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HomeMy WebLinkAbout49973-Z " TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY �ad 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#: 49973 Date: 10/31/2023 Permission is hereby granted to: re Dist Cutchocue FimITITITITITmITITITITITmmmmm __.......... . __..�.................. _ a.........._.....m _. 260 New Suffolk Rd Cutch., ogue, NY 119352037 To: Demolish an existing commercial firehouse and construct a new two story commercial firehouse as applied for per ZBA and SCHD approvals. Additional certifications will be required. At premises located at: 260 New Suffolk Rd Cutchogue _ _ ..... ...... ..... ... ................ . ......... SCTM # 473889 Sec/Block/Lot# 102.-6-5 . Pursuant to application dated 9/7/2023ITmmmm and approved by the Building Inspector. To expire on 5/1/2025. Fees: Total: _ $0.00 6......__ . ....... � ..... — _�.. ....... Building Inspector ria TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 1Itt ://WW .Sout�hoicit �vnny. oLv Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only k A PERMIT NO. Building Inspectar; SEPI 7 - Applications and forms must be filled out in their entirety.Incomplete i11.. !N('V X14 •1% h Applicant is not the owner,an ce ted. Where the ,.-w_ will not be ac , applications P PP 3'O � �o Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S) OF PROPERTY: Name:Cutchogue Fire District SCTM#1000-102-6-5 Project Address 260 New Suffolk Rd. - Cutchogue, NY 11953 Phone#:631-734-6907 Email:cutfd@optonline.net Mailing Address:260 New Suffolk Rd. - Cutchogue, NY 11953 CONTACT PERSON: Name:Commissioner Michael Finnican Mailing Address:260 New Suffolk Rd. - Cutchogue, NY 11953 Phone#:631-680-5203 Email:mef211 @yahoo.com DESIGN PROFESSIONAL INFORMATION: Name:Ray Nemschick, RA - Nemschick Silverman Architects Mailing Address:66 E. Main Street - Patchogue, NY 11772 Phone#:631-563-2130 Email:r.nemschick@nsarchitects.com CONTRACTOR INFORMATION: Name:Derek Knatz - Park East Construction Corp. Mailing Address:266 E. Jericho Turnpike - Huntington Station, NY 11746 Phone#:631-872-8856 Email:DKantz@parkeastconstruction.com DESCRIPTION OF PROPOSED CONSTRUCTION iNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $10,000,000 Will the lot be re-graded? *Yes ❑No Will excess fill be removed from premises? @Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Cutchogue Fire Department Intended use of property:No Change Zone or use district in which premises is situated:.. Are there any covenants and restrictions with respect to HB this property? LOYes El No IF YES, PROVIDE A COPY. @ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by chapter 236 of'the Town Code. 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,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing cucie and regulations and to admit a4hotlwti inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable,as a CI'"5 A misdemeanor pursuant aD Section'2Yd.dS of the New York State Penal Law. Application Submitted By(print name): Ray Nemschick - RA ®Authorized Agent ❑Owner Signature of Applicant: Date: r r STATE OF NEW YORK) SS: COUNTY OF ) Ray Nemschick - RA being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent & Architect (Contractor, Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of �24 E. SILVERMAIy Nola Public,State of New York eq.No.01 S14977025 oua44ied in Suffolk Count PROPERTY OWNER AUTHORIZATION commission Explres�lanuary�, 0:, (Where the applicant is not the owner) Commissioner Michael Finnican I, residing at do hereby authorize Ray Nemschick - RA to apply on my b f o t Town of Southold Building Department for approval as described herein.. Ow nature Date IIMAV.1.. raNbl�j Print Owner's Name 2 Building Department Application AUTHOZATION (Where the Applicant is not the Owner) Commisioner Michael Finnican - Cutcho ue Fire District 60 Neww, Suffolk Rd' I 9 residing at ..... ............. (Print property owner's name) (Mailing Address) Cutchogue, NY 11953 do hereby authorize Ray Nemschick RA (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) X144�1 r) (Print Owner's Name) LZ �'7C'���]E�I��I[\SVA\�C']E]E� Scott A. Russell SUPERVISOR MA,NA,G IEI� IEI� JL SOUTHOLD TOWN HALL-P.O.Box 1179 O V *° Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 , CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: ��" _ Date: F Contact Inforn�i ion: I IG-Mad R telephone Numhei) w Pro ert Address / Location of Construction Site: �I S.C.T.M. # 1000 District �vv Section Block Lot mm........_m TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit ! Pe u,i"ed P Project does Not Discharge to Waters of the State. ired - Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit - Area of Disturbance is Greater than I Acre & Storm-�'vaRunoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York THE APPI JCANT MUST OBTAIN a S.P.D.E.S. Pe- imit '11111".11JI11h the Southold Town Emneei in De arta erne Prior to Issuance of a.Buildin Permit. Date: Reviewed By: P:1R NV4 CmFp-TC1C nrtnhpi- qn i ci �- _ mow.-.. II BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Lactation: � `0e JR Eric Dantes � a � � � Town Annex/First Floor, Robert Lehnert,Jr. A �d� r 54375 Main Road (at Youngs Avenue) Nicholas Planamento ti ' '��, Southold,NY 11971 RECEIVED 111tp://S0utholdtoNvt°ny.gov iAPPEALS ,y INBAER F A�����z� r�� �L.iu� pa I.f0l) 7'65-1809 Southold'town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 20,2022 ZBA FILE: #7693 NAME OF APPLICANT: Cutchogue Fire District PROPERTY LOCATION: 260 New Suffolk Road, Cutchogue, NY SCTM: 1000-102-6-5 t 'I ) : The Southold Town Zoning Board of Appeals pur�;ti ant to the State Envir(mmental Quality R Review Act (SEQRA) declared itself Lead Agency in regards to the application or the Cutchogue Fire Department located at 260"New Suffolk Road, Cutchogue, NY, SCTM: 1000-102-6-5 and adopted its findings on August 18,2022, finding that the application of the Cutchogue Fire Department. is classified as an Unlisted Action pursuant to SEQR.A RUIes and regulations and authorized the preparation of Notice of"'Negative Declaration pursuant to SEQRA for the aforementioned project. On September 'L„ 2022, the Southold Town Zoning Board of Appeals, by resolution, accepter', the hoard's State Environmental Quality Review Act determination, elated July 13, 2022 and revised August :a, 2022, that this Action will not have a significant adverse impact on the environment and Granted a Negative Declaration. 5U1"FOLK_( L.�1 COC N l a� AD1��1 N- 151 RA 11 1, 01G L: 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 June 24, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DE I"ERMINA` ION.-The relief,permit,or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PRROPER I"Y F�S1'MCB IP1a10I .- The subject, non-conforming, irregular-shaped, 19,697 square feet, .4522 acre parcel located in the HB (Hamlet Business) District measures 172.68 feet along New Suffolk Road (also known as C.R. 26),then runs west, along an easement on the adjacent commercial parcel, 55.26 feet,then erns north 26.67 feet,through the same easement and along two commercially developed parcels, and continues west 3 7.8 7 feet along the same neighbor,then runs south, 10.00 feet and continues southwest 65.00 feet along a third commercially developed parcel,then runs south along a slight curvature 38.00 feet, 55.64 feet, and continues 50.10 feet along two additional commercially developed parcels and returns 100.00 feet to the roadway. The subject parcel is improved with a fire house consisting of an assemblage of buildings, including a two-story brick building attached to two single-story masonry buildings, a two- story brick and stucco building and a single-story brick and stucco building; exterior basement stairwell access; an asphalt driveway; substantial asphalt paving; various drywells; refrigeration equipment; exterior Page 2 October 20,2022 #7693 Cutchogue Fire District SCTM No. 1000-102-6-5 above-ground oil tank; a brick cooking grill; electrical 'hot box'; wellhead; small shed; radio antennae and limited lawn areas as shown on the survey prcptired by Gregory S. Gallas, Licensed Professional Land Surveyor, and dated February 9, 2022. -46 and Building , $LS_Q) UP 1� : eofuDisapprovaulubased rrltspector'sMay11, 2022Notion art application For a perinit dernolish (as, per Town Code Definition) and reconstntct as firelIOUSe; l) located less than tile code required riflnimurn front yard setback of 25 feet; 2) located less than the code required miniinuni rear yard setback of'25 feet; 3) ) more than the code permitted maxil'TILIM lot coverage of 40%; 4) less than the code required rninimuni landscape area of 25%; at: 260 New Suffolk Road, Ctitchogue,NY, SCTM No. 1000-102-6-5. REI.J1`,FR[jL)ILL 'LQ: "T"he applicant requests six(6) variances, including: reduced front yard setback of s 8.5 ft,et where the Code reclidres a minimum front-yard setback of 15 feet; reduced Ingle-side yard setback (,,,)f 8.63 feet where the Code requires as Minimum single-side yard setback of 10 feet, reduced combined Side-yard setback of 22,63) feet where the Code requires a minimum combined side yard' setback of'2,5 feet; reduced rear-yard setback of 9,6 feet where the Code requires a mininiurn rear-yard setback of 25 feet; excessive lot covet-age of'55,30(, where the Code limits, lot coverage t() a maximurn of 40%; alld reduced landscape area of 14.4% where the code requires a minirritim landscape area of 25%, in order to demolish (as per Town Code defilliti0n) an existing tw\�O_story 11rehotise and basement with a rootpi:int of' approxiinately 9,903 square feet and rec(,,)nstrLict in its place a two-story, multi bay Firehokise and no basenient with a footprint of appi'oxiniately 10,772 square feet including a radio-room dispatch bay window. ADDITIONAI, NEQ-9AIAVit N: No member of the public or immediate neighbor spoke in favor of or against this application. The applicant owns [fie parcet immediately across New Suffolk Road from the subject parcel. The second site is known as SCTM No. 1000-102-6-11.1 and is approximately 122,240 square feet or 2.8062 acres. The parcel is presently partially paved with asphalt and used for parking and is also improved with a variety of service buildings. There is extensive lawn and landscape areas. The Subject parcel is covered by the following Certificates of Occupancy: • Z-3219 dated May 21, 1968 covering a fire house (public building) • Z-5795 dated February 14, 1974 covering a municipal firehouse with addition • Z-7301 dated October 15, 1976 covering a public building firehouse with addition • Z-20405 dated December 11, 1991 covering an addition to an existing firehouse • Z-35710 dated May 24, 2012 covering upgraded fire system in firehouse kitchen The original firehouse dates from 1928 and has been in continuous use. The applicant will maintain in its current state, as part of the site's redevelopment,the 1991 two-story brick structure on the southern end of the property and incorporate it into the proposed new, multi-bay,two-story brick, steel frame non-conibustible, firehouse. The additions to the noilh of the 1991 struen.tre, including, all ,vood-franie buildings,, will be demolished and the basement underneath will be filed in. The applicant does not propose a basement in the new structure. A dispatch window, on the ground floor front fagade is Page 3 October 20,2022 #7693 Cutchogue Fire District SCTM No. 1000-102-6-5 incorporated into the design to allow clear sightline for fire engine and truck access to the proposed deeper truck brays, accommodating larger and longer equipment. Pursuant to Article X, Section 280-45A(3) the Town of Southold Planning Board Site Plan approval is not required for the proposed action. The applicant provided a site plan and architectural plans, including first and second floor plan and front elevation drawer by Raymond W. Nenaschick, Registered Architect, labeled PP-1, A-1, A-2, and A-3, and dated February 9,2022. These plans include a Site Data table illustrating Town of S()uthold zoning requimniea'a'ts, existing conditions„ including six noir-coral"o�r`raairrg improvernents: an existing front yard setiaack of 1. 1.5 leets an existing ;side yard setback of 8.63 feet, ar'r existing eonabined side yard setback of 22.63 1"eet, ail existing rear yard setback of 15.6 feet, a landscrape area of.8.8`M) and existing lot coverage of 50.9%); and proposed conditions, including rata change to ail existing side yard setback of 8.1.4 feet and no change to the combined side yard setback of 22.14 feet. Four proposed changes to existing conditions include: as front yard setback of 8.5 feet to accommodate the Radio Room/ Dispatch Bay wiredraw for increased sightliness a reduced rear yard setback of9.63 feet to accommodate decrier building depth for increase garage bay storage of equipment, wail increase in landscape arca of14.^45,10 from the pre-existing amount and an increases in overall Bot coverage of 55.30x`0 triggered by the proposed reconstruction. The purpose of tyre demolition and reconstruction of the firehouse is to bring it into better ccrnff'ornaity with modern firefighting, dispatch and first responder needs. In addition to creating better flow for quicker response tirraes, tine new flloorplan will include deeper garage bays to accommodate longer fire suppression equipment; and trucks and a Radio Room with a bay wrndr:rw, allowing increased sightlines, The proposed second floor includes a variety ofo i"ices for volunteer, staff and officers,cornIalunity roarrn(s),a Lounge and small dormitory. A Bond Vote, authorizing the proposed demolition and reconstruction of the firehouse, was ratified by the Cutchogue Fire District. 1 1NDGmNC;i f) F, 4 1m/ RFAS0.,i_ .,EC)R 130 ARD A ] lf:'� The Zoning Board of Appeals held a public hearing on this application on October 6,2022 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 fallowing facts to be true and relevant and tnakes the following findings: 1. Town Law '267-b 3 b ''I . Grant of the variances will not produce an undesirable change in tile character of tlae neighborhood or a detriment to nearby properties, Adjacent properties are primarily business uses with related parking areas. The proposed fire station will replace parr existing firehouse that has stood at this location since 1928, While the building was Substantially increased in size over the past century, the anew firehouse will be Sir(10a1° in fraotprint size, height and nrassrra;g. other than a cohesive Canal uniform new f°:agade design, few members of tlre public or passersby will notice any change to the streetscape. 2. Town : air ° "267�b 3" b' '"2' ., The benefit sought by the applicant cannot be achieved by some method, feasible 'for the applicant to pursue, other than an area variance. The current firehouse, other than the addition built in !991 (south side of subject parcel, two-story brick building) which is proposed to remain Page 4 October 20,2022 #7693 Cutchogue Fire District SCTM No. 1000-102-6-5 and be incorporated into the new structure does not ineet niodern and ctirrent fjj'erjgjjtjng need5. The structure is wood frame, deteriorated and in need of substantial repair. Renovating an existing and inferior structure and attempting to add a second story to it, will be costly and w4hout the beilefit of ekirrelit, steel frame non-combustible construction, nor will it function in the same way as a new building. , 3. own .,aw '2 67-L)L3LbjQj. The variances granted herein are mathematically substantial, representing TJ 56.6"?/6-relief f"rorn tile code relative to a reduced front yard setback, 86.3% relief frown the code relative to a reduced single side yard setback, 90.5% relief from the code relative to a combined side yard setback, 38.4% relief from the code relative to a reduced rear yard setback, 15.3% relative to excessive lot coverage and 10.6% relief from the code relative to reduced landscape area. 1-lowever, the original structure's front yard setback is 11.5 feet and die applicant proposes to maintain that except for a small, bay window addition to the front fagade, acconiniodating a Radio Room Dispatch office that will allow clear sighthiles to the variOUS garage truck bays, `fhe applicant also proposes to maintain tile pre-existing non-conforming side yard and combined side yard setNicks as part of the redevelopment of the site, 1-lowever, they propose to expand the building's deptl), thereby reducing a pre-existing non-confornling rear yard setback to better acconlniodate the storage of firefighting equiptilent and trucks in deeper/longer bays,. As a result of the proposed design changes to the building, the non-confibrilling lot coverage will be increased, but the existing non-conforming landscape area will be increased and therl"ore more code confornling, 4. 