CLNG 2 38' - 611 ISSUED A5.0 WALL CONSTRUCTION; I"CEMENT 1 1 STUCCO FINISH over 1"METAL HAT I I CHANNELS over 30#FELT PAPER over 2•ISSUE FOR PERMIT 2020.07.15 1 1 3/4"CDX PLYWOOD SHEATHING over 2x6 I I = STUD WALL @ 16"O.C.W/FIRESTOPPNG ' CK'S BEDRO M UNDR HALLWAY HIS/HER CLOSET AS REQ'D. INSULATION AS PER ENERGY T.O. F.F. UPPER LVL I 206 208 200 204 CALCULATION REQUIREMENTS I1 - - 114 . T.O. F.F. P U PE R LVL 11 _ IF B.O. MAIN CLNG _ 0 29 6 CLNG B.O. MAIN REVISION _ ROOF CONSTRUCTION: KEMPER 27 - 6 ROOFING(KEMPEROL 2K-PUR) I 6 No Description Date A5.0 PITCHED TO ROOF DRAINS over 30# I FELT PAPER ON 3/4"CDX PLYWOOD I _ SHEATHING over ROOF JCISTS (AS ( I o PER STRUCTURAL DWGS.)V# M INSULATION AS PER ENERGY CALCUALTION REQUIREMENTS I I i� \� o I MECHANI At E qKAN ENTRY LIVING ROOM DOORS&WINDOWS:ALUMINUM FRAME GLAZING UNITS; SEE UNIT 100 104 SCHEDULE FOR REFERENCE 5 3 �T.O. F.F. MAIN LVL ` A5.0 A5.0 f7' - 6" - - - _ ~: T.O. F.F. MAIN LVL -_ - - I - - x x x x x N p —1-7 - 6 � i ' r _ B.O. GROUND CLN_G � 15' - 4 1/2" B.O. GROUND CLNG _ _ _ _ _ AS.o _ _ _ _ _ _ _ _ _ _ BFE + 2' FREEBOARD 15 I 14' - 0" WALL CONSTRUCTION: I"CEMENT �� \� WALL CONSTRUCTION: ± 6"EBONY - 4 1/2 STUCCO FINISH over 1"METAL HAT ,' �� N STAINED CEDAR SIDING over 30#FELT CHANNELS over 30#FELT PAPER GARDEN ST I OPEN TO BEYOND I I I r PAPER over 3/4"CDX PLYWOOD over 3/4"CDX PLYWOOD SHEATHINGSHEATHING over` ' CONCRETE over 2x6 STUD WALL @ 16"O.C.W/ 7 005 1 o WALL CONSTRUCTION wREDOOD VENTS FIRESTOPPNG AS REQ'D.INSULATION A7.0 I TO MEET ALL FEMA FLOODZONE AS PER ENERGY CALCULATION REQUIREMENTS REQUIREMENTS I �° _ T.O. F.F. GROUND LVL 71 . 0" _t -I�-I--I-� = -11 _ I _I 1=1 I F �__ II II I=I I=I (=I I=�I I=III=I I= I I= T.O. GRADE BEAMS 5' " Q11 BRIDGEHAMPTON: STRUCTURAL SLAB AS PER STRUCTURAL n S 4CTIONQA-A 1 1936 MONTAUK HIGHWAY PO BOX 763 DRAWINGS over VAPOR BARRIER ON BRIDGEHAMPTON GRAVEL DRAINAGE PAD , NY LEAD COATED COPPER DRIP CAP PHONE: 631.537.3555 T.O. F.F. GROUND LVL _ I AT PERIMETER FAX: 631.537.0558 T.O. ROOF = II F — — — — 411 0 .1 PRESSURE :a — TREATED BUILT-UP CURB [,�,A � — . .. III-I I (— I I I I — __- __ m p EES _ _ _ SEE STRUCTURAL DWGS FOR T.O. GRADE BEAMS I I=I I=III ° _ 11 a " . BEAM SPECIFICATIONS 5 0 I I-I i ►-�- I ARCHITECTS 4 COAT CEMENT STUCCO _ 2 WALL SECTION A III' SMOOTH FINISH over DRAINAGE 1'-0° MAT over APPROVED I0� .'.,1 L A•.,, • 4 UNDERLAYMENT over 3/41'CDX PLYWOOD SHEATHING .� G 5 3/4" 1 5/8"33/8" n TYP. ROOF EDGE DETAIL McDONNELL F G INTERIOR INTERIOR OOR FLOORING AS PER SCHEDULE 4 COAT CEMENT STUCCO SMOOTH I � 1 1/2" 1'-O" RESIDENCE FINISH over DRAINAGE MAT over WHITE OAK FINISHED FLOOR APPROVED UNDERLAYMENT over 3/4" TURNED DOWN @ EDGE; 2'-0 5/8" CDX PLYWOOD SHEATHING MITERED CORNER SILL PAN FLASHING: L.C.C. SOUTHOLD, NY 115/8" 114" 1 / " _ FORMED FLASHING T.O. F.F. UPPER LVL _ T.O. F.F. MAIN LVL T.01 MAIN LVL _ _ coT.O. F.F. MAIM LVL Wig, -_6" - 171 . 611 171 . 6„ - - - - 171 - 6f' BUILDING LO "' SHOE STORAGE BELOW = INSULATION PER ENERGY CALCULATIONS T SECTIONS _ J, �n ^ = ± SEE STRUCTURAL DWGS FOR BEAM WALL CONSTRUCTION: 61' i STEP; PROVIDE FINISHED iA SPECIFICATIONS I I i--- VERTICAL SUPPORT AS cu HORIZONTAL CEDAR SIDING REQ'D SEE STRUCTURAL DWGS FOR BEAM --- -- - -- SEE STRUCTURAL DWGS FOR 5/8"GYPSUM BOARD FASCIA; SPECIFICATIONS ��, '' BEAM SPECIFICATIONS PAINTED FINISH-LEVEL 4 WALL CONSTRUCTION: ± 6° N 00 HORIZONTAL CEDAR SIDING N o j SOLID BLOCKING AS REQUIRED c� r SOLID BLOCKING AS REQUIRED SOLID 13LOCKING AS REQUIRED 1 III i ji'ii' 1 x4 CENTERMATCH T&G WOOD 1 I'll il� CEILING over 4�� r 3 CDX PLYWOOD SHEATHING MAIN CLNG a B.O.27-1 --6"— - B.O. GROUND CLNG rB_.O. GROUND CLNG --- B.O. GROUND CLNG LO i-5' - 4 1/2" 15' -_4 1/2" 15' _ 4 1/2" co STAIR OPENING DETAIL STEP DETAIL @ ENTRY 1x4 CENTERMATCH T&G WOOD �n 6 - 5 1 CEILING over 3/4"CDX PLYWOOD *- 1 1/2„ - 1 -0„ 1 1/2 = 1 -0 SHEATHING ENTRY WALL DETAIL WINDOW WALL DETAIL N 4 1 1/2 = 1 -0 3 1 1/2 = 1 -0 2020 JULY 15 M T CID �G�STERFO� ©COPYRIGHT NOTICE: 000 A B C D E F G H I J K L ,��.Q�S�OP"ER✓�'�� THE FOLLOWING DRAWINGS ARE A B C AN INSTRUMENT OF SERVICE AND ROOF CONSTRUCTION: KEMPER ROOFING(KEMPEROL SHALL REMAIN THE PROPERTY OF 2K-PUR)PITCHED TO ROOF DRAINS over 30# FELT -—•—•— —-—-—•—• •— THE ARCHITECT.THE CONCEPTS PAPER ON 3/4"CDX PLYWOOD SHEATHING over ROOF ~ AND DESIGNS CONTAINED HEREIN STRUCTURAL DWGS. W INSULATION AS � I I I I I I I I I � ? ARE INTENDED FOR THE SPECIFIED JOISTS(AS PERS ) / 7 2 5 O 0 LOCATION AND CLIENT. UNDER NO PER ENERGY CALCUALTION REQUIREMENTS I A5.1 I I A5.1 I A5.1 NFyyYpR� CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN rh T.O. ROOF _ '-' T.O. RO ANY OTHER LOCATION. - 41 0" ANY CHANGES MADE TO THE PLANS I io NOT BY BARNES COY ARCHITECTS, I I 1 I �, P.C.OR WITHOUT WRITTEN B.O. UPPER CLNG CONSENT OF BARNES COY I ARCHITECTS, P.C. IS IN VIOLATION 1 381 - 61' OF LAW AND STRICTLY PROHIBITED. I I I I I I I I I I I i WALL CONSTRUCTION: ± 611 HORIZONTAL CEDAR CENTER MATCHED SIDINGFINISH CHECKED BY: _ B.0, UPPER CLNG - ®J 3$' - 6" ; I TO BE 50/50 WEATHERING DOORS &WINDOWS:ALUMINUM FRAME GLAZING ( o STAIN/BLEACHING OIL UNITS;SEE UNIT SCHEDULE FOR REFERENCE MAS R B DROOM IflR P DI HIS/HER CLOSET MASTER BATH -o, ISSUED 20 I I I I 204 I 203 2.ISSUE FOR PERMIT 2020.07.15 INTERIOR FLOORING: HARDWOOD FLOORING over 3/411 i MASTER TERRACE I PLYWOOD over ENGINEERED WOOD FLOOR JOISTS(AS PER STRUCTURAL DWGS)WITH INSULATION AS PER T.O. F.F. UPPER LVL ENERGY CALCULATION REQUIREMENTS I �j o 291 - 6" 1 EXTERIOR RAILS: 36"HIGH,TEMPERED I I I— _N _ B.O. MAIN CLNG &LAMINATED GLASS GUARDRAIL TO I 27' - 6" MEET NYS BUILDING CODE REQUIREMENTS ® O. F.F. UPPER LVL I I I o DOORS &WINDOWS:ALUMINUM FRAME 2T.9, - 6„ — — — — — — __ I ( LAZING UNITS; SEE UNIT SCIHEDULE FOR REVISION I o cv) REFERENCE I I I I I I ( I I I I o No Description Date LIVING ROO GUEST ROOM 1 B.O. MAIN CLNG 104 102 27' --6" - � I TERRACE I I 3J-* _ _ T.O. F.F. MAIN LVL ROOF CONSTRUCTION: 51411 HARDWOOD DECKING I I I over 2x SLEEPERS over KEMPER ROOFING(KEMPEROL 2K-PUR)PITCHED TO ROOF DRAINS over 30# FELT �— — — — — — — — B.O. GROUND CLNG_Ag PAPER ON 3/411 CDX PLYWOOD SHEATHING over ROOF — — — — — — ® JOISTS(AS PER STRUCTURAL.DWGS.)W/INSULATION AS 15' - 4 1/2" PER ENERGY CAICUALTION REQUIREMENTS I I I (- - a - - - - - - - - - _ _ _ _ _ _ _ BFE + 2' FREEBOARD , q 14' - 0" I I I i ( STORAGE I I OPEN TO EEYONDI I GARAGE T GARAGE SLAB: POURED CONCRETE SLAB ' -"- --- W/WWM over MECHANICALLY 1 I I ( 001 000 - COMPACTED SOIL. PROVIDE 1/2" PERIMETER EXPANSION AND CONTROL 4 JOINTS AS REQ'D .— A5.1 I T.O. F.F. MAIN LVL T.O. F.F. GROUND LVL �� 1_41 11 � - - -,, Ii; i = 1=I�1 I �� - _ I--, I I-,_- _ - � A2 !w\ I•I I I I I I I I ( I= 1=11, 1=1 - I - I=_ T.O. GRADE BEAMS I -� -� �� 51 - 011 B.O_GROUND CLNG ' - 4 f/2" 1/4" = 1 -0I L WALL CONSTRUCTION: ± 611 EBONY ° B LEAD COATED COPPER DRIP CAP AT STAINED CEDAR SIDING over 30# I" I I LEAD COATED COPPER DRIP CAP AT PERIMETER FELT PAPER over 3/4"CDX PLYWOOD a PERIMETER 4 3/4" (LC T.O. ROOF BRIDGEHAMPTON: SHEATHING over POURED CONCRETE ® 411 0„— — — - WALL CONSTRUCTION w/FLOOD VENTS TO MEET ALL FEMA A T- .-O. ROOF N 1936 MONTAUK FLOODZONE REQUIREMENTS ®/ 41' - 0” LOHIGHWAY PO BOX 763 I° I N BRIDGEHAMPTON, NY PRESSURE TREATED BUILT-UP CURB SOLID BLOCKING AS REQUIRED SEE STRUCTURAL DWGS FOR JOIST PHONE: 631.537.3555 ,III, - ° WALL CONSTRUCTION: 1"CEMENT SPECIFICATIONS FAX: 631.537.0558 B.O. MAIN CLNG STUCCO FINISH 27' - 6„ — — — WALL CONSTRUCTION: 1"CEMENT STRUCTURAL SLAB AS PER STRUCTURAL STUCCO FINISHSEE STRUCTURAL DWGS FOR BEAM 1x4 CENTERMATCH T&G WOOD DRAWINGS over VAPOR BARRIER ON CEILING over 3/4"CDX PLYWOOD SPECIFICATIONS a GRAVEL DRAINAGE PAD SHEATHING 5/8"THICK GYPSUM CEILING BOARD; COy 1 T PAINTED FINISH-LEVEL 4 I �' 1 I DOORS&WINDOWS:ALUMINUM ARCHITECTS 3/411 CDX PLYWOOD SHEATHING I - N FRAME GLAZING UNITS;SEE UNIT 5/8"THICK GYPSUM CEILING BOARD; SCHEDULE FOR REFERENCE T.O. F.F. GROUND LVL _ 4 PAINTED FINISH-LEVEL 4 SLIDER HEAD DETAIL 1 1/211 = V-0" B.O. UPPER CLNG FRY REGLET DRIP SCREED ® 381 6„ - - - - - - - - - B.O. UPPER CLNG -- •-_ ;- 381 - 6" 5 ROOF EDGE DETAIL rh T.O. ,GRADE BEAMS =I I=I _�I _�_ _�= I =�= I=- 5 - 0 I III—III—I ' I—III—III—III—III III-I I ( III-I I PAI THICK GYPSUMLE CEILING BOARD; MCDONNELL PAINTED FINISH-LEVEL 4 DOORS&WINDOWS:ALUMINUM RESIDENCE WALL SECTION B FRAME GLAZING UNITS; SEE UNIT 2 1/2" = 1'-0" n ROOF FASCIA DETAIL SCHEDULE FOR REFERENCE SILL BLOCKING AS REQ'D; SEE SHOP DRAWINGS SOUTHOLD, NY L FRAMED INTERIOR PARTITION: 512" cry 5/811 GYPSUM WALL BOARD ON rh T.O. F.F. MAIN LVL _ r r_T.O. F.F. UPPER LVL _ _ _ r BUILDING WOOD STUD FRAMING �J 17' _ 6" -_ __ 2g' _ 6" � SECTIONS METAL ANGLES ATTACHED INSULATION BOARD: 2"THK. RIGID iv _- RECESSED ALUMINUM SHOE BY CRL BACK TO WALL STUD;TYP. z OR APPROVED EQUAL `'' BOTH SIDES. COORDINATE FOAM TAPERED TO DRAINS �t o WIDTH W/WINDOW MULLION — - INSULATION BOARD: 2"THK. RIGID SEE STRUCTURAL DWGS FOR BEAM y FOAM TAPERED TO DRAINS p PROVIDE INSULATION SPECIFICATIONS T BETWEEN METAL ANGLES WALL CONSTRUCTION: 1"CEMENT INSULATION PER ENERGY c> STUCCO FINISH c CALCULATIONS T T 1 5/8" DUROCK WALL BOARD' MOISTURE RESISTANT GYPSUM BOARD T 1 TYP,ALL WET LOCATIONS I CEILING 3/4"CDX PLYWOOD SHEATHING LO B.O. MAIN CLNG _ WALL TILE PER INTERIORco B.O. GROUND CLNG 27 - 611 DESIGN LAYOUT �J 15' - 4--1/-211 - - - - - - - c? 1 x4 CENTERMATCH T&G WOOD LO CEILING over 3/4"CDX PLYWOOD r n WALL DETAIL @ MULLION n DROP BEAM DETAIL SHEATHING n TYP.TERRACE FASCIA DETAIL o 1/2 - " - 1 0" 1 1/2" = V-0" 2020 JULY 15 N 1 co T ©COPYRIGHT NOTICE: A B C D E IF G H I J K L THE FOLLOWING DRAWINGS ARE H J G`g?ER�p ANINSTRUMENT SERVICE AND ALL REMAIN F N T EPROPERTY OF L� �gZOPNFq '9 THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN rn ARE INTENDED FOR THE SPECIFIED ROOF CONSTRUCTION: KEMPER I I I I I I I I I LOCATION AND CLIENT. UNDER NO ROOFING(KEMPEROL 2K-PUR)PITCHED CIRCUMSTANCES SHOULD THEY BE TO ROOF DRAINS over 30#FELT PAPER 2 USED BY ANOTHER PARTY OR IN N 3/4"CDX PLYWOOD SHEATHING over A5.2 ANY OTHER LOCATION. ROOF JOISTS (AS PER STRUCTURAL I ___________ ,t� $0 ANY CHANGES MADE TO THE PLANS DWGS.)W/INSULATION AS PER ENERGYFVC�'ICj4 NOT BY BARNES COY ARCHITECTS, CALCUALTION REQUIREMENTS I I �`' I I I I I I P.C.OR WITHOUT WRITTEN CONSENT BARES COY ARCH TECTOS, P.C.NS N VIOLATION T.O. ROOF ' OF LAW AND STRICTLY PROHIBITED. — — — — — — — — �— — — — _ T.O. ROOF— — — — 411 - 0" I - - - - — — 41' O11 'do .1, I = I I CHECKED BY: 1 •1 ' ZV _ PPER C G 381 - 611 1 ISSUED I SSU I I B.O. UPPER CLNG 1 2.ISSUE FOR PERMIT 2020.07.15 - — — —381 - 6" � .. 8 1 1 WALL CONSTRUCTION: ± 6"HORIZONTAL CEDAR CENTER MATCHED SIDING; FINISH A5.3 FFICE TO BE 50/50 WEATHERING I \ I I I / \ STAIN/BLEACHING OIL 201 \ 208 rn � I , INTERIOR FLOORING: STONE FLOORING _ _ SET IN MORTAR BED over 3/4"PLYWOOD I I I I I I I � T.O. F.F. UPPER LVL _j v over FLOOR JOISTS(AS PER STRUCTURAL — 29' - CALCULATION 1 I. — _ — — _ a DWGS. WITH INSULATION AS PER ENERGY o 1 , 1 UI E I CALCULATION REQ R MENTS - N — _------ EVISION B.O.BOMAIN CLNG — — — i rr I 1 27 1 6 J i 3 I I I 1 .�. I :.-,°; . : I . ;: .<. .; � ..I � . - : `. ,. - : :, :�; _ � "::% ;. :.:..�. . _ : .--, ; . •:' : ., No Description Date I I WALL CONSTRUCTION: 1"CEMENT A5.2 ' STUCCO FINISH over 1"METAL HAT = CHANNELS over 30# FELT PAPER over T.O. F.F. UPPER LVL 1 0 3/4"CDX PLYWOOD SHEATHING v 1 1 / over 2x6 2 9 6 I STUD WALL @ 16 O.C.W/FIRESTOPPNG = M R7RWWI I I I ) J AS REQ'D. INSULATION AS PER ENERGY DINING ROOM GENKAN EN RY CALCULATION o I N REQUIR EMENTS 1 - T 105 100 I' 0 IN LN B.O. A CLNG O. 1 1 1 1 27 6 RRA E 4 T C .I I I I A .2 5 1 T.O. F.F..O. MAIN LVL A — — — — — — — 85 I I N 11 • r 17 6 Jill B.O. GROUND CLNG _ - — 1- - 4 1/2" _ _ _ _ _ BFE_+ 2' FREEBOARD EXTERIOR RAILS: STAINLESS STEEL ' 14' - 011 STANCHIONS with STAINLESS STEEL I I I i CABLES AND WOODEN GUARDRAIL CAP I I I I I I I I I I I N WALL CONSTRUCTION: ± 6"EBONY OPEN TO EYOND I r STAINED CEDAR SIDING over 30# FELT ' PAPER over 3/4"CDX PLYWOOD 2 I I SHEATHING over POURED CONCRETE A8.5 I WALL CONSTRUCTION w/FLOOD VENTS T.O. F.F. MAIN LVL TO MEET ALL FEMA FLOODZONE REQUIREMENTS _ ( _ T.O. F.F. GROUND LVL B.O. GROUND CLNG I — - 15' - 4 1/2" 1 IS (=1 _= 1 I (_ � 1 1= ( 1=1 1= I I I =1 1 - -=-� _�1=�= I =1 I= I = = I=I I =I = T.O. GRADE BEAMS gjL _ — � _ _ — _ _ 1 — — — — — — — — 51 . 011 11=�I� I �IIII � � � � � I—�=�IIII I III 11I�1 ��� � � II LI � � � I II � ���=11 �—��� II I�� BRIDGEHAMPTON: 1x4 CENTERMATCH T&G WOOD CEILING _ I ( over 3/4"CDX PLYWOOD SHEATHING n SECTION 0C-C 1936 MONTAUK HIGHWAY PO BOX 763 _ I I BRIDGEHAMPTON, NY STRUCTURAL SLAB AS PER STRUCTURAL DRAWINGS over VAPOR BARRIER ON PHONE: 631.537.3555 GRAVEL DRAINAGE PAD FAX: 631.537.0558 T.O. F.F. GROUND LVL — 71 . 011 -- Rs _ = II - II- I.I=1 =1 11=1 11= VIII i I r I_I I_ = I = T.O. GRADE BEAM 1 1,4 E S F 71/2" G ARCHITECTS 5, _ 0 � �- � - B C -I I I—� ► —► —� ►—► I I ► —I FRAMED INTERIOR PARTITION: 5/8" �LWALL SECTION C GYPSUM WALL BOARD ON WOOD STUD FRAMING INTERIOR FLOORING: HARDWOOD 1/211 = 1'-0° ( I FLOORING on 3/4"PLYWOOD over ( I 4 y TJI'S(AS PER STRUCTURAL ENGINEER 1 INTERIOR FLOORING: HARDWOOD SPECIFICATIONS) FLOORING on 3/4"PLYWOOD over 1"HARDWOOD DECKING over 2x TJI'S(AS PER STRUCTURAL ENGINEER SILL PAN FLASHING: L.C.C. FORMED ' SLEEPERS over KEMPER ROOFING SPECIFICATIONS) FLASHING (KEMPEROL2K-PUR)PITCHED TO 41/ ' 91/4" I I I McDONNELL ROOF DRAINS over 30# FELT PAPER ON 3/4"CDX PLYWOOD SHEATHING T.O. F.F. UPPER LVL _ RESIDENCE over FRAMING(AS PER STRUCTURAL T.O,F.F. MAIN LVL 29' - 6" DWGS. — — — cn — . fit/ � �r 6n F I SEE RESCHECK CALCULATIONS FOR OLD, NY RECESSED ALUMINUM SHOE BY CRL = T.O. F. UPPER LVL — 29' - 6" ALL INSULATION REQUIREMENTS SOUTH OR APPROVED EQUAL I.n 3/4"CDX PLYWOOD SHto b EATHING BUILDING SOLID BLOCKING AS REQUIRED --- - - --�— ' � '; 'I i � r -- --- - ..•., .:-. 1 '� ! SECTIONS SEE STRUCTURAL DWGS FOR BEAM I o 0 I I CV N SPECIFICATIONS III' r S UAL DWGS FOR BEAM I � �I EE STRUCTURAL I SEE STRUCTURAL URAL WGS F RCT D OR BEAM . - If li I 00 I , I SPECIFICATIONS I' I SPECIFICATIONS I WALL CONSTRUCTION. E I I 1"CEMENT � I 1x4 CENTERMATCH T&G WOOD ISI I'I li STUCCO FINISH r. II WALL CONSTRUCTION: 1 CEMENT i r III I i CEI G v P FINISH LIN over 3 4 CDX PLYWOOD I , STUCCO FI . I� SHEATHING I t B.O. .O. MAN CLNG G r 11 i _ 27 6 II ;• i B.O. GROUND CLNG _ I � III I —---- -- ----- ------ ----- - --------- 41/4 - 1x4 CENTERMATCH T&G WOOD - ----- - ----- - ------ -------- --- B.O. MAIN CLNG - 15' - 4 1/2" 1 CEILING over 3/4"CDX PLYWOOD FRY REGLET DRIP SCREED 271 - 611 SHEATHING DOORS &WINDOWS:ALUMINUM I 1� 1x4 CENTERMATCH T&G WOOD FRAME GLAZING UNITS;SEE UNIT �? CEILING over 3/4"CDX PLYWOOD SCHEDULE FOR REFERENCE M SHEATHING U-) 5 DETAIL @ MSTR TERRACE n STEP DOWN DETAIL 1_ 11 1 1/2 = 11 1 1/2 - 1 0 n OVERHANG HANOG DETAIL 2020 JULY 15 0 LL LjL T W wrl��� N co TM W STEF? ©-COPYRIGHT NOTICE: OP�Fq q9 ,. THE FOLLOWING DRAWINGS ARE ROOF CONSTRUCTION: AN INSTRUMENTSERVICE AND ROOFING(KEMPERO 2K-UR)KEMPER B C D A B C D E F G H I J K L V j SHALL REMAIN T EF PROPERTY OF PITCHED TO ROOF: DRAINS over 30# �� .y THE ARCHITECT.THE CONCEPTS FELT PAPER ON 3/4"CDX PLYWOOD dal AND DESIGNS CONTAINED HEREIN SHEATHING over ROOF JOISTS (AS ARE INTENDED FOR THE SPECIFIED PER STRUCTURAL DWGS.)W/ -- LOCATION AND CLIENT. UNDER NO f f I I EVYY p CIRCUM STANCES SHOULD THEY BE : ± 6 HORIZONTAL AS PER ENERGY USED BY ANOTHER PARTYOR IN CEDAR CENTER MATCHED SIDING; FINISH3 CALCUALTION REQUIREMENTS A5.3 ANY OTHER LOCATION. TO BE 50/50 WEATHERING ANYA CH N E G S MADE TO THE PLANS — STAIN/BLEACHING OILARCHITECTS, N T BY BA RNESCOY T.O. R OF 2 P.C 1 11 — P.C.OR WITHOUT OUT WRITTEN 41 0 • -': ' � ' A5.3 � `. - CONSENT OF BARNES COY -—-— ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. T.O. ROOD CID 1 HE - C K CED BY: B.O. UPPER CLNG N O. 1 11 .. - B.O. UPPER C_LN 3816" �— — G 38' - 611 ISSUED 1 x4 CENTERMATCH T&G WOOD / 2.ISSUE FOR PERMIT 2020.07.15 CEILING over 3/4"CDX PLYWOOD I I I I I I I 1 SHEATHING ( , K'S B ROOM ' I Tc ROOF CONSTRUCTION: 5/4" f I JACK'S TERRACE HARDWOOD DECKING over 2x I I SLEEPERS over KE:MPER ROOFING (KEMPEROL 2K-PUR)PITCHED TO j ROOF DRAINS over 30# FELT PAPER — — — — — — — — T.O. F.F. UPPER LVL ON 3/4"CDX PLYWOOD SHEATHING 29' 6" Vj ii I S I i v ROOF JOISTS A PER I I ;1IN STRUCTURAL DWGS. W INSULATION — — — B.O. MAIN CLNG REVISION I 1 6.. 