'Town 1,,,qlv§267-b(31(11b)(4). No evidence has been submitted to suggest that a variance in dais residential C01,71111tinity will have an adverse in1pact on the physical or environniental conditions in the neighborhood. The applicant niust conqfly with Chapter 236 of I tile Town's Storm Water Management Code and the visual - Inipact will be largely the Sallie as the existing fitchc)use. Z:� 5. Town J,avv, '267-h(3)fib)(5) T lie diff"ICLdly has not been self-created. The property was originally developed iicarly one-hUndred years ago, long before current zoning was in place,and has consistently been used as a firehouse,a benefit to tile,entire cot"I'll mlit),% 6.Town 1,qW k2§6�7-b. Grant ofthe requested relief is the minimum action necessary and adequate to enable the applicant to eliJoy the benefit of reconstructed firehouse with a non-conforming front yard setback, single-side yard Setback, combined side-yard setback, rear-yard setback, excessive lot coverage, and non- ccinforming, landscape area, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Chairperson Weisman, seconded by Member Planamento and duly carried, to GRANT' the variances as applied for, and shown on the site plan and architectural plans, including first and second floor plan and front elevation drawn by Raymond W.Nemschick, Registered Architect, labeled PP-1, A-1, A-2, and A-3, and last revised J Line 9, 2022. This approval shall not be deemed e .f ,ji,etive until the required conditions have been met.At the discretion of the Board oJ'Al�l)eals,fitilure to comp�v svith the abuve conditions may render this decision mall and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issited. Page 5 October 20,2022 #7693 Cutchogue Fire District SCTM No. 1000-102-6-5 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. Any,e1eviationftom the scar vcy� site plan andlor architectural ch-owings cited in this decision ivill result in delqys andlor a possible denial bg the BuildinDeportment ol a bidleting permit, and inqy require a new 9 application wand public hec'ming belbre the Zoning Board Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or SUrV611 11 c - ( unolilions, are not awhorized under ihis ited above, such anti alterations, extensions, o� * (ipplication vilhen involving nor7coqf0rinities under the, zoning code. 7'jjis acj,iojj aloes not authorize or condone atry currevit or fifture use, setback, or otherfieciture of the sul?ject pn,')per0� that maY violate the Zoning Code, other than such uses, setbacks and otherficitures as are expresslY addressed in this action. IMPORTANT TUVIE LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not t been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNf-JVS RESPONSIBILITY TO ENSURE COMPLIANCV W111-1 THE CODE REQ UIRED 'I"ENIE FRAIVIE DESCRIBED 111'.e�REIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Acampora, Planamento. This Resolution was duly adopted (3-0). (Members Lehnert and Dantes recused). Leslie Kanes Weisman, Chairperson /2022 Approved for filing /,� /�:� NEMSCHICK SILVERMAN ARCHITECTS P.C. the business of ARCHITECTURE." June 2, 2022 Town of Southold Building Department 54375 New York Route 25 Southold, New York 11971 RE: Cutchogue Fire District—New Suffolk Road Facility 260 New Suffolk Road, Cutchogue, New York 11935 NSA Project No. 20-1990 To Whom It May Concern, With respect to drawings for the above referenced project previously submitted to the Town of Southold on April 8, 2022, Nemschick Silverman Architects P.C. (NSA) has reviewed the New York State Department of Environmental Conservation (DEC) SEAR (State Environmental Quality Review) criteria for classifying the "Action"for the above referenced project to establish our opinion that a Negative Declaration by the Lead Agency is warranted. The following represents our rationale. 1. According to the DEC, the first step is to determine if the Action requires no further review under SEAR as a Type II Action. a. The DEC instructions state to check if the project could be listed as a Type II Action. If the action is not on the Type 11 list in Section 617.5(c) (of 6 CRR-NY), it is either a Type 1 Action or an Unlisted Action. b. We do not find a correlation between the items in the Type II Action list and the subject project. 2. The DEC instructions state that if an action is found not to be a Type II Action, then it is either a Type I Action or an Unlisted Action. 3. A review of Section 617.4 (of 6 CRR-NY), Type I Actions was conducted. We do not find a correlation between the items in the Type I Action list, contained in Section 617.4, and the subject project. 4. Given the subject project is neither a Type II Action nor a Type I Action, it falls into the Unlisted Action category. 5. With the project falling into the Unlisted Action category, NSA then completed the Short Environmental Assessment Form. This form will now be given to the Lead Agency who is responsible for making a determination of significance. 6. Based upon our completion of the SEAF, it is the belief of NSA that the project would receive a determination of significance from the Lead Agency stating the project was found to have "No Significant Adverse Impacts" on the environment. 66 EAST MAIN STREET PATCHOGUE, NEW YORK 11772 • 631 563 2130 telephone . 631 563 2139facsimile • www.nsarchitects.com 7. Given the foregoing,the Lead Agency would then issue a "Negative Declaration". At this point,the SEAR review process ends, and no further environmental review efforts would be required. We trust the foregoing provides the information necessary to explain the opinion of NSA that the subject project should receive a "Negative Declaration". Please feel free to contact our office if you have any questions or require any additional information. We greatly appreciate your kind attention to this matter. Very Truly Yours, /Raymond Nemschick, RA r.nemschick@nsarchitects.com 631-563-2130 Ext. 11 94 f� . 6" 1 66 EAST MAIN STREET • PATCHOG UE, NEW YORK 11772 631 563 2130 telephone 631 563 2139 facsimile www.nsarchitects.com Short Environmental Assessment Form Part I -Project Information instructions for Co.rnpleting Part I-Project Information. The applicant or project sponsor is responsible For the completion of Part 1. Responses become part of the application for approval or funding,are subject to public:review,and may be subject to further verification. Complele Part I based on information CUrrently available, If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency,,attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Cutchogue Fire District Name of Action or Project: Cutchogue Fire Department-United Fire Co.No.I Project Location(describe,and attach a location map): 260 New Suffolk Road,Cutchogue,New York 11935 Brief Description of Proposed Action: Partial demolition of existing building;Renovation of the portion of the existing building that is to remain;Construction of a new two-story addition; Related exterior site improvements;Sanitary and storm water disposal system improvements for compliance'with current codes and other municipal requirements. Name of Applicant or Sponsor: ....... Telephone: 631-734-6907 Cutchogue Fire District E-Mail: cutchoguefiredept.ori Address: 260 New Suffolk Road City/PO: State: Zip Code: Cutchogue New York 11935 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, administrative rule,or regulation? NO YES If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:Town of Southold Bldg Dept.Bldg Permit;Suffolk Co.Dept.of Health 1 Svcs.Wastewater San.Syst.Appr.; NEED FUNDING ENTITY INFO 1 a.Total acreage�f the si�e of the proposed-action? acres Bldg, 2 SD6 ac,CFD p,.p.at�� b.Total acreage to be physically disturbed? 0.40 acres 1 qLbyJAq.Ap qt.QTp ,pli gpj �Kqj Mt jppj). 3256 4. Check all land uses that occur on,are adjoining or near the proposed action: EDUrban E] Rural(non-agriculture) D Industrial ❑ Commercial 91 Residential (suburban) El Forest 2] Agriculture ❑ Aquatic ❑ Other(Specify): r-1 Parkland of 3 SEAF 2019 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? b. Consistent with the adopted comprehensive plan? NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? El Z 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: El NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? Z Elb. Are public transportation services available at or near the site of the proposed action? ❑✓ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action"? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: Z 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: aewate .. 9 PP Westmana ements stem„ Existing on-site wastewater to be removed and replaced with a SCDHS Bureau of Wastewater Management ement a roved on-site 12, a.Does the project site contain,or is it substantially contiguous to,a building„archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office(SHP'O)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? J If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: [� I Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: ❑Shoreline ] Forest ❑Agricultural/grasslands E3Early mid-successional ❑Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats„listed by the State or NO Federal government as threatened or endangered? YES .... Zd in the 16. Is the project site locate100-year flood plan? NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a. Will storm water discharges flow to adjacent properties? b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ED If Yes,briefly describe: r.17a• Due to existingmunicipally p water retention system will be placed on RE compliant storm CFD owned land site constraints,a new unici all com ha�....�......._-.........._._....,...... _—..._..-e._m. ..�..-..........—,........—.... .._ 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: �.. ... ........... ✓ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: co pleted) for haztardou swa is e�ction or a�a adjoining property been the subject of remediation(ongoing or NO YES If Yes,describe: I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: Cutchogue Fire District Date Signature: �, ��� _ ...—. ..�. .. ritle PRINT FORM i.aaa a n f.3 COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH COMMISSIONER May 18,2023 '' Mr.Michael E. Finnican JUN _ 6 2023 260 New Suffolk Road Cutchogue,NY 11935 Ir"r IT ,b .. Subject: Variance Hearing SCDHS Ref. C-22-0366—Cutchogue Fire Department Property Location: w/s/o New Suffolk Road, 198.50 feet s/o Main Road (S.R. 25), Cutchogue, t/o Southold— SCTM#: 1000-102.00-06.00-005.000 To Whom It May Concern: Enclosed is a copy of the findings, recommendations and determination of the Board of Review concerning the subject application. Based on the information submitted,the Board granted the request for variance/waiver with the provisions indicated in the determination. The granting of this waiver does not imply that your application will be automatically approved. It is your responsibility to ensure that your application is complete; otherwise,your approval will be subject to unnecessary delay. Very'trul urs, Ken Zegel,P.E. Principal Public Health Engineer Acting Chair,Board of Review Enclosure Cc: Board of Review File—Yaphank Mr.Adrian Casillas—Reviewer ,/Town of Southold Planning Department Mr.Thomas Filazzola .Division Of Environmental Quality Board Of Review 360 Yaphank Avenue,Suite 213 Yaphank NY 11980. Phone(631)852-5801 Fax(631)852-5825 s PublicHea[th Prevent.Promote.Protect. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY BOARD OF REVIEW ARTICLE 2,SECTION 220, SUFFOLK COUNTY SANITARY CODE To: Gregson H.Pigott,MD, MPH, Commissioner From: Ken Zegel,P.E.,Acting Chair, Board of Review Subject: Findings and Reconimendations of the Review Board Regarding: C-22-0366—Cutchogue Fire Department —w/s/o New Suffolk Road, 198.50 feet s/o Main Road (S.R. 25), Cutchogue, t/o Southold—SCTM#: 1000-102.00-06.00-005.000 Hearing Date: April 20, 2023 Board Members: Jennifer Freese,John Solingen,P.E. Reviewer: Adrian Casillas Statement of Problem The project sewage design flow exceeds population density equivalent as required by Article 6, §760-610 A.2 and B.I.a- of the Suffolk County Sanitary Code. The applicant is proposing a transfer of density to this proj cot so that the equivalent density complies with Article 6 requirements. iridins and Facts 1. The proposal is to renovate an existing fire department on a parcel having an area of 3.8 acres located in Groundwater Management Zone 4. Based upon the lot area,the yield at density for the parcel is 271.2 gallons per day(gpd) of sanitary flow. 2. The site is currently developed with a 14,500 square feet(sf)firehouse and the renovated firehouse will be 20,995 sf. 3. According to the design professional, the existing sanitary flow is 1,220 gpd and the proposed sanitary flow is 1,414.85 gpd. 4. The proposed total design flow for the site is 1,807.35 gpd, consisting of 1,414.85 gpd of sanitary density flow and 1392.5 gpd of kitchen flow. 5. The total requested sanitary density flow exceeds the allowable sanitary density flow based on lot area by 1,143.65 gpd,and is 522%of that allowed under Article 6 density standards. 6. The existing private onsite well will be abandoned, and the firehouse will be connected to public water supplied by the Suffolk County Water Authority. 7. The existing system to be abandoned is believed to be a block cesspool. 8. A new onsite sewage disposal system consisting of an innovative and alternative onsite wastewater treatment system (1/A OWTS) and two 10-foot diameter by 20-foot leaching pools placed a minimum of 3-feet above highest expected groundwater elevation,with room for expansion leaching pools will be installed for the building addition. The leaching pools will be placed a minimum of 3 feet above the highest expected groundwater elevation. I/A OWTS have increased nitrogen removal capabilities compared to a conventional sanitary system(septic tank plus leaching). Gregson H. Pigott,MD,MPH,Commissioner Hearing Date:April 20, 2023 Subject: Findings and Recommendations of the Review Board Regarding: C-22-0366 — Cutchogue Fire Department — w/s/o New Suffolk Road, 198.50 feet s/o Main Road (S.R. 25), Cutchogue, t/o Southold—SCTM#: 1000-102.00-06.00-005.000 0 Covenants,easements and/or deeds shall be prepared and filed,in language acceptable to the County Attorney, that: o Accomplish the transfer of 1,114 gpd from the Sending Parcel known as SCTM: 1000- 102.00-06.00-0011.001 to the subject receiving parcel. o Establish a new allowable sanitary density flow of 1,415.2 gpd for the Subject receiving parcel. o Establish a new allowable sanitary density flow of 539.72 gpd for the sending parcel. o Require SCTM#: 1000-102.00-06.00-005.000 and 1000-102.00-06.00-0011.001 to remain in common ownership and that they cannot be conveyed separately. Article 6 is intended to protect surface and groundwater quality by establishing limits on population density. Approval of this variance with the specified conditions should not affect the overall groundwater resource since equivalent density(from a neighboring parcel)will be redeemed for the project to compensate for the shortage in allowable density. In addition to redemption to the transfer of development rights,the proposal will consist of installing a new sewage disposal system consisting of an UA OWTS for the proposed building to provide increased treatment compared the existing onsite sewage disposal system to be abandoned, and the parcel will be connected to public water and the existing onsite private well will be abandoned. Furthermore, the installation of such a system would improve protection of groundwater resources; no additional sanitary density is being sought or granted due to the proposed l/A OWTS. The site has soil and groundwater conditions that will permit the installation of sewage disposal systems meeting Department standards, and with the specified conditions, the proposal should not result in any degradation of groundwater quality. The granting of this variance is not a formal approval to renovate the existing building or to install a new sewage disposal system or water supply on the subject site. Rather, it is a determination on the specific variance requested,based upon factors noted in §760-612 of the Sanitary Code. In compliance with §760- 612A(1)(a),the variance is in general conformity with the Sanitary Code. The variance should not impair groundwater, surface water and drinking water supplies, and, as such, is consistent with criteria specified in §760-612A(1)(b). The granting of the requested variance with the specified conditions will not adversely affect the design of an adequate on-site water supply and/or sewage disposal system, taking into account soil conditions, depth to groundwater, and site-specific physical conditions, and as such,is consistent with criteria specified in §760-612A(1)(e). As per §760-612 of the Sanitary Code, the approval of the variance with the specified conditions is in harmony with the general purose and intent of the Sanitary Code to protect groundwater and drinking water supplies, surface kwater-andother iiatura -es, trees, and public health, safety and welfare. Ken Zegel,P.E. Acting Chair — Board of 5"A3/13 Review `Note:All references to ArticLe 6 of the Suffolk County Sanitary Code refer to the version effective as of December 1,2020, COUNTY OF SUFFOLK CSCE E 10 AUG 3 1 2023 STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE Building Dopa qnt DEPARTMENT OF HEALTH SERVICES GREG'S P MPH COMMISSIONER August 24,2023 Mr.Michael E.Finnican 260 New Suffolk Road Cutchogue,NY 11935 Subject: SCDHS Ref. C-22-0366—Cutchogue Fire Department Property Location: w/s/o New Suffolk Road, 198.50 feet s/o Main Road (S.R. 25), Cutchogue, t/o Southold—SCTM#: 1000-102.00-06.00-005.000 Dear Mr.Finnican, This letter has been written to correct errors in the attached May 18, 2023 Board of Review findings, recommendations, and determination for the above referenced project. Although item 14(c.)of the original Board of Review "Findings and Facts" section of the document states "The Sending Parcel has a yield at density of 1,683.72 gpd of sanitary flow based on lot area. The Sending Parcel is developed with storage buildings/garages and utilizing 222.87 gpd of sanitary flow. The new allowable sanitary density for the Sending Parcel will be 539.72 gpd after the transfer of 1,050 gpd."It should have read as follows: 14. (c)The Sending Parcel has a yield at density of 1,683.72 gpd of sanitary flow based on lot area. The Sending Parcel is developed with storage buildings/garages and utilizing 222.87 gpd of sanitary flow. The new allowable sanitary density for the Sending Parcel will be 316.85 gpd after the transfer of 1,144 gpd. In addition,bullet 3, sub-bullet 3, of the original Board of Review"Determination" section of the document states "Establish a new allowable sanitary density flow of 539.72 gpd for the sending parcel." It should have read as follows: o Establish anew allowable sanitary density flow of 316.85 gpd for the sending parcel. This letter hereby corrects the original May 18, 2023 Board of Review findings, recommendations, and determination to reflect the correct information presented during the hearing on April 20,2023 and current Suffolk County Sanitary Code Article 6 requirements. XZeggel, w . Principal Public Health Engineer Acting Chair,Board of Review •Division Of Environmental Quality ♦ Board Of Review♦ 360 Yaphank Avenue,Suite 2B♦Yaphank NY 11980• Phone(631)852-5801 Fax(631)852-5825 PublicHealth STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH COMMISSIONER May 18,2023 Mr.Michael E.Finnican 260 New Suffolk Road Cutchogue,NY 11935 Subject: Variance Hearing SCDHS Ref. C-22-0366—Cutchogue Fire Department Property Location: w/s/o New Suffolk Road, 198.50 feet s/o Main Road (S.R. 25), Cutchogue, Vo Southold—SCTM#: 1000-102.00-06.00-005.000 To Whom It May Concern: Enclosed is a copy of the findings, recommendations and determination of the Board of Review concerning the subject application. Based on the information submitted,the Board granted the request for variance/waiver with the provisions indicated in the determination. The granting of this waiver does not imply that your application will be automatically approved. It is your responsibility to ensure that your application is complete; otherwise,your approval will be subject to unnecessary delay. Very tTuly urs, Ken Zegel,I.E.. Principal Public Health Engineer Acting Chair,Board of Review Enclosure Cc: Board of Review File...Yaphank W.Adrian Casillas—Reviewer Town of Southold Planning Department r. .Division Of Environmental Quality a Board Of Review♦360 Yaphank Avenue,Suite 2B a Yaphank NY 119800 Phone(631)852-5801 Fax(631)852-5825 Cth PreveatPromote.P—It. i3Ug'l+VL1il.Vi11V1Y 11L'rA1f1tY1LPl1 Vr ■L�AJao 'iVa'_'o DIVISION OF ENVIRONMENTAL QUALITY BOARD OF REviEw AIRTTCLE 2,SECTION 220,SUFFOLK COUNTY SANITARY CODE To: Gregson H.Pigott,MD,MPH, Commissioner From: Ken Zegel,P.E.,Acting Chair,Board of Review Subject: Findings and Recommendations of the Review Board Regarding: C-22-0366—Cutch ogue Fire Department—w/s/o New Suffolk Road, 198.50 feet s/o Main Road (S.R. 25), Cutchogue,-t/o Southold—SCTM#: 1000-102.00-06.00-005.000 Hearing Date: April 20, 2023 Board Members: Jennifer Freese,John Solingen,P.E. Reviewer:Adrian Casillas Statement o1 Problem The project sewage design flow exceeds population density equivalent as required by Article 6, §760-610 A.2 and B.La. of the;Suffolk County Sanitary Code. The applicant is proposing a transfer of density to this project so that the equivalent density complies with Article 6 requirements. Findin sand�aa�t 1. The proposal is to renovate an existing fire department on a parcel having an area of 3.8 acres located in Groundwater Management Zone 4. Based upon the lot area,the yield at density for the parcel is 271.2 gallons per day(gpd) of sanitary flow. 2. The site is currently developed with a 14,500 square feet(sf)firehouse and the renovated firehouse will.be 20,995 sf. 3. According to the design professional, the existing sanitary flow is 1,220 gpd and the proposed sanitary flow is 1,414.85 gpd. 4. The proposed total design flow for the site is 1,807.35 gpd, consisting of 1,414.85 gpd of sanitary density flour and 1392.5 gpd of kitchen flow. 5. The total requested sanitary density flow exceeds the allowable sanitary density flow based on lot area by 1,143.65 gpd,and is 522%of that allowed under Article 6 density standards. 6. The existing private onsite well will be abandoned, and the firehouse will be connected to public water supplied by the Suffolk County Water Authority. 7. The existing system to be abandoned is believed to be a block cesspool. 8. A new onsite sewage disposal system consisting of an innovative and alternative onsite wastewater treatment system. (1/A OWTS) and two 10-foot diameter by 20-foot leaching pools placed a minimum of 3-feet above highest expected groundwater elevation,with room for expansion leaching pools will be installed for the building addition. The leaching pools will be placed a minimum of 3 feet above the highest expected groundwater elevation_ UA OWTS have increased nitrogen removal capabilities compared to a conventional sanitary system(septic tank plus leaching). ffearipg Date:April.20,2023 Subject: Findings and Recommendations of the Review Board Regarding: C-22-0366 — Cutchogue Fire Department.— w/s/o New Suffolk Road, 145.50 feet s/o Main Road (S.R. 25), Cutchogue, t/o Southold—SCTM#: 1000-102.00-06.00-005.000 9 Covenants,easements and/or deeds shall be prepared and filed,in language acceptable to the County Attorney,that: o Accomplish the transfer of 1,114 gpd from the Sending Parcel known as SCTM: 1000- 102.00-06.00-0011.001 to the subject receiving parcel. o Establish a new allowable sanitary density flow of 1,415.2 gpd for the subject receiving parcel. o Establish a new allowable sanitary density flow of 534.72 gpd for the sending parcel. o Require SCTM#: 1000-102:00-06.00-005.000 and 1000-102.00-06.00-0011.001 to remain in common ownership and that they cannot be conveyed separately. Article 6 is intended to protect surface and groundwater quality by establishing limits on population density. Approval of this variance with the specified conditions should not affect the overall groundwater resource since,equivalent density(from a neighboring parcel)will be redeemed for the project to compensate for the shortage in allowable density. In addition to redemption to the transfer of development rights,the proposal will consist of installing a new sewage disposal system consisting ofan,I/A OWT§for the proposed building to provide increased treatment compared the existing onsite sewage disposal system to be abandoned, and the parcel will ;be connected to public water and the existing onsite private well will be abandoned.. Furthermore, the installation of such a system would improve protection of groundwater resources; no additional sanitary density is being sought or granted due to the proposed I/A OTS. The site has soil and groundwater conditions that will permit the installation of sewage disposal systems meeting Department standards, and with the specified conditions, the proposal should not result in any degradation of groundwater quality. The granting of this variance is not a formal approval to renovate the existing building or to install a new sewage disposal system or water supply on the subject site. Rather, it is a determination on the specific variance requested,based upon factors noted in§760-612 of the Sanitary Code. in compliance with §760- 612A.(l)(a),the variance is in general conformity with the Sanitary Code. The variance should not impair groundwater, surface water and drinking water supplies, and, as such,is consistent with criteria specified in§760-612A(1)(b). The granting of the requested variance with the specified conditions will not adversely affect the design of an adequate on-site water supply and/or sewage disposal system, taking into account soil conditions, depth to groundwater, and site-specific physical conditions, and as such,is consistent with criteria specified in §760-612A(1)(e). As per §760-612 of the Sanitary Code, the approval of the variance with the specified conditions is in harmony with the general purpose and intent of the Sanitary Code to protect groundwater and drinking water supplies, surface water and other aatura eso ces, and public health, safety and welfare. Ken Zegel,P.E. Acting Chair — Board of 3 Review Note:All references to Article 6 of t8e Suffolk County Sanitary Code refer to the version effective as of December 1,2020. Enclosure Cc: Board of Review File— Yaphank Mr.Adrian Casillas—Reviewer Town of Southold Planning Department Mr. Thomas Filazzola g R 73 - As 5e55 a 3 CJ oa F U F U Q Z E Ar W w U) U1 oGuL rivE E)Y7 C CH _J Y 2 U U LU Z a4 N O ofN F S 0- 0 NEMSCHICK SILVERMAN JMITE \ 66 EAST MAIN STREET PATCHOGUE, NEW YORK 11772 Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com I# 13 e. Q IT 4 ca CIVIL ENGINEER: PREPARED BY 2bO /iLwyurrOLK ROAP L\\'` CIVIL i S r r E S CUTCHOGUL., /IX 1195512 GILLETTE AVENUE SAYVILLE,NY 11782 T-631.390.5985 I C-516.647.0472 PROJ�G T DI,R G TORY 5/7F INIcORMA 770N /AFF/_/GA34E GODS PRA N/NG INDEX tjf@civilinsites.com STRUCTURAL ENGINEER: TENANT/OWNER: CUTGHOGUE FIRE P15TRIC T 5TRUMEAL ENG/NEER: JPCE CONSULTING ENGINEER5 SUBJECT PROPERTY�4DDRE55: SUBJECT PROPF•RTY SUFFOLK COUNTY TAX MAP NO.: 5HF5DI�YG. NO. DRAINING TI TLE INITIAL l5S'J�F LAST l5W� ARCHITECT- NEM5CHICK 5IL VERMAN ARCHI TEGT5 P.G. 16 COMMERCIAL BLVD, 5017E lA CVTNO. REVISION NO. $ DATE J.P O N T I E R I, P.E., D.P.C. 66 E45T MAIN 5TREE7 MEDFORD, NY 11763 260 NEN FIRE DROAD15 TRIC T DISTRICT:1000 SECTION: 102 BLOCK: O6 LOT 5 INFORMATIONAL DRAIN/NGS PATGHOGUE, NY 11772 CONTACT JASON PONTIERI 260 NEW 5f/FFOLK ROAD CONTACT RAY NEM5GH/GK TEL: 63/-320-1040 X211 GUTGHOGUE, NY 11935 l T-0017171E Anry 11�oRManoN PA6e oB/�i/Zo23 oB/�i/so23-15xm FOR FILING ENGINEERING & CONSULTING TEL: 631$63 2/30 Xll 2 BV-100 6ER6rGALGUATION5 0,9/3//2023 60/3//2023-156W FOR FILING AUTHOR/TY(IEV HAVING JUR/5D/CT/ON: APPROVAL5: 3 PP-/00 PROP ED PLOT PLAN 00/31/2023 66/3112623-15922 FOR F1LIN6 TOWN OF 50UWLD 0 5097HOLD ZONING BOARD OF APPEAL5 4 6-001 6BEERAL NOTE5,ABBREVIATIONS,AND 5rh90L5 LEGEND 06/3112023 06/3/12023-155/,50 FOR F/LIN& 16 Commercial Blvd. CIVIL ENGINEER: CIVIL IN5ITE5 ELECTRICAL 05INEER: KARBON 5UFFOLK COUNTY DEPARTMENT OF HEALTH 5ERVIGE5 APPROVAL #7693//0/25/2022 5 6-002 ~ICAPAGCE551B/LlN5TANDARD5 00/3112023 019/3112023-15512 FOR F1LIN6 Suite 1A 63 LOOP DRIVE FIRE SPRINKLER ENGINEER: 344 RARITAN CENTER PARKHAY 5OUTHOLD ZON/N6 BOARD OF APPEAL5 DE MINIM/5 REQUE5T CIVIL DRAIN/NGS REQUE5T APPROVAL/3/9/2023 Medford, NY 11763 _-M 11 ,,. SAYV/LLf, NEIN YORK 11782 EDISON, NJ 08837 / C-1GY9 517E DEVELOPh�lT PLAN 6,913112623 0813/12023-15561`0 FOR FlLINK MECHANICAL ENGINEER: • SUFFOLK GOUNTYOFFICE OFWA5TElNA7ER MANAGEMENT 631.320.1040 telephone CONTACT.• THOMAS FILAZZOLA CONTACT MIKE KAMANN TEL: 5/6-647-0472 PLUMBING ENGINEER: TEL: 732-710-4573 APPROVAL # 2 G-200 5/TP/DRA/NA6EDFTAILS 06/3112023 0&/3//1023-155fiFD FOR FILING EIRE ALARM ENGINEER: 3 65400 BODARYAND TOP06RAPH/G-gR127' 01913112023 0613/12023-/559177 FOR FILING Office@jp-ce.com CONSULTING ENGINEERS ALL WORK AND MATERIALS 5HALL COMPLY/N/TH THE FOLLOXING: 4 j C-5-200 BOAVARrAW TOPO&Z"iG_1VRVFr 0013111023 0613/12023-/55Lm FOR RL/N6 2020 BUILDING CODE OF NEW YORK 57A TE (BG NY5) 2020 ENERGY LON5ERVATION CON5TRUGTION CODE OF NEW YORK 57ATE (FCCC NY5) ARCHITECTURAL DRAWING5 2020 PLUMBING GODS OF NEW YOR<5TATE (PG NY5) 2017 NATIONAL ELECTRIC CORE(NEC) l A-100 F/R57"AN 9 SE6000 FLOOR E6RE55 PLANS 0613112023 06/3112623-155U1 V FOR PLINK MECHANICAL ENGINEER: 2020 MECHANICAL CODE OF NEW YORK 5TATE (MG NY5) 2009 ICC/AN51 AH7.l ACCE55/BLE AND 05ABLE BU/LDING5 AND FAGILIT/E5 2 A-lot F/R57"FLOOR CON577WTION PLAN 0813112023 01913112023-155UEP FOR FILING 2020 FIRE CODE OF NEW YORK 57A TE 05C NYS) 2010 ADA 5TAI/DAR75 FOR ACCE55/BLE DE5167N 3 A-102 5fCOW FLOOR CONSTIWTION PLAN 0613/12023 0613/12023-l55U97 FOR MINS 4 A-163 ATTIC AND LOH ROOF CON577WT/ON PLAN 0613/12023 0013112023-ISSUED FOR MIN& `Y� B 0 tNI 5 A-104 RCbF Ca6T 1WTION PLAN 06131/2023 0613112023-155UD FOR F/LINK 6 A-110 FIR5T FLOOR REFLECTED CE/LINK PLAN 08/3/12023 06/3112023-155LFD FOR FILING DATA D IVEN DESIGN 7 A-111 5ECOX9 FLOOR RB=IKTED CEILING PLAN 0613/12023 0813/12023-155UPb FOR F&&N6, KA R B O N ENGINEERING 6 A-112 AMC AND LOH ROOF REFLECTED CEILINK PLAN 0613/12023 06131/2023-I56FD FOR FL/NS SERVICES k9 A-120 FIR5T FLOOR FLRN/TUB M/LLAMP,'AND EWIPhENT PLAN 0613111023 08131/2023-155UFD FOR F/LIN, Y/G/N/71'0' MAI= 5 T r,EMEN7" 0)9= WORK to A-121 5EGOND FLOOR F"/TUZ�MIUAOW,AND EWIR-ENT PLAN 0013112023 0613112023-155bB7 FOR F/L/NS 344 RARITAN CENTER PARKWAY SCOPEOFWORK: li A-130 FIR5T FLOOR FINISHPLAN EDISON, NJ 08837 0913/12623 0613//2023-155GED FOR FILING (732) 710-4000 TEL /2 A-13/ 5E50M7 FLOOR FlNlSH PLAN 0013/12023 0813//2023-155650 FOR FILING (877)703-9956 FAX THE NEW CUTGHOGUE FIREHOUSE DE516N FROFE55IONAL 5COPE OF WORK 1%LUDE5 DOCUMENTATION, DRANINC75 AND/OR 5PE6IFI6AT/ON5 FOR THE FOLLOWING: 13 A-200 B&ILDINr ELEVAnoNs 6613112623 0291312023-lssLm FOR FILING 14 A-201 WILD/NG ELEVATION5 0,913/12023 019131/1023-155050 FOR F/LIW 5 EXISTING FIREHOUSE 15 TO BE DEMOLISHED AND REMOVED IN lT5 ENTIRETY ALL UTILITY CONNECT10N5 TO BE DISCONNECTED /5 A-300W2sD/N5EGTIo06 6613112023 01913/12023-lss6m FOR FlLINK I 410 • 5/7E TO BE PREPARED FOR NEW BUILDING. 16 A-310 NALL 5ECTION5 0,913/12023 0313111023-155'rID FOR MING • 517E LAND5GAPING AND HARDSCAPING. l7 A-311 kiALL 5EGTIO06 0613/12023 0613/12023-1556m FOR PILINS 5AN/TARP AND 5TORMWATER COLLECTION AND D15PO5AL 5Y5TE45. 119 A-312 HALL 5EC7706 0613112023 0613112023-1550ID FOR F/LIN6, POURED CONCRETE FOUNDATION AND FOOTINGS. • POURED GONGRETED 5LAB ON GRADE. 1e A-400 &LAW5ED 57A/R A AND ELEVATOR A PLAN5,5EC770W AND DETAIL5 0913112023 6613//2023-155LED FOR FILING • BRICK AND CONCRETE BLOCK IN5ULATED CAV/TY WALL5 ON EXTERIOR -NON LOAD BEAR/NG. 20 A-401 ENLAR61V 57A/R B AND ELEVATOR B PtAN5 5EGTION5,AND DETAIL5 0613112023 0813/12023-I59AID FOR FILING • 5TRUGTURAL 57EEL FRAMING FOR ALL FLOORS AND ROOF. 21 A-402 ELEVATOR B 565 TION 0613112023 001. 112023-155tEZ2 FOR F/LlM6 • 5TRUGTURAL INSULATED PANEL 5Y57EM AT 5LOPED ROOF ARE45. • COMP05/TE METAL DECKING W/TH CONCRETE FILL ON 5EGOND FLOOR AND METAL DECK ON ROOF 22 A-403 Ex r-RIOR DETAIL5 0613112023 0013/12023-1551ED FOR FILING • MIX OF GYP5UM BOARD AND METAL 5700,AND CONCRETE BLOCK WALL PARTITION5 ON INTERIOR. 23 A-404 EMAR5EV PLAN DETAIL5 0613112023 0615112023-1551ED FOR FILING 4 RIGID IN50LATION IN 5ELECTE9 BUILDING THERMAL ENVELOPE A55EMBLIE5. A5PHAL T16 5H/NGLE ROOFING AND 5/NGLE-PLY ROOFING 5Y5TEM5. 24 A-405 BvLAR6m PLAN DErA/cs 0,94N/`202.9 01913/12023-ISTD FOR FILING �° ° ' • ALUM/NUM AND GLA55 EXTERIOR D0OR5 AND WINDOWS. 25 A-406 EMAR6ED GEILIMG DETAIL5 0613112023 0,913/11023-1550179 FOR F/L/NG " '"... CU5TOM IN5ULATED GARAGE DOOR5. Z6 A-407 5EGTI0N DETAlL5 0294V2023 0613/12023-1556E9 FOR FILING METAL FRAME DOOR5 WITH HOLLOW METAL DOOR 5LAB5. • FIN/5H PACKAGE FOR FLOORS,WALL.5,AND CEILING A55EMBLIES. 27 A-400 SECTION DETA/L5 02913/12023 0913112023-155Lm FOR F!LINK • VAR1005 COMMERCIAL GRADE APPLIANCE5. 26 A-469 sEGTIONDETAX5 6,919112623 0613/12023-1556159 FOR MINS \ Jam'U�J�G r SiT COORDINATION W/TH OWNER5'GOMMUN/GAT/ON5 AND 5EGUR/TY 5r5 TEM VENDOR5. A-410 BN.AR6m TOILET Raft PLAN5 0613112023 0613112023-155UFD FOR FILING • KITCHEN AND BAR EQUIPMENT. 30 A-411 ENl_AR6ED TOILET RCa4 PLAN5 61913112633 00/3112023-/55tE9 FOR F/LINK FURN/7URE _ • BUIL T-IN MlLL1 YORK 3I A-412 ENLARGED TOILET ROOM PLAN5 01913!/2023 0613/12023-155GFD FOR PILINS • (2)EL.EVATOR5. 32 A-420 ROOF DETAIL5 0613112023 0,913112023-1556E9 FOR FILING ;' • (2)STAIRS. 33 A-500 EMLARGED MILLJWQRK ELEVATIONS 0613112023 0013112023-155 E9 FOR F1LINS • HVAC 5Y57EM. 34 A501 BW AR6ED MILLWORK&_EVATION5 0,913/12023 0613112023-155)W FOR F/LIN6 • KITCHEN EXHAU5T 5Y5TEM WITH FIRE 5UPPRE55/ON FEATURE-5. • TRUCK EXHAU5T 5Y57EM 35 A502 ENLARGED MILLWORK ELEVATIOWS OL913112023 0913/12023-ISSUED FOR FILING • PUBLIC WATER GONNEGTION. 36 A503 ENLARGED MILLWORK ELEVATION5 09/3112023 0913/12023-155MEP FOR FILING • PLUMBING FOR BATHROOMS, KITCHENS,AND BARS. 37 A504 EMARGED MXLAM<EL.EVATIOW5 061312023 0613112023-1556ID FOR FILING • FULL COVERAGE FIRE 5PRINKLER 5Y5TEM. GA5 UTILITY CONNECTION. 36 A-601 DOOR 5c0EZItF DETAILS AND N07E5 0,913111023 0813112023-I551ED FOR F/L/WY • NATURAL GA5 PLUMBING FOR HVAC, GENERATOR,AND COOKING. 3q A-602 HIAWH 5GNEW_9 DETAIL5 AND N07F5 0613112623 0813/12023-ISSUED FOR F/L/N6 • NATURAL GA5 GENERATOR. _ • EL.EGTR/G UTILITY CONNECTION. 40 A-6653 PARTITION TYPE-5,FINI5H 50WLi&N07E5,AND M15C DETA/L5 0619112023 0013112023-1551EV FOR F1L1M5 • ELECTRICAL THROUGHOUT. STRUCTURAL DRAW/NGS NORTH SEAL. -_ RILL COVERAGE FIRE ALARM l 5 G!Ol 777LE 5fEET t 6ENERAL NOTE5 0613/12023 0613112023-155050 FOR FIL1N5 _ ,. 2 5-l00 FCT/NDATION PLAN 0813//2023 0,913112023-155GED FOR F1LIN& :. `•'' 01913//2023 09/3/12023 ISSUED FOR F/LIME 0613/12023 061311023-155bLD FOR FILINK 5-O 5K.OND FLOOR FRAM/NG PLAN 01913/12623 08131/1023-ISSUED FOR FILING 4 5-102 A77TG FLOOR FRAM/MS PLAN 5-103 ROOF FRAM/N6 PLAN 6 5-261 F01WATION DETAILS 0613112023 02913112023-155tE9 FOR FILING 71 7 `5-202 FaN9A77ON L7ETAIL5,CONT 02913/12023 0813!/2023-155GED FOR FILING B 5-301 57EFL FRAMING DETA/L5 0613112023 02913112023-155UID FOR F1LlNG 9 5-302 5755[FRAMING DETA/L5,CoWT. 0,913111023 0013112023-155MEZ?FOR F/L/N6 lO 5-303 5TEEL FRAM/N6 DETAIL5,CONT j 0913112023 j 02913/12023-1556ID FOR FILING SUBMISSIONS: PLUMBING DRAWING5 DATE: DESCRIPTION: l P_00/ PL"/W-7 COVER MEET 0613/12023 0613112023-155MFL7 FOR FILING 08/31/2023 yfum FOR F1WiG 2 P-101A Pl_"INK FIR5T FLOOR PLAN 0813112023 0013111023-1556ID FOR F/LIN6 3 P-101B R-"/MS FIR5T FLOOR SANITARY PLAN 0,913112023 0013/12023-l55EP FOR FILING 4 P-102A PLUMBING SECOND FLOOR PLAN 0613112023 0613112023-1551D FOR F1LIN5 5 P-102B FY"INS 5ECaV FLOOR 5AN/TARY PLAN 0019112023 0,9131/2023-I-5 6W FOR F/L/W6 6 P-103 PLUNBIW ROOF VENT PLAN 0613//2023 0B13111023-1556[-D FOR FILIN6 7 P-30/ FY"IN6 DH t 5AN/TARY R15ER D06RA115 0.91911VO23 0613112023-1556FD FOR F/L/N6 6 P-302 PL6hE/N6 5TORM HATER t NATURAL 6A5 RISER D/A6 " 04113112023 0613/12023-I55FOR FIL1M5 9 P-501 Pl_"INK DETAIL5 0013112023 0,913/12023-155UED FOR FILIN9 10 P502 PL"IN6 LX-7A/L5 0913/12023 02913/12023-1551V FOR FILING P-601 FLU-VINK 5C1EDLf.ES 0613/12023 0613/12023-1556F17 FOR FILING 5PRINKLER DRAW/N555 l PFLOOI FIRE PROTECTION G01ER SfEET 0613/12023 0,913/12023-l551D FOR FILINS 2 FP-10/ FIRE FROTEGTION F/R57"FLOOR PLAN 0613/12023 0613/12023-155NV FOR F/L/N6 3 PP-102 FIRE PRO7£GTION 5E6CIAV FLOOR PLAN 0013/12023 06/3142023-1556ED FOR FLIMS 4 FP-103 FIRE FR07EC77ON ROOF PLAN 06/3//2023 00/3/12023-155650 FOR FLIMS 5 FP-301 FIRE FRo7EG710N R15ER D/A6RAM 0,0131/2023 01913//1023-155)E9 FOR FILING 6 FP-501 FIRE PRO7EGTION DETAIL5 00/31/2023 0,9131/2023-1550159 FOR MIN& MECHANICAL DRAN/NG5 I M-00l I-EGHAN/GAL COVER SfEET 00/3!/2023 0613//2023-155UED FOR F/LINS 2 M-10/ hECNANIGAL FIR5T FLOOR PLAN 06131/2023 0,913112023-l5%E/D FOR FILING 3 M-102 MECHANICAL SECOND FLOOR PLAN 06131/2023 06/31/2023-1556ID FOR F/L/N6 4 M-103 MECHANICAL ATTIC FLOOR PLAN 0613112023 0,9/3//2023-156W FOR FILING 5 *201 W554MIGAL FIR5T FLOOR PRINK PLAN 00/3111023 0613//2023-1551.50 FOR F/L/M5 NO. DATE: DESCRIPTION: 6 M-202 hECHANICAL-PIPE 5EGOW FLOOR PLAN 06/3112023 0613112023-I556ID FOR F/LINK REVISIONS: 7 M-401 WGNAN/GAL FLGNI D/A6RAh6 06131/2023 08131/2023-155/,90 FOR FILING PROJECT TITLE: B M-501 hEGNAN/GAL DETAIL5 0613112023 06/31/2023-66227 FOR F/LINK 9 M-502 trr H /GAL DETA/L5 0,9/31/2023 08131/2023-155"FOR FLIMS l0 M-503 W55HM/GAL DETAIL5 0813112023 06/3//2023-155150 FOR FUNS Il ~1 hEGI /GAL 54e I' S W13/11023 0813!12023-/55UF9 FOR F/LIN6 12 M-6o2 hECH,AN/GAL 5CNEDULF5 01913/12023 01913/12023-155AID FOR FILING 13 M-70/ hEGHAN/GAL KITCHEN HOOD EMIR-ENT 0613//2023 0613112023-156E9 FOR FILING 14 H-eol MEGHAN/GAL CONTROL D/A6RAM 0,913//2023 0613112023-155IW FOR F/L1N5 ELECTRICAL DRAIN/NGS C U TC H O G U E FIRE DISTRICT! ESELECTRICAL ECTRICAL 6ENEZAL N07R7,5rhEDL L15T t DRAWING L15T 0613//2023 0613112023-155UE9 FOR FILINK - NEW BUILDING 2 r-101 ELECTRICAL FIR5T FLOOR POKER FLAN 01913/12023 00/3/12023-1556FD FOR FILING 260 NEW SUFFOLK R D. 3 E-102 ELECTRICAL 5E6aW FLOOR POKER PLAN 69/3/12623 00131/2023-155[57)FOR F/L/N6 C UTC H O G U E, NY 11935 4 r-103 ELE57R/GAL ATTIC POKER PLAN 0613//2023 0,913//2023-155650 FOR F/LIN9 5 E-20/ HEGTRIGALFIR5T FLOOR L16H17NSPLAN 0,9/3112023 0,9131/2023-155I.EDFOR F/L/N5 DISTRICT: SECTION: BLOCK: LOT: 6 E-202 ELECTRICAL 556000 FLOOR LIOHrt%,PLAN 60/3/12023 0013//2023-155bED FOR F/LINS 1000 102 6 5 7 E-203 ELE67R/GAL ATTIC LIGHT/NG PLAN 0613//2023 019131/2023-I55FOR F1LIN6 6 E-301 EL.E57R/GAL LIGHTING PROTECTION t 6RGYWIN&PLAN 00/3112023 0013//2023-155LID FOR F/LINS DRAWING TITLE: 9 E-401 ELECTRICAL FIR5T FLOOR CONDU/T5 RaMN5 PLAN 06131/2023 06/3//2023-155LFD FOR F/L1N5 10 E-402 ELE67R/GAL 5ECOW FLOOR CONWIT5 RaMNG PLAN 0613/11023 0613//2023-6SVP0 FOR FILINS H E-403 ELECTRICAL AMC GONWIT5 RaMN5 PLAN 06131/2023 0613112023-155GFD FOR FIL116 TITLE A N D 12 E-57/ ELECTRICAL DE7A/L.5 519EE7/ 0,013//2023 00131/2023-155UFD FOR F/LINS 13 E-502 ELE57RICAL DETAIL5 SKEET 2 61913112023 0,9/3112023-/55650 FOR FIL116 INFORMATION PAGE 14 E-503 ELECTRICAL DETAIL5 5HEt7 3 0613112023 06131/2023-1556FD FOR F/LINS 15 E-504 ELECTRICAL DETAIL5 5IEET 4 0613!