11 AS PER ENERGY r ALCUALTION 271 1 1 N o Description D ate REQUIREMENTS - A . t 53 I I E I I t I - e I ' I I f I I , O u 1 WALL CONSTRUCTION: 1 CEM ENT 1 , STUCCO FINISH1 MET e v r o ALH e AT co o CHANNELS over 30# FELT PAP ER ove r ' 3/4"CDX PLYWOOD SHEATHING over 2x6 KIT Ill 5 _ o T STUD WALL @ 16"O.C.W FIRESTOPPNG T.O. F.F.�1PPER LVL _ r _ _ _ _ I F106 I I I I f AS REQ'D, INSULATION AS PER ENERGY ®J 29 6 y I I CALCULATION REQUIREMENTS I,I I TERRACE 1 'I — 1 _ IJill T.O. MAIN, O. F.F.FF. LVL B.O. MAIN CLNG_ 1 N II _ 17 6 27' - 61t T T 1 4 B.O. GROUND_ O G OU CLN G A5.3 I I 15' - 4 1/2 — — a— — — ------------ — BFE + 2' FREEBOARD — 141 - 0" WALL CONSTRUCTION: ± b"EBONY DOORS &WINDOWS:ALUMINUM N_ STAINED CEDAR SIDING over 30# FELT FRAME GLAZING UNITS; SEE UNIT I OPEN TO BEYOND PAPER over 3/4"CDX PLYWOOD SCHEDULE FOR REFERENCE SHEATHING over POURED CONCRETE WALL CONSTRUCTION w/FLOOD VENTS TO MEET ALL FEMA FLOODZONE REQUIREMENTS I I _ T.O. F.F. GROUND LVL INTERIOR FLOORING: HARDWOOD — I -I I I I— I —II I III I —III}— I I III— FLOORING over 3/4"PLYWOOD over —� — ( I — I� ENGINEERED WOOD FLOOR JOISTS I — —� —� —� — — — — — —� �— — �— 1 — —I — T.O. GRADE BEAMS (AS PER STRUCTURAL DWGS.) SECTION D-D LEAD COATED COPPER DRIP CAP AT C 5 p11 BRIDGEHAMPTON: h INSULATION AS PER ENERGY � 1/4" = 1'-O" PERIMETER CALCULATION REQUIREMENTS 1936 MONTAUK T.O. ROOF HIGHWAY PO BOX 763 4 S I F G N BRIDGEHAMPTON, NY A5,1 PRESSURE TREATED BUILT-UP CURB , -—- - CALCULATIONS --- ---- PHONE: 631.537.3555 INSULATION PER ENERGY T.O. F.F.. ti1AIN LVL FAX: 631.537.0558 ��--- 1 / 17' - 611 — — M 1711 B.O. STAINED CEDAR SIDING over 30# l, E AIN CLNG FELT PAPER over 3/4"CDX PLYWOOD ` . .` '`.' 271 - 6111 x4 CENTERMATCH T&G WOOD SHEATHING .. . .. - IIS CEILING over 3/4"CDX B_.�O_ . GROUND CLNG PLYWOOD 15' ' N 41/2' 5/8"THICK GYPSUM CEILINGSEE STRUCTURAL DWGS FOR BEAM / SRC H I T E CTS BOARD; PAINTED FINISH-LEVEL 4 SPECIFICATIONS I ili I I I DOORS &WINDOWS:ALUMINUM I __ 2 WALL SECTION D FRAME GLAZING UNITS; SEE UNIT 1/211 = 1 1_pll A SCHEDULE FOR REFERENCEXX WINDOW HEAD DETAIL n • _ �__B.O. UPPER CLNG V 11 — 1 11 ®.J 4 B 3/4"MDO PLYWOOD PANELS AT °' 1 1/2 1 -0 381 . 611 2 3/4" 2 3/4" WALL LOCATIONS I.."Q ' °, 4° a"°. G CEILING ov1 x4 CE er 3/4"CDX PLYWOOD M c D O N N E L L FRAMED INTERIOR PARTITION:5/8 SHEATHING n STUCCO FASCIA DETAIL GYPSTUDUM FRAMING LBOARD ON WOOD STAINED FE PAPER EDAR SIDING over 30# over 3/4"CDX PLYWOOD a°_ J 1 1/2" = 1'-0" RESIDENCE SHEATHING DOORS &WINDOWS:ALUMINUM I ' DOORS &WINDOWS:ALUMINUM FRAME GLAZING UNITS; SEE UNIT �u. a ° FRAME GLAZING UNITS; SEE UNIT 5/4"x 4"IPE WOOD DECKING 1 SOUTHOLD, NY SCHEDULE FOR REFERENCE ° SCHEDULE FOR REFERENCE 3/ 4" ci T.O. F.F. UPPER LVL r o c; — — — — — 281 . 6,1 SOLID BLOCKING AS REQUIRED <\\ _ BUILDING SMART VENT MODEL 1540-20 FLOOD SOLID BLOCKING AS REQUIRED STRUCTURAL STEEL TUBE; REFER o VENT; INSTALLATION BY �� SECTIONS TO STRUCTURAL DRAWINGS MANUFACTURER STANDARDS SILL BLOCKING AS REQ'D; SEE RECESSED ALUMINUM SHOE BY CRL SHOP DRAWINGS OR APPROVED EQUAL co co WALL CONSTRUCTION: 1"CEMENT 00 i ° A STUCCO FINISH s Pe WALL CONSTRUCTION: ± b" - O EXTERIOR PORCELAIN PAVERS; ° ° z SILL PAN FLASHING: L.C.C. HORIZONTAL CEDAR SIDING w ° w UNDERLAYMENT AS RE QDi I a = FORMED FLASHING z Lu I�I T t SEE STRU �' CTURAL DWGS FOR BEAM INSULATION PER ENERGY SPECIFICATIONS CALCULATIONS T.O. F.F. GROUND LVL ° � WALL CONSTRUCTION: 111 a ° CEMENT STUCCO FINISH STRUCTURAL SLAB AS PER STRUCTURAL' _ I. ° B.O. MAIN CLNG _ a.. DRAWINGS over VAPOR BARRIER ON ° ° _ 3/4 CDX PLYWOOD SHEATHING NU 27 6 0) GRAVEL DRAINAGE PAD E I DOORS&WINDOWS:ALUMINUM M =I I= I= FRAME GLAZING UNITS;SEE UNIT LO SCHEDULE FOR REFERENCE N PLAN DETAIL @WINDOW PIER SLP. SMART VENT DETAIL 3" - 1'-011 1_ /, n WINDOW SILL DETAIL FASCIA DETAIL JULY 15 N 1 1/2 - 1 0 3" = 1'-0" -" 1 1/2" = 1'-011 `o c ©COPYRIGHT NOTICE: E F 1 1 2 3 4 5 VppyRF� ANRE ENSOTRUOMENT OF SERVWING GCEAAND 3 -—-— ��Q�5 F9 n SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN 410 . OROOF _ _ _ ® T.Q. ROOF — — —- I A9 0 I I I I n m ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE �I fl I I 0 USED BY ANOTHER PARTY OR IN 6 i A5.4 YAR\- ANY OTHER LOCATION. ANY I CHANGES ADE I I EMADE THE PLANS I I I BAR BY I NOT , I BARNES COY ARCHITECTS B.O. UPPER CLNG_ _ — — P.C.OR WITHOUT WRITTENB.O UPPERCLNG T.O. ROOF CONSENT OF BARNES COY38 - 3 ' _ 61, _ 4l' - 0" ARCHITECTS, P.C. IS IN VIOLATION IOF LAW AND STRICTLY PROHIBITED. 1 B.O. UPPER CLNG 38 6 CHECKED BY: , I I A5.4 I I I I WALL CONSTRUCTION: ± 6" ISSUED - I I MASTER BEDROOM ( I OFF CE HORIZONTAL CEDAR CENTER T.O. F.F. UPPER_LVL o MATCHED SIDING; FINISH TO BE 2.ISSUE FOR PERMIT 2020.07.15 ems— J K'S TERRACE JACK'S BATH 50/50 WEATHERING � 29' - 6" i I I 202 I I 20 F2_07 STAIN/BLEACHING OIL , I I I I I i B.O. MAIN CLNG T.O. F.F. UPPER LVL 27' NMI 77 TAAAT\A4TAAj4AAT\AA - � I - 0 291 . 611 I B.O. MAIN CLNG I27' - 61r \ REVISION DOORS&WINDOWS:ALUMINUM ( I `� I WALL CONSTRUCTION: 1" No Description Date FRAME GLAZING UNITS;SEE UNIT CEMENT STUCCO FINISH over 1" T.O. F.F. UPPER LV_L I SCHEDULE FOR REFERENCE I ( I i METAL HAT CHANNELS over 30# I I 29' - 6" �� o "' FELT PAPER over 3/4"CDX PLYWOOD SHEATHING over 2x6 I LIVING ROOM DIN G ROOM KITCHEN 71, TRY I *- STPD W OPPNG AS EADC. / 104 105 106 7 ,' I I �� CALCULATION REQUIREMENTS INSULATION AS PER ENERGY MAIN CLNG � I 1 , B.O.� - 6" _T.O. F.F. MAINLVL_� / INTERIOR FLOORING, HARDWOOD / FLOORING over 3/4"PLYWOOD over r 17 6 ENGINEERED WOOD FLOOR JOISTS T d B.O. GROUND CLNG - (AS PER STRUCTURAL DWGS.)WITH INSULATION AS PER ENERGY '—' 15' - CALCULATION 5' -CALCULATION REQUIREMENTS — - - — — — — — — I — —I — — — — _ — BFE + 2' FREEBOARD n WALL SECTION F 3q N A5.4 STORAGE BEACH STORAGE r T.O. F.F. MAIN LVL a 0 003CID �J 171 - 6" 4 I I I I T.O. F.F. GROUND,LVL 0" -B.O. GROUND CLNG 15' 41/2" — T.O. GRADE BEAMS SECTION off 51 - 0" 51 - 0" n WALL SECTION E 1/4 = 1 -0 " 1/2r1 = 1 1-Orr 1 BRIDGEHAMPTON: INTERIOR FLOORING: HARDWOOD 4 1/4" 9 1/4" � A B C D E F G H I J 1936 MONTAUK FLOORING on 3/4"PLYWOOD over TJI'S (AS PER STRUCTURAL ENGINEER HIGHWAY PO BOX 763 SPECIFICATIONS) I 8 _ _—. T.O. ROOF BRIDGEHAMPTON, NY 41' - 0" rh T.O. UPPER LVL PHONE: 631.537.3555 VU-29' --6"— — - ---z - _ _ _ 1 IAX: 631.537.0558 THERMAL BREAK; PROVIDE RIGID — — _ I_ B.O.BSO. UPPER CLNG INSULATION AS REQ'D I I 7 STEEL PLATE WELDED TO BEAM; SEE A5.4 , A STRUCTURAL DWGS. R, Ilk, I , I 1 I 5/8"GYPSUM BOARD FASCIA; � y PAINTED FINISH-LEVEL 4 JACK'S BAT I \` STAINED CEDAR SIDING over 30# ALIGN GWB FIN. FACE W/ , 11 � '�'� '�,� , 207 BACK OF MULLION D ARCHITECTS FELT PAPER over 3/4 CDX PLYWOOD SHEATHING I SEE STRUCTURAL DWGS FOR BEAM SPECIFICATIONS ' DOORS&WINDOWS:ALUMINUM , T.O. F.F. MAIN LVL_ _ _ _ _ — — — FRAME GLAZING UNITS;SEE UNIT — — — — — _ _ — T.O. F.F. UPPER LVL 117'-611 SCHEDULE FOR REFERENCE 291 - 611 V s# *'� SEALED AND PAINTED CENTER STEEL TUBE STRINGER = B.O_MAIN CLNG _ - _ _ _ _ _ � ®— B.O. MAIN CLNG "- - - 27 - 6'.6 271 . 611 , PORCELAIN STAIR TREAD; TBD __— __--_ _ 5/8"THICK GYPSUM CEILING BOARD; PAINTED FINISH-LEVEL 4 _ ___ MCDONNELL SPANDREL DETAIL I 1 I I I RESIDENCE I1' 5 n r n 112 = 1 - / 0 I SOUTHOLD NY 1 I I PANTRY I I I MECHANICAL I I 107 109 DOORS&WINDOWS:ALUMINUM FRAME GLAZING UNITS;SEE UNIT 4 BUILDING NG A .4 SCHEDULE FOR REF 5 REFERENCE - SECTIONS gyp' T.O. F.F. MAIN LVL I _ _ _ I _ _ _ T.O. F.F. MAIN LVL B.O. GROUND CLNG 17' - 611 _ - - - - - 171 - 6" ®J 15' - 4 1/2" — — — — — I B.O. GROUND CLNG I ° SILL PAN FLASHING: L.C.C. FORMED , 15" - 4 1/2" ° FLASHING1— ° _ �_ BFE + 2' FREEBOARD -� ° - - --- a — --14;1" SOLID BLOCKING AS REQUIRED �' I - WALL CONSTRUCTION ± 6"EBONY STAINED CEDAR SIDING over 30# d- a SEE STRUCTURAL DWGS FOR BEAM FELT PAPER over 3/4"C;DX PLYWOOD ; SPECIFICATIONS d SHEATHING over POURED CONCRETE CABANA I BEA H STORAG� ST RA I GARDEN STO. WALL CONSTRUCTION w/FLOOD °. °a° 002 `� 003 04 005 d ° 0 vt -- 7 I VENTS TO MEET ALL FEMA ° -, d FLOODZONE REQUIREMENTS STAINED CEDAR SIDING over 30# ° ° ° ° FELT PAPER over 3/4"CDX PLYWOOD ° �, �, a SHEATHING TIO. F.F. GROUND LV_ L o I- 7 - CID = I-Ti 4 DETAIL TERRACE STAIR @ SILL DETAIL SECTION F-F T.O. GRADE BEAM2020 JULY 15 N 1'-0" co_ T ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS ED Aq� AND DESIGNS CONTAINED HEREIN �5 QJ1ER �,q �S' ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN I * ANY OTHER LOCATION. 1 J ANY CHANGES MADE TO THE PLANS A6.0NOT BY BARNES COY ARCHITECTS, T 2 40@� P.C. OR WITHOUT WRITTEN \OFNON CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION �- OF LAW AND STRICTLY PROHIBITED. I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I CHECKED BY: - I I I I I I I I I I I I I I I I I iw 2 I I I I Z N n 2 ISSUED A6.0 I I I I I I I I I I I I I I � A6.0 I I I I I I in 4 5 6 7 8 1 9 10 11 112 13 14 115 16 17 118 2 ISSUE FOR BID 2020.12.02 I I I I I I I I I I I I I I I I I I I I I I I I I I - I I I I I I I I I I I I I T- co _ 4 ISSUE FOR CONST. 2021.07.19 y!, 5 ISSUE BLDG DEPT COMMENT 2 2 �ppER LUL 2021.09.16 10' -5" 1. 0.. T'0' 0 F.F. i 6" - 1 A6.0 J ASN CL _ _ 8.0 M i i r-.._ -- 5 ST-1 PLAN @UPPER LVL 4721 "--t:`�"--�' � REVISION 1/2' = 1'-0" No Description Date A6.0 ... I - I - I I I I . I I I I I VL 2 N CL I i I I I I I I I I I I 2 MAIN A6.0A6.0 F'F /� .6" j 1 2 3 4 5 6 7 10 11 12 13 14 15 16 1 18 ®/ 17� I I I I I I I I I I I I I I I I 8 --1 9 I I l I I I I i 7 1 I I �.- I I I I I I I I I I I I I I I I I I�, / / F A6.0 J / / 4 ST2-1 PLAN @ MAIN LVL 3 ST-1 AXON / 0 BRIDGEHAMPTON: T.O. F.F. MAIN LVL 1936 MONTAUK F J 2 HIGHWAY PO BOX 763 co, BRIDGEHAMPTON, NY LO r • � � � N PHONE: 5 FAX: �l— OSHA EQUIPTO INDUSTRIAL STEEL STAIR BY NORTHERN OR EQUAL / CD 1 r+—JcoA6.3 z . F.F. UPPER LVL F. UPPER LVL 11TECTO' . I 00 co �-J 00 u k N x I B.O. MAIN CLNG B.O. MAIN CLN co cni s. e „1 -- McDONNELL RESIDENCE co 00 o �. C) SOUTHOLD, NY T.O. F.F. GROUND LVL 7' - 0" w ' W r WI � I STI & EST3 PLANS cc n EST-3 DTL SECTION AND SECTIONS —1/2' = V-101" /; G •� II •I i�� L— N 6 —� - - cf) o I I 4 T.O. LANDING ' T A6.3 ._._� cm + 15'-43/8"ASA 7 7 - - ".'I(A6.0 0 0 `n _ co co r. Lu T.O. F.F. MAIN LVL - T.O. F.F. MAIN LVL ' 1 2 .. 3 14 5 '; 6 : 7 8 ' 9 10 — — — — 17' - 6" 17' - 6" 14'- 11.. co 8'-21/2" 3'-0" N 18 EQ.TREADS «C) 11'-5" 2 1/2"1 5 1/44" ai VST-3 PLAN @ MAIN LVL 2 ST-1 DTL SECTION n ST-1 SECTION 2021 SEPTEMBER 16 0/2 = 1 -0 12" = 1' / -0" 1/2" = 1'-0" T ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE J ED q AN INSTRUMENT OF SERVICE AND�E AC SHALL REMAIN THE PROPERTY OF ��5©pNER ✓ S/J, THE ARCHITECT.THE CONCEPTS QEF AND DESIGNS CONTAINED HEREIN n ARE INTENDED FOR THE SPECIFIED „t LOCATION AND CLIENT. UNDER NO THEY MSTANCES ULD _B.O. MAIN_C_LNG I * USEDUBY ANOTHER POARTY OR IN BE 22140 Q` CHANGES MADE T 27' - 6" ANY OTHER LOCATION. ANY CH G S O THE PLANS F NEW y NOT BY BARNES COY ARCHITECTS, P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY I RCHITECTS, P.C. IS IN F LAW AND STRICTLY PROHIBITED. OED. CHECKED BY: - - I. ISSUED 2 ISSUE FOR BID 2020.12.02 I 2.ISSUE FOR PERMIT 2020.07.15 . I REVISION T.O. F.F. MAIN LVL No Descri tion Date 17 - 6 B.O. GROUND CLNG 15' - 4 1/2" 3 —- _...........i 1................................................._. ......................1 ......._.............._.......----_ _--------- EXTERIOR RAILS:STAINLESS STEEL ................................. ._. A6.3 7tSTANCHIONS with STAINLESS STEEL _. ......__........._.._____._.._..._.__...._...._...__....__...._ _ CABLES AND WOODEN GUARDRAIL CAP 3 3 ; �- - i- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I 0p W I I I I I I M I I I I I I O 0) w 1 I OLO Z I I I I I r A6.1 in � I r A6.1 I I I I I I I LANDING I I I I I I I I I I I I I i 9'- 10 3/8" 1514 I 13 I 12 11 I 10 I 9 8 7 6 1 5 1 4 1 3 1 2 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CV N 4 — — — — — — — — — 4 N I I 2'-0 1/2" 13'-9" w 15 EQ.TREADS T.O. F.F. GROUND LVL 7. _ °„ _ J EST1 DETAIL SECTION EST1 PLAN �a MAIN LVL BRIDGEHAMPTON: 3 1/2" = V-0" 1936 MONTAUK HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY PHONE: 631.537.3555 FAX: 631 .537.0558 A 5 6 5 A A6.1 lk,, £ #r --------------- - I _ I 1 2 T.O. .F. MAII O. N LVL — — — — — — — — — :x 17 - 4 _ CD d I I ww r` 5 �r Co l M cDON NELL- T co co co RESIDENCE cc CO ir— cii �, 0 7 SOUTHOLD, NY w 8 • I ' I ESTI & EST2 PLANS TT AND SECTIONS �- ,n DN 4 4 o o io A6.1 LANDING 4'- 10 1/8" 9 10 11 ti 13 141 15 16 A6.1 Iir 3'-4 1/4" 7'-4" 00 WT w I CD 1 cc 8 EQ.TREADS 10'-8 1/4" ;tw w 00 CC) .• . 1 � I I I 5 1 T.O. F.F. GROUND LVL -- ,— — — — - 7, °� - © a �s T n EST2 DETAIL SECTION B n EST2 PLAN Qa MAIN LVL a EST2 DETAIL SECTION 4 1/2" - 1'-01/2" = 1'-°" 1/2" - 1'-0" T 2020 JULY 15 c _ C a ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE \SERE D q90 AN INSTRUMENT OF SERVICE AND �C? opHER ✓ yj SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS N AND DESIGNS CONTAINED HEREIN E INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO N CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN F 2 140 Off ANY OTHER LOCATION. o''NENN ANY CHANGES MADE TO THE PLANS NOT BY BARNES COY ARCHITECTS, P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION FINISH TREAD: 3/4"THK WHITE OAK OF LAW AND STRICTLY PROHIBITED. TREAD over STEEL PLATE STRUCTURE; BLOCKING AS REQ'D CHECKED BY: - ISSUED • ao LO 2 ISSUE FOR BID 2020.12.02 M 2.ISSUE FOR PERMIT 2020.07.15 GUARDRAIL: 1/2"TEMPERED GLASS _ \ RAILING BOLTED TO STAIR STRUCTURE bo n N 13/ REVISION No Description Date MONO STRINGER:4"x8"PAINTED STEEL MONO STRINGER / n ST-1 RAILING DETAIL J 1 T.O. F.F. UPPER LVL 29' - 6" 400 - ,\\xCh GUARDRAIL: 1/2"TEMPERED GLASS RAILING BOLTED TO STAIR STRUCTURE / (, 2" BRIDGEHAMPTON: 1936 MONTAUK iHIGHWAY PO BOX 763 \ ! BRIDGEHAMPTON, NY A 00 PHONE: 631 .537.3555 Ln FAX: 631.537.0558 " r• 10 FINISH TREAD: 3/4 THK WHITE OAK I „ TREAD over STEEL PLATE STRUCTURE; . BLOCKING AS REQ'D J - // 111 xx 77 11111110 A r R'k%(".*40 H I T E C T S _... .. ... . ...._.._.