/2023 OB13/12023-159AD FOR FLIMS l6 E-601 ELECTRICAL 5INKLE0E'D/A6RAM 0613/12023 0013/12023-1556!19 FOR F/L1N5 t7 E­W2 ELECTRGAL PANEL 5CH9%fE5 0613/12029 02913//2023-1556ID FOR F/LIN6 DATE: NSA PROJECT#: l8 E-603 ELECTRICAL L16tMN65ClEWLE5 00131/2023 06131/2023-1556ID FOR FILINK 08/31/2023 20-1990 FIRE ALARM DRAW/NGS i FA-001 F/REAL4RM69ERAL NOTE5,SYM3a,t DRAWINS L15T 0,913/12023 6013/1023-1-16W FOR F/LIN6 SCALE: CONSULTANT PROJECT#: 2 FA-10/ FIRE ALARM FIR5T FLOOR PLAN 0613112023 0613112023-155W FOR F/LIN& AS NOTED - 3 FA-102 FIRE ALARM 5EGOW FLOOR PLAN 0,913//2023 CV13112023-155UFD FOR F/L/NS 4 FA-103 FIRE ALARM AMC PLAN 0613/12623 0913/12023-155fiFD FOR F/LINK DRAWN BY: DRAWING NO.: 5 M-301 FRE ALARM RISER D/A6RAM 06/3/12023 00/3112023-/59"FOR RLIN6 JTM 001 CHECK BY: PKG U a r U LUH 2 U Q Z UJ COMcheck Software Version .1.5.5 Y Envelope Compliance Certificate U U LU W Z M N O N r Project Information a Energy Code: 2018 Cutchogue ° NEMSCHICK SILVERMAN Project Title: Cutchogue Fire District Location: Cutchogue, New York Climate Zone: 4a 66 EAST MAIN STREET PATCHOGUE, NEW YORK 11772 Project Type: New Construction Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com Vertical Glazing/Wall Area: 21% Construction Site: Owner/Agent: designer/Contractor: 260 New Suffolk Rd. Raymond Nemschick Cutchogue, NY 11935 Nemschick Silverman Architects, P.C. Additional Efficiency Package(s) 66 East Main St. Patchogue, NY 11772 (631)563-2130 r.nemschick@nsarchitects.com CIVIL ENGINEER: Credits: 1.0 Required 1.0 Proposed PREPARED BY Reduced Air Infiltration,1.0 credit Building Area Floor Area 1-Building Area (Fire Station) : Nonresidential 27686 _ NN Envelope Assemblies CI` /I L \ SITES Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(s) 12 GILLETTE AVENUE Perimeter SAYVILLE,NY 11782 Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Building Area] 6244 0.0 45.0 0.021 0.027 T-631.390.5985 I C-516.647.0472 Roof 2:Insulation Entirely Above Deck,[Bldg.Use 1 -Building Area] 4598 --- 30.0 0.032 0.032 tjf@civilinsites.com Floor 1:Slab-On-Grade:Unheated,Vertical 3 ft.,[Bldg.Use 1 -Building 456 --- 10.0 0.510 0.540 Area](c) NORTH STRUCTURAL ENGINEER: North Exterior Wall:Concrete Block:8", Partially Grouted,Cells Empty, 2412 0.0 18.0 0.047 0.104 - Normal Density,Furring:Metal,[Bldg.Use 1 -Building Area] Window ,,.PO N TI E R I, P.E., D.P.C. 4:Metal Frame:Fixed, Perf.Specs.: Product ID n/a,SHGC 602 --- 0.510 0.380 0.34,VT 0.25,[Bldg.Use 1 -Building Area](b) EAST ENGINEERING & CONSULTING East Exterior Wall:Concrete Block:8",Partially Grouted,Cells Empty, 4705 0.0 18.0 0.047 0.104 Normal Density,Furring:Metal,[Bldg.Use 1 -Building Area] Window 5:Metal Frame:Operable,Perf.Specs.:Product ID N/A,SHGC 117 --- --- 0.510 0.450 16 Commercial Blvd. 0.34,VT 0.25,[Bldg.Use 1 -Building Area](b) Window 6:Metal Frame:Fixed,Perf.Specs.: Product ID WA,SHGC 310 --- 0.500 0.380 Suite 1A 0.34,VT 0.25,[Bldg.Use 1 -Building Area](b) Medford NY 11763 Door 4:Glass(>50%glazing):Metal Frame, Entrance Door, Perf. 125 - 0.500 0.770 Specs.:Product ID WA,SHGC 0.34,VT 0.25,[Bldg.Use 1 -Building 631.320.1040 telephone Area](b) Door 5:Glass(>50%glazing):Metal Frame,Non-Entrance Door,Perf. 1217 --- 0.500 0.450 Office@jp-ce.com CONSULTING ENGINEERS Specs.:Product 1D N/A,SHGC 0.34,VT 0.25,[Bldg.Use 1 -Building Project Title: Cutchogue Fire District Report date: 06/05/23 MECHANICAL ENGINEER: Data filename: P:\2020\20- Page 1 of 10 1990 CutchogueFirehouse\00 Admin\00_Docs\COMcheck\1990_20230228_COMcheck.cck A R 0 Nm, DATA DRIVEN DESIGN KARBON ENGINEERING SERVICES 344 RARITAN CENTER PARKWAY Assembly Gross Area Cavity Cont. Proposed Budget U. EDISON, NJ 08837 or R-Value R-Value U-Factor Factop.) (732) 710-4000 TEL Perimeter (877) 703-9956 FAX Area](b) SOUTH South Exterior Wall:Concrete Block:8",Partially Grouted,Cells Empty, 2388 0.0 18.0 0.047 0.104 Normal Density,Furring:Metal,[Bldg. Use 1 -Building Area] Window 1: Metal Frame:Fixed,Pert.Specs.: Product ID N/A,SHGG 153 --- --- 0.500 0.380 0.34,VT 0.25,[Bldg.Use 1 -Building Area](b) Window 2:Metal Frame:Operable,Perf.Specs.: Product ID N/A,SHGC 65 --- --- 0.500 0.450 0.35,VT 0.25,[Bldg.Use 1 -Building Area](b) Exit Doors:Glass(>50%glazing):Metal Frame, Entrance Door,Perf. 43 - 0.500 0.770 Specs.:Product ID NIA,SHGC 0.34, VT 0.25,[Bldg. Use 1 - Building Area](b) WEST West ExterforWall:Concrete Block:8", Partially Grouted,Cells Empty, 4705 0.0 18.0 0.047 0.104 Normal Density,Furring: Metal,[Bldg. Use 1 -Building Area] Window 3:Metal Frame:Fixed, Perf.Specs.: Product ID NIA,SHGC 264 --- 0.500 0.380 0.34,VT 0.25,[Bldg.Use 1 -Building Area](b) Exit Doors:Glass(>50%glazing):Metal Frame, Entrance Door, Perf. 90 --- 0.500 0.770 Specs.:Product 1D N/A,SHGC 0.34, VT 0.25,[Bldg. Use 1 -Building Area](b) Garage Door:Insulated Metal,Garage door 14%glazing,[Bldg.Use 1 - 392 --- 0.083 0.310 Building Area] (a) Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c) Slab-On-Grade proposed and budget U-factors shown in table are F-factors. \\ ���rn�\ ...., ,���� ��������� •" •gip p��� �"?. ..,.\ �\, ��o�� ��.� ,�� Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5,5 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date NORTH SEAL: X., SUBMISSIONS: DATE: DESCRIPTION: 08/31/2023 I/furP rop rlLOG Project Title: Cutchogue Fire District Report date: 06/05/23 Data filename: P:\2020\20- Page 2 of 10 1990_CutchogueFirehouse\00 Admin\00_Docs\COMcheck\1990_20230228_COMcheck.cck NO. DATE: DESCRIPTION: REVISIONS: PROJECT TITLE: CUTCHOGUE FIRE DISTRICT - NEW BUILDING 260 NEW SUFFOLK RD. CUTCHOGUE, NY 11935 DISTRICT: SECTION: BLOCK: LOT.- 1000 OT:1000 102 6 5 DRAWING TITLE: ENERGY CALCULATIONS DATE: NSA PROJECT#: 08/31/2023 20-1990 SCALE: CONSULTANT PROJECT#: AS NOTED - DRAWN BY: DRAWING NO.: JTM EN - 1 CHECK BY: 00 PKG CJ a U) U H U 2 51 TE BATA Z LU W 5CTN# 1000-102-06-05 � , FROPERTY ADDRE55 NE5T 51DE OF NEN SUFFOLK ROAD, 183'50UTH OF MAIN ROAD CUTCHOGUE, NY Z ZONING D15 HB HAMLET BUSINE55 0 N H 5/7E AREA: 19,697 50IFT(.45 ACRES) REQUIREMENT5: EXISTING: APPROVED: N E M S C H I C K S I L V E RM AN LOT 5IZE.• 20,000 50. FT. 19,697 5F NO CHANGE LOT 1'V/DTH: 60 FT. 172.66 FT. NO CHANGE 66 EAST MAIN STREET LOT DEPTH: 100 FT. 100 FT. NO CHANGE PATCHOGUE, NEW YORK 11772 FRONT YARD: 15 FT. 11.5 FT. 6.5 FT Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com \ 5/DE YARD: 10 FT. 6.14 FT. NO CHANGE COMBINED 51DE YARD5: 25 FT. 2214 FT. NO CHANGE REAR YARD: 25 FT. 15.6 FT. 9.63 FT. LAND56APE AREA: 25e 6.6lle 14.4,$(2,640 5F) 1 LOT COVERAGE 403� 50.4$ 5532 BUILDING HEIGHT 35 FT. # 33'4" NO CHANGE 1 / #5TORIE5 2 2 NO CHANGE / LAND5CAPED AREA CIVIL ENGINEER: 1 / PREPARED BY NOTE5: 5URVEY INFORMATION BY GALLA5 5URVEYIN57 GROUP (02/09/2022) MA APPROVAL/ZBA #7693 (/0/25/2022) \ CIVIL oNvErTES 12 GILLETTE AVENUE SAYVILLE,NY 11782 T-631.390.5985 I C-516.647.0472 Mtjf@civilinsites.com 1 \ / STRUCTURAL ENGINEER: J.PONTIERI, P.E., D.P.C. ENGINEERING & CONSULTING 1 , 1 �+ + + + / \ 16 Commercial Blvd. + + + + + + + + + / 0010 Suite 1A o 44 Medford, NY 11763 + + + + + O m / 631.320.1040 telephone + + + + + + + 1 Q + + �T \ \ Office@jp-ce.com CONSULTING ENGINEERS oO .� + + + + -I + + + + + + / - - + + + + + + + + + + 'C� MECHANICAL ENGINEER: X43 x/ + + + + + + + + + + + + pPg9 / + + + + + + -L + + + + + + B N / A. R 0 + + + + + + + / / DATA DRIVEN DESIGN + + ` + + + + KARBON ENGINEERING + + ` / ` + + + + + + + + + + + + + + + / + + + + + + + + + + + SERVICES / + + + + + + + + + + + +_ ;a L + + + 1 4- + + +. + + + + + •$� / 344 RARITAN CENTER PARKWAY + + + + + + + + + —�J —► + + + + + \+ + + + + + + + + + EDISON, NJ 08837 + + + + + + + + + + + + + + + + \+ + + + + + + + + + \ (732) 710-4000 TEL + + + + + + + + + + + + + + + + + + + + + + + , + + + + + + + + + — + + + + +, + + + + + + + + + + + + + + + + \ \ (877) 703-9956 FAX + + + + + + + - ;- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + `15•3 + + + + a 4- + + + + +ltij + + + + + + + + + + + + + + + + + + T + iry + + + + � + + + + + + + �� \ + + + + + + + + + + - + + + + + + + + + + + + + + + + + +� + + + + + + ++ + + 2567' i� 1 _J + + + + + + LINE OF 5ECCN9 N I + + l�l + + -— + — — — — FLOOR ABOVE COLUMN I Iz 15.33 � W� 6.6 z 26. I� oI 141 q°c' v 2-5 TOR / u1 I I FIRE 5 T TION IIO.O' FIN/SHED F/R5T FLOOR I $/ ELEV. +29'-O"(DATUM= 0'-0') I `p YARD I NORTH SEAL: O I YARD 14.0' — — — — m — — — — — — — 50BACKLINE 74.(91mo 6 16.56' 10.q' s + + + + + + + + + + I Z SUBMISSIONS: + + + + + + F + + + ( DATE: DESCRIPTION: X + + 1n + 4 + + +' + � + + 1{ 08/312023 y/Ut=D FOR rlLl/VG + + + + 4 + + + + + + -+ _-�+ + + + + —I — — — — — — — — — — — — — — — — — — — 512002WE 172.66' NON 5UFFOL K SOAP NO. DATE: DESCRIPTION: 5CALE: l" = 10.0' REVISIONS: PROJECT TITLE: CUTCHOGUE FIRE DISTRICT - NEW BUILDING 260 NEW SUFFOLK RD. CUTCHOGUE, NY 11935 DISTRICT: SECTION: BLOCK: LOT. 1000 102 6 5 DRAWING TITLE: PROPOSED PLOT PLAN DATE: NSA PROJECT#: 08/31/2023 20-1990 SCALE: CONSULTANT PROJECT#: AS NOTED - DRAWN BY: DRAWING NO.: CHECK BY:JTM PP- 1 0 0 PKG CU L F_ GENERAL NOT 5 3UI�11\16 CO� C0M)=L /OAKS TAOULATIONS ��U�l�l�1� �l �U� ������� ��® � = U Q Q :i FIXTURE/OCCUPANT 5UMMARY FIXTURE RATIO/REWIR59 FIXTURE ObANTITY I. ALL NORK 5HALL BE DONE IN 57PICT ACCORDANCE WITH PROVISIONS OF LOCAL,STATE AND FEDERAL LAWS, ORDINANCE✓,AND RE6ULATION5 MHEREYER CHAPTER 3-CY.C.UPANCY GLA55/F/GAT/ON (PER: 2020 BGNYS TABLE 2902.1 N APPLICABLE. NOTIFY DE516NATE9 REPRE5ENTATIVE OF ANY kVRK FOUND NOT TO BE IN COMPLIANCE PRIOR TO COMMENCEMENT OF HORK A. 5EGTION 3G2 OCCUPANCY CLA551FICATION AND 05E DE5/6NATION: 2020 PGNYS TABLE 403.1) HATER LAVATORIES DRINKING 5ERVICE �� A. GON5TRUGTION MAY NOT COMMENCE UNTIL ALL APPLICABLE APPROVAL5 AND PERMIT5 ARE OBTAINED FROM THE AUWORITIE5 HAYING_tRI5VICTION. I. 5EGr/ON 304.1: BU5/NE55 B-GIVIG ADM/N/5TRATION, FIREHOUSE(PRIMARYWILDING USE) GLG5ET5 FOUNTAIN SINK = B. CLEAR MEAN5 OF EORE55 PATH5 ARE TO BE MAINTAINED THRaC41OUT CON57R1 ACTION FOR ALL BUILDING OGGUPANT5. 2. 5E651ON 3113: LOW HAZARD STORAGE, GROUP 5-2-PARKING GARAGE(SECONDARY BUILDING 115E) P 5E) U5E 6R2 MEN WOMEN MEN MOMEN � G. MINIIMUM A15LE HIDTH OF 44"5HALL BE MAINTAINED. 3. 5EOTION 303.4: A55EMBL r GROUP A 3-CO~17Y HALL5(5ECONDARY BUILDING lISF) B-BU5/1VE55 //25 FIRST 50 //40 FIRST 80 Z D. 5/D1 HALK TRAFFIGE AND AGGE55 MAY NOT BE IMPEDED AT ANYTIME DURING THE COURSE OF MARY UNLESS PROPER 5117EYVALK CLOSING PERMITS B. BUILDING lS OYVNER OCCUPIED o HAVE BEEN ABTA/NEP. ALL MEAN5 OF TEMPORARY FR07EC TION 5HALL BE EMPLOYED TO ENSURE•THE 5AFETY OF ALL PERSONS. OCCUPANT LOAD: E. THE CONTRACTOR 15 RE5PON5/BLE FOR ALL MEAN5, METHOD5 AND 7FCHNIOE5 OF CON5TRUGTION,517E 5AFETY, TEMPORARY BARRICAVE5,PROTECTION, CHAPTER 4-5PECIAL DETAILED REWIREMENT5 BA5E9 ON 0CaPANGY AND USE 72 PER50N5 ETC. NO NORK 5HALL BE PERFORMED HHERE SUCH NARK MAY P05E A DANGER TO ANY PER50N5. A. SECTION 466 MOTOR VEHICLE=RELATED 0Ca PANGIE5 06 MEN,36 I�O� L4 /.4 0.9 0.9 } 2. EACH GON7RAGTGR 5HALL BECOME FAMILIAR WITH THE 5GOPF OF HORK AND 5HALL BE HELD TO HAVE 05ITED TME 517E AND TO HAVE VERIFIED ALL 1. 5ECrION 406.6.3: AN ENGL05ED PARKING GARAGE 5HALL BE EQUIPPED HITH AN AUTOMATIC SPRINKLER 5Y57FM IN ACCORDANCE H17N 5ECTION ,A-,A55EMBLY(BANOUET HALL) /C15 1/200 N E M S C H I C K S I L V E RM AN EXl5T1NG COWITION5 PRIOR TO 5UBMI55ION OF B/D. THE ARCHITECT AND H15 CONSULTANTS ARE NOT RE5PON515LE FOR THE MEAN5 AND METHOD5 BYAHICH 903.210. OCCUPANT LOAD: b/00 I N/A DEMOLITION AND GON57R)BTION AGTIVITIE5 ARE PERFORMED. 99PERSONS 66 EAST MAIN STREET 3. CON7RABTOR(5)5HALL PROVIDE PROOF OF NORKER5 COMPEN5ATION INSURANCE AND 915AB/LITY INSURANCE COVERAGE(5)A5 REQUIRED BY MUNICIPAL LAWS CHAPTER 5-6E&WA BUILDIN�k,hE/6HT5 AND AREA5 O. 0.7 0.3 0.3 PATCHOGUE, NEW YORK 11772 PRIOR TO THE 5TART OF HORK. A. SECTION/TABLE 504.3 AND 504.4 -BUILDING HEIGHT AND NUMBER OF 5TOR1E5 MEhI, Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com 4. IN ALL CA5E5 PRANINC75 5HALL NOT BE 5CAL.E9 FOR INFORMATION. FIGURED DlM061ON5 AND CONDITION5 MUST BE VERIFIED IN THE FIELD. I. 000 FANCY CLA55 A 52,ANDA 3/CON5TRZTION TYPE IIB, FULLY 5PRINKLERED BUILDING AA55EM9LY(BAR) //40 //75 5. CONTRACTOR SHALL VERIFY AND BE RE5PON51BLE FOR ALL FIELD DIMENSIONS AND JOB CONDITIONS,AND SHALL NOTIFY THE DE5I6NATED REPRESENTATIVE 2. ALLDMABLE BUILDING HEIGHT(OCCUPANCY OL.A55 A-3 GOVERN5):75 FT./3 5TORIE5 OCCUPANT LOAD: OF ANY DISCREPANCIES, CONFLICTS,AND/OR OM155/ON5 HH/GH"LD INTERFERE WITH THE 5AT15FAGTORY COMPLETION OF THE HORK. 91CUL9 THE 3. AGT✓AL PROPOSED BUILDING HEIGHT 35 FT.12 5TOR/E5 73 PER50N5 I /.O l.O O5 0.5 CONTRACTOR FAIL TO FOLLOW TH15 PROCEDURE AND CONTUV)E HITH THE HARK,HE 5HALL A-5lUME ALL RE5PON5/B/LITY AND LIABILITY ARI5IN5THEREFROM. B. 5ECT10N/TABLE 506.2 AND 5EGTION 50624 -BUILDING AREA (37 MEN, 37 HOMEV ALL DIMENSIONS ARE 5WM TO FACE OF CONCRETE BLOCK OR GYP. BOARD)NLE55 OMER0/5E NOTED. 1. OGOJPANGY CLA55 A 5-2,AND A-3/CON5TRICTION TYPE 11B, FULLY 5PRINKLEREV BUILDING 5-5TGRAGE 6. ALL ITEMS OF NOW IDENTIFIED ON THE DRAN1N55 BY NAME, NOTE, OR MATERIAL DE516NATION ARE NSH ML E-55 OWER0/5E NOTED. 2. MI)ED-OGGIPANGY,MULTI-5TORY BUILDING -BA5E AREA PL05 AREA INGRE45E FOR QUALIFIED FRONTAGE(EWA TION 5-3). 1/40 1175 7 ALL NEW MATERIAL5 ANN IN57ALLATION5 5HALL BE IN ACCORDANCE HITH THE MANUFACTURER 5 LATE5T PRINTED 5PEGIFICA77ON5,AND HITH ALL APPLICABLE I ALLOWABLE BUILDING 50UARE FOOTAGE(OCCUPANCYCLA55 A-3 GOVERNS): 36,000 50 FT. OCCUPANT LOAD: CODE REGXU/REMENT5. 35 PERSONS 1i.AREA INCREASE BASED UPON FRONTAGE(ECd'/ATION 5-4 AND 5-5): 3,/16 5Q. FT 0.5 O.5 0.3 0.3 0 ALL NORK 5HALL BE PERFORMED IN ABC.ORDANGE HITH BE5T 57ANDARD TRADE PRACTICES.EACH TRADE 5HALL COOPERATE Hl7H OTHER TRADE5 TO 1/l. A,'.LOHABLE BYILL21NO AREA INCLUDING FRONTAGE AREA INGREA5E. 4/,116 50. FT. 0 MEN, /0 MOI-IEV FAGILIT47F JOB SCHEDULING AND COMPLETION. 3. AC UAL PROP05E9 BUILDING AREA: 21,576 50. FT. 9 PROPRIETARY NAI-E5 IDENTIFY 5PECIFIC PRODZT5 OR ITF45 THAT ARE TO BE PROVIDED. NO 505T1TUTION5 ARE PERMITTED W_E55 AUTHORIZED IN HRITING G. 5ECT/ON 509.3 NON-5EPARATED OCCUPANCIES: TOTAL OCCUPANT LOAD: 279 - - 3 / - CIVIL ENGINEER: BY THE DE5/6NATF9 REFRE-5ENTATIVE. 1. CXAUPANCY CLA55 A 5-2,ANDA 3/CONSTRUCTION TYPE 11B,FULLY 5PR1NKLERE0 WILDING lO. GG 15 RE5PON5/BL.E FOR PROTECTING HARK AR545 AND MATERIAL5 FROM THEFT,VANDAL15H AND OTHER LG55E5. 2 COLE REQIU/REMENT5 APPLY TO EACH PORTION OF THE BUILDING BA5EE7 UPON THE OCCUPANCY CLASSIFICATION OF THAT 5PAGE - PREPARED BY 11. EACH CONTRACTOR SHALL BE RE5PON5/BLE FOR ANY DAMAGE TO ADJOINING REMAIN/NG ARE45 A5 RE5UL T OF H/5 HORK,AND 5HALL REPAIR DAMAGED 3. THE MG5TRE57RIGT/VEPROV/S/ONS OF CHAPTER 9 THA TAPPLY TO THE NON-SEPARATIDOGUUPANGIESAPPL/ES TO THE TOTAL NON-SEPARATED TOTAL FIXTURE5 REQUIRED 4 4 2 2 3 / O 101111110140"w" "-- ELEMENTS AND 5URFACE5 TO THEIR PRE-EXISTING CONDITION5 OR A5 MAY BE REQUIRED TO COMPLETE 77EENTIRE 5COPE OF HORK. l2. GG 15 RESPONSIBLE FOR PROTECTING ALL FIN/SHED SURFACES FROM UIVWANIFD PAINT,DIRT OR OTHER DELETERIOUS MA7FR/ALS. O%GUPANGY ARE,4. I \ l3. AL 1FRATlONS TO EXISTING WORK SHALL BE PATCHED AND FlN/5f1ED,AS NECESSARY, TO MATCH GONTIG!/OUS SURFACES OR NEW FINISHES SHOWN 4. SEG ION SO8.3.3: NO SEPARATION l5 REWIRED BE71^EEN NON-SEPARATED OGGUPANGIES. TOTAL FIXTURE5 PR01/lDID 5 5 4 4 4 2 2 14. AT THE COMPLETION OF EACH NORK DAY,EACH TRADE 5HALL BE RE5PON515LE FOR GLEAN/NG UP THEIR HORK. RLIBB15H REMOVAL 5HALL BE DONE IN A DU5T GRAFTER 6 - TYPES OF GON57RlfGTION ��, INHIBITIVE FA5H10N,AND THE JOB 517E SHALL BE FREE OF ALL DEBRl5 AND BROOM GLEAN UPON COMPLETION. NOTES: I5. GLEAN ALL FLOORS,WALL5,DOOR5, FIXTURE5,L16HT5,M15CELLANEa6 CLA55,ETC. LEAVING JOB 517E FREE OF ALL DEBR15 AND BROOMCLEAN UPON A. TYPE//B,FULLY 5PRINKLERE9 BUILDING L,. .>° B. FIRE RE-515TANBE RATING REOUIREMENT5 FOR BUILDING ELEMENT5 MOUR5)FOR THE ABOVE REFERENCED TYPE OF GON5TRZTION : (2l hr�4ATFR GLUSETS HA1/E BEEN EXCHANGED FOR URINALS IN THE MENS ROOM AS PER NY5 PG -SECTION 4/92 COMPLETION. �c 16. GC 15 RE5PO05/BLE FOR FINAL PATCH,PAINT TOUCH-UP,AND GLEAN/NG TO LEAVE ALL HORK, INCLUDING HORK PERFORMED UNDER 5EPARATF CONTRACTS, B(U/L_D/NG GOMPOhENT RE515TANCE REOVIRED CI\ /V ) L �,\ �Su GLEAN AND READY FOR OCCUPANCY. 5TRUGTURAL FRAME 0 HOUR5 12 GILLETTE AVENUE l7. EX15TIN57 EQUIPMENT AMM M4TERIAL5 TO BE REMOVED,HHIGH ARE NOT RELVIRED TO BE RELOCATED OR RETAINED BY THE OMER AND/OR THE DE5/6NATF9 BEARING HALL5 REFRE5ENTATIVE, 5HALL BECAME THE PROPERTY OF THE CON7RAGTOR AND BE REMOVED FROM THE PREM15E5. SAYVILLE,NY 11782 l8. INDIGATION5 OF NOW TO BE REMOVED ARE GENERAL ONLY,AND ARE NOT INTENDED TO 5HOH ALL ITEM5 WH/GH MAY REOUIRE REMOVAL. 5ZH 17EM5 5HALL INTERIOR 0 OUEXTERIOR 0 H0bRS T-631.390.5985 ( C-516.647.0472 ,HOUR5 BE REMOVED, RELOCATED AND/OR REIN57ALLA5 REQUIRED FOR INSTALLATION OF NEW NORK NON-BEARING HALLS 19. THE5E DOGUMENT5 DO NOT AUTHORIZE DETERMINING THE PRE5ENGE,NOR THE REMOVAL, OF A5BE5TO5 OR OTHER HAZARDOU5 MATERIAL5. IF DURING THE EXTERIOR 0 HOUR5 tjf@civilinsites.com CObR5E OF THE PRO.ECT,A5BE5TO5 OR OTHER HAZARDOlU5 MATERIAL CONTAMINATION 15 5 6FI-C= THE CONTRACTOR 5HALL NOTIFY THE DE5I6NATED INTERIOR 0 HOUR5 REPRE5ENTATIVE HITH/N 24 HOUR5. THE CONTRACTOR 5HALL SUSPEND WORK IN THE AFFECTED AREA UNTIL _cXH A TIME THAT 5AID AREA 15 CERTIFIED FLOOR G0N6TW,T10N 0 HOUR5 CONTAMINATION-FREE. IN THE INTER/M, THE CONTRACTOR SHALL ENDEAVOR TO RE5CHEOULE PORK TO AREA5 VNAFFECT59 BY 5U5PEGTED CONTAMINATION IN ROOF CON57RXTION 0 HOURS ORDER TO MINIMIZE DELAY TO THE FRO.EGT 5GHEDULE STRUCTURAL ENGINEER: 20. DRYHAL.L GON5TRLICTION: A. PROVIDE 5/ZE5 AND TYPE5 A5 5HOWN ON THE PRAHING5, TAPED AND 5PACKLED PITH THREE'(3)COAT5 AND 5AN9ED 5MOOTH G. TABLE 602, 1RE-RES/5TANGE RATING REQUIREMENTS FOR EXTERIOR HALLS BASED UPON FIRE SEPARATION Dl5TANGE: 51KMOCI�')$L L_466JEIVL� J.PONTIERI, P.E., D.P.C. B. METAL 5TUD5 5HALL BEA MINIMUM20 GA (33 M/L5). UNLE55 OTHER 15E NOTED. FA57E7VAT24 OG. MAXIMUMUTLIZING FA57FNER5 SUITABLE FOR TME 1. 0603 COCY 6TIBL S B,5-R,AND A-3 SEPARATION GREATER 714AN GR EQUAL TO lO F?: O HOURS D. SECTION 603 COMBUSTIBLE MATER/AL IN TYPE 11 GONSTRUGTION ENGINEERING & CONSULTING 5057RATE I. E-RETARDANT-TREATED HOOD 5HALL BE PERMTRUC ITTED IN ROOF CONSTION INCLUDING DECKING G. PROVIDE ALL METAL CORNER BEAD5, STOP-,EDGE TRIM, GAS/NGS,BEAD5,ETC. A5 REQUIRED TO FIN/5H ALL DRYWALL 5URFAGE5 WITH F05H,LEVEL EPGE5. CHAPTER 7-FIRE AM 5MO1,E FRO TEGTON FE47L/RE-5 D. U5E FIRE CODE "X"GYP5IUM BOARD WHERE REQUIRED TO OBTAIN FIRE RATING5 PER APPLICABLE BUILD/NG GODE5. A. 5EGTION 70-2 h PRO.EGT10N5(lE GORN/GE5 AND E4VE OVERHANG5)SHALL BE OF NONCOMBU5TIBL.E MA7ERIAL5 0R GOMBU5TIBL.E MATERIAL5 A5 LETTER E. UTIL UE M0157VRE RE5I5TANT GYPSUM BOARD A T ALL "hET"AREA5. F. PROVIDE ALL NEGE55ARYBR/DG/NG,BRACING AND FRAM/NG AGGE550R/E5 TO PROPERLY SECURE AND ANCHOR DRYHAL.L A55EMBL/ES. ALLOTTED B, SECTION 70523 AND/75 SL/BSEGT/ONS. FIRE-RETARDANT TREATED HOOD/5 A PERM/]TED MA7FR/AL. X X FlEI/AT/ON REFEREGE 16 Commercial 8/1/d. G. PROVIDE ALL NEGE55ARY ELEMENTS TO MA/NTAIWCOMPLETE FIRE OR SOUND RATIN65 OF THE DRYMALL A55EMBLIES. B. TABLE 705.8 MAXIMUM AREA OF EXTERIORHALL OPEN/NG5 BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPEN/NG PR07£GTION: DISTANCE OF lO SHEET Sit1A FT. TO LE55 THAN 15 FT.H17H AN UNPROTECTED OPEN/NG IN A 5PRINKLERED W/LD/NG THE ALLOHABLE AREA OF OPEN/NGSuite 5/5 453K OF THE WALL AREA (001, 21 5EE REFLECTED GE/LING PLAN5 FOR CEILING REQUIREMENT5. WHEREIN THEY ARE LOCATED.22. SLEDOOR SCHEDULE FOR DOOR AND FRAME REQUIREMENTS. G. 5ECTION7/2.L12EXITAGGE555TAIRHAYS: EXITAGGE555TAIRWAY5/NACCORDANCEWITH5EGTIONlO/9SHALLBEPERMITTED. THEPROP05EDNORTHERLY X # Medford, NY 11763 ;­„ .,. 23. PAINT FOR DRYHALL, CONCRETE,AND MA50NRY 5HALL BE TYPO(2)COAT5 OF BENJAMIN MOORS "ECO5PEC"EGGSHELL LATEX PA/NT OVER ONE(I)COAT OF A STAIR COWIE5 MTH 5E5TION 1019.3, CONDITION I. THEREFORE, THE 57AIR 15 NOT REQUIRED TO BE ENCL05ED. X-X SECTION REFERENCE 631.320.1040 telephone COMPATIBLE BE7JJAM/N MOORE QUICK DRY FRIME-5EAL LATEX PRIMER. PAINT FOR M/5CELLANEOUS METAL5 AND TRIM 5HALL BE THO(2)COAT5 OF BENJAMIN SHEET MOORS ODORLE55 INTERIOR.5E41-6LC55 "E605PE6"PAINT OYER ONE(1COAT OF A COMPATIBLEBENJAMIN MOORS RU5T-INHIBITIVE PRIMER. PR/MER5 5HALL CHAPTER 8 - IMERICR F/N15hr:5 Office@jp-ce.com CONSULTING ENGINEERS BE 50TABLE FOR THE 5U95TRATE TO MHIGH THEY ARE APPLIED A. INTER/OR FIM19 E5 5HALL MEET THE PERFORMANCE REOUIREMENT5 FOR CONTROLLING FIRE GROHM AND 5M9KE FROPAGAT/0N 5TIPULATE9 IN APPLICABLE 24. CERAMIC WALL AND FLOOR TILE 5HALL BE IN5TALLE9 IN 5TR/GT ACCORDANCEWITH THE APPLICABLE PROV15/ON5 OF THE TILE CCUMCIL OF NORTH AMERICA BG NY5, GH1PTER,95EGT10N5. (5EE XALL, CEILING,AND FLOOR FIN/5H PERFORMANCE NOTE5,DRAW/NG A-602) X # HANDBOOK LATE5T EDITION. DETAIL REFERENCE 25. INTERIOR FIN/5HE5 5HALL MEET THE PERFORMANCE REOVIREMEN75 FOR CONTROLLING FIRE GROWTH AND SMOKE PROPAGATION 5TIFULATE9 IN THE CHAPTER 9-FIRE PROTECTION 5Y5TFM5 X 5hEE'T MECHANICAL ENGINEER: APPLICABLE BUILDING CODE,CHAPTER 0 SECTIONS. FOR INTER/OR FIN15HE5. 5,EEWALL,CEILING,AND FLOOR FIN/5H PERFORMANCE NOM5 ON FIN15H LEGEND/ A. 5E6 TION 9032 AUTOMATIC 5PR/NKLER 5r5 TEN MERE REQUIRED: PRAH/N6(5). I. BU51VE55 B(NOT LI5TF9 IN 5U95EGT10N5)-NOT REQUIRED0--_- COLUMN GRID LINE DE5/6NATION 26. PROVIDE DRY CHEM/GAL "A-B-6"OR TYPE APPROPRIATE FOR THE HAZARD 7YPE ENCOUNTERED, /O lb. CAPACITY FIRE EXTINGU/5HER5(FE),WHERE INDICATED 2. 5E5T10N 9032/0 GROUP 5-2 ENGLO5E9 PARKING GARAGE5, CONDITION 2 REQ)IRED WHERE THE ENGL05ED PARKING GARAGE 15 L06ATEP BENEATH �, ON THE FLOOR PLANS AND/OR A5 DIRECTED BY THE AUTHORITY HAVING_CR/5PICT10N. COMPLY H/7N NFPA l0 CRITERIA. M/N/MUM RATED 5/N5LE FIRE OTHER EXTINC-05HER TYPE-2A FIRE EXTINGUISHER FOR CLA55 A FIRE HAZARD5. 75 FT. MAX. TRAVEL D15TAN5E TO A FIRE EXTINCU/5HER. 3. 5EG ON 901.3 GROUP A-3, CONDITION 3: REQUIRED NHEN THE FIRE AREA 15 LOCATED ON A FLOOR OTHER THAN A LEVEL OF EXIT D15CHA1R6E � PARTITION TYPE(5EE DETAILS ON DWG A-603) \\ B 27. ALL PLUMBING, MECHANICAL AND ELECTRICAL HORK SHALL BE 1N FULL ACCORDANCE H/7H THE APPLICABLE EVITION5 OF THE PLUMBING CODE, MECHANICAL 5ERYIN57 771E OCCUPANCY. CODE AND BUILDING CODE(RE5PEGTIVELY),AND ALL OTHER APPLICABLE COPE5 AND REGULATIONS. B. 5ECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINW15H/N5 5Y5TE45,HHERE PERMITTED: ## DOOR MIMBER(SEE DOOR SCHEDULE ON DWG A-60/) DATA DR1VEN DESIGN 26. PLUMBING WORK SHALL BE IN57ALLE9 BY A PLUMBER LICENSED HITH THE AUINOR/7Y HAVING,VRI5DIBT/ON IN ACCORDANCE H/TH THE APPLICABLE PLL/MB1NG I. 66530N 90422 COMMERCIAL HOOD AND DUCT 5Y57FM5: A TYPE I KITCHEN EXHAU5T HOOD AND DUCT 5YTHE5TEM 15 REQUIRED BY 5EGTION 607 OF T CODE AND NATIONAL PLUMBING CODE5. GG TO COORDINATE SLAB AND WALL DEMOLITION,AND PATCHBAGK NECE55ARY FOR PLUMB/NG HOW FIRE CODE OF NEN YORK 5T47F AND CHAPTER 5 OF 7HE MECHANICAL CODE OF NEM YORK 57ATE: THE HOOD 5HALL BE PROTECT E9 H/TH AN KA R B O N ENGINEERING 29. ELECTRICAL hbRK 5HALL BE IN57ALLED BY AN ELECTRICIAN LICENSED WITH THE AUTHOR/TY HAVING.UR15DICT/ON IN ACCORDANCE HITH THE APPLICABLE APPROVED AUTOMATIC FIRE-EXTIN5705H/NG 5Y5TE6-f IN57ALLE9 IN ACCORDANCE HITH THE BUILDING CODE OF NEN YORK 57ATE. BU/LD/NG CODE AND NATIONAL ELECTRICAL GODE5.AN ELECTRICAL INSPECTION CERTIFICATE 5HALL BE OBTAINED FROM AN INSPECTION AGENCY RECOGNIZED G. SECTION 90b PORTABLE FIRE EXT/N5705HER5 O W/NDOH NUMBER(5EE W/NDON 5CHEDULE ON DWG A-602) SERVICES BY THE AUTHOR/7Y HAVING_M15DICTION FOR ALL ELECTRICAL HOK AND 5UPPLIE9 TO TME DE5I6NATE9 REPRE5ENTATIVE. L 58530N 906.1,HHERE REQUIRED: 344 RARITAN CENTER PARKWAY 30. ALL HOOD FRAMING,BLOCKING,ETC. 5HALL BE FIRE TREATED. 1I, ITEMI. PORTABLE FIRE EXTINGU/5HER5 ARE REQUIRED IN GROUP B, GROUP A,AND GROUP 5 OCCUPANCY CL.A55E5. EDISON, NJ 08837 3/. ALL HOOD FRAMING,BLOCKING,ETC. IN CONTACT HITH CONCRETE 5HALL BE PRE551 RE TREATED AND 5ET IN M45T1C. 11. ITEM 2: H/7H/N 30 FT. D/5T4NGE OF TRAVEL FROM COMMERCIAL GOOK/NG EQUIPMENT. XI KEY N07E 732 32. PROVIDE ANY AND ALL FIRE RETARDANT TREATED HOOD BLOCKING/BACKING OR 14 GA. GALV. FLAT 5TOGK BACKING EP A5 REQUIRTO EN5URE PROPER AND 2 5E6ION 9062: PORTABLE FIRE EXTIN5705HER5 5HALL BE 5ELEG7FD AND IN57ALLE9 IN ACCORDANCE N/TH 5EGT/ON 906 OF THE BG NY5 AIDNFPA 0 ( ) 710-4000 TEL ADEQUATE SUPPORT(IN COMPLIANCE HITH WKD/N6 CODE MIN/NAM LOADING REOUIREMENT5 WHERE APPLICABLE)OF VAR10U5 I7EM5 INGLUD/NG,BUT NOT /O. (877) 703-9956 FAX NECE55ARILY LIMITED TO,HANDRA/L5, CABINETRY,5HELV/N57, HANDICAP GRAB BARS, TOILET AGGE55CR/E5, GABLE TRAY5, CONDUIT5,ETC. 3. 5EG ION 906.3: PROVIDE DRY CHEM/GAL GA B-Ga TYPE, OR TYPE APPROFRIATE FOR THE HAZARD TYPE ENGOUN7ERED, lO LB. CAPACITY FIRE ROOM 33. ALL HANDICAP AGGE55/B/L/7Y NARK SHALL BE PERFORMED/N 57R/BT ACCORDANCE WITH 2010 ADA, ICG AN5/A//7./2009,AND BU/LD/NG CODE HAND/GAP EXTLUGU 71E/5HER5 WHERE IND/GATED ON 7FLOOR PLANS AND/OR A5 DIRECTED BY TME AU77./OR/7Y HAV/NG.UR/5D/GT/0N. COMPL Y N/TH NFRA /O ROOM NAME AND NUMBER AGGE551BILITY 6U/DELINE5 AND REFERENCE 5TANDARD5. CRITERIA. MIN/MUM RATED 5/N57LE FIRE EXTINCW15HER 15 A TYPE 2A FIRE EXT/NGU/5HER FOR CLA55 A FIRE HAZAR05. 34. GENERAL CONTRACTOR AND EACH 5U9-CONTRACTOR 5HALL BE RE5PON5/BLE FOR GOORD/NATING ALL REWREMENT5 AND ITE45 OF HORK THAT MAY BE 1. 6,000 50. FT. OF COVERAGE FOR EACH 51NOLE TYPE 2A FIRE EXT/N5-05HER(3,000 50. FT. FOR EACH UNIT OF A) REQUIRED TO PROVIDE FOR AND/OR AGGOMMODATF HOW OF OTHER TRAOE5 INCLUDING NORK OF DE5/6RATED REPRE5ENTATIVE 5ELE6TED 5EGURITY /I. 75 FT. MAXIMUM rRA VEL D/ATANGE TO A FIRE EXTIN5505HER VEWOR5 4. 5E5�ION 906.4 GOOK/NG EQUIPMENT FIRE5: 33 CONTRACTOR 5HALL 5UBM/T TO DESIGNATED REPRE5ENTATIVE ALL CUT5, M.5.D.5. 5HEET5,AND 5AMPLE5 OF FIN/5HE5,EQUIPMENT$ MATFR/AL5 FOR /. FIRE EXT/N505HER5 PROVIDED FOR THE FR07ECT/ON OF COOKING EQUIPMENT 5HALL BE OF AN APPROVED 7YPE COMPATIBLE HITH THE T.O. PLATE APPROVAL PRIOR TO ORDERING71E, FABRICATION, OR COMMENCEMENT OF 7NORK.ALL 54BM/55/ON5 5HALL BE PROVIDED IN 505 OF FIVE(5)AND TIMED AUTOMATIC FIRE-EXT/N505H/NG 5Y5TEM AGENT. Eby&-0"AFF HEIGHT INDICATION SUCH THAT MATERIAL DELIVER/E5 $ IN57ALLAT/ON ACCOMMODATE THE 5GHEDULE$ COMPLETION DATE E57ABL15HED BY THE DE5I67NATED REPRE5ENTATIVE. it TH15 565 TION REFER5 TO 5E6 TION 906.4 OF THE 2020 FIRE CODE OF NEN YORK 5TATE. 50565 TION 906.42 OF THE FG NY5/NDGATE5 THAT 36. FOR PORTION5 OF TME BUILD/NG THAT REMAIN OCCUPIED DURING GON57RX TION, CONTRACTOR SHALL PROVIDE ALL REQUIRED TEMPORARY PART/T/ON5, NHERE THE HAZARD AREA INGLtVE5 DEEP FAT FR'YER5 N/TH A MAXIMUM COOKING CAPACITY OF LIP TO 60 PaM?5, ONE CLA55 K PORTABLE BARR/CAOE5,VU5T PROTECTION AND 5EPARAT/ON REQUIRE]] TO PROVIDE OGGUPANT5 H/TH 5AFF E5RE55,AND AGGE55 TO REQUIRED FAG/LIT/E5(1E. FIRE EXT/N505HER OF A MIN/MUM 1S GALLON CAPACITY 5HALL BE PROVIDED. # RESTROOM-,ELEG. GLG5ET5,ETC)CONTRACTOR SHALL M/NIM/ZE D15RUPTION TO OCC,UPANT5 A5 A RE5ULT OF N0/5E, TRAFFIC, PARK/NG,517E AND W/LD/NG D. 5E5TION 907 FIRE ALARM AND DETECT/ON 5Y5TE45: COMPLY HITH FROV/5/ON5 OF THE BG W5, FC N115,AND NFPA 72. REV15ION REFERENCE AGGE55,ETC. L 5E5 TION 9072.HHERE REQUIRED-NEH BUILD/N55 AND 5TRX 7URE5. 37 CONTRACTOR 5HALL PROVIDE A M/NIWM OF 72 HOUR5 kFITTiEN NOTICE TO DE5/67NATID REPRE5ENTATIVE5 FOR ANY PLANNED D/5RUPT/ON5 OF BUILD/NG I. AN APPROVED FIRE ALARM 5Y57EM IN57ALLE9 IN ACCORDANCE HITH THE PROV15/ON5 OF THE BG NY5 AND NFPA 72 5HALL BE PROVIDED IN PLUMBING, MECHANICAL,ELECTRICAL OR OTHER CRITICAL 5Y57EM5 THROUGHOUT THE W/LIT/NG.APPROVAL OF-UGH D/5RUPT/0N5 5HALL BE OBTAINED FROM NEN BU/LD/NG5 AND 5TR)67URE5 /N ACCORDANCE HITH VAR/OU5 5EGTION 907 505E5,T/ON5 AND SHALL PROVIDE OCCUPANT NOTIFICATION IN DE5I67NATED REPRE5ENTATIVE5 IN NR/T/NG. ACCORDANCE HITH 5EGT/ON 907.5, UNLE55 OTHER REOUIREMENT5 ARE PROVIDED BY ANOTHER 565 TION OF THE BG NYS. # EQUIPMENT TAG 38. ALL INTFN5/VE N015E PRODUCING A6TIV/T/E5 SUCH A5 CORE DRILLING,CONCRETE SLAB CUTTING OR CHOPPING MAY BE PERFORMED OFF HOUR5. COORDINATE /1. 5EGTION 90722 5RaP A,A MANUAL FIRE ALARM 5Y57FM 15 REQUIRED WHERE THE GROUP A OCCUPANT LOAD 15 MORE THAN l00 PER50N5 REQU/REMENT5 W/TH DE5/6NA7ED REPRE5ENTATIVE5 AND INCORPORATE INTO A BA5E BID. ABOVE THE LOYIE5T LEVEL OF EXIT D/5CHARGE (APPLICABLE) 39. IT 15 NOT THE INTENT TO 5HON EACH AND EVERY PART OR COMPONENT OF ANY GIVEN A55EMBLY,BUT RATHER TO 5WH 5Y57FM5 IN PLACE DEPICT/NG THE 1/l. 5EGT/0N 9072.1.3 AUTOMATIC 5MGKE DETEGT/0N 5Y5TEM. A 5MGKE DE7EGTION 5Y57EM THAT AGTIV/ATE5 THE OCCUPANT NOTIF16AT/ON 5Y5TFM DE5/RED END PRODZT. CONTRACTOR 5HALL PROVIDE ANY AND ALL PER/PHERAL ITFM5 THAT MAY BE REA50NABLY UNDER5TOOD A5 BEING NE6E55ARY FOR 5HALL BE 1N57ALLE9 IN GROUP A OGGUPANG/E5 IME55 THE FIREAREA 15 PR07FG7E9 H/THA COMPLIANT AUTOMAT/G FIRE 5PR/NKLER 5Y7EM THE COMPLETE AND PROPER DE-CUT/ON OF THE NORK. THE C05T FOR 7HE5E 17EM5 SHALL BE INCORPORATED INTO THE CONTRAGTOR5 BA5E B/D. IN THE THAT AGTIVATE5 TME OCCUPANT NOT/FIGATION 5Y5TFM X! FIN15H TAG EVENT OF CONFLICTING INFORMATION, CONTRAG TOR SHALL INCLUDE 711E MORE 57R/NGENT/HIGHER VALUE ELEMENT5/N THEIR BASE BID. NO EXTRA HILL BE !v. 5EG TION 90722 GROUP B,A MANUAL FIRE ALARM 51-57EN/5 REQUIRED HHERE, PER 5U9565TION ITEM 2, 771E GROUP B OCCUPANT LOAD/5 MORE ENTERTAINED DUE TO LACK OF INCLUSION IN THE NORK. THAN 100 PER50N5 ABOVE THE L0YE5T LEVEL OF EXIT D15CHAR&E MDT APPLICABLE) 40. THE DE5IONATED REPRE5ENTATIVE, THE ARCH17ECT AND/OR 77-1E/R CON5ULTANT5 DO NOT IMPLY, NOR DO THEY A55UME RE5PON5/B/LITY FOP, THE METHOD OF V. 5EGT/ON 907210 5/N57LE AND MULTIPLE 5TATION 5MOKE ALARM5,5UBSEGTION 90723.10.3,Dl5TANGE REQUIREMENT5 FROM COOKING DEMOLITION AND GON57R)GTION. THE CONTRACTOR 15 RE5PON5/BLE FOR FROV/DING ALL NEGE55ARY TEMPORARY 5HOR/NG,BRACING,AND FR07ECTION OF APPVAN5E5 TO VAR/OU5 TYPE5 OF FIRE ALARM DEV/GE5 APPLY. 505EGTION 9072.10.7,5MOKE DE7FGTOR5 PROVIDED A5 PART OF A EXISTING AND NEW NORK,A5 MAYBE REQUIRED FOR PROTECT/NG AND MAINTAINING THE INMOR/7Y OF THE 577W7URE,AND FOR EN5UR/NG THE 5AFE7Y OF IT5 COMPLIANT BUILD/NG FIRE ALARM 5Y57EM 5HALL BEAN ACCEPTABLE AL7FRNATIVE TO 5/N57LE AND MULTIPLE 5TAT/ON SMOKE ALARMS. OCCUPANTS 7HROU6WOUT THE COURSE OF THE PROJECT E. 585 TION 9/5 CARBON MONOXIDE DETECTION: 41. DECORATIVE MATERIAL5 5HALL BE FLAME RETARDANT AND MEET THE GR17ERIA OF NFPA 701. 1. CAR30N MONOXIDE ALARM5 AND CARBON MONOXIDE DETECTION 5HALL BE 1N5TALLED IN NEN BYILDINC75/N ACCORDANCE HITH 5EGT/ON 915 OF THE 42. DECORATIVE MATERIAL5 5HALL NOT CONGEAL EXIT5.EXIT L1GHT5,ALARM 5TATION5, H05E GAB/NETS AND EXTIN505HER LOCA T/0N5. FG Me5. 43. PROVIDE GEMENT BOARD BACKER OR EQUIVALENT AT TILE LOCATION5. F. 565 TION 9/8 EMERGENCY RE5PONDER RADIO COVERAGE 44. PROVIDE VAPOR BARRIER BEHIND PL'r"D AT HALL5 AND BEH/ND GYP. BD. AT GE/L1NG5. 1. EMERGENCY RE5PONDER RADIO COVERAGE 5HALL BE PROVIDED IN ALL NEN BUILDINGS IN ACCORDANCE HITH 5EGT/ON 5/0 OF THE FG W5. 45 REFER TO CEILING PLANS FOR HE/GHT5 AND LAYOUT5. HEIGHT 15 MEASURED FROM FIN15HED FLOOR UNLE55 OWERN15E N07ED. 5EE AL50 FIN15H SCHEDULE FOR 2. REFER TO FIRE ALARM 5Y57EM DRAM/N575 FOR ADDITIONAL INFORMATION RELATED TO THE FOREGOING. MORE INFORMATION. 46. NO 5/DEWALK, CURB OR ROADWAY HORK 5HALL BE DONE HI MOUT A PERMIT FROM THE AUTHORITY HAVING.AIR/5D/6TION. THE CONTRACTOR 5HALL HAVE ALL CHAPTER/O-MEANS OF ORE55 REQUIRED INSURANCE COVERAGE ON FILE. TME ROADWAY 5HALL BE PAVED TO THE REOUIREMENT5 OF 714E AUTHORITY NAV/NG.SUR/5D/GTION AND A5 A. 5E6T/ON 1004 -OCCUPANT LOAD DIRECTED. I. 5EG T/ON/004.4 MUL T/PLE OGGUPANG/E5: THE MEANS OF EGRE55 REOUIREMENT5 SHALL APPLY TO EACH PORTION OF 7HE BUILD/NG BA5ED ON THE 47. DELIVERY,STORAGE AND HANDLING OCCIPAN61E5 OF THAT 5PAGE. A. DELIVER, 5TORE AND HANDLE PRODUGT5/N ACCORDANCE HITH M4NUFAG7URER5 RE50MMENDAT/ON5, L)5/N5 MEANS AND MEWL25 THAT HILL PREVENT I. 5EGT/0N 1004.5 AREA5 H/TROUT F/XED 5EA T/NG: THE OCCUPANT LOAD 5HALL BE NOT LE55 THAN THAT MUMBER DETERMINED BY D/VID/NG THE FLOOR AEEREVIA / 1___��O,=___/V;�DAMAGE, DETERIORATION AND L055, INCLUD/NG THEFT. AREA UNDER CON5/DERATION BY THE OCCUPANT LOAD FACTOR A55/6NEO TO THE FUNCTION OF THE 5PAGE A5 5ET FORTH IN TABLE 1004.5. REFER TO B. CONTROL DELIVERY 5GHEDULE5 TO MINIMIZE LONG-TERM 5TORAGE AT THE 517E AND PREVENT OVERCROWDING OF CON57RLCT/0N 5PAGE5. 1N 060FANT LOAD GALCUL.AT10N5 ON DRAWING 6-002 FOR 5PAGE, FLOOR;AND BUILD/NG OCCUPANT LOAD5 ]MAT 5ERVE A5 TME BA-515 FOR TME PARTICULAR, COORDINATE DELIVERY AND INSTALLATION TO ENSURE MINIMUM HOLDING OF 5TORA6E TIMES FOR ITE45 KNOWN OR RECOGNIZED TO BE FOLLONING GALGULATION5. NORTH SEAL: FLAMMABLE,HAZARDOUS,E45/L Y DAMAGED, OR 5EN5/T/VE TO DETER/ORATION, 7MEFT AND OTHER 50URGE5 OF L055. B. OCCUPANT LOAD CAL GULAT/ON5(BA5ED UPON TABLE 1004.5) ',_--l-­­----'7-.-_._ FLAMMABLE, -, G. DELIVER PROPX T5 TO THE 517E IN TME MAMUFAC7URER5 SEALED CONTAINER OR OTHER PACKAGING 5Y57EM,COMPLETE N/TH LABEL5 AND 5EE OCGUPAGY A/VAL'r515 TABLE ON SHEET A-100 �r 1N57RUCTION5 FOR HANDLING,STORING, UNPACK/NG, PROTECTING AND IN5TALLING. G. 565 TION 1005-MEAN5 OF EGRE55 5/ZING D. 5T0RE PR0LV6T5 AT THE 511E IN A MANNER THATHILL FAGILITA7E IN5PEGTION AND MEA5UREMENT OF QUANTl7Y OR COUNTING OF UNIT5. 1 EGRE55 PATH5: -__ �'` E. -TORE HEAVY MATERIALS TAKING INTO ACCOUNT THE PROJECT 5TRUGTURE INA MANNER 7HAT HILL NOT ENDANGER THE 5UPPORT/NG GON57RUGT/ON. 1. 5EGT/ON lG'052-BUS/NESS B: M/N/MUMW/DTH OF GGN?R/DORS, HALLS,AND PA55AGEhGAYS SHALL BE 448. (PER 5EGT/ON IDG52, GOMPLYW/TH AG AIR CONDITIONING HDR HEADER a , `. �`.'_•, SECTION/018.3 AND SECTION 10202) AG ACOUSTICAL HDA /-/,4RD{n/A % ° - A. 5E6T/ON 10052-5TORAGE 5-2; M/N/MUM H/DTH OF CORK/DORS,HALL5,AND PA55AGENAY5 5HALL BE 448. (PER 5E6 TION 1005 2, COMPLY AGC, AGGE55 HOT HF/6HT Y,,. -- r /,;, .s H/TH 5E6 TION 10202,) AGF ACOUSTICAL PANEL HM HOLLOW METAL r ._ ACT AGOU5TIGAL TILE HF HIGH POINT ` r' N. SECTION 1029.9.1-A55EA1BLY ARE45 A-3: M/N/MUM W/DTH OF AISLES SHALL BE 42 WHERE AISLES HAVE SEATING ON BOTH 5/DE5(EXCEPTION, ADD ADDENDUM HT6 HEATING _ I' " ''�' 36"NHERE THE A15LE 5ERVE5 LE55 THAN 15 584 T5 AND POE5 NOT 5ERVE A5 PART OF AN AGGE55/BLE RGA,AND 368 WHERE A/5L.E5 HAVE ADJ ADJACENT HVAC HEATING VENTILATION 5EAT/N6 ON ONE 51DE(EXCEPTION: 30"HHERE THE A15LE 5ERVE5 LE55 THAN 15 5EAT5 AND PCE5 NOT 5ERVE A5 PART OF AN ACCESSIBLE AFF ABOVE FIN/5H FLOOR ,f AIR CONDI TION/NG NO ROUTE. ALT ALTERNATE 1C, 150LATED GROUND6,61VERAL � 0L / TION 7 2 SECTION TABLE-STAIR W/DTH ALUM ALUM/NUM IN INCH SUBMISSIONS: 1. 5EE EGRESS STA/RS TABLE ON A-IG'O. 3. 5EGTION 10052-CLEAR DOOR OPEN/NG: ARCH ARCHITECT(URAL) INSUL INSULATE (D) (ION) DATE: DESCRIPTION: I. 5EE EGRE55 DOOR5 TABLE ON A-100. ARF ABOVE RAI5ED FLOOR jr, JANI TOR'5 CLOSET D. SECTION 1006 -NUMBER OF EXIT5: BD BOARD LAM LAMINATE (D) 08/31/2023 if/USD FOR rILOG. 1. 5EE GENERAL N97F5,DRAN/NG 6-001,FOR ADDITIONAL /NFORMA TION APPLICABLE TO DEMOLITION AGT/V/T/E5.DEMOLITION N07F5 ARE APPLICABLE TO /. TABLE 1006.32 -NO. OF EXIT5 OR A6GE55 TO EX/T5 PER 5TORY FOR OCCUPANT LOAD LIP TO 500 PERSONS: 2 EX/T5 BLDG BUILDING LAV LA VA TORY E1 EMENT5 OF DEMOLITION DEPICTED THRG'L6hWr THE 5ET OF WN57RGCTION DOGUMENT5. 1N PARTICULAR 5EE GENERAL N07E NO I9 ON DRAN/NG 6-00% 2 EXITS PROVIDED FROM 2N9/FLOOR: 2 BLK BLOCK LL L IYELOAD 2 PROV/DE PROP05ED 5E6)EN6E OF OPERATION5 FOR DEMOLITION NORK TO DE5/6NATF9 REPRE5ENTATIVE5 FOR REVIEN PRIOR TO 5TART OF HORK. 3. EXITS PROVIDED FROM 15TI FLOOR: 4 BO BOTTOM OF LP INCLUDE COORDINATION FOR 5HUT-OFF,AND D15CONNEGT5 OF UTILITY 5ERV/GE5 A5 REWIRED, TOGETHER HITH DETA/L5 FOR DU5T AND N015E CONTROL E. 5EGT10N 100 7.1.1 -EXIT 5EPARATION BRC, BEARING MAX. LOW POINT PROTECTION. L REQUIRED: IN A 5PRINKLERED BUILDING, 1/3 OF THE MAX. OVERALL DIAGONAL DIMEN5/ON OF THE AREA 5ERVE9 = 156 FT MAXIMUM 3. COORDINATE 9/5CONNE6TION OF ALL UTILITY 5ERV/GE5 HITH UTILITY PROVIDER. OBTAIN ALL APPROPRIATE DISCONNECT LETTER5 AND PROVIDE GOP/E5 TO B5M BRICK MAIL MATERIAL ONNER AND ARCHITECT. 2. F/RSr FLOOR D15TANGE BE7TNEEN EXITS = 140 FT BSMT BASEMENT NEC-H- MECHANICAL 4. PROVIDE PHOTOGRAPH5 OF EX/5TIN5CONDITION5 THAT MIGHT BE M/5CON5772/ED A5 DAMAG177 BY REMOVAL OPERATION5. F/LE NITH ARCH/TELT PRIOR TO 3. 5EGOND FLOOR D/5TANGE BETNEEN E(IT5 = l23 FT. BUR BUIL T UP ROOFING MFR. (D)MANUFACTURE (R) (D) F 5E6T/ON 10/72-EXIT AGGE55 TRAVEL D15TAN6E(5PR/NKLERED BUILD/NG) GAB GAB/NET MIN 5TART OF WORK. MINIMUM I. 5EE TABULAR Dl5TANGE OF TRAVEL ON SHEET A-100. CB CATCH BA51N MIRROR 5. MAINTAIN A SUFFICIENT NUMBER OF FIRE EXTINGUISHERS ON THE JOB PER BUILDING GODS REQUIREMENTS STANDARD GONSTRI�T/ON GUIDELINES,AND A5 MIR G. 5EGTION 1019.3-EXIT AGGE55 5TAIRHAY5 IN OCCL/PAN61E5 OTHER THAN 6ROU95 1-2 AND/-3 GBIG GABLE HOLE' 1N CEILING MASONRY OPENING DIRECTED BY PRO.EGT MGR MD I. PROP05ED NORTHERLY 5TAIRHAY COMPLIE5 AIM CONDITION l HH/GH IN91CATE6 EXIT AGGE55 5TA/RWAY5 THAT 5ERVE OR A7M05PHER/GALLY MTL 6. 