__..._.. TREAD SUPPORT: PAINTED VERTICAL ' co STEEL SUPPORT WELDED TO INTERNAL ' V) STEEL TREAD PLATE of MONO STRINGER: 4"x8"PAINTED 1j, i° rt. STEEL MONO STRINGER B.O. MAIN CLNG PORCELAIN STAIR TREAD'TBDCq — — °i 27' - 6 McDONNELL i; 11" bo RESIDENCE M 00 LO SEALED AND PAINTED CENTER SOUTHOLD STEEL TUBE STRINGER N Y / /i, STAIR DETAILS B.O. GROUND CLNG � 15' - 4 1/2" Aib i 00 T U EST1 TREAD DETAIL ST-1 TREAD DETAIL T 3 = 1 -0 1 3" - 1'-0" 2020 JULY 15 0 N_ C ©COPYRIGHT NOTICE: �REp qAL,-.., THE FOLLOWING DRAWINGS ARE 5� ER J y� . AN INSTRUMENT OF SERVICE AND 2 pQ 'RFs CL SHALL REMAIN THE PROPERTY OF .., THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN l r ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO T.O. F.F. MAIN LVL_ lJ T.O. F.F. MAIN LVL__ CIRCUMSTANCES SHOULD THEY BE �Pj. '` � � USED BY ANOTHER PARTY OR IN 17' - 6" — — — 17 6 at<`©� y0 ANY OTHER LOCATION. J /W AN CHANGES MADE TO HE PLAN `, Y T S 4 CEMENT STUCCO WALL ♦ ARCHITECTS, NOT BY BARNES COY ARCHIT S A7.0 FINISH P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. I m 0 ,i w ��� CHECKED BY: - - PAINTED ALUMINUM FIN. C (LING C� PANEL; COLOR TO W _ MATCH STUCCO �i - ISSUED £ / � _ d ALUMINUM DOOR W - PANEL i/ 2 ISSUE FOR BID 2020 12 02 T.O. F.F.GROUND LVL T.O. F.F. GROUND LVL /- 71 - 011 EXTERIOR INTERIOR 3 IISSUE FOR PERMIT 2020.07.17 = 6 GARAGE ELEVATION =1 I I=1 I I 1111111 I I1 11=1 I II I I I III—III 111= 1/4 = 1 -0 X n GARAGE SECTION 1/4 - 1'-0" REVISION n EXT. DOOR HEAD DTL E06-E07 No Description Date 1 T.O. F.F. MAIN LVL 6 - ~__ 17' - 6" 2 5/16" 1" 2 11/16' ♦ INSULATION PER ENERGY / I CALCULATIONS i Sv SEE STRUCTURAL DWGS FOR BEAM SPECIFICATIONS = - '- FIN. CEILING / FIN. CEILING T \ T STAINED CEDAR SIDING over 30# FELT PAPER over 3/4"CDX PLYWOOD SHEATHING _ _ \ B.O. GROUND CLNG } 15' - 4 1/2" EXTERIOR INTERIOR FORMED ALUMINUM FRAME; PROVIDE ATTACHMENT AND BLOCKING AS REQ'D EBONY STAINED CEDAR BRIDGEHAMPTON: SIDING STAINED CEDAR SIDING TO CONCEALED HINGE / 1936 MONTAUK MATCH ADJACENT WALLS HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY y PHONE: 631.537.3555 4 DTL @ GARAGE DOOR HEAD i WOOD SIDING TO MATCH ALL WOOD SIDING TO � FAX: 631.537.0558 1 1/2 - 1 0 � � MATCH ADJ. WALL PLYWOOD PANEL yL". F E;� 1 GARAGE SLAB: POURED CONCRETE SLAB W/WWM over ' ' HONEYCOMB INFILLC'm '4 MECHANICALLY COMPACTED SOIL. PROVIDE 1/2"PERIMETER ° ALUMINUM DOOR \ " EXPANSION AND CONTROL �%��" �'" -�� PANEL ARm"(.m.o" H I T E C'T S JOINTS AS READ LINEAR SLOT TRENCH DRAIN;_:%. ONNECTION TO DRYWELL AS ALUMINUM TRIM REQ'D r 2 7/16„ 4„ .: T.O. F.F. GROUND LVL X1/8” m FIN. FLOOR 35/16" McDONNELL RESIDENCE -- TYP. EXT DOOR JAMB TYP. EXT. DOOR DETAIL SOUTHOLD, NY TYPICAL EXTERIOR == DOOR DETAILS = EXTERIOR DOOR SCHEDULE Door No. Level Location Height Width Door Operation Finish Type Function HW Set - = T.O. GRADE BEAMS 5' - 0" E01 GROUND LEVEL CAR PORT 8'-6" 2'- 10" LHR WOOD SIDING Single Swing Exterior — E02 GROUND LEVEL STORAGE 8'-6" 5' -6" LHRH WOOD SIDING Double Swing Exterior = E03 GROUND LEVEL STORAGE 8'-6" 2'- 10" RHR WOOD SIDING Single Swing Exterior _- - — E04 GROUND LEVEL BEACH STORAGE 8'-6" 2'- 10" RHR WOOD SIDING Single Swing Exterior - FOUNDATION SYSTEM: 12"0 E05 GROUND LEVEL CABANA 8'-6" 2'-8" LH WOOD SIDING Single Swing Exterior TIMBER PILES(AS PER STRUCTRUAL E06 MAIN LEVEL MECHANICAL 8' -6" 2'- 10" LH PAINTED ALUMINUM PANEL Single Swing Exterior —_ _ _ — ENGINEER SPECIFICATIONS) E07 GROUND LEVEL GARDEN STO. T-0" 6'-0" LHR,RHR PAINTED ALUMINUM PANEL Double Swing Exterior - = I ♦ — BELOW CONCRETE GRADE BEAMS (SPECIFICATIONS AND A71 STEEL REINFORCEMENT AS PER EXTERIOR DOOR SCHEDULE NOTES: STRUCTURAL ENGINEER) 1. ALL EXTERIOR DOOR/LEAF HEIGHTS ON SCHEDULE INCLUDE A SADDLE THICKNESS;TYPICAL; REFER TO DETAILS Q 2. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS ON BOTH SIDES OF DOORS 3. ALL DOOR DIMENSIONS TO BE VERIFIED IN FIELD BY G.C./FABRICATOR PRIOR TO FABRICATION & INSTALLATION N �@ GARAGE SILL 4. SCHEDULE HEIGHT AND WIDTH DIMENSIONS ARE NOMINAL 5 1 1/2" = 1'-0" T 2020 JULY 17 N 0 N d7 ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE ' REU AN INSTRUMENT OF SERVICE AND �S CE .q9 SHALL REMAIN THE PROPERTY OF Q` HER may/ THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN * AREJWENDED FOR THE SPECIFIED -i L-erCATION AND CLIENT. UNDER NO Y CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ?2140 ANY CHANGES MADE TO THE PLANS �FNEW`� NOT BY BARNES COY ARCHITECTS, FIN. CEILING/ P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. CHECKED BY: - ISSUED PAINTED GWB \ \ WALLBOARD \ 2 ISSUE FOR BID 2020.12.02 \ 3 (ISSUE FOR PERMIT 2020.07.17 FIN. DROP FIN. CEILING Z\ FIN. CEILING CEILING FIN. CEILING i REVISION No Description Date D U- FIN. CEILING\ FORMED REVEAL;WIDTH TO MATCH JAMB ' TYP. WOOD DOOR HEAD PROVIDE BLOCKING AS REQ'D FINISHED GWB INTERIOR WALL INTERIOR DOOR HEAD DETAILS INTERIOR POCKET DOOR DETAILS 2 3" = 1'-0" 3 3., = 1,-0„ BRIDGEHAMPTON: 1936 MONTAUK HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY TYP. 5/8" GYPSUM WALL BOARD INTERIOR DOOR SCHEDULE PHONE:A631.537.3555 1 53 0 58 5 FRY REGLET F-REVEAL OR SIMILAR Door No. Level Location Height Leaf Width Door Operation Finish Type Function HW Set 1-100 MAIN LEVEL GENKAN ENTRY 8'-0" 4'-0" LHR,RHR FLUSH PAINTED Double Swing Interior , I-102 MAIN LEVEL GUEST ROOM 101-01, 2'- 10" RH FLUSH PAINTED Single Swing Interior � - "��''i' 1-103 MAIN LEVEL POWDER RM 8'-0" 2'-4" RH FLUSH PAINTED Single Swing Interior • PROVIDE SHIM AS REQ'D \ 1-106 MAIN LEVEL PANTRY 8'-0" 3'-2" - FLUSH PAINTED Pocket Interior ' 1-107 MAIN LEVEL UTILITY CLO. 8'-0" 2'-0" RHR FLUSH PAINTED Single Swing Interior A R C H I T E C.'O'Tz'"'O' 1-201 UPPER LEVEL OFFICE 8'-0" 3'-2" - FLUSH PAINTED Pocket Interior 1-202 UPPER LEVEL MASTER BEDROOM 8'-0" 2'- 10" LH FLUSH PAINTED Single Swing Interior ' i� 1-203 UPPER LEVEL MASTER BATH 8'-0" 3'-2" - FLUSH PAINTED Pocket Interior -!-'! 777 1-205 UPPER LEVEL MBR POWDER 8'-0" 3'-2" - FLUSH PAINTED Pocket Interior /� 1-206 UPPER LEVEL JACK'S BEDROOM 8 -0 2'- 10" RH FLUSH PAINTED Single Swing Interior 1-206A UPPER LEVEL JACK'S BEDROOM 8'-0" 4'- 11 1/2" LHR,RHR FLUSH PAINTED Double Swing Interior =" 1207 UPPER LEVEL JACK'S BATH 8'-0" 2 -8" LH FLUSH PAINTED Single Swing Interior 1-208 UPPER LEVEL LAUNDRY 8'-0" 2 - 10 LH FLUSH PAINTED Single Swing Interior 1-211 UPPER LEVEL LINEN CLOSET 1 8'-0" 1 1'-8 1/2" 1 RHR FLUSH PAINTED Single Swing Interior McDONNELL RESIDENCE —�� FLUSH FLUSH INTERIOR DOOR SCHEDULE NOTES: 1. ALL INTERIOR DOOR/LEAF HEIGHTS ON SCHEDULE INCLUDE A 1/8" UNDERCUT;TYPICAL 2. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS ON BOTH SIDES OF DOORS SOUTHOLD, NY TECTUS TE340 3. ALL DOOR DIMENSIONS TO BE VERIFIED IN FIELD BY G.C./MANUFACTURER PRIOR TO FABRICATION & INSTALLATION CONCEALED HINGE 4. SCHEDULE HEIGHT AND WIDTH DIMENSIONS ARE NOMINAL 5. 'OH'TYPE DESIGNATION REFERS TO OVERHEAD FIXED PANEL TYPICAL INTERIOR TYP. WOOD DOOR JAMB DOOR DETAILS INTERIOR DOOR JAMB DETAIL 1 6" = 1,-0" DOOR SWING LEGEND A7 I \ LH RH 2 REVERSE REVERSE a Cm RH LH \, N HALL SIDE HALL SIDE HALL SIDE HALL SIDE (EXTERIOR) (EXTERIOR) (EXTERIOR) (EXTERIOR) r� r� -7 T COLO JULY / �o N 00 ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE ���RED q AN INSTRUMENT OF.SERVICE AND � ���oQHER Rcy SHALL REMAIN THE PROPERTY OF �.q,� THE ARCHITECT.THE CONCEPTS T / ♦ F ANP-DESIGNS CONTAINED HEREIN ..� AfM INTENDED FOR THE SPECIFIED xCLIENT.AND UNDER N CIIRCUMSLOCATION TANC SSHOU DTHEYBE USED BY ANOTHER PARTY OR IN 22140 ANY OTHER LOCATION. ANY CHANGES MADE TO THE ccOFNEW ¢ NOT BY BARNES COY ARCH TECTSS P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. CHECKED BY: - ISSUED U 2 ISSUE FOR BID 2020.12.02 3 IISSUE FOR PERMIT 2020.07.17 0 Ln w °' EE \ REVISION No Description Date 00 T TYP. FULL HEIGHT SWING DOOR 3/4" = 1'-0" SINGLE SWING DOOR LOCATION 102 GUEST ROOM INTERIOR DOOR TYPE 1 C FULL HEIGHT W/CONCEALED HINGE WHT. PTD.WOOD (TBD) UNIT SIZE: SEE SCHEDULE QTY: 1 �V—TF ALL DIMENSIONS BRIDGEHAMPTON: 1936 MONTAUK - HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY PHONE:O 1 . 7. 63 53 3555 FAX: 631 .5 7. 3 0558 00 00 T / \ N Ar ARCHITECTS4 / \ (L CL / \ a / a Cr LLJ w / z bo LEAF W IDTH w 00 C) , MCDONNELL W ,� FULL OPEN POSITION r °� 'O00 RESIDENCE > \ / \ \ / \ SOUTHOLD, NY INTERIOR DOOR \ / \ ELEVATIONS r POR \ / 00 \ TYP. FULL HEIGHT POCKET DOOR TYP. CLOSET DOUBLE SWING DOOR TYP. SWING DOOR 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" A71 M N LOCATION 107 PANTRY LOCATION 100 GENKAN ENTRY LOCATION 103 POWDER ROOM 207 JACK'S BATH N INTERIOR DOOR TYPE 2A SINGLE POCKET DOOR 201 OFFICE INTERIOR DOOR TYPE 1 B DOUBLE SWING CLOSET DOOR 206A JACK'S BEDROOM INTERIOR DOOR TYPE 1 A SINGLE SWING DOOR 108 UTILITY CLO. 208 LAUNDRY ROOM 6i WHT. PTD. WOOD (TBD) 203 MASTER BATH WHT. PTD. WOOD (TBD) STANDARD HEIGHT 202 MASTER BEDROOM 209 HALL CLO. r 205 MBR. POWDER 206 JACK'S BEDROOM 210 EXERCISE ROOM2020 JULY 17 Cm o 2 W/CONCEALED HINGE LINEN CLOSET N UNIT SIZE: SEE SCHEDULE QTY: 4 V.I.F ALL DIMENSIONS UNIT SIZE: SEE SCHEDULE QTY: 2 V.I.F ALL DIMENSIONS UNIT SIZE: SEE SCHEDULE QTY: 9 WHT. PTD. WOOD (TBD) V.I.F ALL DIMENSIONS rn ©COPYRIGHT NOTICE: 26'-01/8" THE FOLLOWING DRAWINGS ARE FRAME UNIT WIDTH •��RERARC,�,� AN INSTRUMENT OF SERVICE AND 5'-2" 5'-2 3/4" 5'-2 3/4" 5'-2 3/4" 5'-2" oQN `�'4�l1 SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN B.O. MAIN CLNG * / ARE INTENDED FOR THE SPECIFIED 271 - 611 I LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN TF ANY OTHER LOCATION. of, Nor ANY CHANGES MADE TO THE PLANS ' NOT BY BARNES COY ARCHITECTS, P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. CHECKED BY:00 izz - 103 r ISSUED z CD w T 2 ISSUE FOR BID 2020.12.02 Q LL w 3 EX. WIN. & DOOR PRICING 2021.06.22 2.ISSUE FOR PERMIT 2020.07.15 OPERABLE PANEL OPERABLE PANEL FIXED PANEL FIXED PANEL FIXED PANEL T.O. F.F. MAIN LV IN _ REVISION 17' - No Description Date WINDOW 103 ELEVATION 1/2" = 1'-0„ 26'-0 1/8" FRAME UNIT WIDTH 5'-2" 5' -23/4" 5'-23/4" 5'-23/4" 5'-2" 9 OPERABLE PANEL FIXED PANEL FIXED PANEL FIXED PANEL OPERABLE PANEL _ EXTERIOR WINDOW 103 PLAN 1/2v' = 1'-0„ WINDOW 103 105 DINING ROOM TYPE 3 LOCATION 106 KITCHEN METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING UNIT SIZE=: SEE DIMS QTY: 1 REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED 13'-5 3/8" FRAME UNIT WIDTH 4'-9" BRIDGEHAMPTON: 2'- 11 3/8" T-6 5/8" 2'- 11 3/8" FRAME UNIT WIDTH B.O. MAIN CLNG B.O. MAIN CLNG 1936 MONTAUK 27' - 6" — — — 27' _ 6„ HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY PHONE: 631.537.3555 FAX: 631.537.0558 w .> Cq C) Z W L aY,xy �'.3°ffi' 2 H I T E C LL 00 = 0 101 Lf) F- 00 Z T C> w p FIXED PANEL FIXED PANEL FIXED PANEL 77 : S 0 MCDONNELL RESIDENCE T.O. F.F. MAIN_LVL _ _ _ T.O_. F.F. MAIN LVL 17' - 6" FIXED PANEL 17' - 6" SOUTHOLD, NY T 00 WINDOW 102 ELEVATION 1/2" = 1'-0" EXTERIOR GLASS WINDOW 101 ELEVATION 1/2" = 1'-0" UNIT 13'-5 3/8" FRAME UNIT WIDTH 4'-9" 2'- 11 3/8" T - 5/8" 1 2'- 11 3/8" FRAME UNIT WIDTH FIXED PANEL FIXED PANEL FIXED PANEL lu FIXED PANEL EXTERIOR EXTERIOR A8 , 0 WINDOW 102 PLAN WINDOW 101 PLAN 1/211 = 1'-0" 1/2" = 1'-0" a T C T WINDOW 102 106 KITCHEN C\ WINDOW 101 100 GENKAN ENTRY T METAL ING T T MET ALL CMPONENT ND TYPE 2 LOCATION METAL FRAME GLAZING UNIT TREQUIREMENT OF THE 2015 INOTERNATONALORES RESIDENTIAL CODE.MEET ALL CMPONENT AND CLADDING TYPE 1 LOCATION REQUIREM ENTS NT OAF THE 20115 INOTERENATONALORES DENTIALCODEDING 2020 JULY 15 UNIT SIZE=: SEE DIMS QTY: 1 UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED UNIT SIZE: SEE DIMS QTY: 1 UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED C 6 ©COPYRIGHT NOTICE: 13'-21/4" THE FOLLOWING DRAWINGS ARE FRAME UNIT WIDTH AN INSTRUMENT OF SERVICE AND 4'-5" 4'-4 1/4" 4'-5" ,�EF�ED ARL, SHALL REMAIN THE PROPERTY OF �g HER yj THE ARCHITECT.THE CONCEPTS B.O. MAIN CLNG C? pQ '` AND DESIGNS CONTAINED HEREIN 27' - 6" y� Fs AR ENDED FOR THE SPECIFIED JefCA AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. R 140ANY CHANGES MADE TO THE PLANS FBF NE�y� NOT BY BARNES COY ARCHITECTS, P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. F- = 106 C7 w CHECKED BY: - N b ISSUED w 2 ISSUE FOR BID 2020.12.02 3 EX. WIN. & DOOR PRICING 2021.06.22 2.ISSUE FOR PERMIT 2020.07.15 FIXED PANEL FIXED PANEL FIXED PANEL _ T.O. F.F. MAIN LVL 171 - 6" REVISION WINDOW 106 ELEVATION No Description Date 1/211 = 1'-0" 13'-2 1/4" FRAME UNIT WIDTH 4'-5" 4'-41/4" 4'-5" I FIXED PANEL FIXED PAIlEt FIXED PANEL EXTERIOR WINDOW 106 PLAN 1/2" = 1'-0" WINDOW 106 104 LIVING ROOM TYPE 6 LOCATION METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING UNIT SIZE: SEE DIMS QTY: 1 REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED 9' - 11 3/4" FRAME UNIT WIDTH 0 1/4" 5'- 11 1/2" --- II 20'- 10 1/2" FRAME UNIT WIDTH a, 5'-2 1/2" 5'-2 3/4" 5'-2 3/4" 5'-2 1/2" _ B.O. MAIN CLNG — _ _ B.O. MAIN CLNG BRIDGEHAMPTON: „ - — — — — — 27, _ 6 — — — — 27' - 1936 MONTAUK HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY PHONE: 631.537.3555 FAX: 631 .537.0558 104 iV w r« 2 105 = '�• ..,� "� "� D - CC) w W CV Q r z tai- ow A RIC H I T E(Zo T S `�•-0.. I �r III A OPERABLE PANEL OPERABLE PANEL Mc D O N N E LL FIXED PANEL FIXED PANEL _ T.O. F.F. MAIN LVL FIXED PANEL T.O. F.F. MAIN LVL RESIDENCE 17' - 6" 17' - 6" WINDOW 105 ELEVATION WINDOW 104 ELEVATION SOUTHOLD, NY 1/2" = 1,_0„ 1/2" = 1'-0" EXTERIOR GLASS UNIT 20'- 10 1/2" VARIES 5'- 11 1/2" FRAME UNIT WIDTH 5'-2 1/2" 5'-2 3/4" 5'-2 3/4" 5'-2 1/2" E-- FI NEL FIXLU PANEL _ a ©COPYRIGHT NOTICE: 13'-2 3/8" THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND FRAME UNIT WIDTH SHALL REMAIN THE PROPERTY OF - 4'-45/8" 4'-51/8" 4'-45/8" E'- 11" 5'-9 1/2" THE ARCHITECT.THE CONCEPTS FRAME UNIT WIDTH FRAME UNIT WIDTH AND DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED B.O. UPPER CLNG B.O. UPPER CLNG _ _ _ _B.O. UPPER CLNG LOCATION AND CLIENT. UNDER NO 38 - 6" 38' - 6 USED CIRCUBY ANOTHER PARTY ORMSTANCES SHOULD EN BE ANY OTHER LOCATION. z ANY CHANGES MADE TO THE PLANS N = 202 NOT BY BARNES COY ARCHITECTS, FIXED PANEL vk D qR P.C. OR WITHOUT WRITTEN HER J Ch/J, CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION Q OF LAW AND STRICTLY PROHIBITED. 2 i= w 201 " CHECKED BY: - _ 22140 y�P� � i_ 203 LL ISSUED a, w o> > _ .. _.... li < 2 ISSUE FOR BID 2020.12.02 3 EX. WIN. & DOOR PRICING 2021.06.22 4 ISSUE FOR CONST. 2021.07.19 OPERABLE PANEL FIXED PANEL FIXED PANEL T.O. F. UPL- 6"VL FIXED PANEL T.O. F.F. U P P 29 L 6L 29'_ _ _ _ _ _.O. _ PER T.O. F.F. UPPER LVL — 29' _ 6„ REVISION WINDOW 203 ELEVATION 1/2" — 1' 0 - "WINDOW 202 ELEVATION WINDOW , tion Date ELEVATION No Descri 1/2" = 1'-0" 1/2" = 1 -0 p 13'-2 3/8" 6'- 11" FRAME UNIT WIDTH FIXED PANEL WIDTH 5'-9 1/2" 4'-4 5/8" 4'-5 1/8" 4'-4 5/8" ' FRAME UNIT WIDTH F ' OPERABLE PANELFIXED PANEL FIXED PANEL FIXED PANEL FIXED PANEL EXTERIOR EXTERIOR EXTERIOR WINDOW 203 PLAN WINDOW 202 PLAN 1/2" = 1'-0" 1/2" = V-0" WINDOW 201 PLAN 1/2" = 1'-0" --- WINDOW 203 206 JACK'S BEDROOM 207 JACK'S BATH 200 HALLWAY TYPE 12 METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING WINDOW 202 WINDOW 201 LOCATION TYPE 11 METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND TYPE 10 METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND --- UNIT SIZE: SEE DIMS QTY: 1 REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. LOCATION CLADDING REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL LOCATION UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED UNIT SIZE: SEE DIMS QTY: 1 UNIT SIZE: SEE DIMS QTY: 1 CLADDING REQUIREMENTS OF THE 2015 INTER. RESIDENTIAL CODE.UNITS AND CURTAIN WALL SYSTEMS ARE IMPACT-CERTIFIED CODE.UNITS AND CURTAIN WALL SYSTEMS ARE IMPACT-CERTIFIED 4'-5" FRAME UNIT WIDTH 20'-6" B.O. MAIN CLNG - 27' - 6" FRAME UNIT WIDTH ' 5' -2 1/2" 2'-6 7/8" 2'-6 3/8" 5' - 1 1/4" 5'- 1" / / T — _ B.O. MAIN CLNG \ 27 6 BRIDGEHAMPTON: / \ \ \ 1936 MONTAUK \ HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY PHONE: 631.537.3555 / w FAX: 631.537.0558 o /' � 109 0 T 108 o w \ W / 1"NJ E \ i _' Y LL \ p w // ` ARCHITECTS- FIXED PANEL FIXED PANEL ' PANEL OPERABLE \ \ T.O. F.F. MAIN LVL -:,krp co LO Cq FIXED PANEL FIXED PANEL McDONNELL LV T.O. F.F. MAIN L WINDOW 109 ELEVATION IN - L 1/2" = 1'-0" RESIDENCE WINDOW 108 ELEVATION 1/211 = 1'-0" SOUTHOLD, NY 20'-6" EXTERIOR GLASS FRAME UNIT WIDTH UNIT 5'-21/2" 2'-67/8" 2'-63/8" 5'- 11/4" 2'- 1" 4 A8 5 do ET CLEAR WID i A8.5 - ' FIXED PANEL FIXED PANEL OPERABLE FIXED PANEL FIXED PANEL PANEL EXTERIOR EXTERIOR A812 WINDOW 109 PLAN 112" = 1'-0" WINDOW 108 PLAN � 1/2" = 1'-0" LO 4- 100 GENKAN ENTRY 101 BATHROOM 01 WINDOW 108 r WINDOW 109 102 STUDY/GUEST ROOM TYPE 9 LOCATION METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING TYPE 8 METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING p UNIT SIZE: SEE DIMS QTY: 1 REQUIREMENTS THE LL SYSTEMS INTERNATIONAL RESIDENTIAL CODE. UNIT SIZE: SEE DIMS QTY: 1 LOCATION REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. 