714E USE OF GUTTING TGRG/4E5 FOR DEMOLITION l51'ROH/B/TED. GBIF GABLE HOLE IN FLOOR METAL 7. REMOVE COM505TIBLE DEBR15 FROM TME NOWPLAGE AT THE END OF EACH DAY AND TO MAINTAIN A 5AFE AND GLEAN hORK ENVIRONMENT AT ALL TIME5. COMMUNICATE HITH ONLY 7TNO-TORIES ARE NOT REQUIRED TO BE IN AN ENGLO5E9 SHAFT. THEREFORE, THE PROP05E9 OPEN 5TAIR l5 PERM/TIED. GBIW GABLE HOLE IN WALL E-CORRIDOR FIRE-RE5/5TANGE RATl1JG N NORTH 8. GONDGLT DEMOLITION OPERATION5 AND DEBRIS REMOVAL TO ENSURE M/N/MUM lN7FRFFRENGE5 W/7N ROADS,577:EET5,NALKS AND OTHER ADJACH. TABLE 1020. ENT GGTY GLT.V.SBD CIRCUIT NIG NOT IN CONTRACT L OG( O �PANGY TYPES A-3,B,AND 5-2,SERVING MORE THAN 30 G'GGUPAN75, SPR/NKLERED BU/LD/NG: O 1401UR5 OCCUPIED OR U5ED FAGILITIE5. GEM GEMENT NO NUMBER 9. DO NOT GLG5E,BLOCK OR 07HERN/5E OB5TRLIGT 5TREET5,NALK5, OR OTHER OCCUPIED OR 05E9 FAGILITIE5 HIMOUT NRI77EN PERM155ION FROM I. 5EGT/ON 10204 -DEAD EW>5 L OGCN'ANGY TYPE A3: 20 FT. MAX. GI CAST IRON NOM NOM/NAL AU7HORITIE5 NAV/NG.SUR/5DICTION. 2. OCCIPANGY 7YPE5 B AND 5-2/N A 5PR/NKLERE9 BU/LD/NG: 50 FT. MAX. GL CENTER LINE NTS NOT TO 5GALE /O. ENTIRE BUILD/NG 15 TO BE DEMOL15HEV BUILDING HILL BE VACATED AND IT5 05E D15GONTIME9 BEFORE 57ART OF HORK. 3. ACTIAL: NOT APPLICABLE. DEAD END5 ARE NOT PROP05ED MTH/N THE FACILITY. GLC, GE1L INC OA OVERALL ll. BUILDINC75 IMMEDIATELY ADJACENT TO WHOLE BUILD/NG DEMOLITION AREA HILL BE OCCUPIED. CONDUCT BU/LD/NG DEMOLITION 50 OPERATION5 OF OGCVP/177 J. M/5CELLANEW5 EGRE55 N07F5: CLO CL05ET OG ON CENTER BIILD/NG5 HILL NOT BE D/5RUPTED. L FALL lT/E5 5HALL BE HANDICAP AGGE55/BLE 1N ACCORDANCE HITH THE REWIREMENT5 OF BG W5 CHAPTER 11-AGGE55/B/L1TY, ICC/AN51 GLR CLEAR (ANGE) OH OVERHEAD A. PROVIDE NOT LE55 THAN 72 HaR5 NOT/GE OF AGT/V/T/E5 THAT HILL AFFECT OPERATION5 OF ADJACENT OCCUPIED BYLD/N55. A//7.1-2009 AGGE55/BLE AND 05ABLE BU/LDINC75 AND FAGILIT/E5,AND THE 20/0 ADA 5TANDAR05 FOR ACCE551BLE DE5/67N. CMU CONCRETE MA50NRY UNIT OPNG OPEN/NG B. MAINTAIN AGGE55 To EXISTING WALKNAY5,EXITS,AND OTHER FAC1LIT/E5 U5ED BY OCCUPANTS OF ADJACENT WILD/N55. 2. EXITS 5HALL BE MAINTAINED 50 A5 To PROVIDE FREE AND L/NGB57RUG7ED EGRESS FROM ALL PART5 OF TME OCGUPANGY. No LOCK5 OR CNTR COUNTER OFF OPFOS/TE I2. COND/TION-EX15T/N5AT TIME OF IN5PECTION FOR B/DD/NG FWP05E H/LL BE MAINTAINED BY OkWER A5 FAR A5 PRACTICAL. F457EN/N575 THAT PREVENT FREE E5GAPE FROM THE IN5/DE ARE PERMITTED. COMPLY H/7H BG W5 CHAPTER lO CRITERIA. GOL COLUMN PG POURED CONCRETE 13. ON-5/TE 5TORAGE OR SALE OF REMOVED 17EM5 OR MATER/AL5 /5 NOT PERMITTED. 3. NO A/5LE SHALL BE OB57R1.G7FD 5O A5 TO REPZE IT5 REQUIRED H/DTH A5 AN EX/T. COMPLY H/TH BC W5 GHAP7ER lO GRl7FR1A. CORR CORRIDOR PL PLATE 14. REFER TO GENERAL N07E NO. l9 ABOVE, IF HAZARDOUS MATERIALS ARE 5U5PEB7E9 4. EM5P&EN6Y LIGHTING, ILLUMINATED EXIT 5/GN5,AND EXIT LIGHT/NG,WITH AN APPROVED/CODE COMPLIANT BAGK­UP POkER 50URGE 5HALL BE PL LAM PLA5TIG LAMINATE 15. COMPLYW/TH GOVERN/NG EPA NOTIFICATION REGULAT/ON5 BEFORE BEG/NN/NG DEMOLITIONCOMPLY H/7H HAULING AND D/5P05AL REGULATION5 OR PROWS? GONG CONCRETE PNL PANEL AU7HORIT/E5 HAV/NG JR/5D/GT/ON. GON5T CON57RUCTION l6. VERIFY UTILIT/E5 HAVE BEEN 915CONNECTED AND GAPPED BEFORE 5TART/NG NVL.EGILD/NG DEMOLITION OPERATION5. GPT CARPET FTN PARTITION NOTE GT CERAMIC TILE l7. DO NOT 5TART DEMOLIT/ON PORK LMTIL UT/Ll7YD/5GONNEGTIN6 AND SEALING HAVE BEEN COMPLETED AND VERIFIED IN{�lT/NG. PVC, POLYY/NIL CHLOR/DE REFER TO ENGINEER/NG DRAWINGS FOR ADDITIONAL NYS GODS REQUIREMENTS. 16. BEFORE 5TARTING DEMOLITION, REMOVE REFRIGERANT FROM MECHANICAL EQUIPMENT ACCORD/NG TO 40 GFR 82 AND REGULAT/0N5 OF AU7NORIT/E5 HAVING GTR CENTER R R15ER _M15D/CTION. DEMO 12EMOL I TION RA RA15ED A66E55 I9. ERECT TEMPORARY PRO7EGT/ON_-VCH A5 MALK5, FENGE5,RA/LIN55, GANOP/E5,AND COVERED PA55A0EWAY5,WHERE REOUIREO BY AUTHOR/T/E5 NAV/NG DEPT. DEPARTMENT RAD RADIUS NO. DATE: DESCRIPTION: JR15D/CTION AND A5 IND/GATED. COMPLYN/TH REQUIREMENT5 IN SECTION 015000 "TEMPORARY FAGILITIE5 AND CONMOL5." DF DRINKING FOUNTAIN RD ROOF DRAIN REVISIONS.- A. EVISIONS:A. PROTECT ADJACENT BUILD/NG5 AND F46ILITIE5 FROM DAMAGE DIVE TO DEMOLITION. DIA DIAMETER REF REFERENCE PROJECT TITLE: B. PROVIDE 7EMPORARY BARRICADES AND OTHER PR07ECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BVILDINC75 AND DIAG DIAGONAL REFG REFRIGERATOR FACILITIES TO REMAIN. DIM DIMENSION REINF REINFORCED G. PROVIDE PROTECTION TO ENSURE SAFE'P455A&E OF PEOPLE AROUND BUILDING DEMOLITION AREA A5 HELL A5 TO AND FROM OCCUPIED PORTIONS OF DIV DIV15ION RE5 RE51LIENT ADJACENT BU/LL21NG5 AND 57RLICTRE5. DL DEAD LOAD RFC, ROOFING 20. 115E HHER PVA M/5T AND OTSUITABLE WWP5 TO LIMIT 5PREA12 OF M15 AND DIRT. COMPLY N/TH GOVERN/NG EWIRONMENTAL-PROTECTION REGULATION5. DN DOWN RM ROOM DO NOT U5E YYATER HHEN IT MAY DAMAGE ADJACENT CONSTRUCTION OR CREATE HAZARDOUS OR OBEGTIONABL.E CONDITIONS, SUCH A5 /GE,FLOODING,AND RO ROUGH OPENING POLLUTION. DF DU5T 2/. 115E OF EXPL051VE5 L)5 NOT PERMITTED. DR DOOR FRO GT O RTU ROOF TOP UNIT 22. PROCEED H/7H DEMOLITION OF 5TRX TARAL FRAMING MEM9ER5 57-5TEMATIGALLY, FROM HIGHER TO LOITER LEVEL. COMPLETE WILDING DEMOLITION DS DOWNSPOUT 5 SOUTH OPERA ABOVE EACH FLOOR OR TIER BEFORE P15TURB/N57 5UPPORT/N57 MEMBER5 ON TME NEXT LOWER LEVEL. DTL DETAIL 36PO 5OLID GORE WOOD DOOR 23. REMOVE DEBRIS FROM ELEVATED PORTION OF 714E W/LD/NG BY Gf4UTE, HO/ST, OR O1NER 17EV/GE THAT HILL CONVEY DIER/5 TO GRADE LEVEL INA � � OjM 51V �/ /A/ � TION5 DING DRAW/NG SD STORM DRAIN CONTROLLED PE5CEW. DAR DRAINER 5EGT 5ECVON CUTC H OG U E FIRE DISTRICT A. REMOVE 5TRX TURML FRAM/NG MEM9ER5 AND LOWER TO GROUND BY METHOD 50 TABLE TO MINIMIZE GROUND IMPACT AND DU5T GENERATION. E EA5T 5F 50UARE FOOT - NEW BUILDING 24. PEMOL15H FOUNDATION HALL5 AND OTHER BELON-GRADE GON57RXTION IEA EACH 5/ SQUARE INCH A. REMOVE BELOW-GRADE CON57RUGT/0N, /NGLU91N57 BA5EMENT5,FOUNDATION WAL.L5,AND FOOTIN575 COMPLETELY. 1 UNLE55 07HERW/5E NOTED BELO/I REFER TO ENGINEER/NG DRAN/N595 FOR 5PEG/AL IN5PEGT/0N REQUIREMENTS RELATING TO THE ENG/NEER/NG D/5GIPL/NE5. EF EACH FACE 5/M 51M/LAR 260 NEW SUFFOLK RD. 25. VEMOL15HANDREMOVEEX/5T/N57 UT/LITIE5AN9BEL0N-6RADEUT1VTY5TRU67URE5. ELEG ELECTRIC, (AL) 5PEG 5PECIFIGATION CUTCHOGUE, NY 11935 26. COMPLETELY FILL BELOW-GRADE AREA5 AND VO/D5 RE511LT/NG FROMW/LD/NG DE40LIT/ON OPERATION5 HITH 5AT15FAGTORY 50/L MA7FR/AL5 ACCORDING 2 FIRE RE515TANT PENETRATION5 AND JOINT5: ELEV ELEVATION 5PR 5PRINKLER TO REQUIREMENTS 1N 57RUG7URAL AND EAR7HYVORK D/05/ON5. A. IN5PEGTlOA 5HALL BE COWXTED BY AN APPROVED AGENCY IN ACCORDANCE N/7H A5TM E2/74 AND A5TM E2393,A5 APPLICABLE EMERG EMERGENCY 50. 5GUARE 27. PROMPTLY REPAIR DAMAGE TO ADJACENTWILDIN65 CAU5E37 BYDEMOLITION OPERATION5. DISTRICT: SECTION: BLOCK: LOT: 28. REMOVE DEMOLITION N457E MATFR/AL5 FROM PROJECT 5/TE AND D/5P05E OF 7WM IN AN EPA-APPROVED C0N57RX T/ON AND DEMOLITION HA57E ENOL ENCLOSE (ENCLOSURE) 5TD STANDARD LANDFILL ACCEPTABLE AU7740RlT/ES HAV/NG.dlR/SD/GT/ON. - EG EQUAL 5 T 57EEL 1000 102 6 5 A. DO NOT ALLOW VEMOL15HEO MA7FR/AL5 TO ACCUMULATE ON-5/7F EW Y EACH WA5TOR STORAGE= B. REMOVE AND 7RAN5PORT DEBR/5/N A MANNER THAT HILL PREVENT 5P/LLA&E ON ADJACENT_I%WACE5 AND AREA5. EAC ELECTRIC WATER COOLER 5U5P SUSPENDED DRAWING TITLE: 29. DO NOT BRIO DEMOLISHED MATER/AL5. T TREAD ExG xc VA 7E 30. GLEAN ADJACENT 5TRUG7URE5 AND IMPROVEMENT5 OFE7U5T,DIRT,AND DEBR/5 CA)5E9BY W/LD/NG DEMOLITION OPERATION5. EXH EXHAUST TEL TELEPHONE A. GLEAN ROAPPYAY5 OF.PEBR15 GAU5ED BYDE9R15 TRAN5PORT. EX15T EXISTING THK THICK (NESS) EJ EXPANSION JOINTT 0 TOP OF N07E- EXT EXTERIOR T.0.5. (TOP OF STEEL) GENERAL NOTES, REFER TO 5PEG BOOK SECTION 024//6 FOR ADDITIONAL DEMOLITION INFORMATION. FD FLOOR DRAIN TYF TYPICAL 1 N FOUNDATIONGU/SHER UON UNLE55 OTHERN15E NOTEDFE FIRE ABBREVIATIONS, A N D VC VINYL COMP0517E TILE FIN FINISH (ED) VDT VIDEO 1215FLAY TERM/NAL SYMBOLS LEGEND FIXT FIXTURE VIF VER/FY 1N FIELD FLR FLOOR (INC) VWC VINYL WALL COVERING FP FIREPROOF W WEST FF-5C FIREPROOF SELF CLO5INO ICY/ A/TH DATE: NSA PROJECT#: FT FEET WB WALL BASE FTG FOOTING WG WATER CLOSET 08/31/2023 20-1990 GA GAGE, GAUGE WD WOOD SCALE: CONSULTANT PROJECT#: GG GENERAL CONTRACT(OR) AM WIRE MESH OF/ GROUND FAULT INTERRUPT PPO WITHOUT AS NOTED GL GLASS, GLAZING HP WATERPROOFING GAB GYPSUM BOARD WALL `Vl M WELDED WIRE MESH DRAWN BY: DRAWING NO.: I.UIM HG HOLLOW GORE f= WELDED WIRE FABRIC CHECKBY: JTM G-001 I I I PKC, U d F_ U FF-- 2 U Q Z UjJ J U) Y _U 2 U CO Li W Z t+ 0 N F- 2 U' af } © EMSCHICK SILVERMAN 66 EAST MAIN STREET PATCHOGUE, NEW YORK 11772 Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com CIVIL ENGINEER: PREPARED BY z e NDIGP ACC T)` l (AM5._ / A. CIVILE . .SITES 12 GILLETTE AVENUE ACC= / /�1T*7000' NCo) SAYVILLE,NY 11782 T-631.390.5985 I C-516.647.0472 L THESE N07F5 SUPPLEMENT THE INFORMATION 5H0{1M DIAGRAMMATICALLY E1 5EHHERE ON DRAW/NG 6-003 tjf@civilinsites.com 1 \ / 2. INFORMATION 5HOHN HEREON 15 NOT ALL IN6LU5/VE. REFER TO APPLICABLE ACCESSIBILITY STANDARDS AND GUIDELINES 5ET FORTH IN THE APPROPRIATE CHAP7ER5 AND APPENDICE5 OF STRUCTURAL ENGINEER: MIN. THE APPLICABLE VER51ON OF THE BUILDING CODE A5 PROMULGATED BY THE AUTHORITY FA�LITI 06C AllONI)GUIDELlNE5,AND7THE 20/0 ADA S A HOARDS FOR AGGESI BLE DE N J.P O NTI E R I LDP.E. D.P.C. IN575 AND MIN. 4"MAX (ADV FOR ADDITIONAL INFORMATION AND REQUIREMENTS. IN ALL IN5TAN6E5, THE M05 57PIN6ENT OR RESTRICTIVE CRITERIA THAT MAY BE FOUND IN ANY ONE OR IN ALL OF THE ENGINEERING & CONSULTING /7/9 r- --- - - FOREGOING STANDARDS SHALL APPLY. a I I = 5/GN 3. FLOOR SURFACES SHALL BE STABLE, FIRM,AND SLIP RESISTANT I 4. OPERABLE PART5 5HALL BE PROVIDED H/TH A COMPLIANT CLEAR FLOOR 5PACE FOR _ .LI k� APPROACH AND SHALL BE PLACED IN ACCORDANCE WITH THE RCQU/RED REACH RANGE 16 Commercial Blvd. IF 60" CRITERIA. OPERABLE PART5 5HALL BE OPERABLE WITH ONE HAND AND 5HALL NOT REQUIRE Suite 1A " in z 4"MAX 4"MAX ;� T16HT 6RA5P1N6, PINCH/N6, OR TWISTING OF THEWRl5T. 7HE FORGE REQUIRED TO ACTIVATE ' 48 111N. � N OPERABLE PART5 5HALL BE 5 POUA695 MAXIMUM. Medford, NY 11763 L -- - J MIN. k ry PG'✓T s k 5. THE RUNN/NG SLOPE OF WALKING 5URFAGE5 5HALL NOT BE 5TEEPER THAN 1:20. CRO55 5LOPE :. 5HALL NOT BE 5TEEPER THAN 1:48. 631.320.1040e ep OnJPCE t = Z I 6. THE MAXIMUM 5LOPE OF FLOOR 5WFACE5 w/TH/N DOOR MANEWERING GLEARANGE5 5HALL BE Office @f p-ce.com CONSULTING ENGINEERS 12" " 12' I I 8 M/N 6 MAX NO 57FEPER THAN 1:48 1N ANY D/RECTION. 11 7. RECESSED DOOR NOTE. WHERE DOORS ARE RE5E55ED IN AN ALCOVE 6"OR MORE IN DEPTH M/N. MIN MIN. L -- - -J L- --- J MIN- FROM THE PRIMARY WALL PLANE TO THE WALL PLANE IMMEDIATELY ADJACENT TO THE DOOR FRAME, THE FRONT DOOR APPROACHES 5HOkW ON DRAH/N6 6-003 5HALL APPLY WITHIN 7HE MECHANICAL ENGINEER: RE5E55/ALCOVE. WHERE SUCH A RECE55/ALCOVE 15 LE55 THAN 8"IN DEPTH, THE INTRUDIN G. 304.3 P/G. 30�3 P/G. 305.7 P/G5. 306.2 AND 306.3 P/G5. 307:2 AND 307 3(a) WALL SEGMENT NEED NOT BE DONS/DERED IN THE YARIGYIS APPROACH CLEARANCE TURN/NG SPACES CLEAR PLODR 5P�4GE �4L.GOY APPROACHTOE AND KNEE CLEARANCE PROTRUD/NG 03JECT5 REOVIREMENr5. 6. 1F PROVIDED,DOOR THRE5HOLD5/5AD)XE5 5HALL COMPL Y w/TN THE GHAN57E5 /N LEVEL- , 32" CR17FRIA 5HOHN ON DRAW/N6 6-003 32" - ` 9. THE RUNNING SLOPE OF RAMT'S SHALL HAVE A SLOPE EQUAL TO OR MORE STEEP THAN MIN. MIN. h20, BUT NOT 57EEPER 7HAN 1:12. DATA DRIVEN DESIGN a. EXCEPTIONS: �O l RAMPS TH A M9lM R OF 3"MAY W/ MAxI ISE HAVE A RUNNING SLOPE STEEPER KA R B O N ENGINEERING 3 THAN/.-/0,` BUT NOT STEEPER THAN 1:8. N � (b)SLIDING DOOR 1L RAMP5 H1771A MAXIMUM R15E OF 6"MAY HAVE A RUNNING 5LOPE 57EEPER SERVICES THAN I:12,BUT NOT 57FEPER THAN h10. 344 RARITAN CENTER PARKWAY IQ THE CRO55 5LOPE OF RAMP RUNS 5HALL NOT BE 57EEPER THAN 1:48. EDISON, NJ 08837 THE H/D77I OF RAMI'RUN5 SHALL BE 36"CLEAR BETWEEN HANDRAIL A55EMB/LE5- (732) 710-4000 TEL jigi rh (a)HINGED DOOR " 12. THE MAXIMUM RISE OF ANY RAMP RUN SHALL BE 30': (877) 703-9956 FAX 13. THE MAXIWM 5LOPE OF RAMI'LANDINGS 5HALL BE NO 57FEPER THAN 1.40 IN ANY DIRECT/ON- aNilI4. THE w/DTH OF 5TAIR5, THE W/DTH OF EXIT AGGE55 5TAIR5,AND REQUIREMENT5 FOR AN AREA cij a M/N. OF REFUGE 5HALL COMPLY H/7H THE PROV/5/ON5 OF CHAPTER l0, CHAPTER fl,AND HANDICAP 32" AGCE55/BILITY APPEND/CE5 OF THE APPLICABLE EDITION OF THE BUILDING CODE: (c�20"MAX lO" (�lO"MAX N M/N. �� l5. THE MAXIMUM 5LOPE OF 5TAIR 7REA95 5HALL BE NO 57FEPER THAN 140 IN ANY DIRECTION. 'b)X20"-25"MAX ^ ....... ...... MAX. /6. ERE HANDRAILS ARE REQUIRED AT RAMP5 H/TH A R/5E 6REA7ER THAN 6"AND AT 5TAIR5 HHERE PROVIDED AT HALKING 5URFAGE5, HANDRAIL5 5HALL MEE7 THE 5AME CR17ERIA A5 FOR (b)>/O"24"MAX 32"M/N. (a)42" (a)4�" HANDRAIL5 AT RAMP5 AND 5TA/R5. 6R/PP/N6 5URFAGE5 5HALL BE GONT/MJO05 w/TNOUT b. MIN. X<"01 MIN. (c)FOLDING DOOR (�DOORWAYS w/TNa'/T DOORS INTERRUPTION BY NEWEL P05T5, INTERMEDIATE 5UPPORT BRAGKET5, ETC. SUPPORT BRAGKET5 (b)36" V. ATTACHED TO THE BOTTOM OF HAA AIL5,WHERE NOT MORE THAN 20 PERCENT OF 7HE 36"MIN. MIN. MIN. l7. HANDRAIL EX7FN5ION5ARE REQU/RED TNFE15TRX7ER,ARE I TOP AND BOTTOM OF RAMP AND 57AIR RUNS NOTE: NOTA H/DTH 15) 60 RE H/TH THE EXCEPT/ON OF CONTINVOU5 HANDRAIL5 AT THE IN5/DE TURN OF RAMP5 AND 57AIR5. CLEAR w/DTH l5? 60". EX7FN5/ON5 5HALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE >r/G. 308.2./ /G5. 3®8.2.2(a)(b) >c/G. 308,3,/ P/G5, 308,3,2(Q)(b) F/G. 403.✓ >c/G5. 403.✓I(a)(.b) PIG5. 404.2.2 (a_420c CONT/NUOU5 TO THE HANDRAIL OF AN ADJACENT 57A/R FLIGHT OR RAMP 5EOMFNT. 0. REGARVIN6 THE 57RUCRRAL 5TREN6TH OF HANDRAIL5 AND GRAB BARS,ALLOWABLE FORD REACH 0657 RUG TED 5/DE RE4GH OB5TRUG TED ACCE551BLE ROUTE CLEAR ` IDTH CLEAR MIDTH 5TRE55E5 5HALL NOT BE EXCEEDED FOR M47ER/AL5 U5E9 WHEN A VERTICAL OR HORIZONTAL FORGE OF 250 POUN0515 APPLIED IN ANY DIRECTION AT ANY PO/NT ON THE HANDRAIL, GRAB FORWARD REACH 51DE REACH CLEAR IN/DTH ISO DLG. TURN Or DOORWAY5 BAR, F457FNER, MOWTIN6 DEVICE, OR 50PPORTIN6 5TRUG7VRE. PROVIDE ALL NEGE55AR)" TREATED HOOD OR 14 6A. 6ALVAN/ZED 57EEL FLAT 57OGK BLOCKING/BAGKIN6 w/7N/N (a)FRONT APPROACH, )TLL 5/DE (c)H/N5E APPROACH, PULL 5/DE M LATCH APPROACH. PULL 51DE H4LL5 A5 REQUIRED TO PROVIDE ADEQUATE 5,WORT IN ACCORDANCE w/TH THE LOAD (d)H/NOE APPROACH, FULL 5/17ECR/7FR1A. X 54"MIN 1F CL05ER 15 PROVIDED l9- HANDRAIL5, GRAB BARS,AND ANY ADJACENT 5URFAGE5 THAT MAY BE ENCOUNTERED 5HALL BE FREE OF ANY SHARP OR ABRA5/VE ELEMENT5- EDGES SHALL HAVE A MIN/MUM l/8"RADl1/5. z I I I- - - - - - - � 20. 5/6NA6ENO7E5: 5/6N5 IDENTIFYING PERMANENT ELEMENT5 /NGLUD/N6 AT A M/N/MUM,EXlT5/EORE55 ELEMENTS AND TO/LET ROOM5,AND HHERE DE5/RED, ROOM NAMES/NUMBERS, FLOOR NUMBER5,ETC., SHALL INCORPORATE BOTH V15VAL RAI5E77 CHARACTERS ALONG H/TH l8"MIN. (c)36"MIN, i 4"MIN. / , -- PIPLICA TE INFORMATION IN BRA/LLE. b. 5/6N5 PROVIDING /N5TRUGTICN5 /N ARE45 OF REFIKE AND 51GN5 PROV/D/N6 D/RE6TION5 60" TO ACCE551BLE MEAN5 OF EGRE55 5HALL INCORPORATE BOTH V15UAL RA15EP l 60" ARA67ER5 ALONG w/TN PUPL16ATF INFORMATION IN BRAILLE. 12"MIN I 12"MIN. MIN. 6o" GHWHERE NOT ALL ENTRANGE5 ARE AGGE55/BLE, TH05E EN7RANGE5 THAT ARE ACCE551BLE MIN 5HALL BE IDENTIFIED BY V150AL GHARAG7ER 5/GN46E DEPICTING THE INTERNATIONAL SYMBOL OF ACCESS/B/CITY, OR OTHER SYMBOL OF AGCE55/BILITY AS MAYBE REQUIRED z I22 MIN. BY THE AUTHOR/TY HAVING XR15DICTION- AT 771E ENTRANGE5 THAT ARE NOT Q I I I I er I I o -_ ACCE551BLE,DIRECTIONAL 5/6NA6E INDICATING THE LOCATION OF THE NEARE5T L_ - -- -- J d' � i i L - - - - - � � \ 60" / INGG'RPORA �ENTRANCE VISUAL RA�ED H�4/RAG7FR5 ALO w/DED l TN DUPLICA lE INFORMATION �1/N NORTH SEAL: IN BRAILLE. (b) d. V15UAL AND RA15ED CHARACTER ELEMENT5,AND PICTOGRAM ELEMENT5 SHALL FRONT APPROACH. PUSH 5/17E (e)H/NCE APPROACH, PUSH 5/DE 1aJ LATCH APPROACH. PUSH 51DECONTRA5T w/TN THE BACKGROUND. LIGHT COLORED ELEMENT5 ON A DARK GOLORE? F BOTH CLOSER AND LATCH ARE PROVIDED � IF GLGSER AND LATCH ARE PROVIDED 48"MIN IF CLOSER 15 PROVIDED BACKGROUND OR DARK COLORED ELEMENT5 ON A LIGHT COLORED BACKGROUND ARE ACCEPTABLE 48"MIN. IF BOTH GLGSER e. RAISED CHARACTERS SHALL BE 1/32"ABOVE THE BACKGROUND, SHALL BE UPPER CASE, AND LATCH ARE PROVIDED 5AN5 5ER/F AND NON-ITALIC. (� (b) (c) f. CHARAG7FR PROPORT/ON5 5HALL BE A FONT STYLE HHERE THE w/DTH OF THE RECE55ED DOOR NOTL=HHERE DOOR5 ARE RECESSED 1N AN ALCOVE 8"OR MORE IN DEPTH FROM THE PRIMARY HALL PLANE TO THE WALL PLANE IMMEDIATELY „ UPPERCASE LETTER O 15 555K M/N/MUM AND 110 MAXIMUM OF THE HE/CHT OF THE ; ADJACENT TO THE DOOR FRAME THE FRONT DOOR APPROACHES SHOWN ON DRAW/NG G-003 SHALL APPLY w/TH/N THE RECESS/ALG01/E. WHERE SUCH A RECESS/ (/PPERGASE LETTER "l': CHARACTER HEIGHT SHALL BE 5/8"MIN/MUM AND 2"MAXIMUM. ALCOVE 15 LE55 THAN 6"IN DEPTH, THE INTRUDING WALL 5EOMENT NEED NOT BE CON51DERED IN THE VAR1005 APPROACH CLEARANCE REQU/REMENT5. 5EE AN5/ SECTION 4042.3.5 FOR MORE INFORMATION. STROKE THICKNESS OF THE UPPERCASE LETTER "l"SHALL BE lOi5 M/N/M1JM AND 153>� t/ / MAX/MUM OF THE HEIGHT OF THE CHARACTER l OF 7HE FONT. W15 5TROKE 7H/GKNE55 065. 404-5. F10. 404.2.5-(0) C) 5HALL BE U5ED TO DE7FRM/NE THE ALLOHABL.E 57ROKE 7H/GKNE55 w/DTH OF ALL GHARAGIERS OF A FONT. SUBMISSIONS- DOOR UBMISSIONSDOOR �4PPRO,�GHES DOORS N SERIES 1114-1112' / 1/2� g- BRAILLE 5HALL BE CONTRACTED(GRADE 2)AND 5HALL HAVE A DOMED OR ROUNDED DATE: DESCRIPTION: /N SHAPE. COMT'LY H/7H RE00/REMENT5 5ET FORTH 1N ADA 5ECT10N 703.3 AND ICG A1171 08/31/2023 vfmu FOR FILING O 12" 12" 5E6,TION 703.4. 60" 60" MIN. M/N. h. WHERE PICTOGRAM5 ARE PROVIDED, THEY 5HALL HAVE A FIELD HEIGHT OF 6"MIN/M1 M- RA15ED CHARAGTER5 AND BRAILLE SHALL BE PROV/DED DIRECTLY BELOW,BUT NOT MIN. 1 MIN. 1 12" 1 1 12" MIN. m z LOCATED W/TH, THE PICTOGRAM FIELD. _� 21 DETECTABLE WARN/NG(5TRIP5)5HALL CON5/5T OFA 5ER/E5 OF TRUNCATED DOME5 MIN. MIN. COMPLYING H/TN 5EGT10N 705 OF THE ADA AND 5E6T/ON 705 OF ICG A1/7-lI, THEY 5HALL BE PLACED AT TRAN5PORTAT/ON PLATFORM E96E5 AND AT ALL LG'GAT10N5 A5 07NERw/5E N . LAND/NG RAMP RUN LANDINGPRESGR/BED/REQU/RED BY ENE AUINOR/TY HAVING.rUR/SDIGTION. AT L EA5T A5 w/DE A5 RAMP RUN PIG. 40✓r-.9.1 06. 504.2 (a)srA1R5 P/65. 505.5 AND ADA 505.6P/G. 505.10.1 (� EXTENDED FLOOR 5URFAGE TREA05IR15ER5 FOR HANDRAIL D/MEN5/ON5 RA/1- EXTEN5/ON5 bo ACCE551BLE 5TAIR5 m AT RAMPS 12" 1�05 TYP 1112"MAX. CURVED RAMP RUN (a) VERTICAL R15ER (b)CURVED N051N6 RAMPS LANDING (a) BARRIER PREVENT5 a (a) 4"-6 1/4" `X'� X PA55AGE OF 41NCH m z PERIMETER I~� 5PHERE w/TH ANY 30 DEG. MAX a PORT/ON H1 THIN 4 1112"MAX. � 2//4" FTF INCH OF FLOOR - � 4 MAX BEVELED V (c)BEVELED N05/N6 (d)ANGLED R15ER (c)wALK1N57 56RFAGE5 V NO. DATE: DESCRIPTION: �R NOTE-• X= ]READ DEPTH V REVISIONS: PROJECT TITLE: F/G5. 40✓7 F/G5. 405.9.2 F/G. 504.5 (a)(b)(c)(d) F/G. 505.4 (a)(b)(c) F/65. 505.7 2 F/65. 505.10.2 AND 505.10.3 RAMP LANDINGS RAMP EDGE PROTECTION 57AIR N05IN65 HANDRAIL HEIGHT HANDRAIL GRO55 5EGTION RAIL EXTENVON5 AT 5TIR5 NOTE: 12"EXTENSION AT DETAIL5 ABOVE ARE TAKEN AT FLAT 5URFAGE OF EXTEN51ON CUTCHOGUE FIRE DISTRICT - NEW BUILDING 260 NEW SUFFOLK RD. CUTCHOGUE, NY 11935 DISTRICT: SECTION: BLOCK: LOT: 1000 102 6 5 DRAWING TITLE: HANDICAP ACCESSIBILITY STANDARDS DATE: NSA PROJECT#: 08/31/2023 20-1990 SCALE: CONSULTANT PROJECT#: AS NOTED - DRAWN BY: DRAWING NO.: JTM G-002 CHECK BY: PKG U d 0 U F 2 U Q Z LJK J Y _U 2 U U w W Z N a.O 2 >. O ® EXIT 5/0N(ARROWS DENOTE DIRECT/ON) t®t EMSCHICK SILVERMAN 66 EAST MAIN STREET FEC PATCHOGUE, NEW YORK 11772 EXIT - G FIRE EXTINGUI5HER GAB/NET ® Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com 5URFAGE MOUNTED FIRE EXTINGU15HER SMFE EXIT - -- ------ L - - - - OCCUFANC '� ANAL Y�l-5 ROOM CIVIL ENGINEER: A5 PER TABLE 1004.12 PREPARED BY _ STORAGF ROOM OCCUPANCY OCCUPANT TOTAL rQ BM✓c ROOM NAME AREA 5TAIR B F /231 EXIT - B NUMBER TYPE PER SQ. FT. OCCUPANTS 122 zI STORf�GE STOR�GB FiR5T FLOOR ;sI //✓ nip Tj. Q ,� 101 VESTIBULE BUSINESS 95 11/50 / y Hl�LLlN�Y 102 RADIO ROOM BUSINESS 20r✓- 1/150 2 CIVIL SITES k H LLNA L61/�TOR 5TORAG I /Oq VE5TIBUL 12 GILLETTE AVENUE 103 TL T NON-RATED 34 - O l�Yf4TBR / 120 /l8 ll3 FEC, 111 SAYVILLE,NY 11782 HG T 104 LOBBY BU51NE55 235 11/50 2 ELBGTR/G t I 107 p Ham- p 5TORA&E T-631.390.5985 C-516.647.0472 ROO {�YOMENS /O8 //2 /05 LOUNGE BUSINESS 525 ///50 4 tjf@civilinsites.com ® � �tUX/L�RY O I 106 BREAK ROOM B051NE55 8/ 11/50 I HXHBREAK y _ _ STRUCTURAL ENGINEER. 107 HGT NON RATED 34 0 124 ROOM ---------- Lf1��To `� I /06 �{ +; /019 HGT NON-RATED 47 :. - J.PONTIERI, P.E, D.P.C. I _— 109 J.G. 5TORAGE 14 //� 1 ENGINEERING & CONSULTING t I ST�tIR flk ,,/ llO STAIR A NON-RAlID - - O 6ARA&B / L7t,AVEL ,9L5T4hCE-A BitK5 /lO 111 VE5TIBUL.E BU51NE55 236 11150 2� - I 16 Commercial Blvd. (ll2 FT 250 FT MAX) ll7 I 112 5TORAGE 5TORAGE 30 //300 / Suite 1A I - 113 HALLWAY BU51NE55 100 11150 1 Medford, NY 11763 ..:. , .. _ f L 631.320.1040 telephone N ll4 STORAGE STORAGE 73 //300 / I" I O ice -ce.com CONSULTING ENGINEER'S 16 IPS ll5 EMS STORAGE STORAGE 68 //300 / ff ��p I�IN LOUNGE I i /Oj1" I 116 HA5H ROOM BUSINESS 154 1/150 2 p 117 &ARAGEBAY5 PARKING GARAGE 6,645 1/200 35 MECHANICAL ENGINEER: I W LOBBY ztp 1119 5TORAGE STORAGE 57 1/300 1 ll9 WOMENS AUX/LARY BUSINESS 178 11/50 2 K � v . I TL T Q A R 120 HALLWAY BUSINESS 125 1//w I T DRIVEN EGN I I _J l2! AATFR/EL.EG7RlG RM. STORAGE/MEGHANIGAL /719 //300 / I KARBON ENGINEERING EXIT - B 122 57AIRB NON-RATED - - 0 SERVICES I; 123 5TOR AGE STORAGE 58 1/300 I 344 RARITAN CENTER PARKWAY RSD/O _ = II I V55T/BULB 7032 O7 0-4000 TEL N, NJ 08837 OFF/GB I FIRST FLOOR G'GCUPANGY TOTAL. 60 OGGIPANTS (877)703-9956 FAX /02 SECOND FLOOR ( ) I 20/ COMM155IONER 5 5111 TF BU5/NESS 962 11/50 7 EXIT _ EXIT _ 202 ATTIC,AGGE55 NON-RATED 3/ - 0 203 ELEV. LOBBY B05/NE55 180 11/50 2 204 TL T NON-RATED 73 - 0 lR= L®®A=aR A-�R55 AN 205 SECRETARY TREASURER BUSINESS 265 11/50 2 DISTRICT 5GALE: //O'= /'-0" 206 HALLWAY B05INE55 75 11/50 1 207 HOMEN5 NON-RATED 152 - 0 208 HALLWAY B115INE55 455 11/50 4 209 MENS NON-RATED 147 - O 210 STORAGE 5TORAGE l3 1/300 I 211 HALLWAY BU5/NE55 326 11/50 3 212 OFFICE BU51NE55 226 11150 2 213 GAPTAIN5 OFF/GE BU51NE55 /119 11/50 / 214 GH/EF5 OFF/GE BU51NE55 496 1/150 4 215 5ERVER ROOM 5TORAGE 55 //300 / BALCONY 216 STORAGE 5TORAGE 147 //300 1 230 2/7 HALLWAY B)15/NE55 I/9 //150 / 2/8 HALLWAY BU/5/NE55 344 //150 3 5TAIR B . o C 1 5TOIAGB 2/9 JANITORS GL05ET STORAGE 17 //300 / ❑ I GOMMUN/TY NORTH SEAL. BX _ 22q M BAR j � GATHER/NG HALL 234 220 HGT NON-RATED /319 - o Ir o DN _ 23/ 233 221 HC NON-RATED 59 - O ` . . . . lilt — 222 5HOWER NON-RA7F9 62 O i BUNK RM. �HOINER s - G ATT�c ACCE55 - I 223 NDN-RATED 27 O , Ta 1 EVA TOR �CCE55 22 226 STOR. - ' ^ . Y � � 12021224 MEMBERS LG�INGE ASSEMBLY 1,082 //IS 7! I I TGHEN _ rRA_VEL D NGE- G I 228 y 232 (171 - - - - - 225 EMS OFFICE BllS/NE55 98 11/50 / I o HALLXAY I HG T HG T _ 226 BUNK ROOM B/J51NE55 105 11150 I SUBMISSIONS: 227 ' LAY /,2 i i - 227 HALLWAY BU51NE55 /67 ///$° 2 DATE: DESCRIPTION: /r�� 5T GB — 228 STORAGE STORAGE l2 //300 / 08/51/2025 ymw roR PILOG ® R4r�oN ']UL i WALK-IN AALK-IN 3 F LFl/�4TOI� -- - T�IR 229 STAIRB NON-RATED 20/ - O REFRIDGE. FROZE EM5 I ATT/G ° N1 � - -_- __ 236 230 BALCONY NON-RATE9 158 - O OFF/GB GGE55 2/q HALLX Y FEC, ' 231 BAR KITCHEN 110 11200 1 225 _ 223 2/8 �—► � � ELEV. _ BBY �y.1yHALLXA 232 KITCHEN KITCHEN 560 //200 3 I' I 2019 2�3 233 GOMMUN/TY GATHERING HALL A55EMBLY 1,484 1/15 99 ® T II -- ------- ------ 234 57ORAGE 57ORAGE 804 1/300 3 J I �, 5TORAGE fit L MENS O 5 L--J - 5BRYBR 2/6 2 ZOq STOR. 207 TL T 235 STORAGE STORAGE 144 //300 1 __a - RM. o 0 204 COMM/55/ONBR 5 236 5TAIR A NON-RA 7E9 - - 0 Ir - _ 2/O - 5U/TB / II — 2I✓ I SECOND FLOOR OCCUPANCY TOTAL: 2/7 OCCUPANTS MEMBER 5 20/ TOTAL OCCUPANCY- 277 ❑ LOUNGE 224 H�4LLl�Y,4Y =s NI _ BAR _ HALLHA - - °I TRAVEL D/STANCE-D _ _ t I i J Iv IE/ 95 FT 250 FT MAX)MAXJ ( 1 I I u- i I I ii I I I / -I I ,----il r----'i_-- _i�1�1==-=U���—= I�-���---r - -- GH/EF5 GAFT. 5EGRETAR K _ J_ _ J _ _ DOOR DOOR HIDTH GOMPUE5 (0.15)PER MAX/MUM REQ)IRED DOOR M/N/M)M DOOR I —� OCG. OCCUPANTS W/DTH A/DTH _ I OFFICE OFFICE OFFICE TREA5URER D/5TR/GT NO. DATE: DESCRIPTION: Al 0.1511 136 20.4" 32" 72" YE5 .L���_�_._-e6 2/4 2/3 2/2 205 .�_ ' REVISIONS: " �� �� PROJECT TITLE: 0.15 6 .90 32 33.75 YES G 0.15 22 33 32 33.75 YES 7J' 0.15" 2 .3" 32" 33.75" YE5 E' 0.15" 20 3" 32" 33.75" YES / F' 0.15" 94 14.1" 32" 33.75AN NOTE5: CUTCHOGUE FIRE DISTRICT 1. DOOR CAPACITY PER: NY5 BG 2020-5EGTION 1005-32 0.15"PER OCCUPANT. - NEW BUILDING SCALE: l/8"- l'-0" 2. ENCROACHMENT OF DOORS SHALL NOT REDUCE A REQUIRED H/DTH BY MORE THAN 7 INGHE5 HHEN FULLY 260 NEW SUFFOLK RD. OPENED A5 PER 1005.7.1 500R5. 3. THE MINIMAL DOOR CLEAR OPENING WIDTH FOR MEANS OF EGRE55 DOOR5 15 32" THE MIN/MAL DOOR CLEAR CUTCHOGUE, NY 11935 OPEN/NG HE16HT FOR MEANS OF EGRE55 DOORS 15 80"PER l0/0.1.151ZE OF DOOR5. 4. DOOR 57015,AND GL05ER5 5HALL BE PERM/TIED TO BE 78"MIN/MUM ABOVE THE FLOOR A5 PER 1010.1.1.1 DISTRICT: SECTION: BLOCK: LOT: EXCEPTION. 5. 7HE OGC)PANT LOAD5 OF FLOOR5 5HALL NOT BE CUMULATIVE FOR THE FWF05E OF DE5/GN/NG VERTICAL 1000 102 6 5 EX1T5 EXCEPT WHERE ONE FLOOR 15 U5E9 BY ANOTHER A5 MEAN5 OF EGRE55. A5 PER 1004 OCCUPANT LOAD. DRAWING TITLE: FIRST AND �R r /)4?_ TABULAR - 5TAIV6 ® TRAV � SECOND FLOOR EGRESS PLANS STAIR 02)PER OCG MAXI� REOUI� 5TAIR WIDTH COMPLIE5 EXIT D15T-I D/5T-2 D/5T-3 D/5T-4 D15T-5 Dl5T-6 9/5T-7 D/5T-6 D/5T-9 D/5T-10 TOTAL OCCUPANTS 57A/R WIDTH ROUTE ANG 57AIR A 02 126 25.2" 48" YE5 A 29'-10" 32'-0" l6'-0" 25'-2" 9'-O" - - - - - 112'-0" DATE: NSA PROJECT#: 57AIR B O,2 94 18.8" 46" YE5 B l0'-0" 70'-0" 34'-0" 3'-0" - - - - - - //7'-0" 08/31/2023 20-1990 N07F5: G 3'-0" 46'-6" l8'-0" 34'-0" lO'-6" 9'-O" 34'-6" 5'-O" lO'-lO" - 171'-4" SCALE: CONSULTANT PROJECT#: L EXIT 5TA1R GAPACIT1E5 PER: W5BC. 2020-SECTION 1005.3.1 -EXCEPTION 1, FULLY 5PR/NKLERED BU/LD1NG. D 5'-011 28'-0" 7'-O" 59'-O" I9'-O" 46'-0" 21'-0" 3'-O" 5'-0" - l95'-O" AS NOTED — 02"PER OCCUPANT. N07F5: 2. M/N/MUM 5TAIR WIDTH PER: NYC,BG,2020 -5EGT10N 101/2. 44"M/N/MUM. 1. MAX. TRAVEL. D15TANGE A5 DETERMINED FOR A ASSEMBLY FULLY 5PR/NKLERE9 15 250 FT. PER NY5 2020 DRAWN BY: DRAWING NO.: BG TABLE 10172 JTM A- 1 O O CHECK BY: PKG U a F_ 0 LU 147=4" a 01 //'-0" 25=8" 23=8" 12-1" 38=3" l8'-1011 l5=4" w J 1/= "025=8" 95=4" l5'-4" l=3" =3„ 9" 3,-4„ /1-311 38'-11" 28'-011 l'-1/" 3'-4" /L/0" /8'-1011 I l=3' l'-8" L. 1/'-8"01 M.O. z G21 " N w O MIN. 5LD 2'-6' GII 5 GII i 5 5 4 A-411 2 } A-311 A-201 G22 A-310 -300 ll6 G16 5A -300 © N EM S C HICK S I L V E RM AN G54 - 1 1 66 EAST MAIN STREET m m Phone. 631 563 2130 Fax. 631 563 2139 www.nsarchitects.com 1 - - - - - - - - - - - - 1 T.O. 5LAB f_' ll7 T.O. SLAB(LOW PT) = AT DOOR DRYERTO. 5LA • 2 M/N -9 ELEV O'-0„l H PT G25 GOb G54 Gp�} ELEV-O'-4" m FIE/-O'-4" r I 6 G� O G25 G25 TYP. TYP. 1 its I A-401 A-401 G21 I I I G54 I m I 5 O124 DNGIO ROOM IA A-312 A-404 GI6 I 1 5A T- GII GII . /4'/O„ m CIVIL ENGINEER: R 5ER 8 6 2 - - - GIS �I II5 G02 /5'-6" 3=0" GII I CAO I I I I I I ( I I I 1 I G54 1 " I I G IO _ 6 I A ' rn PREPARED BY Gs4Lp a8 A 4 - 4 2.1 STAIR B I I I I I I I I I 1 I I 01s _ = 5TORAGB G25 /22 G04 �.c� 114 G�2 - - - - - 5A G21 GOb _ ° I 123 TYP. + Tg"PER FT �� O 1YP. G54 L c^•18 PITCH m = BM5 G54 3'-O" 6'-4" 6'-O" =3„ 2 6 I coo I I I 5TORAGB 5TORAGB M.O. C�V� L SITES A-404 A-405 I 8 GOI I " " G04 � /I `a �o C.01 6A ObA P I Trp. 6 Il$ I G02 G04 "'4 P GI6 12 GILLETTE AVENUE 654 N 112 SAYVILLE,NY 11782 _ 123 bA Go O 7YP 111 % 1 9=2" 9=10" T-631.390.5985 I C-516.647.0472 MOO# m EQ. 2 rJ J o ivrn msi es.com T.O. SLAB f a c bA GII w 6 I (H T) _ - 1�1�4TBR/�LBGTR/G bA TOOL I ELEV O'-O" N = 2 6 Gob ROOM I GOI I ELEVATOR B I 5TORA _ GIO = STRUCTURAL ENGINEER: rYP _ ll8 o " cl m m CA2 HAL XA)e 4 G25 2 /2/ I 0 1 lig t PER Fr. G54 G51 I I m = a PITCH G " ll3 1B GI4 �`-M 3 G25 J.PONTIERI P.E. D.P.C. " " +1 7-41/2 2 = lO-4 6-lO 7-9 (ADJ. TO TOR�GB a 1 bA H�4LLlNi4Y I Gol LINTEL] Ill A-312 ENGINEERING & CONSULTING o I w - Iw /20 �� i .u. � -O" h10'-0" GI2 � 5%p � GI2 Gol I % SA GT 6-0 uo " " a] ° 16 Commercial Blvd. lob J.G. 5T/BULB A -- - - - G12 IA O GI2 !zs H�YH 9 _ bA G54 I _ 108 _ �? I_� _ 2.S Suite 1A GI5 PCE 1 G03 Gob 1 2 TOILET IA --J r" - - - - - - Medford, NY 11763 A310 6111 O Y , m I F' A-603 4 107 T Typ \ ` \ clI 631.320.1040 telephone o - - - - - - - - - c -ce com cpNSUtT1NGENGiNEEas GI2 AUX/LARY - - - - - - R G24 = Office 1 p _ Gob .. = TYP ` 1.7 O i e@ o //9 4 >u _I o Gol � \ � '- � I N 122 m � TOP OF SLAB � � ,, .W<` 1 G03 ELEV. O'-O" I 5=4" I- --- A ---- I ' 1?'P I � � MECHANICAL ENGINEER: G25 654 5'-0" 6=4" `� G54 - - - LEVATOR A G02 I3 _ M.O. T.O. 5LAB H H PT SB SB ' A-4 i O Io 2 I �� bA 1 m E� 6 ELEV 0'-0 A-41 O A-41 O BREAKK4- - Lj 6s M k--*, MR0005 -Rapp, l2/ 300 I G54 5,-0„ n r I G02 ROOM -Boo DATA DRIVEN DESIGN 1111 - - = - - /� P SAFE STT�tIR A � GIo I KARBON ENGINEERING = 106 SERVICES Gib GIO G04 /20 GI5 � I I ,........... .... ... IlO 2 � A-511 4 344 RARITAN CENTER PARKWAY �• - - � 625 -�T.O. SLAB(HIGH PT) TYP "� GI6 - - ELEV O'-O" "`� EDISON, NJ 08837 2 I 1 TO. 5LAB H16H PT) I G04 I - - - - I O (732) 710-4000 TEL A312 ELEV O'-O" TYP i - - - - (877) 703-9956 FAX BAK5 I _ _ - - //� 2 `� FINISHED FLOOR ELEVATION I A-200 2 TOP OF 5LAB(TYP) - A-201 I 1 G54 1 G30 ELEV. 29'-O" - - - GOO I (ADJ. TO (DATUM= O'-0'� A-404 A-404 - 7YP. \\ I� LINTEL) G54 _ Gob - - - 2 GOb I GOb I GI5 I A-312 TYP. I TYP. LOUNGE A-404 /O✓r' I 2 - - - -400 -400 O ` I I I I Got I m GOI I G01 G25 G03 TYP. 6 G25 654 620 I 5 LOBBY 605 � I � � 6 A-bot 104 G54 7YP w w w A-602 Got Goy J K 4 = n 4 = 2,-6„ 3,-0„ /L6" 41-01, 11 12 4 A-310 I +I I +i I +i O I I GI6 16 A-410 -A-410) A310� o `v J K I Goa G2o - - - - G54 S TL 1=51/211 NORTH SEAL: 103 3A m G21 ti Q� I I I /O <e4-- MIN. =rr Z` I Q ti J IB l0 GI2 8 //2" GI7 /02 G23 +i pQ��V rE3 4 :." . A-404 +i _ G20 G04 RADIO I 602 I� G16 iu W, II II i 'T' [�GQfl A-404 I A-404 6 102 :G20 1 I �G54 - - GIO A-602 IB LL GI3 T.O. 5LAB A O R = n G25 EL . -O'-4" I 1 I T.O. 5LAB T R 24 G02 ,� 5 O � r G I I G54 Glq Glq ELEV.-O- 5 5/M. In O SUBMISSIONS: GIO I G25 I G04 I C'33 G54 - G02 6 O G54 GI6 /`T.O. 5LAB(LOW PT) I 128 I I 129 m +Iq,6„ A 602 /4=3° DATE: DESCRIPTION: �T.O. 5LAB 20W PT) � "� Glq 127 ELEV -O'-4" 7YP ELEV.-O'-4" C5 r,1'7 � � 08/31/2023 U./11rD POR FILInG rc FR/ Y GK I - - - -- r G54 - I I I I I I I (�ASELIiry i /GK / I I I I � 13R Pl TER LA5 11 I I I I BRICK PlLA5TER l i+ Gib (�j II II 2,5 LL.� LL_, L �_LI / /„ =6' 3=l" GII G01 � � M/N. O 71p © m I I S.1 623 2 A-405 G21 SIM 2 M G21 A-500 G02 v v 5 2 I I 5 I O 5 G22 A310 G22 G22 A310 A-200 A310 G22 300 G22 03 A311 A310 -3" 3 4" 28'-0" 3=l" l=3' S=4" 28'-0" 3w, 3L6. 28'-0" -4" 3'-4" 8„ =3" I=1011 3'-6" 8=0" 31-6" 3-4" 12'­4 l=8" l=3' �J" M.O. M.O. M.O. M.O. M.O. A-405 36=B" I 74'70 36=8" 01 34'-2" 38=3" 38=3" 34'-2" /47'-4" / ®® CON-5TRU6 �/ON AN NO - C®N5T U�fiI ®N I� N® (NOTE: SELECTED KEY NOTES MAY NOT BE APPLICABLE TO TH/S SHEET)/ 6ENERAL C � � GOI REINFORCED l2"P.G. 5LAB ON GRADE. SEE�7RUG TUBAL DRAW1665. G30 5L 1D1N6 ALUMINUM$ &LA55 DOOR A55EMBL Y. �® I ��� ��� I ® I � � � I � 1 10/20/2023 ADDENDUM#1 5CALE: I/4" _ l'-O° FOR ADDITIONAL INFORMATION. GON517?IIGTION NOTES ARE APPLICABLE G02 REINFORCED 6"P.G. 5LAB ON GRADE. 5EE 5rW n1RAL DRAW/NG5. G31 CL.A55 K-RATED PORTABLE FIRE EXTIN5505HER IN ACCORDANCE W/NY5 BUILD1N6 GORE SEGTION5 906.1, ITEM 2, 906.4.1 I. 5EE GENERAL NOTES,DRAWING 6-00/, AND 906.42 OF THE NY5 FIRE CODE, A5 APPLICABLE. NO. DATE: DESCRIPTION: TO NEW WORK DEPICTED THROUGHOUT THE 5ET OF CON5TRUGTION DOGUMENT5. ® REFER TO WALL AND PARTITION TYPE5, DW& A-603. 2. E57ABL15H L/NE5, &RADE5 AND BENCHMARKS NECE55ARY FOR PROPER WORK. FVRNI5H G1VEN 5URVEY DATA. ® REFER TO DOOR AND HARDWARE 5GHE9ULE5 ON 5HEET A-601 FOR DOOR, FRAME,AND HARDWARE G32 PROVIDE A BUILT-UP MTr. 5TUD P05T ANCHORED TO FLOOR AT FREE END OF LOW WALL5. REVISIONS: 3. DO NOT 5CALE DRAWINGS. INFORMATION AND DETAIL5. PROJECT TITLE: G33 OVERFLOW ROOF PIPE DRAIN. REFER TO PLUMBING DWGS FOR ADDITIONAL INFO. 4. LARGE 5CALE DRAW/N65 TAKE PRECEDENCE OVER 5MALL 56ALE DRAWIN&5. DETAIL DRAW/NG5 TAKE ® REFER TO WINDOW 561-1EDULE ON DWG. A-602 FOR WINDOW AND FRAME INFORMATION AND DETAIL5. DOOR. PRECEDENCE OVER LARGE AND SMALL SCALE DRAWINGS. 634 COMMUNITY GATHERING HALL BAR BA5E/WALL GABINET5 AND DRAWER5. 5EE DW65 A-500 -A-505 FOR MILLWORK DETAIL5. (5EE DOOR SCHEDULE 5HEET A-601 FOR ADD1T10NAL. INFO) 5. THE CONTRACTOR SHALL TAKE NO ADVANTAGE OF ANY APPARENT ERROR OR OM155ION IN THE CONTRACT ® 57RZMRAL. 57EEL COLUMN. 5EE 57RZ7VZ i. DRAW/NG5 FOR ADDITIONAL. INFO G35 MENBER5 LOUNGE BAR BA5EANALL GAB/NET5 AND DRAWER5. 5EE DWG5 A-500 THROUGH A-502 FOR MILLWORK DETAIL5. Ir DOCUMENT5. 1N THE EVENT THE CONTRACTOR D15COVER5 5/UCH AN ERROR OR 01155106 IN THE CONTRACT GOl OVERFLOW ROOF PIPE DOWN5POUT NOZZLE �ROIU&H EXTERIOR WALL AT 2'-0"A.F.F DOGIUMENT5, HE 5HALL IMMEDIATELY NOTIFY THE ARCHITECT. THE ARCHITECT WILL THEN MAKE SUCH (5EE PL"ING DRAWINGS) 636 MEMBER5 LOUNGE 51DE BAR BA5E./WAL.L GAB/NETS. 5EE DWG A-500 FOR M/LL.WORK DETAIL5. DOUBLE DOOR CORRECTIONS AND INTERPRETATION5 A5 MAY BE DEEMED NE5E55ARY FOR FULFILLING THE INTENT OF THE 608 METAL PAN 5TA1R. 5EE STAIR DETAIL5 ON DNC. A-401 FOR ADDITIONAL INFO. AL7ERNA7E CONDITION 15 5HOM,, 5EE 5E6 TION 012 300 IN 5PE5 BOOK FOR ALTERNATE INFORMATION. P ® A (5EE DOOR 5CHELVLE SHEET A-601 FOR ADDITIONAL INFO) CONTRACT DOCUMENTS. 5EE GENERAL NOTE'NO. 39,DRAW/NG 6-001. Gal MEMBER5 LOUNGE BA5E GAB/NET5 AND DR4WER5. 5EE DWG A-502 FOR MILLWORK DETAIL5. 'A"DEN07F5 ACT/VE LEAF 6. PARTITION THICKNE55 5HOWN ON CON57RUCTION PLAN(5)OR ENLARGED PLAN5 ARE NOM/NAL DIMEN51065. ® ORNAMENTAL 57AIR. 5EE 57A1R DETAIL5 ON DWG. A-400 FOR ADDITIONAL INFO. ALTERNATE CONDITION 15 5HOWN, 5EE 5EGTION 012 300/N 5PE6 BOOK FOR ALTERNATE INFORMATION. "P"DENOTF5 PA551VE LEAF PARTI T10N5 ARE DlMEN510NED FROM FIN15H FACE TO FIN15H FACE IME55 OT HERWI5E NOTED. 5EE PARTITION CIO 60x60 UO.N. "FLAT"5URFA6E W/A MAXIMUM PITCH OF/.46 AT ALL DOOR5. 638 HALLWAY BA5E AND WALL CABINETS. 5EE DWG A-503 FOR MILLWORK DETAIL5. C U TC H O G U E FIRE DISTRICT TYPE DETAIL5 FOR A6771AL DIMS. ALTERNATE CONDITION l5 SHOWN,5EE SECTION O/2 300/N 5PEG BOOK FOR AL7FRN,47F INFORMATION. 7. WORK 5HALL BE ERE67ED AND IN5TAL.LED PLUMB,LEVEL, 50UARE, TRUE AND IN PROPER AL 1GNMENT. GII 8"ROUND ALUMINUM DOWNSPOUT FROM ROOF ABOVE TO 5TORM WATER COLLECTION 5Y51EM ox WINDOW - NEW BUILDING 8. G. G. NOTE MASONRY GGPEN/NG HEIGHTS AND WIDTHS SHALL BE GOORDlNr47FD Wl7N DOOR AND WINDOW 5EE ROOF PLAN ON DWG. A-104 AND CIVIL DRANIN65 FOR ADDITIONAL INFO. F(,-3q] TROPHY D15PLAY CA5E5. 5EE DWG A-503 FOR MILLWORK DETAIL5. ALTERNATE CONDITION 15 5HOWN, (5EE WINDOW SCHEDULE SHEET A-602 FOR ADDITlON.4L INFO) 5EE 5ECTION 012 300/N 5PEG BOOK FOR ALTERNATE INFORMATION. A55EMBLE5 LOCATED THEREIN. GI2 FLOOR DR.4/N. 5EE PLUMBING DRAW/NG5 FOR ADDITIONAL INFORMATION. 260 NEW SUFFOLK R D. q. G. C. NOTE DRYWALL ROUGH OPENING HE16HT5 AND WIDTHS 5HALL BE COORDINATED WITH DOOR AND WINDOW ® 57ANVIN6 5EAM METAL ROOF AT RADIO ROOM ROOF BELOW. 5EE DETAIL 1/DWG. A-311 p Fc-, REGE55EDROLL-UPENIR,4NGEFLOORMATW/7NGARPETINSERT. SEE DETAIL 7/A-409 AND CUTCHOGUE, NY 11935 A55EMBLIE5 LOCATED THEREIN. SCHEDULE ON A-603. G41 PREFABRIGA7FD ALUMl1V/UM SHIPS LADDER W/HANDRAILS EACH SIDE,ALAGO LADDER GO MODEL #1160 OR INTERIOR METAL 57UD PARTITION WALL 10. ROOM NUMBERS ARE FOR REFERENCE TO THIS GON57RIJGTION, ONLY. APPROVED EQUAL. 5EE DETAIL5 ON DWG. A-409 FOR ADDITIONAL INFO. (5EE PARTITION TYPE5 SHEET A-603 FOR ADDITIONAL INFO) DISTRICT: SECTION: BLOCK: LOT: 11. THE 05E OF EXPLO5/VE OR POWDER ACTUATED "SHOT"DEV/CE5 /5 PROH/B/TED. FG 174 /0 LB. TYPE ABC FIRE EXT/N505HER AND 5E4/-RECE55ED CAB/NET 12. COMPLETELY SEAL PENE7R,4TlONS 77IROU&H FLOORS,WALLS AND ROOF DECKS TO MAINTAIN EXISTING AND GI5 /O LB. TYPE ABG FIRE EXTINGU/SHET:, SURFACE MOUNIFD. �2 AL UM/NUM SQUARE, 1`10 MPH H/GH W/ND RESISTANT GUTTERS Wl7N COPPER FlNl5H. PER ROOF DETAILS. p 1000 102 6 5 NEW FIRE RATINC75. UTILIZE "3M"FIRE-5TOPPING PRODIUCT5 $ A55EMBVE5. 5EE FIRE 5TOPPING DETAIL5 FOR Fc,I6 CARD ACGE55. 5�DOOR 5GHEDULE ON DWG. A401 G43 42"HT. MIN. METAL GUARDRAIL. BALU57FR5 NOT TO ALLOW P455AGE OF A 4"DIA. 5PHERE. INTERIOR CONCRETE BLOCK PARTITION WALL ADDITIONAL INFORMATION. (5EE PARTITION TY9E5 5HEET A-603 FOR A001T10NAL INFO) DRAWING TITLE: 13. WHERE PIPES, C000 T5 OR LOW 7EN51ONWIRING PENETRATE FIRE RATED OR 5OUND RATED ENCL05URE5 Fr,I7 RECE55 5LAB AT 5LIDIN&DOOR TRACK. 5EE DETAIL5 FOR ADD1T10NAL INFORMATION. ® HANOVER GUARDIAN ROOF PAVER 5Y57FM,W/24"x24"HANOVER GUARDIAN PAVER5. PER SUCH A5 AT WALL5 OR 5LAB5, THE 5PACE5 AR01W 5UCH PENETRATION5 5HALL NOT EXCEED 1/2". PACK MANIlFAC7URER5 RECOMMENDATIONS AND 5PEC5. ALIGN FINISH HE16HT W/T7-1 FIN/5H 2ND FLOOR. 5PACE5 50LID W/1N MINERAL WOOL OR APPROVED EQUAL ON BOTH 5/DES OF THE RATED ENGL05URE TO GIS / " PAINTED STEEL RAILING 36"HIGH G45 HANOVER GUARDIAN PEDESTAL SYSTEM PER MANUFAG7URER5 RECOMMENDATIONS AND SPECS. ENSURE NULL FIRE/5OUND RATING 1N COMPLIANCE W17H 7HE LOCAL BUILDING CODE. Glq TV OR MONITOR MOUNT. PROVIDE BLOCKING �N DRYWALL PARTITION. G46 FLAT ROOF 5PECIFICATION: O INTERIOR CONCRETE BLOCK PARTITION WALL H1 GYPSUM FIRST FLOOR 14. PROVIDE TEMPORARY LIGHTING TNRCdI 6h6VT THE WORK AREA A5 REOUIRED, INCLUDING TEMPORARY Ll&HTING G20 INTERIOR ALUMINUM$ GLA55 W/N90H 5EE DETAIL5 ON A-602 FOR ADDITIONAL INFORMATION. 0 BOARD AND METAL 57VD FURRING. TORCH ADPLIED, MUL TIPLE LAYERS OF MODIFIED TINA ROOFING OVER DENS DECK BE FUBOARD, (5EE PARTITION TYPE-5 5HEET A-603 FOR ADDITIONAL INFO) CONSTRUCTION PLAN OR DELIVERY OF GOODS GR MATERIAL. G21 P.G. "LEVEL"5URFA6E 5LAB AT DOOR EXIT. MAXIMUM PITCH TO BE 4"PER FT. FULLY ADHERED TO TOP LAYER, TAPERED INSULATION. ALL LAYERS OF INSULATION TO BE FULLY 15. PROVIDE ADDITIONAL SUPPORTS FOR WALL HUN&MILLWORK, PLUMBING, MECHANICAL AND ELEC7RICAL 5EE CIVIL PRAHINC75 FOR ADDITIONAL. INFORMATION. ADHERED. F1R5T LAYER OF INSULATION MECHANICALLY FA57ENED TO 4"GONG. COMP05/7E DECKING. 