2021 SEPTEMBER 23 N UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED M N 0) ©COPYRIGHT NOTICE: 13' 11 1/2" THE FOLLOWING DRAWINGS ARE 20'- 10 1/2" AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF FRAME UNIT WIDTH FRAME UNIT WIDTH ON 6'-0" 5'- 111, 2' 0 1/2" 5'-2 1/2" 5'-2 3/4" 5'-2 3/4" 5'-2 1/2" AND DESIGNS ONTA NHEREIN TS ARE INTENDED FOR THE SPECIFIED _ B.O. UPPER CLNG _ _ _ B.O. UPPER CLNG LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE 38' - 6" 38' - 6" USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS NOT BY BARNES COY ARCHITECTS, ED qAM, P.C. OR WITHOUT WRITTEN QHER J / CONSENT OF BARNES COY ARCHIT S, P.C. IS IN VIOLATION OF AND STRICTLY PROHIBITED. � I (5207 = CHECKED BY: - C7 w CO = bo = 22140 O IN ISSUED Z T Z _ D 1 D a� W W 2 Q < 2 ISSUE FOR BID 2020.12.02 CCLL cc 3 EX. WIN. & DOOR PRICING 2021.06.22 2.ISSUE FOR PERMIT 2020.07.15 o� Ao. OPERABLE PANEL OPERABLE PANEL FIXED PANEL FIXED PANEL FIXED PANEL FIXED PANEL FIXED PANEL T.O. F.F. UPPER LVL T.O. F.F. UPPER,L 6L _ V- 111/2" 29'- 6" REVISION WINDOW 207 ELEVATION WINDOW 206 ELEVATION No Description Date 1/2" = 1,-0" 1/211 = 1'-0,1 20'- 10 1/2" FRAME UNIT WIDTH VARIES 5'- 11" ILA 5'-2 1/2" 5'-2 3/4" 5'-2 3/4" 5'-2 1/2" FIXED PANEL FIXED PANEL FIXED PANEL — ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND 3'- 11" 3' - 11" SHALL REMAIN THE PROPERTY OF 5'-2 3/8" THE ARCHITECT.THE CONCEPTS FRAME UNIT WIDTH FRAME UNIT WIDTH PEDAR AND DESIGNS CONTAINED HEREIN FRAME UNIT WIDTH ARE INTENDED _ B.O. UPPER CLNG _ _ B.O. UPPER CLNG _ _ _ B.O. UPPER CLNG �� '� F �c�`'� LOCATION AND COL ENTE SPECTNDER IE 38' - 6" 38'_ 6" n n�'� CIRCUMSTANCES SHOULD THEY BE 38' - 6° N NO 2'-6" O USED BY ANOTHER P V ARTY OR IN RAME UNIT WIDT ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS NOT BY BARNES COY ARCHITECTS, 'qT ?2140 pQ` P.C. OR WITHOUT WRITTEN �pF NEWS CONSENT OF BARNES COY _ ARCHITECTS, P.C. IS IN VIOLATION � z 212 212 c7 OF LAW AND STRICTLY PROHIBITED. = W I— CHECKED BY: N � � j 211 w - 1 LL it W 12 T f cc D 210 ISSUED w 2 FIXED PANEL FIXED PANEL FIXED PANEL < X 2 ISSUE FOR BID 2020.12.02 LL 3 EX. WIN. & DOOR PRICING 2021.06.22 2.ISSUE FOR PERMIT 2020.07.15 0 0 1 in T.O. F.F. UPPER LVL T.O. F.F. UPPER LVL FIXED PANEL 29' - 6" — — — —29' _ 611 — _ T.O. F.F. UPPER LVL 29' - 6" WINDOW 212 ELEVATION WINDOW 211 ELEVATION WINDOW 210 ELEVATION REVISION 1/2" = 1'-0" 1/211 = 1'-0" 1/211 = 1'-0" No Description Date 5 FRAME UNIT WIDTH FRAMED UNIT WIDTH --, 2'-6" -- - FRAME UNIT WIDTH 5'-2 3/811FRAME UNIT WIDTH FIXED PANEL FIXED PANEL EXTERIOR EXTERIOR EXTERIOR WINDOW 212 PLAN 1/2" = V-0" WINDOW 211 PLAN WINDOW 210 PLAN 1/2" = 1'-0" 1/21' = 1'-0" WINDOW 212 210 EXERCISE ROOM 207 JACK'S BATH 203 MASTER BATHROOM WINDOW 211 WINDOW 210 TYPE 21 METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING TYPE 20 LOCATION TYPE 19 METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING UNIT SIZE: :SEE DIMS QTY: 2 REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. UNIT SIZE: SEE DIMS QTY: 1 LOCATION UNIT SIZE: SEE DIMS QTY: 1 LOCATION REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. - UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED 10'-3" FRAME UNIT WIDTH 3'- 11" BRIDGEHAMPTON: - 5'- 1" FRAME UNIT WIDTH 1936 MONTAUK B.O. UPPER CLNG HIGHWAY PO BOX 763 _ _ _ _ _ B.O. UPPER CLNG _ _ _ 38 BRIDGEHAMPTON, NY w 6 CV = PHONE: 631.537.3555 Z 209 W FAX: 631 .537.0558 CV Q FIXED PANEL FIXED PANEL L O LL Q LL ARCHII ECTS' 6 1 FIXED PANEL Qt 1 McDONNELL T.O. F.F. UPPER LVL RESIDENCE 29' - 6 — — — — — — " _ _ T.O. F.F. UPPER LVL 29' - 6" WINDOW 209 ELEVATION WINDOW 208 ELEVATION SOUTHOLD, NY 1/2" = 1'-0" EXTERIOR GLASS 10'-3" UNIT FRAME UNIT WIDTH 5'-2" 51- 111 3'- 11" FRAME UNIT WIDTH FIXED PANEL FIXED PANEL EXTERIOR FIXED PANEL AV EXTERIOR A8 , 4 WINDOW 209 PLAN WINDOW 208 PLAN 1/211 - 1,-0 11 — 1/2" = 1'-0" oD 0 WINDOW 209 203 MASTER BATH 202 MASTER BEDROOM co TYPE 18 METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING WINDOW 208 LOCATION TYPE 17 METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING UNIT SIZE: SEE DIMS QTY: 1 REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. LOCATION 2020 JULY 15 CD UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED UNIT SIZE: SEE DIMS QTY: 1 REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED N� rn ©COPYRIGHT NOTICE: BEDgR THE FOLLOWING DRAWINGS ARE OpHER✓ y AN INSTRUMENT OF SERVICE AND i� SHALL REMAIN THE PROPERTY OF ZQ �C' THE ARCHITECT.THE CONCEPTS u ..� AND DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED Il �� LOCATION AND CLIENT. UNDER NO IRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN O� ANY OTHER LOCATION. NEW ^ � ANY CHANGES MADE TO THE PLANS NOT BY BARNES COY ARCHITECTS, ' P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION I OF LAW AND STRICTLY PROHIBITED. N CHECKED BY: T B.O. MAIN CLN_G `rte 27' - 6" 000 ao ISSUED T N 2.ISSUE FOR PERMIT 2020.07.15 T I 3 7/8" TYP. SLIDER HEAD DETAIL 311 = 1 1-011 4 1/2" REVISION 3 7/8" No Description Date I I l I 0 ----- _ --------- --- —- C T.O. F.F. MAIN LVL o — — _ —17' - 6" M N c ........................ _................ ........ . r Ch r 0) Pj bo 0, Cy) i. I. i. i ii li II' n TYP.�i�-n ER LOCK JAMB DETAIL 6 TYP. SLIDER SILL DETAIL 3 = 3" = 1'-0" BRIDGEHAMPTON: H 1936 MONTAUK HIGHWAY PO BOX 763 41/4" 21/4" BRIDGEHAMPTON, NY 1 PHONE: 631.537.3555 4 1/2" I FAX: 631.537.0558 /4' 3 3/4" N B.O. MAIN CLNG .. 27v 611 T. . F.F. UPPER LVL - ARC' 11TECTA" ° zzzzzzzzz�/Z ` I - i iZ/Z 4-11Z 4z ' r `o "-tee:.-,T.:<za+- s, . MCDONNELL Q UNIT 105/207 SILL-HEAD DETAIL 4 n UNIT109HEAD DETAIL RESIDENCE U3„ = 1`-0" 3 SOUTHOLD, NY H 4 1/4" 2 1/4" H - - - --a- H T.O. F.F. MAIN LVL WIN. & DOOR 17' - 6�� HEAD/SILL/JAM B DETAILS c CID - - F ^ I ❑ r co c ... c � s i" ---- I 170 EXTERIOR n TYP. FIXED WINDOW JAMB DETAIL LO ovi T 00 T n UNIT 109 JAMB-B DETAIL n UNIT 109 JAMB-A DETAIL UNIT 109 SILL DETAIL 2020 JULY 15 N -* 3" __ 1'-0" U 3" - 1'-0" 3„ _- 1 0�� N C rn ©COPYRIGHT NOTICE: ��REDq THE FOLLOWING DRAWINGS ARE \59C AN INSTRUMENT OF SERVICE AND p�EA 'S' SHALL REMAIN THE PROPERTY OF F t� HE ARCHITECT.THE CONCEPTS 2 E D 01 AND DESIGNS CONTAINED HEREIN O ARE INTENDED FOR THE SPECIFIED j". LOCATION AND CLIENT. UNDER NO A9.0 T� rqp CIRCUMSTANCES BY ANOTHER POARTY ORULD EN BE USED QfiNB"I ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS I NOT BY BARNES COY ARCHITECTS, P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION • FLAW AND STRICTLY PROHIBITED. I I'. , ' I ,:•'. .,:'. :. � CHECKED BY: - I ; . . ,0, MAIN GLI s _B27, n �. ISSUED -6 : r 2 ISSUE FOR BID 2020.12.022 0 2.ISSUE FOR PERMIT 2 r 'I. IH 0.07.15 I I I REVISION No Description 1 I- I p Date T.O. ROOF _ l 41 _ 011 I , III .. ... I I I I I I I I B.O. UPPER CLNG 381 - 6„ I I I I I I <•� I I I 3 I I . I t IVA T' 0 F F MAIN LVL I I I 0-171-611 , I I I I I I I I I I I I I I I I BRIDGEHAMPTON: I I I I I L 1936 MONTAUK HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY I ��,, � 4 FIREPLACE AXON rih T.O. F.F. UPPER LVL I \`� PHONE: 631 .537. 3555 29 - 611 FAX: 631 .537.0558 rh I I I I I I I I i i 3 B.O. MAIN CLNG A9.0 61 i ARCH" ITECTS- 6'-7 5/8" PER MANUFACTURER 1/8" 8 7/8" 4 / M"y t FRAMED INTERIOR PARTITION: 5/8" GYPSUM WALL E30ARD ON WOOD I I i i 3 SIDED GAS FIREPLACE BY M c D O N N E L L STUD FRAMING i i I I FLARE FIREPLACES DIRECT VENT; ' I MODEL-RD-60-H RESIDENCE I a W I SOUTHOLD, NY FIREPLAC VIEWING OPENING N <\ PROVIDE CLEARANCES TO COMBUSTIBLE MATERIALS PER FIREPLACE DETAILS m z MANUFACTURERS INSTRUCTIONS I I Z� - • a L - - - `± BLACKENED STEEL PLATE — — — T I SURROUND I _ rh I T.O. F.F,_MAIN LVL d _ w 3 a A9.0 r 3 rLIDA9.0 � T n F.P. SECTION n F.P. ELEVATION F.P. PLAN «�a MAIN LEVEL 003/ " = 1' 4 -0" 3/4" = 1'-0" 1 1" = 1'-0" 2020 JULY 15 0 N_ GENERAL NOTES STANDARDS. 1. ALL WOOD CONSTRUCTION AND CONNECTIONS SHALL TAKE FROM PROTECTIVE STORAGE ONLY AS MANY PILES DRIVEN OUT OF LOCATION, OR OTHERWISE DAMAGED OTHER LENGTHS NECESSARY TO OBTAIN THE REQUIRED 1. THE GOVERNING CODE FOR THIS PROJECT IS THE NEW YORK CONFORM TO AITC"AMERICAN INSTITUTE OF TIMBER FASTENER COMPONENTS AS ARE ANTICIPATED TO BE BY THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED AT ULTIMATE PILE CAPACITY.JETTING,PREDRILLING OR SLABS ON GRADE STATE BUILDING CODE,2020 EDITION.THIS CODE PRESCRIBES 10.CAD FILES OF STRUCTURAL DRAWINGS MAY BE USED AS AN CONSTRUCTION"MANUAL,AND THE"NATIONAL DESIGN INSTALLED DURING THE WORK SHIFT. FASTENER NO COST TO THE OWNER. OTHER METHODS TO FACILITATE PILE PENETRATIONWHICH EDITION OF EACH REFERENCED STANDARD APPLIES TO AID IN PREPARING SHOP DRAWINGS ONLY UPON THE SPECIFICATIONS"FOR WOOD CONSTRUCTION,2018 EDITION, COMPONENTS THAT A.RE NOT INCORPORATED INTO THE SHALL NOT BE USED UNLESS SPECIFICALLY PERMITTED1. FOR INTERIOR SLABS,PLACE 10 MIL POLYETHYLENE SHEETING 1Di,i`­,,P0LL THIS PROJECT. CONTRACTOR SIGNING AN AGREEMENT. WHEN CAD FILES OR AND THE 2020 NEW YORK STATE BUILDING CODE. WORK SHALL BE RETURNED TO PROTECTIVE STORAGE AT 3. PILE CONTRACTOR TO PROVIDE PILE CAPACITY CALCULATIONS BY THE DESIGN ENGINEER. CONSULTING ENGINEERS COPIES OF THE STRUCTURAL DRAWINGS ARE MADE THE END OF THE WORK SHIFT. FASTENERS FROM OPEN PREPARED BY A LICENSED ENGINEER IN THE STATE OF NEW 3.1.2. PENETRATION PER BLOW MAY BE MEASURED EITHER BETWEEN SOIL AND BOTTOM OF SLAB.DO NOT USE ANY 2. TO THE BEST OF OUR KNOWLEDGE,THE STRUCTURAL AVAILABLE,IT IS UNDER THE FOLLOWING CONDITIONS: 2 ALL MEMBER SIZES ARE TO BE AS SHOWN ON DRAWING AND CONTAINERS AND FASTENERS THAT ACCUMULATE RUST YORK,OR PROVIDE TEST PILE INFORMATION/DATA TO THE DURING INITIAL DRIVING OR DURING RE-DRIVING SHEETING BELOW EXTERIOR CONCRETE SLABS. - DOMINICK R. P I L L A ASSOCIATES- DRAWINGS AND SPECIFICATIONS COMPLY WITH THE PROVIDE THE FOLLOWING MINIMUM PROPERTIES: OR DIRT SHALL NOT BE USED AND SHALL BE ARCHITECT/ENGINEER OF RECORD FOR REVIEW. FOLLOWING A SET PERIOD OF TIME AS DETERMINED BY APPLICABLE REQUIREMENTS OF THE GOVERNING BUILDING A. ALL INFORMATION CONTAINED IN THE CAD FILES OR IMMEDIATELY AND PERMANENTLY REMOVED FROM THE THE DESIGN ENGINEER. 2. SLABS-ON-GRADE SHALL BE REINFORCED CONCRETE 8 645.727.7793 $ 212,224.9520 CODE. COPIES OF THE STRUCTURAL DRAWINGS ARE PROJECT SITE. 3.2. PRACTICAL REFUSAL WILL BE DETERMINED BY THE DESIGN STRUCTURAL SLAB AS NOTED ON PLANS. SLAB SHALL BE p 143 Main Street Q 5 Columbus circle,11th FI MEMBER SPECIES Fb SI E 4. PILE CAPACITY(DESIGN LOAD)TO BE 20 TON. INSTRUMENTS OF SERVICE OF THE ARCHITECT/ENGINEER ) ENGINEER,AND WILL BE A CONDITION WHERE THE BLOW FINISHED IN ACCORDANCE WITH ACI STANDARD 302.1R FOR Nyack,NY,10960 New York,NY,10019 3. CONSTRUCTION IS TO COMPLY WITH THE REQUIREMENTS OF AND SHALL NOT BE USED FOR OTHER PROJECTS, (PSI) 15.USE A-307 BOLTS FOR ALL ERECTION BOLTS AND BOLTS LESS COUNT EXCEEDS EITHER TWO TIMES THE NUMBER OF BLOWS CLASS 2 FLOORS.TYPE II CEMENT AND 1"COURSE AGGREGATE ® drpilla.com THE GOVERNING BUILDING CODE AND ALL OTHER APPLICABLE ADDITIONS TO THE PROJECT OR THE COMPLETION OF THE THAN 3/4"DIAMETER,U.O.N. 5. WHEN USING A TEST PILE-PILES SHOULD BE DRIVEN UNTIL REQUIRED IN 1 FOOT OR THREE TIMES THE THE NUMBER OF (SIZE NO.57)SHALL BE USED. FEDERAL,STATE,AND LOCAL CODES,STANDARDS, PROJECT BY OTHERS. CAD FILES AND COPIES OF THE 2x JOISTS DOUGLAS FIR NO.2 850 THE NUMBER OF BLOWS REQUIRED TO DRIVE THE LAST INCH IS BLOWS REQUIRED IN 3 INCHES TO ACHIEVE THE REQUIRED REGULATIONS AND LAWS. STRUCTURAL DRAWINGS REMAIN THE PROPERTY OF 1,400,000 16.SETTING BASE AND BEARING PLATES: CLEAN CONCRETE AND THE SAME AS THAT OF THE TEST PILES THAT FURNISHED BEARING VALUE,NOT TO EXCEED 5 BLOWS PER INCH.PILES 3. FOLLOW RECOMMENDATIONS OF ACI 302.1R. DOMINICK R PILLA ASSOCIATES,PC.AND IN NO CASE OTHER DOUGLAS FIR NO.2 850 INFORMATION FOR EVALUATING THE DESIGN LOAD. REACHING PRACTICAL REFUSAL SHALL NOT BE DRIVEN 4. THE STRUCTURAL DOCUMENTS ARE TO BE USED IN SHALL THEIR TRANSFER BE CONSIDERED A SALE; 1,400,000 MASONRY BEARING SURFACE OFD BEARING PLATCING MATERIALS AND CLEAN BOTTOM OF BASE AND BEARING PLATE. FURTHER. 4. SEE THE ARCHITECTURAL DRAWINGS FOR SLAB ON GRADE CONJUNCTION WITH THE ARCHITECTURAL DOCUMENTS. IFA LVL iLEVEL MICRO LAM OR 2,600 6. PILE DESIGN TO ACCOUNT FOR NEGATIVE SKIN FRICTION IF CONFLICT EXISTS,THE MORE STRINGENT GOVERNS. B. CAD FILES OR COPIES OF THE STRUCTURAL DRAWINGS ARE 1,900,000 APPLICABLE. DEPRESSIONS AND OTHER REQUIREMENTS. I NOT CONTRACT DOCUMENTS. IN THE EVENT OFA A. SET BASE OR BEARING PLATE ON WEDGES OR OTHER PILE LOAD TESTS FOR PILES UNDER AXIAL COMPRESSION EQUIVALENT 5. SEE PROJECT SPECIFICATIONS FOR TESTING. SEE THE CONFLICT,THE STRUCTURAL DRAWINGS SHALL GOVERN; ADJUSTING DEVICES. LOAD: 7. PILE LOAD TEST PROCEDURE TO BE PREPARED BY A LICENSED WELDING STRUCTURAL SPECIAL INSPECTION PLAN FOR INSPECTION . REQUIREMENTS. C. THE USE OF CAD FILES OR COPIES OF THE STRUCTURAL 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL B. TIGHTEN ANCHOR RODS AFTER STRUCTURAL STEEL ENGINEER IN THE STATE OF NEW YORK. 3.1. INSTALL TEST PILES AND REACTION PILES,OF THE SAME DRAWINGS SHALL NOT IN ANY WAY RELIEVE THE BE PRESSURE TREATED. FRAME HAS BEEN PLUMBED. DO NOT REMOVE WEDGES OR I TYPE AND KIND AS PERMANENT PILES,IN THE LOCATIONS 1. ALL SHOP AND FIELD WELDING SHALL CONFORM TO THE AWS 6. DETAILS LABELED"TYPICAL"APPLY TO ALL SITUATIONS THAT CONTRACTOR'S RESPONSIBILITY FOR PROPER CHECKING SHIMS BUT,IF PROTRUDING,CUT OFF FLUSH WITH EDGE OF 8. THE LOAD TEST PROCEDURE,PILE SHOP DRAWINGS, INDICATED BY THE DESIGN ENGINEER.INSTALL TEST PILES D 1.1."STRUCTURAL WELDING CODE." ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY AND COORDINATION OF DIMENSIONS,DETAILS,SIZES AND 4. ALL BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO BASE OR BEARING PLATE PRIOR TO PACKING WITH GROUT. FABRICATION AND INSTALLATION SHALL SATISFY MINIMUM VERTICALLY. REFERENCED,WHETHER OR NOT THEY ARE KEYED IN AT EACH QUANTITIES OF MATERIALS AS REQUIRED FOR THE ASTM A307. USE WASHERS BETWEEN WOOD AND ALL BOLT REQUIREMENTS AS SHOWN BELOW. 3.2. TEST PILES WHICH PASS THE LOAD TEST IN AN UNDAMAGED LOCATION. QUESTIONS REGARDING THE APPLICABILITY OF PREPARATION OF COMPLETE AND ACCURATE SHOP HEADS AND NUTS C. PACK OR POUR NON-SHRINK GROUT SOLIDLY BETWEEN CONDITION,MAY BE UTILIZED AS PERMANENT PILES IN THE 2. WELDING ELECTRODES SHALL CONFORM TO E70XX. TYPICAL DETAILS SHALL BE RESOLVED BY THE ARCHITECT. DRAWINGS;AND BEARING SURFACE AND BASE OR BEARING PLATE. ENSUREMINIMUM PILE REQUIREMENTS WORK.REACTION PILES WHICH WERE USED TO PERFORM THE 5. ALL METAL WOOD CONNECTORS SHALL BE GALVANIZED AND THAT NO VOIDS REMAIN. FINISH EXPOSED SURFACES, PILE LOAD TEST MAY BE UTILIZED AS PERMANENT PILES IN 3. WHERE NECESSARY,REMOVE GALVANIZING OR PRIMER PRIOR 7. OPENINGS SHOWN ON STRUCTURAL DRAWINGS ARE ONLY D. THE CONTRACTOR SHALL REVISE ALL REFERENCES TO SHALL BE MANUFACTURED BY SIMPSON STRONG TIE CO.,OR PROTECT GROUT AND ALLOW TO CURE. 1. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS OF PILE TYPES AS THE WORK,PROVIDED THEY ARE NOT DAMAGED AND THAT TO WELDING. PICTORIAL.SEE THE ARCHITECTURAL AND M.E.P.DRAWINGS CONTRACT DOCUMENT SHEET NUMBERS AND SECTION APPROVED EQUAL. FOLLOWS THEY ARE NOT MOVED UPWARD. FOR THE SIZE AND LOCATION OF OPENINGS IN THE STRUCTURE. MARKS AND SHALL REMOVE INFORMATION THAT IS NOT 1.1. SHOW ANY STRUCTURAL CONNECTIONS SUCH AS FOR 3.3. EITHER EXTRACT DAMAGED TEST PILES AND REACTION REQUIRED FOR THEIR WORK FROM THE CAD FILES OR D. FOR PROPRIETARY GROUT MATERIALS,COMPLY WITH 4. ALL WELDERS SHALL BE LICENSED AND CERTIFIED TO AWS 6. ALL JOISTS SHALL BE LATERALLY SUPPORTED AT ENDS BY MANUFACTURER'S INSTRUCTIONS. UPLIFT LOADS PILES AND REMOVE FROM THE SITE, L CUT THEM OFF 3 FEET STANDARDS OR THOSE REQUIRED BY APPLICABLE BUILDING 8. CONTRACTORS WHO DISCOVER DISCREPANCIES,OMISSIONS OR COPIES OF THE STRUCTURAL DRAWINGS,INCLUDING THE BELOW ANY STRUCTURE TO BE INSTALLED ABOVE. Q VARIATIONS IN THE CONTRACT DOCUMENTS DURING BIDDING TITLE BLOCK. SOLID BLOCKING. 3.4. COMPLY WITH ASTM D 1143 FOR PILE LOAD TEST CODES. SHALL IMMEDIATELY NOTIFY THE ARCHITECT.THE ARCHITECT F. BASE PLATES MUST BE GROUTED A MINIMUM OF 72 HOURS 2• PILE DRIVING SEQUENTIAL LAYOUT: APPARATUS,FOR APPLYING LOAD AND MEASURING WILL RESOLVE THE CONDITION AND ISSUE A WRITTEN E. DIMENSIONS IN THE CAD FILES MAY NOT BE PRECISE AND, 7. UNLESS NOTED OTHERWISE ON PLAN,PROVIDE DOUBLE STUDS PRIOR TO PLACING CONCRETE SLABS ON SUPPORTING 2.1. SUBMIT LAYOUT DRAWINGS SHOWING THE PROPOSED MOVEMENTS,AND FOR STANDARDS MEASURING 5. ALL WELD SHALL BE VISUALLY INSPECTED. ALL GROOVE CLARIFICATION. IN SOME CASES,HAVE BEEN INTENTIONALLY ALTERED AT ALL JAMBS OF OPENINGS UP TO 6-0". USE TRIPLE STUDS STEEL STRUCTURE. SEQUENCE OF DRIVING THE PILES. PROCEDURES.PERFORM LOADING PROCEDURES AS FOLLOWS: WELDS SHALL RECEIVE RADIOGRAPHIC OR ULTRASONIC FOR PRESENTATION PURPOSES. DO NOT SCALE FOR OPENINGS GREATER THAN 6-0"AND LESS THAN 10'-0". 2.2. ON THE SEQUENTIAL LAYOUT,SHOW EACH PILE o TESTING.MAGNETIC PARTICLE TEST 20 PERCENT OF ALL FILLE 9. THE GENERAL CONTRACTOR SHALL COORDINATE ALL DIMENSIONS ELECTRONICALLY OR OTHERWISE. IDENTIFICATION AS INDICATED ON THE CONTRACT 3.4.1. APPLY THE LOAD IN LOAD INCREMENTS OF 10% /°OF THE 17.ALL STEEL BEAMS SUPPORTING CONCRETE FLOORS ON STEEL DESIGN LOAD TO THE MAXIMUM LOAD OF 300/o OR WELDS. CONTRACT DOCUMENTS WITH FIELD CONDITIONS AND 8. WHERE BEAMS OR COLUMNS ARE FORMED OF TWO(2)OR DECK ARE TO BE CONSTRUCTED AS COMPOSITE WITH THE SLAB DRAWINGS,ITS DRIVING SEQUENCE NUMBER,TYPE SIZE, FAILURE,WHICHEVER OCCURS FIRST.MAINTAIN EACH DIMENSIONS AND PROJECT SHOP DRAWINGS PRIOR TO EXCAVATION,BACKFILL AND DEWATERING MORE MEMBERS,THEY SHALL BE FULL LENGTH AND AND SHALL BE CONSTRUCTED UNSHORED,U.O.N. BEAMS LOAD BEARING CAPACITY AND PILE TIP ELEVATION TEST LOAD FOR 2.5 MINUTES. CONSTRUCTION.DO NOT SCALE DRAWINGS;USE ONLY 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL FASTENED TOGETHER PER CHAPTER 23 OF THE NEW YORK INCLUDE CHANNELS,STEEL TUBES,WIDE FLANGE SECTIONS, PLANNED. 6. WELDING SHALL PROGRESS IN A MANNER THAT BALANCES PRINTED DIMENSION'S.REPORT ANY DISCREPANCIES IN EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, STATE BUILDING CODE. TRUSSES,ETC. WELD 3/4 DIAMETER HEADED STEEL STUDS TO PILE TO THE NEAREST 0.01 INCH.3.4.2. MEASURE THE SETTLEMENT AND REBOUND OF THE TEST THE STRESSES IN THE MEMBER,IN ACCORDANCE WITH AWS. WRITING TO THE ARCHITECT PRIOR TO PROCEEDING WITH AND PROTECTION OF ADJACENT PROPERTY,STRUCTURES, ALL COMPOSITE BEAMS.WHERE BASE MATERIAL IS THINNER 3. PILE DRIVING RECORD:MAINTAIN A PILE DRIVING RECORD WORK. DO NOT CHANGE SIZE OR LOCATION OF STRUCTURAL STREETS AND UTILITIES IN ACCORDANCE WITH THE3.5. DO NOT SUBJECT REACTION PILES WHICH ARE TO BECOME MEMBERS WITHOUT'WRITTEN INSTRUCTIONS FROM THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT AND STRUCTURAL STEEL THAN 0.3 TO AWS D 1.1. STUD LENGTH SHALL",USE 5/8"DIAMETER STUDS.STUDS SHALL EXTEND 1 1/2"ABOVE TOP ENGINEER UPON COMPLETION OF PILE DRIVING.ON THE CONFORM DURING PILE DRIVING AND SUBMIT IT TO THE PROJECT PERMANENT PILES TO UPLIFT LOADS GREATER THAN 7. FOLLOW PREHEAT REQUIREMENTS FOR BASE METAL PER AWS STRUCTURAL ENGINEER OF RECORD. OSHA REGULATIONS.DO NOT EXCAVATE WITHIN ONE FOOT OF 1. FABRICATE AND ERECT STRUCTURAL STEEL IN CONFORMANCE FLUTE OF DECKSPACE STUDS AT E O.C. OR GIRDERS RECORD INDICATE FOR 70 PERCENT OF THE REQUIRED BEARING CAPACITY. GUIDELINES. . THE ANGLE OF REPOSE OF ANY SOIL BEARING FOUNDATION WITH SPECIFICATION SECTION 05120,AISC"SPECIFICATION FOR . R EACH PILE DRIVEN,THE INFORMATION TEST REACTION PILES IN ACCORDANCE WITH ASTM D3689. 10.THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY,HIS UNLESS THE FOUNDATION IS PROPERLY PROTECTED AGAINST THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL SUPPORTING BEAMS AND AT 24"O.C.FOR BEAMS SUPPORTING SPECIFIED IN C ABOVE,AND THE FOLLOWING:TYPE AND 3STEEL DECK ONLY,U.O.N.ON PLAN.WELD STUDS THROUGH RATING OF DRIVING EQUIPMENT,OVERALL BLOW COUNT PER .6. SAFE BEARING CAPACITY OF THE TEST PILE SHALL BE CONCRETE MASONRY(CMU) OWN WORK AND THE PUBLIC FROM HARM. THE CONTRACTOR SETTLEMENT. STEEL FOR BUILDINGS",WITH COMMENTARY,AND ALL OSHA DECKENGINEER EDITFOOT NUMBER OF BLOWS PER INCH PENETRATION FOR THE DEFINED AS 50%OF THE FAILURE LOAD.THE FAILURE LOAD IS SOLELY RESPONSIB . .LE FOR CONSTRUCTION MEANS AND REQUIREMENTS. SHALL BE DEFINED AS THE LOAD THAT PRODUCES A METHODS,AND JOBSITE SAFETY INCLUDING ALL OSHA 2. DO NOT BACKFILL AGAINST WALLS UNTIL 7 DAYS AFTER THE LAST 12 INCHES,AND ANY UNUSUAL CONDITIONS MOVEMENT OF THE PILE BUTT(Sf)EQUAL TO: 1. ALL CONCRETE MASONRY UNITS SHALL BE HOLLOW LOAD 18.CUT DRILL,OR PUNCH HOLES PERPENDICULAR TO METAL ENCOUNTERED DURING DRIVING. BEARING UNITS CONFORMING TO ASTM C90 I(8"X16"NOMINAL REVISIONS: REQUIREMENTS. WALLS ARE BRACED BY THE STRUCTURE OR ARE 2. STRUCTURAL STEEL SHAPES SHALL BE FABRICATED FROM THE CONCRETE IS 3 DAYS OLD. DO NOT NOT BACKFILL CANTILEVERED FOLLOWING MATERIALS: WHEN'SURFACES. REAM HOLES THAT MUST BE ENLARGED TO ADMIT Sf=S+(0.15+0.008D) SIZE WITH MINIMUM COMPRESSIVE STRENGTH OF UNITS= 1900 NO. DATE DESCRIPTION 11.THE STRUCTURE IS DESIGNED TO BE STRUCTURALLY SOUND RETAINING WALLS UNTIL C TEMPORARILY BRACED. BOLTS AS PERMITTED BY ARCHITECT. DO NOT ENLARGE EQUIPMENT REVIEW AND DRAWINGS: PSI ON NET AREA,WITH ASSUMED DESIGN COMPRESSIVE S -SETTLEMENT AT FAILURE IN INCHES WHEN COMPLETED. PRIOR TO COMPLETION,THE CONTRACTOR BACKFILL UNTIL AFTER COMPLETION AND INSPECTION OF ANY UNFAIR HOLES BY BURNING OR USING DRIFT PINS. 3.1. SUBMIT COMPLETE LIST OF THE EQUIPMENT PROPOSED FOR f STRENGTH OF FM = 1,500 PSI.UNITS MAY BE FABRICATED A. ROLLED W AND WT SHAPES:ASTM A992,GRADE 50. USE,INCLUDING A DESCRIPTION OF THE CHARACTERISTICS D=PILE DIAMETER OR WIDTH IN INCHES EITHER WITH NORMAL WEIGHT AGGREGATE(C33)OR IS RESPONSIBLE FOR STABILITY AND TEMPORARY BRACING, WATERPROOFING. INCLUDING,BUT NOT LIMITED TO,MASONRY WALLS. 19.SPACE FILLER BEAMS EQUALLY BETWEEN SUPPORTS,U.O.N. OF EACH PIECE OF DRIVING EQUIPMENT. S=ELASTIC DEFORMATION OF TOTAL UNSUPPORTED PILE LIGHTWEIGHT AGGREGATE(C331). . WHEREVER THE CONTRACTOR IS UNSURE OF THESE 3. THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL B. ROLLED M,S,C AND MC SHAPES AND ANGLES:ASTM A36, 3.2. THE PROJECT ENGINEER WILL REVIEW THE THE PROPOSED LENGTH IN INCHES REQUIREMENTS,THE CONTRACTOR SHALL RETAIN A NEW ACCUMULATED WATER IN A MANNER THAT DOES NOT FY=36 KSI 20.DO NOT SPLICE STRUCTURAL STEEL MEMBERS EXCEPT WHERE DRIVING EQUIPMENT,ACCESSORIES,AND METHODS OF 3.7. THE DESIGN ENGINEER MAY REQUIRE ADDITIONAL LOAD 2. ALL UNITS SHALL BE PLACED IN RUNNING BOND. YORK STATE LICENSED ENGINEER TO DESIGN AND INSPECT INCONVENIENCE OR DAMAGE THE WORK. INDICATED ON THE DRAWINGS. ADEQUACY FOR THE CONDITIONS EXPECTED TO BE TESTS IN THE EVENT THAT THE BEHAVIOR OF THE TEST PILE THE TEMPORARY BRACING AND STABILITY OF THE C. PLATES AND BARS:ASTM A36,FY=36 KSI. ENCOUNTERED.HOWEVER,THE ADEQUACY OF THE OR ANY OTHER PILE SHOWS ANY PECULIARITY,ERRATIC STRUCTURE. 4. THE CONTRACTOR SHALL PROVIDE ALL MEASURES AND EQUIPMENT AND ACCESSORIES SHALL REMAIN THE ACTION,OR OTHERWISE CAUSES SUSPICION AS TO THE 3. USE TYPE S MORTAR,EXCEPT USE TYPE M MORTAR BELOW D PRECAUTIONS NECESSARY TO PREVENT DAMAGE AND 21.SEEMIS ARCHITECTURAL AND MECHANICAL DRAWINGS FOR RESPONSIBILITY OF THE CONTRACTOR.SHOULD THE RELIABILITY OF THE SAFE BEARING CAPACITY. GRADE. MORTAR SHALL CONFORM TO ASTM C270.WEBS ARE 12. DESIGN WIND LOADS SETTLEMENT(HORIZONTAL AND VERTICAL)OF EXISTING OR D. COLD-FORMED HOLLOW STRUCTURAL SECTIONS(HSS): MISCELLANEOUS STEEL NOT SHOWN ON THE STRUCTURAL EQUIPMENT USED BY THE CONTRACTOR PROVE INADEQUATE 3.8. IMMEDIATELY FOLLOWING COMPLETION OF LOAD TESTING, TO BE FULLY MORTARED IN ALL COURSES OF PIERS,COLUMNS NEW CONSTRUCTION,INSIDE OR OUTSIDE THE PROJECT 3. ROUND SECTIONS:ASTM A500,GRADE C,FY=46 KSI. DRAWINGS. TO DRIVE THE SCHEDULED TYPES OF PILES IN THE LOCATIONS SUBMIT TWO COPIES OF THE TEST REPORT FOR EACH TEST AND PILASTERS,IN THE STARTING COURSE,AND WHERE AN BASIC WIND SPEED V= 127 MPH LIMITS.D 4. SQUARE AND RECTANGULAR SECTIONS:ASTM A500,GRADE B, INDICATED,OR SHOULD THE USE RATE OF ACCESSORIES PILE TO THE PROJECT MANAGER.INCLUDE IN THE TEST ADJACENT CELL IS TO BE GROUTED. REMOVE MORTAR BUILDING CATEGORY II FY=46 KSI. 22.REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SHOW DAMAGE TO THE PILES,OR SHOULD THE PROGRESS REPORT THE DATA REQUIRED BY ASTM D1143. PROTRUSIONS EXTENDING 1/2"OR MORE INTO CELLS TO BE IMPORTANCE FACTOR I = 1 5. THE CONTRACTOR SHALL PROVIDE ALL MEASURES SPECIFICATIONS FOR PAINTING AND FIREPROOFING OF SCHEDULE NOT BE MAINTAINED,THE CONTRACTOR SHALL 3.9. FOLLOWING THE COMPLETION OF LOAD TESTS,THE DESIGN GROUTED. • DIRECTIONALITY FACTOR Kd = 0.85 NECESSARY TO CONTROL ICE,FROST,SURFACE AND E. STEEL PIPE:ASTM A53,TYPE E OR S,GRADE B,FY=35 KSI. STRUCTURAL STEEL.DO NOT PAINT STEEL SURFACES IN REPLACE,OR USE DIFFERENT TYPES OF EQUIPMENT. ENGINEER WILL MAKE A DETERMINATION OF THE REQUIRED EXPOSURE C SUBSURFACE WATER SO THAT THE FOUNDATION WORK IS CONTACT WITH CONCRETE OR FIREPROOFING. 3.3. SUBMIT SHOP DRAWINGS OF DRIVING ACCESSORIES PENETRATION. 4. USE TRUSS TYPE,9 GAUGE ASTM A82 HOT DIP GALVANIZED INTERNAL PRESSURE COEFFICIENT GC : +/-0.18 PERFORMED ON DRY SUBGRADE. 5. ALL SHOP AND FIELD WELDING SHALL CONFORM TO THE AWS SHOWING COMPATIBILITY WITH THE SIZE CONFIGURATION, WIRE HORIZONTAL JOINT REINFORCING IN EVERY OTHER . MEAN ROOF HEIGHT p� +/-30 FT D 1.1 STRUCTURAL WELDING CODE BY THE AMERICAN EXPANSION ANCHORS HANDLING,AND DRIVING REQUIREMENTS OF EACH TYPE OF 4. INSTALLATION OF PILES: COURSE AND AT THE FIRST AND SECOND BED JOINTS ABOVE 1 6. NEW EXCAVATION SHALL NOT UNDERMINE NOR DISTURB ANY WELDING SOCIETY. USE E70 SERIES WELDING ELECTRODES, 1. U.O.N.USE WEDGE-TYPE EXPANSION ANCHORS SUCH AS THE PILE INDICATED ON THE CONTRACT DRAWINGS. 4.1. GENERAL:PROVIDE PILES OF THE TYPE INDICATED AND OF AND BELOW WALL OPENINGS.USE PREFABRICATED CORNERS SHOP DRAWINGS AND OTHER SUBMITTALS EXISTING ADJACENT FOOTINGS. NEW FOOTINGS SHALL BE U.O.N.WHERE NECESSARY,REMOVE GALVANIZING OR PRIMER HILTI KWIK BOLT III,ITW RAMSET RED HEAD TRUBOLT WEDGE, 3.4. SUBMIT SHOP DRAWINGS SHOWING THE METHODS AND THE LENGTH AND CONFIGURATION NECESSARY TO: AND TEES. 1. INCOMPLETE SUBMITTALS WILL BE RETURNED WITHOUT SUPPORTED IN A MANNER TO MAINTAIN AN EXCAVATION PRIOR TO WELDING. POWERS POWER-STUD,SIMPSON STRONG-TIE WEDGE-ALL OR EQUIPMENT PROPOSED FOR LOADING TEST PILES. - REVIEW. SLOPE BETWEEN THE BOTTOM OF FOOTING AND EXCAVATION 4.1.1. ACHIEVE THE REQUIRED PENETRATION DETERMINED BY ACCEPTED EQUIVALENT.FOLLOW MANUFACTURER'S 3.5. SUBMIT DATA ON ROUND TIMBER PILE TREATMENT DATA OF ONE(1)VERTICAL TO TWO(2) HORIZONTAL. 6. A325 AND A490 BOLTS SHALL COMPLY WITH"SPECIFICATION SPECIFICATIONS FOR USE AND INSTALLATION. INCLUDING CERTIFICATION BY TREATING PLANT STATING THE DESIGN ENGINEER; 5. USE FINE GROUT CONFORMING TO AST M C476 WITH A 2. SUBMIT SPECIFIC COMPONENTS,SUCH AS COLUMNS,FOOTINGS, TYPE OF PRESERVATIVE SOLUTION AND PRESSURE PROCESS 4.1.2. EXTEND INTO THE PILE CAP OR STRUCTURE FOOTING TO MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI IN 28 DAYS. h . 2. CONFIRM THE ABSENCE ETC.,IN A SINGLE PACKAGE. SUBMIT SIMILAR FLOORS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", INCLUDING COMMENTARYOF REINFORCING STEEL BY DRILLING USED,NET AMOUNT OF PRESERVATIVE RETAINED,AND THE LOCATION DIRECTED BY THE DESIGN ENGINEER; AGGREGATE TO CONFORM TO ASTM C404 FOR FINE GROUT, TOGETHER. y REINFORCED CONCRETE AND 1. COMPLY WITH ACI 301 AND 318 A 1/4"DIAMETER PILOT HOLE FOR EACH ANCHOR.DO NOT CUT COMPLIANCE WITH APPLICABLE STANDARDS. WITH SLUMP , 8"TO 11". GROUT ALL MASONRY CONTAINING A. TYPICAL BOLTS USED IN STRUCTURAL CONNECTIONS FOR REINFORCING STEEL WITHOUT APPROVAL OF THE 4.1.3. ATTAIN INDICATED BEARING CAPACITY. REINFORCING,ALL CELLS OF 4 HOUR RATED WALLS,AND 3. ON FIRST SUBMITTAL,CLEARLY FLAG AND CLOUD ALL 4.2. PENETRATION AND BEARING: INSTALL PILES TO THE WHERE INDICATED ON THE DRAWINGS. ALLOW MORTAR TO DIFFERENCES FROM THE CONTRACT DOCUMENTS. ON 2. PROVIDE STRUCTURAL CONCRETE WITH A MINIMUM THIS PROJECT ARE 4"DIAMETER A325N. STRUCTURAL ENGINEER. TIMBER PILES TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, REQUIRED PENETRATION,OR TO THE REQUIRED CURE 24 HOURS PRIOR TO GROUTING. PROVIDE CLEANOUT THE PLANS AND SPECIFICATIONS COMPLY WITH THE RESUBMITTALS,FLAG AND CLOUD ALL CHANGES AND ULTIMATE COMPRESSIVE DESIGN STRENGTH OF 4000 PSI IN 28 3.1. ROUND TIMBER PILES:PILES SHALL BE DOUGLAS FIR AND BEARING,AS INDICATED,EXCEPT AS SPECIFIED IN ARTICLE OPENINGS AT THE BASE OF CELLS CONTAINING REINFORCING APPLICABLE MINIMUM BUILDING CODES. ADDITIONS TO PREVIOUS SUBMITTAL;ONLY CLOUDED ITEMS DAYS B. TIGHTEN BEARING-TYPE BOLTS(A-325N,A-325X,A-490N, 3. PROVIDE ANCHOR EMBEDMENT,SPACING AND EDGE DISTANCE SHALL CONFORM TO ASTM D 25,UNUSED,CLEAN PEELED, 3.04,C AND D.JETTING WILL NOT BE PERMITTED UNLESS STEEL TO CLEAN THE CELL AND TO TIE THE VERTICAL BAR TO THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING WILL BE REVIEWED. AND A-490X)TO THE SNUG TIGHT CONDITION AS FOLLOWS: AS SHOWN ON THE DRAWINGS. UNIFORMLY TAPERED,ONE PIECE FROM BUTT TO TIP. [NOTE SPECIFICALLY APPROVED BY THE DESIGN ENGINEER FOR THE DOWEL. IN HIGH-LIFT GROUTING,USE MAXIMUM 5'-0" SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,ANDL 3. USE NORMAL WEIGHT CONCRETE FOR ALL STRUCTURAL TO SPECIFIERS-SIZE: SPECIFY BUTT OR TIP DIAMETERS FROM THE LOCATION LIFTS WITH 1/2 HOUR TO I HOUR BETWEEN LIFTS. SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND 4. SUBMITTALS FOR SPECIAL STRUCTURAL,LOAD-CARRYING MEMBERS.U.O.N. CHEMICAL ADHESIVE FOR ANCHORING REINFORCING BARS, TABLE 3-3 THROU 3-9.] SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF ITEMS THAT ARE REQUIRED BY CODES OR STANDARDS TO 7. BOLTS SHALL BE PLACED IN ALL HOLES,WITH WASHERS 4.3. PREDRILLED HOLES: DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND POSITIONED AS REQUIRED AND NUTS THREADED TO COMPLETETHREADED BARS AND ANCHOR BOLTS 3.2. PRESSURE TREATMENT SHALL BE IN ACCORDANCE WITH 4.3.1. WHEN NECESSARY TO ACHIEVE THE REQUIRED THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR RESIST FORCES MUST BE PREPARED BY,OR UNDER THE DIRECT 4. PROVIDE ASTM A-615 GRADE 60 REINFORCING STEEL. Q Q 6. THE USE OF MASONRY CEMENT IS PROHIBITED.NO REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER THE FOLLOWING USE CATEGORY STANDARDS: SUPERVISION OF,A DELEGATED ENGINEER. EXAMPLES REINFORCING SHALL BE ACCURATELY PLACED,RIGIDLY T�ASSEMBLY. 1. U.O.N.USE AN EPDXY,ACRYLIC OR POLYESTER RESIN PENETRATION,DRILL HOLES OF DIAMETER NOT GREATER AIR-ENTRAINING ADMIXTURES OR ANTIFREEZE COMPOUNDS, DOMNNICK RTPIOLLAASSOCIATES pW WRITTEN CONSENT OF INCLUDE POST-TENSIONING SYSTEMS,STRUCTURAL LIGHT SUPPORTED AND FIRMLY TIED IN PLACE,WITH APPROPRIATE 8. COMPACTING THE JOINT TO THE SNUG-TIGHT CONDITION ADHESIVE SYSTEM SUCH AS THE HILTI HIT HY150,ITW 3.2.1. FOUNDATION PILES.AWPA C3. THAN 90 PERCENT OF THE AVERAGE CROSS-SECTIONAL SUCH AS CALCIUM CHLORIDE,SHALL BE ADDED TO THE GAGE STEEL FRAMING,EXTERIOR ENCLOSURE SYSTEMS AND BAR SUPPORTS AND SPACERS. LAP CONTINUOUS REINFORCING SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID RAMSET/RED HEAD EPCON A7 OR C6 INJECTION SYSTEM, 3.2.2. FIELD-APPLIE WOOD PRESERVATIVE:TREAT FIELD CUTS, DIMENSION OF THE PILE AT THE DEPTH BEING DRILLED, MORTAR. PROJECT: SHORING AND RESHORING, STAIRS,RAILINGS,ETC. 48 BAR DIA. LAP BOTTOM STEEL OVER SUPPORTS AND TOP PART OF THE JOINT. POWERS POWER-FAST+SYSTEM,SIMPSON STRONG-TIE AT OR HOLES AND OTHER PENETRATIONS IN ACCORDANCE AND DRIVE THE PILE THEREIN TO PRACTICAL REFUSAL. M C D O N N E LL RESIDENCE STEEL AT MIDSPAN(U.O.N.). HOOK DISCONTINUOUS ENDS OF 9• THE SNUG-TIGHTENED CONDITION IS THE TIGHTNESS THAT IS ET,ALLIED FASTENER ALLIED+,OR ACCEPTED EQUIVALENT. WITH AWPA M4. 4.4. PILE DR ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OR FOLLOW MANUFACTURER'S SPECIFICATIONS FOR USE AND 4.4.1. COMPLETE BACKFILL TO THE REQUIRED ELEVATIONS IN 7. ALL WALLS AND PILASTERS SUPPORTING STEEL, SHALL BE 5. A DELEGATED ENGINEER IS DEFINED AS A NEW YORK ALL TOP BARS AND ALL BARS IN WALLS,U.O.N.PROVIDE 8100 HORTONS LANE THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY INSTALLATION. EXECUTION THE AREA WHICH PILES ARE TO OCCUPY BEFORE GROUTED SOLID FOR FOUR COURSES IN DEPTH FOR A WIDTH O LICENSED ENGINEER WHO SPECIALIZES IN AND UNDERTAKES COVER OVER REINFORCING AS FOLLOWS: THE DESIGN OF STRUCTURAL COMPONENTS OR STRUCTURAL SPUD WRENCH. 3.1. PILE TYPES: STARTING TO DRIVE PILES. 32". SOUTHOLD,Nv SYSTEMS INCLUDED IN A SPECIFIC SUBMITTAL PREPARED FOR ELEMENT BOTTOM TOP SIDES 10.MORE THAN ONE CYCLE THROUGH THE BOLT PATTERN MAY BE2. CONFIRM THE ABSENCE OF REINFORCING STEEL BY DRILLING 3.1.1. PILES SHALL BE END-BEARING TYPE OR FRICTION TYPE 4.4.2. DO NOT DRIVE PILES WITHIN 20 FEET OF CONCRETE LESS THIS PROJECT AND IS AN EMPLOYEE OR OFFICER OF,OR FOOTINGS 3" 2" 3" REQUIRED TO ACHIEVE THE SNUG-TIGHTENED JOINT. A 1/4"DIAMETER PILOT HOLE FOR EACH ANCHOR. DO NOT CUT AS INDICATED.DRIVE END-BEARING PILES TO THE THAN SEVEN DAYS OLD. 8. WHERE ANCHOR BOLTS,WEDGE ANCHORS OR ANCHORS SET IN GENERAL NOTES CONSULTANT TO,THE CONTRACTOR OR FABRICATOR SLABS ON GRADE 2" 1" 2" REINFORCING STEEL WITHOUT APPROVAL OF THE REQUIRED BEARING VALUE.THE BEARING VALUE FOR 4.4.3. DRIVE PILES AT INTERIOR OF BASES OF FOOTING BEFORE EPDXY ARE SET IN A MASONRY WALL,FILL CELLS WITH GROUT RESPONSIBLE FOR THE SUBMITTAL. THE DELEGATED WALLS RETAINING FILL - - 2" C. TIGHTEN SLIP-CRITICAL BOLTS(A-325SC AND A-490SC)TO STRUCTURAL ENGINEER. EACH PILE SHALL BE AS DETERMINED IN ARTICLE XXX. DRIVING PERIMETER PILES. FOR BOLTED COURSE,ONE COURSE ABOVE AND TWO COURSES ENGINEER SHALL SIGN, SEAL AND DATE THE SUBMITTAL, WALLS ABOVE GRADE - - I" THE MINIMUM FASTENER TENSION INDICATED IN TABLE 8.1 DRIVE FRICTION PILES TO THE REQUIRED PENETRATION, 4.4.4. IF NECESSARY,PROVIDE ADEQUATE LATERAL SUPPORT BELOW. INCLUDING CALCULATIONS AND DRAWINGS. OF THE"SPECIFICATION FOR STRUCTURAL JOINTS USING 3. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS AS INDICATED ON PLANS. FOR INSTALLED INDIVIDUAL PILES TO PREVENT 5. WHERE SPECIFIED,PROVIDE PLAIN,COLD-DRAWN ASTM A-325 OR ASTM A-490 BOLTS"AS FOLLOWS: FOR APPROPRIATE DRILL SIZE. THOROUGHLY CLEAN HOLE 3.1.2. EXCESSIVE TEMPORARY FLEXURAL STRESSES OR SEAL AND SIGNATURE: 6. THE TRADE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ELECTRICALLY-WELDED WIRE REINFORCEMENT CONFORMING INCLUDING REMOVAL OF DUST PRIOR TO FILLING WITH EPDXY. 3.2. DETERMINATION OF LENGTH: MOVEMENT OF THE PILE TOP OUT OF TOLERANCE. 9. USE ASTM A-615 GRADE 60 REINFORCING STEEL. . AND CORRELATING DIMENSIONS AT THE JOB SITES,FOR TO ASTM A-185. SUPPLY IN FLAT SHEETS ONLY. LAP SPLICE 11.BEGIN FINAL TIGHTENING OF SLIP-CRITICAL BOLTS ONLY 3.2.1. PROVIDE PILES OF SUCH LENGTH AS REQUIRED TO 4.4.5. MAINTAIN THE HAMMER COAXIAL WITH THE PILE ®f N E(V,+ TOLERANCES,CLEARANCES,QUANTITIES,FABRICATION ONE CROSS WIRE SPACING PLUS TWO INCHES. �' PROCESSES AND TECHNIQUES OF CONSTRUCTION, AFTER A SNUG-TIGHT JOINT AS DESCRIBED ABOVE IS 4. PROVIDE ANCHOR EMBEDMENT,SPACING AND EDGE DISTANCE DEVELOP THE SPECIFIED BEARING VALUE,TO OBTAIN DURING THE DRIVING OPERATION BY USING A 10.DO NOT BACKFILL AGAINST FOUNDATION WALL UNTIL �� RICHA A COORDINATION T THE WORK WITH OTHER TRADES AND FULL ACHIEVED. PROGRESS SYSTEMATICALLY FROM THE MOST AS SHOWN ON THE DRAWINGS. THE SPECIFIED PENETRATION,AND TO EXTEND INTO THE COMBINATION OF DRIVING CAPS AND LEADS. MORTAR HAS ATTAINED MAXIMUM STRENGTH. A���� A�'p COMPLIANCE WITH THE CONTRACT DOCUMENTS. RIGID PART OF THE JOINT. CAP OR FOOTING BLOCK AS INDICATED. 4.4.6. INVESTIGATE ANY SUDDEN DECREASE IN DRIVING o 6. UTILITIES SHALL NOT PENETRATE BEAMS OR COLUMNS BUTW. 12.IF SPLINED END OF TENSION-CONTROL BOLTS IS SEVERED 5. THREADED RODS ARE A-36 GALVANIZED STEEL,U.O.N. 3.2.2. ASSUME RESPONSIBILITY FOR FURNISHING PILES OF RESISTANCE FOR POSSIBLE BREAKAGE OF THE PILE.IF - 7. THE GENERAL CONTRACTOR/CONSTRUCTION MANAGER SHALL MAY PASS THROUGH SLABS AND WALLS INDIVIDUALLY,UON. PRIOR TO ACHIEVING SNUG-TIGHT JOINT,REMOVE AND SUFFICIENT LENGTH TO OBTAIN THE PENETRATION AND SUDDEN DECREASE IN DIVING RESISTANCE CANNOT BE 11.ALL MASONRY WALLS SHALL BE ADEQUATELY BRACED FOR OPENINGS 24"LONG OR LESS,CUT REINFORCING AND REPLACE THE FASTENER ASSEMBLY. BEARING VALUE INDICATED. CORRELATED TO BORING DATA OR SOME INCIDENT IN DURING CONSTRUCTION TO RESIST WIND LOADS OF 25 PSF. "y - REVIEW AND APPROVE SUBMITTALS AND SHALL SIGN AND POWDER ACTUATED FASTENERS � 074213 ? REPLACE ALONGSIDE OPENING WITH SPLICE BARS OF 13.PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE DRIVING,AND IF THE PILE CANNOT BE INSPECTED, p y DATE EACH DRAWING PRIOR TO SUBMITTING TO THE 1. U.O.N.USE POWDER ACTUATED FASTENING SYSTEMS SUCH AS p EQUIVALENT AREA WITH 48 BAR DIA.LAP.PREPARE AND SUCH DECREASE IN DRIVING RESISTANCE MAY BE CAUSE ARCHITECT. THIS APPROVAL IS TO CONFIRM THAT THE THE JOINT. THOSE MANUFACTURED BY HILTI ITW RAMSET/RED HEAD TEST PILES afE$I � SUBMIT SHOP DRAWINGS FOR OPENINGS LONGER THAN 24". ' ' FOR REJECTION OF THE PILE. SUBMITTAL IS COMPLETE,COMPLIES WITH THE SUBMITTAL 14.DETERMINE TENSION USING EITHER LOAD INDICATOR POWERS,OR AN ACCEPTED ALTERNATE HAVING ICC-ES OR 3.1. THE CONTRACT DRAWINGS INDICATE THE REQUIRED TYPE 4.4.7. RE-DRIVE ANY PILE WHICH IS RAISED DURING DRIVING LIST OF DRAWINGS • ' ' ' ' • REQUIREMENTS AND IS COORDINATED WITH FIELD FOR RECTANGULAR OPENINGS 12"LONG OR LONGER,ADD 1#5 X WASHERS OR TENSION-CONTROL BOLTS. NEW YORK STATE PRODUCT CONTROL APPROVAL. INSTALL IN OF PILING,THE REQUIRED BEARING VALUE,THE MINIMUM - 6'MID DEPTH DIAGONAL AT ALL 4 CORNERS. OF ADJACENT PILES TO THE ORIGINAL TIP ELEVATION. DIMENSIONS,OTHER TRADES,ERECTION SEQUENCING AND ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. PENETRATION,AND THE ESTIMATED PILE TIP ELEVATION. ' CONSTRUCTIBILITY. 4.4.8. CUT OFF PILES AT TOP ELEVATION DIRECTED BY THE S-001 - STRUCTURAL NOTES DOMINICK R. PILLA, P.E., R.A. AT THE CONTRACTOR'S OPTION,SLIP-CRITICAL BOLTS MAY PROVIDE A MINIMUM OF TWO FASTENERS PER CONNECTION. ESTIMATED TIP ELEVATIONS ARE APPROXIMATE,BASED NY P.E. 074213-1 NY R.A.027028-1 • 7. WHERE REINFORCING STEEL CONGESTION PERMITS,CONDUIT BE INSTALLED IN EITHER STANDARD,OVERSIZE,OR SHORT UPON SUBSURFACE EXPLORATIONS,AND ARE GIVEN ONLY TO DESIGN ENGINEER.REPLACE OR REPAIR PILES WHICH ARE S-100- FOUNDATION&PILE PLAN8. THE STRUCTURAL ENGINEER REVIEWS SUBMITTALS TO AND PIPES UP TO I"DIAMETER MAY BE EMBEDDED IN SHOW THE BASIS FOR THE ESTIMATED QUANTITIES DAMAGED WHEN CUT OFF. S-101 - GROUND LEVEL PLAN ISSUE: FOR PERMIT ' CONCRETE PER ACI 318,SECTION 6.3. SPACE AT 3 DIAMETERS SLOTTED HOLES.DESIGN OF CONNECTIONS USING SLIP 2. PROVIDE A MINIMUM PENETRATION IN ACCORDANCE WITH CONFIRM THAT THE' IS IN GENERAL CRITICAL BOLTS IS BASED ON A CLASS A FAYING SURFACE MANUFACTURER'S SPECIFICATIONS BUT NOT LESS THAN 1-1/8" INDICATED IN THE BID SCHEDULE AND TO INDICATE THE 4.5. INSTALLATION TOLERANCES: S-102- MAIN LEVEL FRAMING PLAN DATE: 07/21/2021 CONFORMANCE WITH THE DESIGN CONCEPT PRESENTED IN THE O.C. PLACE BETWEEN OUTER LAYERS OF REINFORCING. IF AND OVERSIZED HOLES. IN CONCRETE,U.O.N. REQUIRED LENGTHS OF TEST PILES. 4.5.1. DEVIATION FROM PLUMB AND ANGLE OF BATTER:I INCH CONTRACT DOCUMENTS. QUANTITIES AND DIMENSIONS ARE CONDUITS ARE SIGNIFICANTLY CONGESTED,ADDITIONAL 3.2. ORDER AND DRIVE THE TEST PILES.SAFE BEARING PER FOOT OF PILE LENGTH BUT NOT MORE THAN 6 5-103- UPPER LEVEL FRAMING PLAN PROJECT NO.: 20-045 NOT CHECKED. NOTATIONS ON SUBMITTALS DO NOT REINFORCING PERPENDICULAR TO PIPING MAY BE REQUIRED. CAPACITIES OF THE TEST PILES WILL BE DETERMINED BY INCHES OVERALL. S-104- ROOF FRAMING PLAN DRAWN/CHK BY: PH/MK/DRP REQUESTS TO EMBED LARGER PIPES SHOULD BE D. PROVIDE HARDENED WASHERS CONFORMING TO ASTM 3. PROVIDE A MINIMUM ANCHOR SPACING AND EDGE DISTANCE AUTHORIZE CHANGES TO THE CONTRACT SUM. CHECKING OF METHODS HEREIN SPECIFIED. S-200- CONCRETE DETAILS ACCOMPANIED BY A DETAILED DESCRIPTION AND BE F436 AND PLACE UNDER THE PART BEING TURNED. OF 3"IN CONCRETE AND A MINIMUM ANCHOR SPACING OF 1" 4.5.2. DEVIATION FROM LOCATION OF PILE TOP:6 INCHES SCALE: AS NOTED THE SUBMITTAL BY THE STRUCTURAL ENGINEER SHALL NOT 3.3. FROM THE TEST PILE DATA AND BEHAVIOR AND THE RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR SUBMITTED TO THE ARCHITECT FOR EVALUATION. AND EDGE DISTANCE OF 1/2"IN STEEL. SUBSURFACE EXPLORATION DATA,THE DESIGN ENGINEER 4.6. PILES NOT MEETING ASTM D25 REQUIREMENTS WILL BE S-400- STEEL DETAILS DWG NO.: DEVIATIONS FROM T]EIE CONTRACT DOCUMENTS AND FROM E. DO NOT REUSE OR RETIGHTEN BOLTS WHICH HAVE BEEN REJECTED.REMOVE SUCH PILES FROM THE SITE AND 5-500- FRAMING DETAILS WILL DETERMINE THE PENETRATION THE PENETRATION REPLACE WITH SOUND PILES.PILES BROKEN UNDER DRIVING ERRORS OR OMISSIONS IN THE SUBMITTAL. 8. PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH ACI FULLY TIGHTENED. USE ONLY NON-GALVANIZED NUTS DEEP FOUNDATIONS REQUIRED.THE DESIGN ENGINEER MAY ALSO DETERMINE STRESSES MAYBE CUT OFF AND LEFT IN PLACE IF APPROVED S-001 . 00 318,SECTION 6.4.PROVIDE KEYWAYS AND ADEQUATE DOWELS. AND BOLTS THAT ARE CLEAN,RUST-FREE,AND WELL THE REQUIRED PENETRATION BASED UPON SETTLEMENT BY THE DESIGN ENGINEER FOR THE LOCATION.OTHERWISE 9. IN ADDITION TO THE ABOVE,THE STRUCTURAL ENGINEER'S SUBMIT DRAWINGS SHOWING LOCATION OF CONSTRUCTION LUBRICATED. BOLTS AND NUTS SHALL BE WAX DIPPED BY 1. THE PILING CONTRACTOR SHALL SUBMIT DRAWINGS TO THE CRITERIA OR ANY OTHER FACTORS WHICH IN THE OPINION OF . THEY SHALL BE EXTRACTED AND REMOVED FROM THE SITE. REVIEW OF DELEGATED ENGINEER SUBMITTALS IS LIMITED TO JOINTS AND DIRECTION OF POUR FOR REVIEW. THE BOLT SUPPLIER OR LUBRICATED WITH JOHNSON'S ENGINEER SHOWING THE LOCATIONS OF ALL NEW PILES AND THE DESIGN ENGINEER ARE APPLICABLE TO THE WORK VERIFYING THAT THE SPECIFIED STRUCTURAL SUBMITTAL HAS STICK WAX 140.CLEANING AND LUBRICATION OF ASTM ASSIGN AN IDENTIFICATION NUMBER TO EACH PILE,PRIOR TO SUBMIT THE FINAL DATA TO THE PROJECT MANAGER FOR 4.7. FIT TIMBER PILES WITH METAL SHOES ON THE TIP AS SHOWN BEEN FURNISHED,SIGNED AND SEALED BY THE DELEGATED 9. PROVIDE 3/4"CHAMFER FOR ALL EXPOSED CORNERS. F1852 TWIST-OFF-TYPE TENSION-CONTROL BOLTS IS NOT DRIVING THE PILES.HE SHALL HIRE AND PAY FOR THE EVALUATION. ON THE CONTRACT DRAWINGS(WHEN SPECIFIED).WHEN THE S-001 GENERAL NOTES I 1 OF 10 ENGINEER AND THAT'THE DELEGATED ENGINEER HSERVICES OF A PROFESSIONAL LAND SURVEYOR TO AS PERMITTED. AREA OF THE HEAD OF A TIMBER PILE IS GREATER THAN UNDERSTOOD THE DESIGN INTENT AND USED THE SPECIFIED 10PROVIDE REINFORCING STEEL PLACER WITH A SET OF ESTABLISH AND LOCATE ALL LINES AND GRADES AND DRIVEN PILE CAPACITY THAT OF THE FACE OF THE HAMMER,USE A SUITABLE CAP TO . STRUCTURAL CRITERIA. NO DETAILED CHECK OF F. STORE FASTENER COMPONENTS IN SEALED CONTAINERS RE-SURVEY THE DRIVEN PILES. DISTRIBUTE THE BLOWS THROUGHOUT THE CROSS SECTION CALCULATIONS WILL,BE MADE. THE DELEGATED ENGINEER IS STRUCTURAL DRAWINGS FOR FIELD REFERENCE. INSPECT UNTIL READY FOR USE. RESEAL OPEN CONTAINERS TO 3.1. DESIGN OF THE PILE.AFTER THE TIMBER PILES ARE CUT OFF,TREAT REINFORCING STEEL PLACING FROM STRUCTURAL DRAWINGS. 3.1.1. THE ULTIMATE PILE CAPACITY WILL BE DETERMINED BY CUT SURFACES IN ACCORDANCE WITH AWPA M4.REMOVE SOLELY RESPONSIBLE FOR HIS/HER DESIGN,INCLUDING BUT PREVENT CONTAMINATION BY MOISTURE OR OTHER 2. PILES SHALL BE DRIVEN WITHIN 3"OF INDICATED LOCATION NOT LIMITED TO THE ACCURACY OF HIS/HER CALCULATIONS DELETERIOUS SUBSTANCES. STORE CLOSED CONTAINERS THE DESIGN ENGINEER.DRIVE PILES WITH APPROVED CUTOFF SECTIONS OF PILES FROM THE SITE AND LEGALLY AND COMPLIANCE WITH THE APPLICABLE CODES AND WOOD CONSTRUCTION FROM DIRT AND MOISTURE IN A PROTECTIVE SHELTER. AND SHALL NOT BE OUT OF PLUMB MORE THAN 2%OF LENGTH. DRIVING EQUIPMENT TO THE ORDERED LENGTH OR DISPOSE. LEGEND LOADING CONSULTING ENGINEERS MASONRY WALLGROUND FLOOR - DOMINICK R. PILLA ASSOCIATES- $ 845.727.7793 0 212.224.9520 GRADE BEAM DEAD LOAD- 20 PSF LIVE LOAD- 40 PSF Q 143 Main Street Q s Columbus circle,11th FI ® TENSION TIMBER PILE Nyack,NY,10960 New York,NY,10019 r1 TOTAL- 60 PSF ® drpilla.com J TIMBER PILE A A.1 B C D D.1 E F G H I J K L STEEL BEAM Q HSS COLUMN PER PLAN PLAN NOTES: WOOD JOIST 1 CONTRACTOR TO VERIFY ALL DIMENSIONS WITH I I I I I I I I I I I I ARCHITECT PRIOR TO CONSTRUCTION .......................................--...................................._. I PARTITION WALL 2 STRUCTURAL PLANS ARE BASED ON GB-#.# GRADE BEAM PER SCHEDULE ARCHITECTURAL DIMENSIONS.CONTRACTOR IS TO VERIFY ALL DIMENSIONS IN FIELD (2)EQUAL SPACES CL-# CONCRETE LINTEL PER SCHEDULE 3 ALL PARTITIONS ARE TO BE CONSTRUCTED AFTER FLOORS ABOVE AND BELOW ARE COMPLETED. I I I I I I a POST UP/ POST DOWN PARTITION WALLS ARE NOT TO BE USED TO SUPPORT ® to. BEAM MOMENT CONNECTION FRAMING. 1 r 1 �1 r 1 4 BOTTOM OF CONCRETE FOOTING SHALL BE GBI GBI GBI `� `J GBI `� `� BP# BASE PLATE PER SCHEDULE MINIMUM 42"BELOW GRADE I P 1 PCI l J 12'-0 4" PC2 PC2 `J I I I I I I I I I I I I I I w w w U U U U 5"SLAB ON GRADE 5"SLAB O G 5" SLAB ON GRADE d w w w REVISIONS: NO. DATE DESCRIPTION w i Pct I I I C1 I I Pct GBI GBI GBI l `� 2 — — — — — — - — — — — — — — — `� V� I GBIl,� I l� PC2 v� PC W U - d t/1 I GBI `J I I f I TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE 5"SLAB ON GRADE ` ` APPLICABLE MINIMUM BUILDING CODES. THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL (2)EQUAL PACES SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF W I I I I I DOMINICK R.PILLA ASSOCIATES,P.C. Q PROJECT: Ln cDONNELL RESIDENCE �. o I 8100 HORTONS LANE W I I I I I I SOUTHOLD,NY (2)EQUAL SPICES GBI FOUNDATION & PILE PLAN P 2 1 PC I GBI l `� Bl I GBI 0 0 1 1 1 of NEIV PCI — 0 — — — — — �� RIcwaRQ�0 s SLAB I y ao� ON PC2 JNilI RADE I I 5"SLAB ON GRADE I I I I I I I .-. GBI `J `J GBI GBI 074213 Q�E>SffiI��f�' DOMINICK R. PILLA, P.E., R.A. PC1 PC 1 I I I NY P.E.074213-1 NY R.A. 027028-1 ISSUE: FOR PERMIT P 2 DATE: 07/06/2021 PROJECT NO.: 20-045 DRAWN/CHK BY: PH/MK/DRP I I I I I I I I I I I I I SCALE: AS NOTED DWG NO.: A FOUNDATION & PILE PLAN S- 100 . 00 SCALE: 1/4" = V-0" S-100 FRAMING PLANS I 20F 10 LEGEND LOADING CONSULTING ENGINEERS MASONRY WALL GROUND FLOOR - DOMINICK R. PILLA ASSOCIATES- GRADE BEAM DEAD LOAD- 20 PSF Zr 845.727.7793 s 212.224.9520 LIVE LOAD- 40 PSF 0 143 Main Street Q 5 Columbus Circle,11th FI TENSION TIMBER PILE Nyack,NY,10960 New York,NY,10019 TOTAL- 60 PSF ® drpilla.com �1 TIMBER PILE STEEL BEAM Q HSS COLUMN PER PLAN PLAN NOTES: WOOD JOIST 1 CONTRACTOR TO VERIFY ALL DIMENSIONS WITH ARCHITECT PRIOR TO CONSTRUCTION PARTITION WALL 2 STRUCTURAL PLANS ARE BASED ON GB-#.# GRADE BEAM PER SCHEDULE ARCHITECTURAL DIMENSIONS.CONTRACTOR IS TO VERIFY ALL DIMENSIONS IN FIELD CL-# CONCRETE LINTEL PER SCHEDULE 3 ALL PARTITIONS ARE TO BE CONSTRUCTED AFTER a POST UP/ POST DOWN FLOORS ABOVE AND BELOW ARE COMPLETED. PARTITION WALLS ARE NOT TO BE USED TO SUPPORT FRAMING. ® ® BEAM MOMENT CONNECTION 4 BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM 42"BELOW GRADE CW1 I • f t . I is i I I � I I; y a a ij ;>:•: i is r `• i 1. i i( i i •: ii •a. �.: i � i� j• ;� REVISIONS: NO. DATE DESCRIPTION i I I li •!f i. I .•. is '4 • I � r CW 1 ft/,`W 1 i I L........... i fi �•, j i. 'II I II I �l ii TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, _...........- ._......._. ... ...... .. THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF DOMINICK R.PILLA ASSOCIATES,P.C. PROJECT: cDONNELL RESIDENCE 8100 HORTONS LANE SOUTHOLD,NY I GROUND LEVEL FRAMING PLAN UP .................... ...................... CW] CW] CW1 . ._1. .... SEAL AND SIGNATURE: i , "I NEIV RICFfglpp�0 i _. . ; 3 - ---- .__........... j 074213 -ESS��' •.M • ., ,... ,.S ........ ................ ................... ...... ......... • — : • C W I M -.-- .1; ....__ L 1 CW1 L 1 DOMINICK R. PILLA, P.ER.A. NY P.E.074213-1 NY R.A.027028-1 ISSUE: FOR PERMIT DATE: 07/06/2021 PROJECT NO.: 20-045 DRAWN/CHK BY: PH/MK/DRP SCALE: AS NOTED DWG NO.: A GROUND FLOOR FRAMING PLAN S- 101 . 00 SCALE: 1/4" = P-0" S-100 FRAMING PLANS I 3 OF 10 DI , PELLA LEGEND LOADING CONSULTING ENGINEERS CMU WALL PER SCHEDULEMAIN FLOOR - DOMINICK R. PILLA ASSOCIATES- STEEL BEAM DEAD LOAD- 20 PSF a 845.727.7793 -2 212.224.9520 LIVE LOAD- 40 PSF Q 143 Main Street Q 5 Columbus Circle,11th FI Q HSS COLUMN PER PLAN Nyack,NY,10960 New York,NY,10019 TOTAL- 60 PSF ® drpilla.com WOOD JOIST f ..__... ....._..__........._._....__...._............................ PARTITION WALL -------..........._........................._............................. .............................. ! BUILT-UP AREA PLAN NOTES: __...................._..._................................................ _., 1 CONTRACTOR TO VERIFY ALL DIMENSIONS WITH i.........._...... .._......_..... .............._.. TERRACE/DROPPED AREA ARCHITECT PRIOR TO CONSTRUCTION a T POST UP/ POST DOWN 2 STRUCTURAL PLANS ARE BASED ON ® ® BEAM MOMENT CONNECTION ARCHITECTURAL DIMENSIONS.CONTRACTOR IS TO CONNECT BOTTOM FLANGE OF BEAM TO VERIFY ALL DIMENSIONS IN FIELD CONCRETE WALL BELOW W/g"QJ THREADED ROD 3 ALL PARTITIONS ARE TO BE CONSTRUCTED AFTER EPDXY SET 6" SPACED @ 24"O.C. USE HILTI FLOORS ABOVE AND BELOW ARE COMPLETED. HIT-HY 200 EPDXY. TYPICAL AT ALL SIMILAR LOCATIONS PARTITION WALLS ARE NOT TO BE USED TO SUPPORT FRAMING. /___ 10 �4 �4 4 BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM 42"BELOW GRADE CANT. W12X26 W12X26 v=20K W12X26 v=20K v=20K W12X26 v=20K .........._._.. ._............. � ------------ 1G1-1 M=30K-FT -l�C +FT-----------1C1'15T�Ft'— Ir--------------- ------------� I Ir------ ---------� I II II II II i t 1 1 1 _ _ 11-7/8"TJI 360 @ 16 O.C. I — — 11-7/8 TJI 360 cr 16 O.C. i t I I 1 1 I I i 1 ( 1 1 W12X26 11 CANT. 1 I W12X26 / 1 I 1 1 1 1 I I 11 I I 1 1 11-7/8"A 340 16"O.C.— — 11_7/8"TJI 36016"O.C. 1 1 11-7/8"TJI 360 11-7/8"TJI I 1 11-7/8"TJI 360 @ 16"O.C. 1 1 16"(TC. 360 @ 16" T O.C. REVISIONS: NO. DATE DESCRIPTION ID� i t DC DCI I DC Dc 1 1 11 (2)1 J"xI 18" CANT. W 12X26 ( I 1 I 1 LVL I -I _ —--— ----------------- ---.... I -:I I 1 I I a 11 - 1-3/4x9-1/2"LVL 1 Il 12"O.C. —4 ,11 1 I 1 ? c b� I t_ --� I I L------ ---------� !I -------------- ------ ---- W14X68 ow CANT. W 12X26 �1} > x %. d9-1/2"-; TJI 23071 � ++ 6_ l Z @ 16„ Z U O.C. U E W 12X 19 CANT. V=20K V=20K 11-7/8" 16 TJI 360 "O.C. / 11-7/8"TJI 360 P, 16"O.C. 11-7/8"TJI 360 11-7/8"TJI 360 M=15K-FT M=15K- i — — — @ 16"O.C. @ 16"O.C. 9-1/2"TJI 2-10 I @ 16"O.C. I TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE LOWERED APPLICABLE MINIMUM BUILDING CODES. ..---------------__--.. __.. ---- v=2o v_.=zoK__, LOWERED � CANT. W 14X68 M=140K- M=140K-FT W 14X68 S� THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND W)! cc SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND XSHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF N �! DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND 0 THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER V a MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF DOMINICK R.PILLA ASSOCIATES,P.C. PROJECT: 11-7/8"TJI 3602 - - — — cDONNELL RESIDENCE 16"O.C. i 8100 HORTONS LANE SOUTHOLD,NY i I i i BUILT-UP MAIN LEVEL FRAMING PLAN / HIGH W12X26 AREA W1200LOW W12X26 �h� X00 (DROPPED 4.75") ---- --,7/---4------- ----- — --------- SEAL AND SIG CANT. r————— � NATURE; , -- -- ------ — r-------- i der -- —W12X30 --- -- Ii -- '--� a��'e '�► 1Qfjr H 11-7/8"T I 3 0 HSS 5X5Xj" ._..::....... �___- `O I 1' RICZL4Q @ 16""—O h 1 — — ___..._ _._ 1 A W 12X26 a a LOWERED 1 . . _._.... A W12X26 1 O 3 1 074213 ��ra 1 1 11-7/8"TJI 11-7/8"TJI 360 -" O I 1 11 8 360 @ 16" 16"O.C. TJI360 Q y @ O o N a @ 16"O.C., v=zoKv=20K N4-+9�}9Fe � iF —N4-+9K-Fr— ----� P TYPICAL . i— — -1� F� -------— 19i{F�——M- -FT— �-— ---- L--- ----.— �- --- ---�� ----- - .. `rte 2�2� �11 1 Z M=24K-FT fi �c� J' b O W12X26 O `s'�, DOMINICK R. PILLA, P.E., R.A. d' cb0b f- NY P.E.074213-1 NY R.A.027028-1 ISSUE: FOR PERMIT DATE: 07/06/2021 PROJECT NO.: 20-045 DRAWN/CHK BY: PH/MK/DRP SCALE: AS NOTED DWG NO.: A MAIN FLOOR FRAMING PLAN S- 102 . 00 SCALE: 1/4" = P-0" S-100 FRAMING PLANS 40F 10 LEGEND LOADING ` CONSULTING ENGINEERS CMU WALL PER SCHEDULE - DOMINICK R. PILLA ASSOCIATES- IJPPERFLOOR STEEL BEAM DEAD LOAD- 20 PSF $ 645.727.7793 0 212.224.9520 LIVE LOAD- 40 PSF V 143 Main Street Q 5 Columbus Circle,11th FI O HSS COLUMN PER PLANNyack,NY,10960 New York,NY,10019 TOTAL- 60 PSF ® drpilla.com WOOD JOIST .._..--..._..--------.._...------._.........._....._._........ _..._..__.............._............................... PARTITION WALL _-_.__...-...._._.._...._..._........_..._........__.___.._... TERRACE/DROPPED AREA PLAN NOTES: aPOST UP/ POST DOWN 1 CONTRACTOR TO VERIFY ALL DIMENSIONS WITH ARCHITECT PRIOR TO CONSTRUCTION ® ® BEAM MOMENT CONNECTION 2 STRUCTURAL PLANS ARE BASED ON ARCHITECTURAL DIMENSIONS.CONTRACTOR IS TO STEEL PLATE WELDED TO BEAM VERIFY ALL DIMENSIONS IN FIELD BELOW W/2"LONG J"FILLET WELD 3 ALL PARTITIONS ARE TO BE CONSTRUCTED AFTER @ 6"O.C.ALL AROUND FLOORS ABOVE AND BELOW ARE COMPLETED. PARTITION WALLS ARE NOT TO BE USED TO SUPPORT FRAMING. �5�'�� �� 4 BOTTOM OF MINIMUM 42CBEL W GRADEONCRETE SHALL BE ..... Q V-20K V=20K�........ V=20K..............__..... V=20K�......... ........................................................................ W _ ...................................................................._............................................................_.....__..........................=_........................................................_........._ _ _-. - ._—.—.—.—.—.—.—:.—.--.-.-.—................------ —:::-------::_:::.—::-:.—.-... _.,.... _:_:_,.::.- M=28K-RT .::--...::.:.::..:...,_:-:.,:::.__:::-_.:_::.:::. --::.—.:..—:.—.Y:.::::=M=19K-FI - 1v1 156 FT ❑ fi, 5 INDICATED FORCES ON MOMENT CONNECTIONS ARE Z _. __..._ ..-...- -._._....._.. _.. -_ ---...- ?...... W 12X26.:......................._.... LRFD a _ f U` v=20K v=20K—— ————— j a CANT. M=120K—FT M=120K—FT W14X68 11-7/8"TJI 360 16"O.C. � I — — — — — — i I J"x9I„LVL @ - ii� i 16 O.C. 3" 7.. j ,� (3)1 x11 g LVL i I W8X18 ! I i 11-7/8"TJI 360 N N 11-7/8"TJI 360 !i j @ 16"O.C. V. i' > 9-1/2"TJI 230 @ 16"O.C. 11-7/8"TJI 360 @ 16"O.C. `N� `N'�, j 11 7/8"TJI a 1-3/4x9-1/2"LVL @ 16"O.C. 360 @ 16"O.C. REVISIONS: o f 0 0 C:) (3)1 "x11 g"LVL o �o; �'] NO. DATE DESCRIPTION N N N N NCq N 11_7/8;_TJI 360 a 16"O.C. 3 "r Tm W8XI8 i { W12X19 'I 00 (O N ! , ........... it b 3C — i'N 00 ........ 3 _.._. 14X68.........................._�........ :::::::: ,.. : W14X26 _:.__.,.,,,..:_:_._-;_:__:___,_�_::_.._._:"_:::::__.:.____;__-_-_.___::_:_::_,__:::__�"_:;_:.-__:�._._.,._:__-._:__:.,_,.._.._.............. ..., CANT. '� W ^ 4 �J'J,� W12X26 d' CA j I W 14X26 _ = �; __......................_..............--_............._............_........,......................._..._...... ..... .... V 20k.. V 20K -- — — '' ;1 =32K-FT M=32K-FT N 11-7/8"TJI 360 11-7/8"TJI 360 1 3/4"x9 1/2"LVL @ 16"O.C. !I @ 16"off— ,. II z i....... n .... I! ,. , II I CANT. �g00� I I V=20K Jl li TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, VL V=20K V=20K __—_.- ,__--__...._ =c: _ _ J THE PLANS AND SPECIFICATIONS COMPLY WITH THE _ __ M=53K-FT M=53K—FT W 12X40 ! A APPLICABLE MINIMUM BUILDING CODES. -� THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL � G SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF DOMINICK R.PILLA ASSOCIATES.P.C. THE DOCUMENTS AND `y THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF DOMINICK R.PILLA ASSOCIATES,P.C. TERRACE BELOW PROJECT: cDONNELL RESIDENCE i 8100 HORTONS LANE .� SOUTHOLD,NY 9-1/2"TJI 23 11-7/8 TJI 360 16"O.C. I ! 11-7/8"TJI 36 @ 16°O.C. — @ 16"O.C. UPPER LEVEL FRAMING PLAN X00 I 5 ti �ti W12X26 '�- '� -.._.. SEAL AN W12X26 h c� _ _:_-;__._.:_:___�-::__::: D SIGNATURE; . 11 7 JL 360 , 5 �S _... . . ..... . _ ?@16"O. — — LOWERED ®f N E W y, W12X26 LOWERED '<� R1C}igRO __ .. U - .. o 'W12X26 :. _. _-.._:. _:_:._...._.: _ .._..—� . ! W12X26 s............._..... . .... . ... N CA 3 C11 C'4 074213 �w=a i 3 yN� ado 0 a.._....._._, 11-7/8"TJI 360 11-7/8"TJI 360 16"O.C. O E i o — r M V-20K 6 O.Q. =20K V-20K V=20K 'u �� M=15K—FT li =15K-FT M=15K-FT M--15K—FT > is y �` I @ 1 �'� r _. u :-':-:::-(._.".": =rfrt:a :=....:—..- ::-:_:_;,..._._r__ _. ...........___....._............................ _............_..._......._....:..._........._..._-__.,....,..,......_,..::::—::_......__.._...:__ — .—:.....-................._....._—......... .— W12X'26__...... _: ::L.. -: �� ............ ..... L°awERED- ............:::::Q::........ ss DOMINICK R. PILLA, P.E., R.A. .I, r W12X26 NY P.E.074213-1 NY R.A. 027028-1 : a i.. t.. ISSUE: FOR PERMIT L: :::.::::::......:.... ................_. . DATE: 06/18/2021 PROJECT NO.: 20-045 DRAWN/CHK BY: PH/MK/DRP SCALE: AS NOTED DWG NO.: ("A UPPER FLOOR FRAMING PLAN S- 103 - 00 SCALE: 1/4" = V-0" S-100 FRAMING PLANS I 50F 10 D" PELLA LEGEND LOADING CONSULTING ENGINEERS CMU WALL PER SCHEDULE ROOF((ii,)TERRACE) - DOMINICK R. PILLA ASSOCIATES- 845.727.7793 0 212.224.9520 STEEL BEAM ROOF LIVE- 40 PSF Q 143 Main Street Q 5 Columbus Circle,11th FI SNOW LOAD- 21 PSF Q HSS COLUMN PER PLAN DEAD LOAD- 40 PSF Nyack,NY,10960 New York,NY,10019 ® drpilla.com WOOD JOIST TOTAL- 80 PSF ...................................................I..................... ..........._......_.........................._........ PARTITION WALL a ? POST UP/ POST DOWN LOADING ® ® BEAM MOMENT CONNECTION ROOF(OUTSIDE TERRACE) ROOF LIVE- 20 PSF SNOW LOAD- 21 PSF DEAD LOAD- 40 PSF TOTAL- 61 PSF ����ti �,b , �,� PLAN NOTES: �g5 g� S 1 CONTRACTOR TO VERIFY ALL DIMENSIONS WITH V=20K v�oK ARCHITECT PRIOR TO CONSTRUCTION --- - ------ - --- _' -_- 1 M=iSK-FZ............................._......._.,::.............. ..:......::'.:... .... .:.:..::.:....'.............. _ x'....:., ,...... . ............................................. W 12X26 W 12X26 W 12X26 2 STRUCTURAL PLANS ARE BASED ON ARCHITECTURAL DIMENSIONS.CONTRACTOR IS TO ss VERIFY ALL DIMENSIONS IN FIELD i 3 ALL PARTITIONS ARE TO BE CONSTRUCTED AFTER FLOORS ABOVE AND BELOW ARE COMPLETED. !' PARTITION WALLS ARE NOT TO BE USED TO SUPPORT _. .- FRAMING. i ti 4 BOTTOM OF CONCRETE FOOTING SHALL BE TERRACE BELOW ROOF TERRACE i; SYN)~H.LAWN f 3 l MINIMUM 42"BELOW GRADE it 11-7/8"TJI 360 @ 16" 11-7/8"TJI 360 @ 16"O.C. ! — 11_7/8"TJI 360 @ 16"O.C. 11-7/8"T7I 360 16"O.C. O.C. it R ii I V=20K I i REVISIONS: )AI4 it Q 12X6 _,..:_,_ t NO. DATE DESCRIPTION ION N .................................... W 12X26 VV--20K M 15K FT i. i a . '— ?-_ i...._i. - li :r.._ ....I_... 6 TJI � 360 ii II r� 1 : I i.:..._ W 12X26W 12X26 , 1 . 1,. ! W 12X26 M 3 K-FT M=15K-Fr "ae SYNTH.LAWN 3 3 3 ' i 11-7/8"TJI 360 11-7/8"TJI 360 @ 16"O.C. 16"O.C. J' cb CANT. �g5 ij N n TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, V THE PLANS AND SPECIFICATIONS COMPLY WITH THE W 12X40 ii V=20K l � APPLICABLE MINIMUM BUILDING CODES. M=20K-FT o„ ll S THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF 3 (i DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND 6 ;Ill THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF DOMINICK R.PILLA ASSOCIATES,P.C. I r I PROJECT: l ZSOLARPANELS cDONNELL RESIDENCE � 8100 HORTONS LANE N N SOUTHOLD,NY l 11-7/s°TJI 11-7/8°TJI ROOF FRAMING PLAN — — — — 360 @ 16" 360 @ 161611 l I 1 .I h ti O.C. , ; O.C. i' ; SEAL AND SIGNATURE: I, -...... ... .... - ... , 1 q"X 1 1�'��LVL N F of NEWt.' W 12X26 W12X26- ii :,......._................_..............._.......................... ........._..._.. _....__..... .......:..... % is 3I1 11-7/8"TJI 362 16"O.C. l ROOF BELOW ��� 074213 ;I .I1 V=20K V=20K aFESS M=15K-FT W12X26 M=iSK-FT i Q DOMINICK R. PILLA, P.E., R.A. NY P.E.074213-1 NY R.A.027028-1 ISSUE: FOR PERMIT DATE: 06/18/2021 PROJECT NO.: 20-045 DRAWN/CHK BY: PH/MK/DRP SCALE: AS NOTED DWG NO.: K�A ROOF FRAMING PLAN S- 104 . 00 SCALE: 1/4" = V-0" S-100 FRAMING PLANS I 6°F 10 WALL P no In - JOINT FILLER JOINT USE PREMOLDED NFIL.LERPREMOLDED GRADE BEAM SCHEDULE • • ALLOW 7 DAYS BETWEEN REINFORCEMENT ' POURS OF SECTION'C' SEE DRAWINGS . $1 • XT X�-x-�-•xv-x. *�—k-�-*-�-x REINFORCING STIRRUPS AND EITHER'A'OR B'. ® CONSULTING ENGINEERS • . . x. ISOLATION ' ^X�X•- c-XX X—rX` ;N.• X•-�. MARK SIZE SECTIONS'A'&'B'MAY BE DOMINICK R PILLA ASSOCIATES"b x d" 2ND POUR B • POURED CONCURRENTLY ' JOINT (IJ) TOP BOTTOM MIDDLE SIZE SPACING - ATES- 15 MIL POLYETHYLENE -�I I I I-� H 311TYP N s 845.727.7793 8 212.224.9520 VAPOR BARRIER OUTSIDE CORNER BARS GB 1 24X24 4#6 4#6 - #3 @10" PROVIDE VOLCLAY NON-ORGANIC SAME SIZE AND SPACING WATERSTOP OR p 143 Main Street p s Columbus Circle,11th FI COMPACTED SUBGRADE SAWCUT OF SLAB DEPTH* 1.3 LD AS HORIZONTAL T/3 T/3 T/3 APPROVED EQUAL. Nyack,NY,10960 New York,NY.10019 JOINTS TO BE FILLED WITH REINFORCING • • _ ® drpilla.com INTERIOR SLAB CONTROL JOINT SEALANT CONST.JOINT LOCATED © + 'x- -X--x• -x, -x, �c —X-,—k : x�x SAW-CUT r BETWEEN cn MIDWAY BETWEEN • COLUMNS FIELD ` •' 1. TOP AND BOTTOM BEAM REINFORCING TO BE CONTINUOUS. LOCATION OF JOINTS ARE LAP 1.31d • . :a, POURS OF • .:..... . JOINT SC 4X4-W2.9X2.9 CENTERED IN SLAB, : .: p ( ) ?°,.. •a . : SECTION A & • • _ . "�' `• ` ' FOR REQUIRED LAP SPLICE LENGTHS SEE SCHEDULE ON S500 CHAIR TO INSURE PROPER = =i = = _ � ' °' ' .: � � � �� 1131AT ALL TIMES SUBJECT POSITION IN SLAB I I' 1=1 I -1 I-� 3"TYP ,`a TO ARCH.APPROVAL. N A 2. PLACE FIRST STIRRUP 2"FROM FACE OF SUPPORT.SPACE 1 ST POUR A MEADOW BURKE JOINT . :• K BALANCE OF TIES AS SCHEDULED.SPACES DESIGNATES KEY TO EXTEND FROM WALL 'rX�r�x X�X ! x . - - ' KEY OR EQUIVALENT -" NUMBER OF SPACES,NOT QUANTITY OF TIES. • • FOOTING TO UNDERSIDE O REINFORCEMENT — II 1 , • �, �-� OF FLOOR SLAB UNLESS SEE DRAWINGS T(=I —I T T �Il I -�—X ;X- ,X---X X•�-X �6.— x,. CONSTRUCTION 2"X4"KEYWAY A b OTHERWISE NOTED OR TOP BARS PER DETAILED ON DRAWINGS .. •s °a• .. a r? di NON-ORGANIC T-►i► 111=1 i 1-i JOINT (CJ) 3TYPICAL HORIZONTAL a SCHEDULE — Av— „TYP : ' COMPACTED SUBGRADE ' :" REINFORCING TYPE A TYPE B EXTERIOR SLAB ' TIES PER SCHEDULE ° NOTES: NOTES d A °. . NOTES: *PROVIDE SEALANT WHERE REQUIRED BY ARCHITECT. SAWCUT AS - 1. LENGTH OF POUR LIMITED TO 40'-0". -PROVIDE CONTROL JOINTS PER DETAIL 2 AT 16'-0"O.C.MAX. SOON AS POSSIBLE AFTER CONCRETE HARDENS. SAW CUTTING BOTTOM BARS ° M 2. CONSTRUCTION JOINT SHALL BE PLACED NO FARTHER THAN 10'-0"FROM ANY CORNER. COORDINATE JOINT LOCATIONS WITH ARCHITECT. MUST BE COMPLETE WITHIN 8 HRS AFTER CASTING. CORNERS INTERSECTIONS PER SCHEDULE 3"CL.FROM UNFORMED SIDES 3. USE OF JOINT TYPE'A'OR'B'IS AT CONTRACTOR'S OPTION. -SEE ARCHITECTURAL DRAWINGS FOR SLOPING 2"CLEAR FROM FORMED SIDES 4. FOR WATERPROOFING,SEE ARCHITECTURAL DRAWINGS. REQUIRIVIENTS AT EXTERIOR SLABS 5. FOLLOW ACI 224.3R 1 DETAIL-1 2 DETAIL-2 3 DETAIL-3 4 GRADE BEAM SCHEDULE 5 TYP. WALL CONSTRUCTION JOINT DETAIL TYPICAL SLAB ON GRADE DETAIL - SLAB ON GRADE CONTROL JOINTS _ TYPICAL SLAB ON GRADE DETAIL _ SCALE: 3/4" = 1'-0" _ SCALE: 3/4"=1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SLAB ON GRADE PER PLAN CONCRETE WALL SCHEDULE MARK WIDTH INTERIOR FACE EXTERIOR FACE REMARKS CONCRETE PILE CAP PER EXTEND DOWELS INTO PILE PER PLAN CAP.PROVIDE 900 HOOK AT VERTICAL HORIZONTAL VERTICAL HORIZONTAL END,TYPCIAL CW-1 10" #5 @ 12" #4 @ 12" #5 @ 12" #4 @ 12" (4)#5 BARS WITH CONCRETE GRADE BEAM PER PLAN 180°HOOK AT TOP WALL DOWEL TO MATCH SIZE V-611 1d REVISIONS: o. . d d ° a° ° • • AND SPACING NO. DATE DESCRIPTION d° d ° REINFORCEMENT OF VERTICAL d. d :.. .. d c d IN WALL PER °: REINFORCEMENT ° o d a ° A ° a d SCHEDULE d ° a ..d d d ° d a ° 2"X4"KEYWAY 4 4 ° ° e, ' .d ° ' d. °' ° A . ° d ° ° tl ° 74 PILECAP e. :!. °: a a d a °.' °: d . ° . . ,e ° :• dQ e REINFORCING • a. a. d° 'dn IZ v ° °. 4 A a° .4 .a TOP.PILE CAP PER SCHEDULE a:. ° a ° d. ° ° ' ° �° . a 4. °° d d as _ -2-0 ° °. . kf) d o g r d°. ° 1" THROUGH d 4 ° d a b . c ° d ° . d ° d d ° d d ° d ° d d° 6A . ..... ....... BOLT, d �� °` ° •� •.. • • b °• • TYPICAL ° d ° ° 'e 0.. .... ..._. PL.3/8X4X1'-1" a. ° ° ° ° d °. a d . . ° ;° . .d .• ' DOWELS TO MATCH GRADE (TYP.) ° ° ° ° :'° d ° 'd° BEAM LONGITUDINAL ° d d ° ° d a ° REINFORCING. TOP AND a ° BOTTOM OF GRADE BEAM STANDARD HOOK DETAILS d rL PILE AND 20 TON PLATE BOT.PILE CAP ° d ° ° DIMENSION ON AOor G DIMENSION I TIMBER PILE '4r"6 ° °` ° PILE CAP PER PLAN M ( ' 4 PILE AND db ~' db D 12d1b PLATE 20 TON TIMBER PILE, 4db OR— —* A or G SECTION 6A TYPICAL 2yrr MIN ' 1800 HOOK 900 HOOK RECOMMENDED END HOOKS,ALL GRADES TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, 6 TENSION PILE DETAIL '7 CONCRETE WALL ON PILE CAP g TYP. GRADE BEAM CONN. AT PILE CAP THE PLANS AND SPECIFICATIONS COMPLY WITH THE SCALE: 3/4"=1'-0" _ SCALE: 3/4" = 1'-0" _ SCALE: 3/4"=1'-0" BAR APPLICABLE MINIMUM BUILDING CODES. 180°HOOKS SIZE D THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL A or G J O SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND �� SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND #3 272" 5" 3" 6" SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND T-6" #4 3" 6° 4° g n THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER #5 3/4" 7" 5" 10" MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF DOMINICK R.PILLA ASSOCIATES,P.C. " n " 11-011 NOTE:DIMENSIONS CONCRETE #6 4Y2 PILE CAP SCHEDULE OF PILE CAPS ARE TO WALL DOWEL TO #7 5y" 10" 7" 1'-2„ PROJECT: DIMENSIONS REINFORCING BE ENLARGED AS MATCH SIZE „ M c D O N N E LL RESIDENCE #8 6 11 8 1 4 TYPE #OF PILES D A BARS B BARS REQUIRED TO ,. ..; AND SPACING s „ 8100 HORTONS LANE MATCH WIDTH OF REINFORCEMENT OF VERTICAL #9 9Y 1-3 IIY411 Y-7-1 SOUTHOLD,NY 5'-6" � / � / LONG SHORT • ADJACENT GRADE '• .; • REINFORCEMENT PCI 2 PER DETAIL 34" 8H#5 5H#5 BEAMS. IN WALL PER #10 10� 1-5 1-ly 1-10 SCHEDULE rr , rr , rr r , PC2 4 PER DETAIL 43" I1H#7 13H#7 #11 12" 1'-7" 1'-2%" 2"-0" CONCRETE DETAILS I 2"X4"KEYWAY 9"CL 9"CL GRADE BEAM °.: REINFORCING A MIN. LAP SPLICE LENGTH SCHEDULE TYP �` �\ Tom' NOTES: PER SCHEDULE •.: .�• 4 F c=4000 psi 0 0 0 0 0 0 0 0 a ` fc=4,000 psi fy=60,000 psi SEAL AND SIGNATURE: Fy=60 Icsi : — -. .... ....................... CI OF ° r, CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS NES BOTTOM STL. °. THAN DB,CLEAR COVER NOT LESS THAN db,AND BEAM STIRRUPS OR O y MINIMUM @ PILE DIAMETER= 10" ;o � a Y COLUMN TIES THROUGHOUT LD NOT LESS THAN CODE MINIMUM '�� �Et1CHgR� O SPACES @ 3'-0"O.C. '° d ° ° G 3'-0" 3'-0" 25 TON TIMBER PILES ° a - OR ALL REINFORCING BARS HAVE 180 N CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS aC PC-1: (2) PILES PC-2: (4) PILES DEGREES STANDARD HOOKS. ° THAN 2DB AND CLEAR COVER NOT LESS THAN db rn� ° M Bar size do Id Id(top bar) 1.3*1d 1.3*ld(top) ltd 074213 <fi? BOT.GREAD BEAMot #4 0.500 19 25 25 32 �FEffiffi1P4��� -4'-6 #5 0.625 24 31 31 410 ' 9 PILE SCHEDULE #6 0.750 28 37 37 4� DOMINICK R. PILLA, P.E., R.A. NY P.E.074213-1 NY R.A.027028-1 • _ SCALE: 1/2" = 1'-0" #7 0.875 42 54 54 7(0 &J #8 1.000 47 62 62 8(0 ISSUE: FOR PERMIT #9 1.128 54 70 70 9(0 DATE: 06/11/2021 #10 1.270 60 78 78 102 PROJECT NO.: 20-045 ('10 CONCRETE WALL ON GRADE BEAM #11 1.410 67 87 87 113 DRAwN/cHK BY: PH/MK/DRP SCALE: 3/411 — 1 -0 SCALE: AS NOTED Other cases DWG NO.: Bar size do Id Id(top bar) 1.3*ld 1.3*ld(top) #4 0.500 28 37 37 418 S-200 . 00 - #5 0.625 36 46 46 610 #6 0.750 43 55 55 72 I 7 OF 10 5-200 CONCRETE DETAILS #7 0.875 62 81 81 1015 #8 1.000 71 92 92 120 #9 1.128 80 104 104 1316 #10 1.270 90 117 117 153 #11 1.410 100 130 130 170 0 L L CONSULTING ENGINEERS (2)#5x5'-0"LONG DIAGONAL LINTEL REINFORCING: — DOMINICK R. PILLA ASSOCIATES— AT CENTER OF WALL AT (2)#6 FOR OPENINGS LESS THAN 5'-0" EACH CORNER,TYPICAL id (2)#7 FOR OPENINGS 5'-1"TO T-0" TYP.SE ESC DULE S 845.7227793 S 212.224.9520 Q 143 Main Street Q 5 Columbus Circle,11th FI TOP OF WALL U BARS TO Nyack,NY,10960 New York,NY,10019 MATCH WALL ® drpilla.com WHERE EXTENSION EQUAL TO REINFORCING DEVELOPMENT LENGTH IS NOT }' POSSIBLE,EXTEND BAR AS FAR AS POSSIBLE&PROVIDE STANDARD HOOK.TYPICAL. TYPICAL WALL (2)#5 REINFORCING LINTEL REINFORCING W STANDARD HOOK AT ENDS OF Q ALL BARS INTERRUPTED BY OPENING LINTEL AND U FLOOR LINE w (2)#5 NOTE: TOP OF WALL r" tiWALL SEE ELEVATION OR DETAIL FOR TYPICAL WALL REINFORCING Id 7 s�v � •s s STANDARD HOOK WHERE EMBEDMENT EQUAL TO DEVELOPMENT LENGTH IS NOT r >• POSSIBLE,OR ADHESIVE ANCHOR PER SCHEDULE AT(E)CONSTRUCTION (2)#5 MIN. ELEVATION PLAN - JAMB NOTES: OR END WALL 1. FOR WALLS WITH DOUBLE LAYERS OR REINFORCING,JAMB BARS AND CORNER BARS SHALL BE PLACE AT EACH FACE RATHER THAN AT WALL 4 REVISIONS: 2. EXTEND JAMB BARS FLOOR TO FLOOR,OR FLOOR TO ROOF. NO, DATE DESCRIPTION 1 TYPICAL MINIMUM REINFORCING AT CONCRETE WALL OPENINGS TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF DOMINICK R.PILLA ASSOCIATES,P.C. PROJECT: cDONNELL RESIDENCE 8100 HORTONS LANE SOUTHOLD,NY CONCRETE DETAILS II SEAL AND SIGNATURE: CF NEyr y \�KRICHARD o CO 4 aC 074213 ti DOMINICK R. PILLA,P.E.,R.A. NY P.E.074213-1 NY R.A.027028-1 ISSUE: FOR PERMIT DATE: 07/06/2021 PROJECT NO.: 20-045 DRAWN/CHK BY: PH/MK/DRP SCALE: AS NOTED DWG NO.: S-201 . 00 S-200 CONCRETE DETAILS ( 8 OF 10 %a"-O A325,TYP. %"-O A325,TYP. HSS POST PER PLAN • MINIMUM NO.OF DL. ' PILLA WF BEAM BOLT CONSULTING ENGINEERS I _ SIZE ROWS TOP PLATE PER DESIGN TYP - DOMINICK R. PILLA ASSOCIATES- TOPPLATE PER DESIGN �" I I �` '" W10 2 S 845.727.7793 $ 212.224.9520 W-BEAM PER PLAN Iy" V 143 Main street Q 5 Columbus Circle,11th FI W-BEAM PER PLAN I ® ® s/"O A325-N SEE W12 W14 3 Nyack,NY,10960 New York,NY,10019 I � SCHEDULE FOR I M W16 4 ® drpilla.com Y811 PL TYP y QUANTITIES OD 0 d O I O (4)%"O A325-N TYP w I W 18 5 TYP* j 8"FULL STIFFENERFLI S d W21 6 dph EACH SIDE,TYP POST PER PLAN HSS COLUMN PER ( WF BEAM PER PLAN II II 12"MIN.FROM COPED PLAN ( II II E • EQ EDGE OF BEAM TO CENTER HSS COLUMN PER I I SINGLE SHEAR PLATE I SINGLE SHEAR PLATE I I CONNECTION I CONNECTION II II OF NEAREST BOLT PLAN 1Y2"MIN.FROM END OF WF BEAM PER PLAN. USECONNECTION SIMILAR BEAM TO ROW OF BOLTS COPE AS REQD BOTTOM PLATE PER I BOTTOM PLATE PER DESIGN CONNECTION FOR /8" DESIGN I I I POST BELOW BEAM (2)L4x4x (IF ANY) SUPPORTING GIRDER 2 TYP HSS POST TO WF BEAM CONN 3 TYP WF TO WF CONN SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" ('JA'� W-BEAM TO HSS MOMENT CONNECTION I i B W-BEAM TO HSS MOMENT CONNECTION I SCALE: 1"=1'-0" _ SCALE: 1"=1'-0" NOTE: DELEGATED ENGINEER TO DESIGN MOMENT CONNECTIONS FOR FORCES SHOWN ON PLAN MOMENT CONNECTION DESIGN PER I I ALIGN FORCES INDICATED ON PLAN T.O.BM HSS COL PER PLAN q COLUMN FIN.FL LEVEL II CANT.BEAM I BEARINGREDUCE --- ---- U PER PLAN 1"M1N NON- SHRINK Y4 SHRINK GROUT a -�- 3 SIDES I _. _....._.._..._.. .... EA.FACECONC.WAL d e 4"O HILTI RE-500 ADHESIVE REVISIONS: PER PLAN ��j ANCHOR W/6 "EMBEDMENT NO. DATE DESCRIPTION UluFULL g"PLATE EACH �4X"' 4� Q/z TYPICAL. STAGGER FASTENERS 1� SIDE OF WALL I�_p�� ON EACH SIDE OF WALL 1" 1� 3 1� STIFFENER VERTICALLY AND 1" HORIZONTALLY TYP.COL PL I I HSS COLUMN PER PLAN w 5" MOMENT CONNECTION DESIGN PER O ALIGN FORCES INDICATED ON PLANPL 3/" U T.O.BM TYP. 1.. I 3y" 356 a I I 1Y2„ BEAM PER PLAN I 4"O Inn RE-500 ! SHEAR PL.BOLT PER � SCHEDULE 10�........... ___........__ ADHESIVE ANCHOR W/6 a Q I I EMBEDMENT,TYPICAL. WW CANT.BEAM STAGGER FASTENERS ON U PER PLAN I I 4 OF COL IN EACH SIDE OF WALL 1" i W I I VERTICALLY AND 1" C,, ____. ; __.-. HORIZONTALLY w I HSS COL PER PLAN _ BEARING PLATE PER IUWUWSCHEDULE CONCRETE WALL 1�" 3" 1�" I TOP VIEW BASE PLATE PERPLAN WELDED CONNECTION 177-7-7,0 AS REQUIRED WF BEAM PER PLAN X4l. ('6 TYPICAL HSS COL. ON CONC. WALL CONN. TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. SCALE: I"=1'-0" THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL 4 CANT. W BEAM MOMENT CONN. 5 INTERSECTION OF WF & HSS CONN. SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF SCALE: 7–1/2" — 1 –O" SCALE: 1–1/2" — 1 t–O" DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND 1 1 1 S 1 1 BEAMICOLUMN BEARING PLATE SCHEDULE THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR SHEAR CONN. SEE 2/S700 FLOOR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER (INCH DEPTH PARALLEL TO BEAM-(/INCH THICKNESS-//INCH MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF MEMBER WIDTH-(INCH) ( BEAM-(INCH)) l ) MEMBER TYPE DOMINICK R.PILLA ASSOCIATES,P.C. W 12X26 8.00 6.00 5/8 BEAM PROJECT: W12X30 8.00 6.00 5/8 BEAM McDONNELL RESIDENCE W12X40 8.00 6.00 5/8 BEAM 8100 HORTONS LANE W 14X68 10.00 10.00 1 BEAM SOUTHOLD,NY PL.XX10X0'-5" 51f W 16X50 10.00 10.00 1 BEAM Y2 MAIN LEVEL HSS5X5XI/4 10.00 12.00 11/8 COLUMN STEEL DETAILS 45 1 " 1 " HSS6X6X1/2 10.00 12.00 1 3/8 COLUMN HSS7X7X1/2 10.00 12.00 3/4 COLUMN � HSS8X8X1/2 10.00 12.00 7/8 COLUMN SEAL AND SIGNATURE; 10%" HSS I OX6X I/2 10.00 12.00 7/8 COLUMN .. ..••. HSS10X6X5/8 10.00 12.00 3/4 COLUMN �pF New yo (4)%"O A-325 TC BOLT,TYP. TOP VIEW: C*3 oFttCMq RpA 0 y. sw K HSS COLUMN,SEE PLAN PL.yX10X0'-5" I I s°FULL STIFFENER 811 FULL EA.SIDE(TYP.) 4 * ` ��t�° 074213 ��C? X >_ (4)%"O A-325 TC BOLT,TYP. I I V EA.SIDE(TYP.) i/aOFEBl�� 3 SIDES ly" BEAM,SEE PLAN I I i/a (TYP-) " r /,I— ALL BEAMS MUST BEAR DOMINICK R. W-BEAM PER PLAN W-BEAM PER PLAN A 1\�IINIMiJM LENGTH PER NY P E.074213-1��NYER A.027028-1 SCHEDULE 2"MIN TYP ISSUE: FOR PERMI mar PROJECT NO.:tA .1 1 DATE: 07/06/2021 (4) 3/4"Q1 F1554 ANCHOR BOLTS BEARING PL PER - 9„EMB MINBEARING PL PER ap DRAWN/CHK BY: PH/MK/DRP SCHEDULE ___ -_ SCHEDULE 1"MIN NON-SHRINK a 1"MIN NON-SHRINK SCALE: AS NOTED GROUT BEARING PL GROUT d Q DWG NO.: PER d Y2"STIFFENER PL. I I ANCHOR BOLTS SCHEDULE ANCHOR BOLTS (4)%"O A-325 TC BOLT,TYP. I I (TYP-) SEE OS-400 . 00 PL.yX1OXO'-5" I I CONC.WALL PER 4 AND LO CANFORSIZE CONC.WALL PE HSS COLUMN,SEE PLAN PLAN PLAN /a S-400 STEEL DETAILS g oF10 CONTINUOUS BEAM CONN. AT COL. 8A WF BEAM TO BEARING WALL CONN. 86WF BEAM TO BEARING WALL CONN. SCALE: I"=1'-0" ��j SCALE: 1-1/2" = F-0" SCALE: 1-1/2" = I'-0" WF PERPENDICULAR TO WALL WF PARALLEL TO WALL 4'-0"MIN PANEL ATTACH DECK TO 2Y92"THICK JOIST HANGER SCHEDULE LENGTH INTERMEDIATE STRUCTURAL CONNECTOR FASTENERS INTO FASTENERS INTO SUPPORT @ 12" PLYWOOD PANELS JOISTBEAM HEADER/GIRDER SIMPSON HANGER JOIST TOP PLATE FASTENERS INTO HEADER O.C. WITH 2 CONSULTING ENGINEERS RATING 2"FILLET WELD(SIZE - DOMINICK R. PILLA ASSOCIATES- 2'-0"MIN.PANEL _ _ 117/8"TJI 360 W-BEAM BA2.25/11.88(MAX.) (24)0.162x3 1/2" - MATCH HANGER THK.) WIDTH I I '� I ( I I I EACH SIDE OF BOTH TABS ATTACH PANELS 845.7277793 S 212.224.9520 TO EACH JOIST Q 143 Main Street Q 5 Columbus Circle,11th FI .. 2"FILLET WELD(SIZE Nyack,NY,10960 New York,NY,10019 1/2"FROM EDGE 1 3/4x9 1/2"LVL W-BEAM BA1.81/9.5(MAX.) (8)0.148x1 1/2" - MATCH HANGER THK.) (D drpilla.com I III I I I I I I USING EACH SIDE OF BOTH TABS I I I I I I I BOUNDARY I I I I I I I I SPACING PER SCHEDULE I I I I I I I I I I I xx x x_ x x Xx T_ T— -TI I I I I I WHEN REQUIRED ATTACH DECK TO I I I ( I I ( I I I I PER SCHEDULE BOUNDARY EDGE I I I I I I I I I I I PROVIDE 2x4 SOLID SUPPORTS PER I I I I I I I I I I BLOCKING LAID FLAT BETWEEN SCHEDULED SPACINGx xI I """" I JOISTS. ATTACH PLYWOOD TO W-SECTION,SEE PLAN I II I ' I I I I BLOCKING USING FOR SIZE I ( I I I I I I EDGE SPACING 2X NAILER I I I I I I I I ALL PANELS TO13<1 I I I PLYWOOD SUB-FLOOR PER I I SPAN PERPEND. I I I I I I PLANS TO JOIST I I I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I PLYWOOD I ( ISUB-FLOOR,PER PLAN JOIST HANGER JOIST PER PLAN SEE SCHEDULE I I I i I I i I i I I I FOR TYPE HEADER/GIRDER BUT PANELS AT (SUPPORTING JOIST FASTEN MEMBER),PER PLAN AND PROVIDE SUB-FLOOR SCHEDULE STAGGERED �L SOLID BLOCKING, EDGE SCREW PANEL SCREW FASTENER SPACING BLOCKING PROVIDE FULL BEARING PER SCHEDULES FLOOR THICKNESS SIZE REQUIREMENT ON BOTTOM FLANGE BOUNDRY EDGE SIMPSON HANGER, JOIST/BEAM SPACING YES OR NO %"0 THROUGH BOLT PER SCHEDULE MEMBER),PER AN G LOWER FL, STAGGERED AT 16"O.C. MAIN FL, 3/4" 8d @4"O.C. @4"O.C. NO ROOF REVISIONS: 1 DETAIL-1 2 DETAIL-2 3 DETAIL-3 NO. DATE DESCRIPTION TYPICAL SUBFLOOR ATTACHMENT DETAIL - TYPICAL HANGER TO WF CONNECTION - TYPICAL HANGER DETAIL SCALE: NOT TO SCALE SCALE: 1"=1'-0" GROUT POCKET SOLID 2" PLYWOOD SUB-FLOOR NAIL PER SCHEDULE a . 9 Id _ •♦ Qd I � I a s"0 THREADED NEW WOOD JOIST •♦ ROD @ 16"O.C. TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, THEOR HEADER PER a ♦m'' '• APP( SPECIFICATIONSLANS AND Y WITH THE CABLE M W MUMBUILDING CODES` PLAN • " EXISTING OR NEW THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL .: °, JOIST,PER PLAN SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND SLEEVE END OF A. a SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND t SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF JOIST TO PREVENT . ' < DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND CONTACT WITH R CONCRETE THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR n. REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER CONCRETE ° '"�' • WALL MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF .- ♦ a .. DOMINICK R.PILLA ASSOCIATES,P.C. SHIM OR PROVIDE • " ! ` PROJECT: LEVELING VEINOUT 411 MIN McDONNELL RESIDENCE AS REQUIRED BEARING 8100 HORTONS LANE SOUTHOLD,NY 5 SECTION FRAMING DETAILS 4 r['YP. WOOD JOIST POCKET DETAIL - WOOD FRAMING TO WIDE FLANGE BEAM AT EXISTING WALL SCALE: 1"=1'-0" SCALE: V = F-O" SEAL AND SIGNATURE: O¢ N@`y y C-3 �+,c►�oO ° E a �0 074213 4i?b �F'Effi�la�� DOMINICK R. PILLA,P.E., R.A. NY P.E.074213-1 NY R.A.027028-1 ISSUE: FOR PERMIT DATE: 07/06/2021 PROJECT NO.: 20-045 DRAWN/CHK BY: PH/MK/DRP SCALE: AS NOTED DWG NO.: S-500 . 00 5-800 FRAMING DETAILS I 10 OF 10 x