0 A66E550RIE5,ETC. A5 REQUIRED G22 P.G. TRXK APRON. 5EF CIVIL DRAWING5 FOP. ADDITIONAL INFO. G41 TRUCK EXHAUST 17GIGT TO ROOF 5EE MECHANICAL DW&5 FGR ADDITlON.4L INFO. 16. REFER TO DWG A-130 FOR 5AWCUT INFORMATION. INTERIOR GYP504 BOARD AND METAL STUD FURRING OVER G23 5LIDIN6 ALUMINUM$ GLA55 DOOR AND 51LE�IGHT A55EMBLYW/TH EMERCENCYBREAKAM'r 648 ELEVATOR CONTROL BOX FOR 2-5TOP ELEVATOR PER BA5E BID DRAW/N65. 5EE DWG A-400 AND A-401 FOR ADDITIONAL EXTERIOR CAVI TY WALL. FEATURE AND UP5 BACKUP. INFO. (5EE PARTITION TYPE5 5HEET A-603 FOR ADDITIONAL INFO) G24 AL 16N 57U95 W/ED6E OF COLI W 64 HETI. CURTAIN WALL 5Y5TFM. 5EE aEV. ON DWG. A-603 AND DETAIL5 ON DWG. A-311. DATE: NSA PROJECT#: G25 EXPOSED STEEL BRACING. 5EE DWG A-312 FOR 7YP. DETAIL AND 5TRZ URAL DRAWINGS FOR ALTERNATE CONDITION 15 5HOWN, 5EE 5EGTION 012 3001N 5PE6 BOOK FOR ALTERNATE INFORMATION. EXTERIOR CONCRETE BLOCK AND BRICK CAVI7Y HALL. 08/31/2023 20-1990 ®G I I G ADDITIONAL INFO. G50 5TEK 6RO55 BEAMS. 5EE 5TR/UG7URAL DWG5 FOR ADDITIONAL /NFO. (5EE WALL 5EGT/ON5 5HEET5(A-310 TOA 312)FOR APP/T/ONAL. G26 4"P.C. 5LAB OVER COMP0517E METAL DECKING. SEE 57RX nTJRAL DWGS. INFO) SCALE: CONSULTANT PROJECT#: G21 DOUBLE METAL 57UD5 TO ALIGN INTERIOR WALL WITH COLUMN BOX OUT. G51 4"CONCRETE HO/U5EKEEPIN&PAD. 5EE DETAIL 6/A-406 AND MECHANICAL DWGS FOR ADDITIONAL INFORMATION. ❑ FLOOR DRAINS. (5EE PLUMBING DRAWINGS. FOR ADDITIONAL AS NOTED - F1RE-TREATE9 PLYWOOD BLOCKING TO BE PROVIDED AT REQUIRED LC�AT10N51NCLUDIN& G28 RUN CONCRETE BLOCK AROUND 5TEEL BRACN6. PROVIDE 1/2"ANNULAR 5PACE BETWEEN G52 COMM/55/ONER5 SUITE MILLWORK. 5EE DRAWING A-503. ALTERNATE CONDITION 15 5HOWN, INFO) BUT NOT LIMI TED TO THE FOLLOWING 1N5TANGE5: 57EEL AND BLOCK. FIRE5TOP ALL AROUND 57FEL. 5EE 5EGT10N 012 300/N 5PEG BOOK FOR ALTERNATE INFORMATION. 5�E DRAWN BY: DRAWING NO.: G24 RUN DRYWALL A55EMBLY AROUND 5TEEL BRACINGPROVIDE J BEAD5 AT E96E5 OF CUT GYP. BD. G53 COMMI5510NER5 WET BAR MILLWORK. 5EE DRAWING A-503. 5URFACE MWN1ID FIRE EXTIN5505HER. 1. CABINETS BY DE5K5 4. GRAB BAR5 CAULK GAP BETWEEN GYP. BD. AND METAL STUD A55EMB0'AND 57EEL MEMBER. PAINT CAULK TO JTM ••• 161 2. 7ELEV155.10N5/MONITOR5 WALL MOUNTED EQUIPMENT MATCH PAINT ON&M.. BD. G54 CONTROL JO1NT5 AT INTERIOR CONCRETE BLOCK WALL5 AND AT CONCRETE BLOCK INTERIOR WYTHE OF EXTERIOR CAV/TY FEC EC FIRE EXTINGUl5HER CABINET. ACHECK BY: 3. BATHROOM ACCE55ORIE5 6. SHELVING WALL. U a r U 2 /47-5" Q n , „ ! n , „ / n /'� 25-8 n23-5 /2_4 38 3 /8-10" IS'-4" W //'-7 op —V" 251�,I _ _ _ 23—C/" _ l 11 / n ! " / /! I 11 / n l // / f/ f n 7/' l! f " /5-5" U Y } ? 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M.O. 36=8" 74'-0" 361-61, A-405 4. 34-2" 35L311 /47-4" ®l ®® ®l � 1✓J�! �l®l 91 1 CoON5TRUC-,T1ON < NO E�V�� (NOTE: 5ELEGTED KEY No 7E5 MAY NOT BE APPLICABLE TO TH/5 5HEET) SCALE: I/4" _ l'-O" GOI REINFORCED 12"P.G. 5LAB ON GRADE. 5EE 5TRUC7URAL DRANIN55. G3o 5LID1N5 ALUMINUM$ GLA55 DOOR A55EMBL r COION5TRUCTI O LE(SIENr� 1 10/20/2023 ADDENDUM#1 G02 REINFORCED 6"P.G. SLAB ON GRADE. 5EE 57RZRRAL DRAW/N55. G31 GLA55 K-RATED PORTABLE FIRE EXTINOJ15HER IN ACCORDANCE`Y/NY5 BUILDING CODE 5EGTION5 906.1, ITEM 2, 906.4.1 NO. DATE: DESCRIPTION: FINISHED SECOND FLOOR ELEVATION NOTE: D TOP OF FIN15HED 5ECOND FLOOR SLAB: ELEVATION= +/4'-0" ® REFER TO WALL AND PARTITION TYPE5,DWG. A-603. AND 906.42 OF THE NY5 FIRE CODE,A5 APPLICABLE. REVISIONS: ® REFER TO DOOR AND HARDWARE 5CHEDULE5 ON.MEET A-601 FOR DOOR FRAME,AND HARDWARE G32 PROVIDE A BUILT-UP M7r. 5TU,9 P05T ANCHORED TO FLOOR AT FREE END OF LOW HALL5. PROJECT TITLE: INFORMATION AND DETAIL5. G33 OVERFLOW ROOF PIPE DRAIN. REFER TO PLUMB/N5 DNG5 FOR ADDITIONAL INFO. ® REFER TO WINDOW 5CHEDULE ON DWG. A-602 FOR H/NDOH AND FRAME INFORMATION AND DETAILS. DOOR. G34 GOMMUN/7Y GATHERING HALL BAR BASE/INALL CABINETS AND DRAhIERS. SEE DINGS A500-A-505 FOR MILLWORK DETAILS. (GEE DOOR SCHEDULE SHEET A-60/FOR ADDITIONAL INFO) ® STRUCTURAL STEEL COLUMN. 5EE STRIUG�i'URAL DRAW/N55 FOR ADDITIONAL INFO. 635 MEMBERS LOUNGE BAR BASE,hVALL CABINETS AND DRAl�RS. 5EED465 A-500 THRO!/574 A-502 FOR M/LLINORK DETAILS. GOl OVERFLOW ROOF PIPE Dol�W5POUT NOZZLE THROUGH EXTERIOR HALL AT 2'-O"A.F.F (5EE PLUMBING DRAW/N55) G36 MEMBER 5 LOUNGE 51,9E BAR BA5&AALL GABINET5. 5EE DWG A-500 FOR MILLWORK DETAIL5. DOUBLE DOOR G08 METAL PAN STAIR. SEE STAIR DETAILS ON DWG. A 40/FOR ADDITIONAL INFO. ALTERNATE CONDITION 15 5HOWN, 5EE 5E6 TION 0/2 300 IN 5PE5 BOOK FOR ALTERNATE INFORMATION. P ® A (5EE DOOR 5CHEDULE 5HEET A-60/FOR ADDITIONAL INFO) G37 MEMBER5 LOUNGE BA5E CABINET5 AND DRAAER5. 5EE DWG A-502 FOR MILLWORK DETAIL5. 'A"DENOTES ACTIVE LEAF ® ORNAMENTAL 57AIR. 5EE STAIR DETAIL5 ON DWS. A-400 FOR ADDITIONAL INFO. ALTERNATE CONDITION 15 5HOWN, 5EE 5E6 TION 012 300 IN 5PE6 BOOK FOR ALTERNATE INFORMATION. "P"DENOLE5 P455/VE LEAF GIO 60x60 U.O.N. "FLAT"5URFACE W/A MAXIMUM PITCH OF I:40 AT ALL DOORS. G36 HALLWAY BA5E AND WALL CABINETS. 5EE DNG A-50.3 FOR MILLWORK DETAIL5. C U TC H O G U E FIRE DISTRICT GII 0"ROUND ALUMINUM DOWNSPOUT FROM ROOF ABQ�E` TO 5TORM NATER COLLECTION 5Y5TEM. AL TERNA7F CONDITION 15 5HOHN, 5EE 5E6 TION 012 300 IN 5PE6 BOOK FOR AL TERNATE INFORMATION. OX W/NDON - NEW BUILDING 5EE ROOF PLAN ON DWS. A-104 AND Cl VIL PRAWIA65 FOR ADDITIONAL INFO. G39 TROPHY Dl5PLAY CA5E5. 5EE DWG A-503 FOR MILLWORK DETAIL5. AL TERNATE CONVI T10N 15 5HOWN, (5EE WINDOW SCHEDULE SHEET A-602 FOR ADDITIONAL INFO) 26 0 NEW SUFFOLK R D. FG-1-2-1FLOOR DRAIN. 5EE PLUMBING DRAN/N55 FOR ADDITIONAL INFORMATION. 5EE 5ECTION 012 300/N 5PEG BOOK FOR ALTERNATE INFORMATION. GI3 RECESSED ROLL-UP ENTRANCE FLOOR MAT KITH CARPET INSERT. 5EE DETAIL 7/A-404 AND FIN/SH ® 5TAND/NG 5EAM METAL ROOF AT RADIO ROOM ROOF BELOW. 5EE DETAIL 1/DM A-3/l. o C UTC HOG U E, NY 11935 56HEDULE ON A-603. G41 PREFABRICATED ALUM/NUM 5H/P5 LADDER W/HANDRAILS EACH 5/DE,ALACO LADDER CO. MODEL #H60 OR INTERIOR METAL 5TUD PARTITION NALL DISTRICT: SECTION: BLOCK: LOT: G14 10 LB. TYPE ABC FIRE EXTIN505HER AND 5EMI-RE5E55ED CABINET: APPROVED EQUAL. 5EE DETAIL5 ON DNS. A-404 FOR ADDITIONAL INFO. (5EE PARTITION TYPE5 5HEET A-603 FOR ADDITIONAL_ INFO) G 15 /O LB. TYPE ABC FIRE EXTINGUISHER SAGE MOUNTED. CA2 ALUMINUM 5QUARE, 140 MPH H16HW/ND RE515TANT WTTER5 W1774 COPPER FIN/5H. PER ROOF DETAIL5. 1000 102 6 5 GIb CARD ACCE55. 5EE DOOR 5CHEDUIF ON DNS. A401 643 42"HT. MIN. METAL OUARDRAIL. BALU57FR5 NOT TO ALLON PA55AGE OF A 4"DIA. 5PHERE. � INTERIOR CONCRETE BLOCK PARTITION WALL DRAWING TITLE: G1-1 REGE55 5LAB AT 5LIDING DOOR TRACK. 5EE DETAIL5 FOR ADDITIONAL INFORMATION. ® HANOVER GUARDIAN ROOF PAVER 5Y57EM,W/24"x24"HANOVER GUARDIAN PAVERS. PER (5EE PARTITION TYPES SHEET A-603 FOR ADDITIONAL INFO) MANUFAGTURER5 RECOMMENDATION5 AND 5PEG5. ALIGN F1Nl5H HEIGHT WITH FIN/5H 2ND FLOOR. FGIS / " PAINTED STEEL RAILING 36"H/GH. G45 HANOVER GUARDIAN PEDE5TAL 5Y57EM PER MANUFACnRER5 REGOMMENDATION5 AND 5PEG5. o GI a TV OR MONITOR MOUNT. PROVIDE BLOCKING IN DRYWALL PARTITION. INTERIOR CONCRETE BLOCK PARTITION WALL WITH GYPSUM SECOND FLOOR G20 INTERIOR ALUM/NUM$ GLA55 WINDOW. 5�DETAIL5 ON A-602 FOR ADDITIONAL_ INFORMATION. ® FLAT ROOF 5PEGlFTORCH A R9L IEP, LTI R10N: BOARD AND METAL 57U,9 FURRING. G21 P.G. "LEVEL"5URFACE SLAB AT DOOR EXIT. MAXIMUM PITCH TO BE "PER FT: FULLY ADHERED TOL TOP LAYER, FERED IN LL ION ALL LArER5 OF N5ULADEN5TION TO BE PE-CK Co �Y� (5EE PARTITION TYPE5 SHEET A-603 FOR ADDITIONAL INFO) CONSTRUCTION PLAN 5EE CIVIL PRAHINC75 FOR ADDITIONAL INFORMATION. ADHERED. FIRST LAYER OF INSULATION MECHANICALLY FA5TENED TO 4"CONC. COMP05ITE DECKING. o G22 P.G. TRUCK APRON. 5EE CIVIL DRANING5 FOR ADDITIONAL INFO. 641 TRUCK EXHAUST DUCT TO ROOF 5EE MECHANICAL DWG5 FOR ADDITIONAL INFO. INTERIOR G)'PSUM BOARD AND METAL STUD FURRING OVER G23 5LIDING ALUMINUM$ GLA55 DOOR AND 5/DELIGHT A55EMBL r H/TH EMERGENCY BREAKAWAY ® ELEVATOR CONTROL BOX FOR 2-5 TOP ELEVATOR PER BA5E BID DRAN/N55. 5EE DWG A-400 AND A-401 FOR ADDI TIONAL EXTERIOR CAVITY HALL. FEATURE AND U95 BACKUP. INFO. (5EE PARTITION TYPES SHEET A-603 FOR ADDITlON.4L INFO) DATE: NSA PROJECT#: G24 ALIGN 5TUD5 W/EDGE OF COLIUMN. ® NEW CURTAIN WALL 5YSTEM. 5EE ELEV. ON DWG. A-603 AND DETAIL5 ON DWG. A-311. G25 EXPOSED 5TEFL BRACING. 5EE DNG A 3/2 FOR 7YP. DETAIL AND 5TRX n1RAL DRANIN55 FOR ALTERNATE CONDITION 15 5HOHN, 5EE SECTION 012 300/N 5PEG BOOK FOR ALTERNATE INFORMATION. 08/31/2023 20-1990 ADDITIONAL INFO. - 5TEEL CRO55 BEAM5. 5EE 5TRX nFAL DH55 FOR ADDlnoNAL INFO. EXTERIOR CONCRETE BLOCK AND BR/GK CAV/7Y HALL. E20 4"P.G. SLAB OVER COMP05/TE METAL DECKING. 5EE 5TRZnRAL DP65. (5EE WALL 5ECTION5 5HEET5(A 310 TO A3/2)FOR ADDITIONAL SCALE: CONSULTANT PROJECT#: 627 DOUBLE METAL 57UD5 TO ALIGN INTERIOR WALL HI rH COLUMN BOX OUT G51 4"CONCRETE HOU5EKEEPINS PAD, 5EE DETAIL 6/A-406 AND MECHANICAL DHG5 FOR ADDITIONAL INFORMATION. INFO) AS NOTED - G28 RUN CONCRETE BLOCK AROUND STEEL BRACING. PROVIDE l/2"ANNULAR SPACE BETWEEN G52 ❑ FLOOR DRAIN5. (5EE PLUMBING PRANINC75. FOR ADDITIONAL D 0 COMM/5510NER5 5U/TE H1UY RK. 5EE DRAN/NG A503. AL TERNATE CONDITION l5 5HONN, INFO) DRAWN BY: DRAWING NO.: STEEL AND BLOCK. FlRESTOP ALL AROUND STEEL. 5EE SECTION Olt 300 IN 5PEG BOOK FOR ALTERNATE INFORMATION. G29 RUN DRYWALL A55EMBLY AROUND 57EEL BRACING.PROVIDE J BEADS AT EV6E5 OF GUT GYP. B,9. G53 COMM155/0NER5/ET BAR M/LL.NORK. 5EE DRAHINS A 503. � 5URFACE MOUNTED FIRE EXTINGU/5HER. JTM CAULK GAP BETWEEN GYP. BD. AND METAL STUD A55EMBLY AND 57EFL MEMBER. PAINT CAULK TO A- 1 0 2 MATCH PAINT ON GYP. BD. G54 CONTROL JOINT5 AT INTERIOR CONCRETE BLOCK HALL5 AND AT CONCRETE BLOCK INTERIOR HYTHE OF EXTERIOR CAVITY ® FIRE EXTINGUl5HER CABINET. CHECK BY: /'PALL. n PKG L A A.I 6.1 B.1 E //-0" 2✓=8" 23=5" 12'-4" 38=3" l8=lO" IS=4" Q Z Q ujW J = M1MrMiumMMIWMMp"IMIYMa� .... °. . GI6 3 I 3 3 cl7 2 cq GI6 — — — " A-3111 A-201 A-310 -300 5/M — — — — –� I -300 AI i �., � � I NEMSCHICK SILVERMAN I – – – – – – – – – – – – – – – – ROOF INSULATION – – – – – – – – – 66 EAST MAIN STREET (LOW PT)2" — j — I PATCHOGUE, NEW YORK 11772 B A' C0W I Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com = I I BB.LOW I I I TYP I ow GI5 I I I �2OIQ I A-312 d O �o 602 v � - 2 — — I --- CIVIL ENGINEER: PREPARED BY 5TAIR BEl 4 306 4 c03 a s o cI2 TYR ,a- A-401 A-401 Q �Q- v- GI5 I I I I i l l l l l I I c23 I Gob Q I _ aca GI2 � _ — A-401 R7U-2 z � 7YP. CIVIL SITES I I I I I. L W 12 GILLETTE AVENUE W 7� 7� ( O SAYVILLE,NY 11782 ,{4 _) 4 I I I 2 6 T-631.390.5985 I C-516.647.0472 ,off ^ – – – I 5TlBULF I = 11 G20 I I �- 608 MAU-1 GI2 - tjf@civilinsites.com A-402 605 ELEVATOR B A-4o2 rYP � I � 622 STRUCTURAL ENGINEER: ELEVATOR SHAFT HALLS TOALI6N I I Goa I I A312 = LPONTIERI, P.E., D.P.C. ' 2 O 3-4 IN/TH BELOW. SUL4TlON u� "ZIMa 8� ) 7.75" I I MBGH�4N/G�L. 11 ENGINEERING & CONSULTING ( 12 o ° GI Goa — — — © — — — 2.8 16 Commercial Blvd. A0011 310 A/1 I zs HALLXA r m A-420 I I rYP I rYP TGYIP2 �► 9-3 // " = rYP Suite 1Ar; � �_ — —[604 �, , a w — — — — — — — — — — — — � — — — � Medford, NY 11763 _ 1-0 � o t�ljRADIO ANTENNA SHED 631.320.1040 telephone JPCE w L = � O ice@jp-ce.com CONSULTING ENGINEERS MECHANICAL I � � I � Gol — — — — — — — — — — — — a -4 A_g 0 &.5V 4 TOR A 0 � o F _ 622 I I GI2 RUN BY I "ca MECHANICAL ENGINEER: = TYP u, -300 4 O - Ift 300 YPI I I r__s<,. I – A-420 7'p 3.5 DATA DRIVEN DESIGN O 10-y„ " 2 � TO culla Goa A -6 zn ACC-2 7YP A2 KARBON ENGINEERING GENE TOR RTU-1 SERVICES OIW 344 RARITAN CENTER PARKWAY hL A 312 O G22 ( I I GI2 GI2 622 EDISON, NJ 08837 �p Q TVP. T)P. (732) 710-4000 TEL ' PITCH 2 PITCH PITCH ITCH PITCH PITC -- ' (877) 703-9956 FAX G04 $"PER FT. A-420 "PER FT "PER FT. IO" ' PER FT. "PER FT 2 21 2 v � � PER T. 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GI9 615 I 615 GI5 � �` s � 15 A-311 3 2 I I 3 I 3 2 5 A310 A310 -200 A-310 A-300 A-311 A-510 A-300 �O5 51M. 34L2" 361-31, 38-3" 34-2" SCALE: l/4" = P-O" ATTIC, `1✓ LO�N ROOF AT74, LOV� ROO�: CON57RX71ON 6 CON57R�CJION <E � N07E5 GNOTE5 1 10/2:2023 ADDENDUM#1 NO. DATE: DESCRIPTION: REVISIONS: —0 ALumi�/UM P�FABRIGA7FD 5H1P5 LADDER. G21 ALTERNATE 3RD 5TOP FOR ELEVATOR B 5HOHN. 5EE DRAHIN59 A-402 FOR � DOOR PROJECT TITLE: CO2 ALUMINUM RA/L/NG AND BALUSTER ASSEMBLY. ADDITIONAL INFO RELATING TO BA5E BID COND/T/ON5. (5EE DOOR 5CHEDULE FOR ADDITIONAL INFO) 622 8"14OMPH WIND RE5/57ANT LEADER 5Y5TEM BY H/CKMANN ED6E 5Y5TEM5 AND IF CO3 2x2'RUBBER HAL.KIN6 PADS. PRECAST 5PLA5H BLOCKS 5ET ON WALK PAD5. COLOR TO BE COPPER. DOUBLE DOOR 623 0"14OMPH W/ND RE5/57ANT LEADER 5Y57EM FOR ROOF DRAIN OVERFLOW P A (5EE DOOR SCHEDULE FOR ADDITIONAL INFO) CO4 GONTIMlOUS P.G. CURB. 5EE ATTIC SECTION DETAIL l2 ON DWG 0-420 AND DOOR �PP� 'A"DENOTES ACTIVE THRESHOLD ON DING 0-60/FOR ADDITIONAL INFO. 624 GABLE PENETRATION,204673-8 BY GOMMSGOPE. CONTRACT "P"D1.7�(OTES PASSIVE 605 LINE OF EXTERIOR WALL BELOW. Cob ALIGN57UD5HITH EDGEOF5L-ABBELOW. X HINDOH CUTCHOGUE FIRE DISTRICT 507 ELEVATOR A RUN-B'r (5EE H/NDOW 56HEDULE FOR ADDITIONAL INFO) C08 MEGHAN/GAL PENETRATION. SLE DWG. A-420 FOR WALL OR FLOOR PENETRATION - NEW BUILDING DETAILS. 5EE MEGHAN/GAL PRANINC75 FOR ADDIT/ONAL INFORMATION. 260 NEW SUFFOLK RD. COa FLAT ROOF 5PECIF/CATION: INTERIOR METAL STUD PARTITION HALL CUTCHOGUE, NY 11935 TORCH APPLIED, MULTIPLE LAYER5 OF MOD/FIE9 BITUMEN ROOFING OVER DEN5 (5EE PARTITION TYPE5 FOR ADDITIONAL INFO) DECK GOVERBOARD, FULLY ADHERED TO TOP LAYER, TAPERED INSULATION. ALL DISTRICT: SECTION: BLOCK: LOT: LAYER5 OF IN511L.ATION TO BE FULLY ADHERED. FIRST LAYER OF IN5UL.ATION O MECHAN16ALLY FA57FNED TO DECK. PITCH 4"PER FOOT MIN. TO DRA1N5. INTERIOR CONCRETE BLOCK PARTITION WALL 1000 102 6 5 GIO ROOF DRAIN. 5EE DWG A-420 FOR ROOF DETAIL5 AND PLUMB/N6 DN6. FOR (5,E PARTITION T(PE5 FOR ADDITIONAL INFO) AD91TIONAL INFO. DRAWING TITLE: ROA OVERFLOW ROOF DRAIN H/TH EXTEN51ON COLLAR. INLET TO BE 2"HIGHER THAN � PRIMARY ROOF DRAIN5. INTERIOR CONCRETE BLOCK PARTITION WALL HITH GYP5UM GII POURED CONCRETE CURB AND METAL 5TUD KNEE WALL. 5EE DETAIL5 ON A-420. BOARD AND METAL STUD FURRING. GI2 PROVIDE PREFABRICATED CURB FOR NEN MECHANICAL UNIT. 5LE DWG. A-420 FOR (5EE PARTITION TYPE5 FOR ADDITIONAL INFO) ATTIC & LOW ROOF CURB DETAILS. VERIFY 5/ZE, ORIENTATION,AND LOCATION HITH MECHANICAL DRAN/NG5. CONSTRUCTION PLAN ,I3 KITCHEN EXHAU5T 5EE A-420 FOR PENETRATION DETAIL. VERIFY INTERIOR GYPSUM BOARD AND METAL 57UD FURRING OVER 5I2E, ORIENTATION,AND LOCATION HITH MECHANICAL DRAN/NG5. EXTERIOR CAV17Y HALL. 6I4 PROVIDE REFLEGTl1/E METAL 5/GN. 5EE DOOR SCHEDULE ON DWG. A-6011. (5EE PARTITION 7YPE5 FOR AD17IT10NAL INFO) GI5 6"14OMPHW/ND RE515TANT HALF ROUND ALUMINUM GUTTER AND LEADER 5Y5TEM DATE: NSA PROJECT#: TO STORM X47ER RETAINAGE 5Y57FNt COLOR TO BE 5ELEGTFD BY ARCHITECT. GI6 0"14OMPH WIND RESISTANT ALUMINUM BOX GUTTER AND LEADER 5Y5TEM BY EXTERIOR CONCRETE BLOCK AND BRICK CAVITYWAL.L. 08/31/2023 20-1990 HICKMANN EDGE 5Y5TEM5 TO 5TORMWATER RETAINAGE 5Y57EM. COLOR TO BE (5EE WALL 5E5T10N5 FOR ADDITIONAL INFO) SCALE: CONSULTANT PROJECT#: 5ELEG7F9 BY ARCHITECT. GI7 TRUCK EXHAU5T DUCT TO ROOF. 5EE MECHANICAL DW65 FOR ADDITIONAL INFO. AS NOTED - G18 �FABRICATED FIBEROLA55 BARREL VAULT DORMER WITH l2"X24"ACGE55 DRAWN BY: DRAWING NO.: PANEL ON UNDER51DE OF 51P5 PANEL FOR LIGHT FIXTURE WITHIN ELEMENT. - Gla GABLE FASO/A ABOVE. JTM G2O ELEVATOR CONTROL BOX 5HON 1N ADD ALTERNATE 3RD 5TOP LOCATION. CHECK BY: A- 1 03 a A A.I 8.1 6.1 05 U W H 2 25=4` 25'-5" 12'-4" 38'-3" l8=lO" l5=4" Z Q w J _ I I I I I I I110.0 3 I 4 3 2 72 L-eRI3 A-31 I RI3 A-201 A-409 A�0 -300 Rp Ig �q -300 _ ' — — — I NEMSCHICK SILVERMAN 1 — — — — — — — — — — — — — — — — — — — — _P/ — — — 66 EAST MAIN STREET — _8" 1 PATCHOGUE, NEW YORK 11772 P/T P/TGH Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com 4 I RIO +� RIO +/-5 3/4"/12 A-40a R013 I I I = r-- --------- I I ROLA A-312 :o I I I __J I ROS ROI I I I RI3 I TYF'. I — — FIO CIVIL ENGINEER: �� 2.1 PREPARED BY _ RII RI4 Q _ —T— ro oI PITCH t I . +/- 1/4"/12 I I R02 Ill1( (9 �>• I A-403 "� C'VI SITES ROlA = = cy I R05 �9 0 R03 I \ 12 GILLETTE AVENUE II SAYVILLE,NY 11782 T-631.390.5985 I C-516.647.0472 i-i�`i [41 2.6 tjf@civ. nsites.com RI3 o STRUCTURAL ENGINEER: I s=y I I PITCH PITCH A-312 J PONTIERI P.E. D.P.C. A-402 —I `' I I I +/- 1/4"/12 +/-5 3/4112 1 1 ' ENGINEERING & CONSULTING "FLAT"R F BELOW I I = I ROl R03 R03 ROl � 5EEA-103 F R MORE INFO. — I — — — — — 2,8 16 Commercial Blvd. A-310 — I- - - - - - - - - - - - - ROI' - - - - - - - - --} I I I RI3 = Rlo R03 Rol I •� Suite 1A Medford, NY 11763 �— 631.320.1040 telephone I I � I I I Rob I I Office@jp-ce.com CONSULTING ENGINEERS ip I I MECHANICAL ENGINEER: I - 10 I I I I i -300 A-420 AI�O -in I I Rob I I i I I II -300 — — — — — — — — — — — — — — — — — — — — — I — 35 Rlo RIO ( I I 2 DATA DRIVEN DESIGN I A-311 KARBON ENGINEERING I I SERVICES 2 I PITCH _ PITCH I I II 344 RA RITAN D SONNJ CENTER PARKWAY I I I (732) 710-4000 TEL 37 A-312 � ( +/-5 3/4"/12 +/- l/4"/12 I I I I 2 (877) 703-9956 FAX -200 II 2 I Roi Roo R03 I I I I I II A-201 I TYP TO RGOF ELEI/ 4(9'-0" — — O OO o Do @o o I RMA Rol I Rol I I\\ \ / // I A-312 I I II sIM ii TO ROOF \ \\ ELEV 40'-0" lo\ II RIO \ \ // TO ROOF + II \ TO ROOF / // I I \ \ / ELEV �l-0l, x, 40' // // I \ \, l/ \, 4 / _lQA-310 I I // ��\ \ / / \\ \ ROI / // \\ \\ I I TO ROOF R04 I / / \\ \ ROI I A-310 / \ aLzv, 38'-4,, TY� ~~ I N 10 II � n-P N I / —I— \\ \ _ ( z \ A-420 x \ � � / / Roy Ixcr,1_' p NORTH SEAL: RolI1 // \\ \\ � I II PITCH PITCH \\ \ J I I I I / / PITCH PITCH 5314"112 +/-5 3/4"/12 \ I 1 R08 / / +/-5 3/4 /l2 +/-5 3/4 /I2 \ \ I `- r t 11 11 Q. : nr, . / / \ - -./----------------- ------------------- - \ ------------------- ----------` ------- -------- — ----------------------- -----------------Z------ // 1----- ------------ ----------------- O RIO \\ \I RI3 SUBMISSIONS: DATE: DESCRIPTION: 08/31/2025 VMU?FOR r[L[/VG 3 �.I �A 2 I 1 1 3 1 3 2 Ii A-310 2L b" A-310 -200 A-310 -300 1 A-310 -300 R02 5/M. A-405 I I I I 34'-2" 56ALE: 114' = l'-O" 1 10/20/2023 ADDENDUM#1 �I NO fi_ NOTE5 NO. DATE: DESCRIPTION: (PI FERAL I � C0N5TRXT10N <0- Ekr REVISIONS. PROJECT TITLE: I. 5EE GENERAL NOTE5,DRAIN/N5 G-0Ol, FOR ADDITIONAL INFORMATION. ROI 5H/NGLE ROOF: 1 T1 TAN XT LAMINATED A5PHALTI RCHITECTURAL ROOFING 5HINGLES BY TAMKO 2. WORK 5HALL BE ERECTED AND IN57ALLE9 PLUMB,LEVEL, 5QUARE, TRUE AND IN OVER 5YNTHETIC UNDERLA*ENT OR APPROVED EQUAL ON-5/e"COX EXPOSURE 1 PROPER ALIGNMENT. PLYWOOD FA57ENE9 TO P. {HOOD FURRING 5TR1P5® 24"O.G. ARRANGED TO ALLOW FOR NATURAL 1/ENT TION TO ALL BAYS, FA57FNED TO 10%4"(k-45J GRAPHITE EP5 51P5 PANEL WITH#30 FELT PAPER. PAPER. COLOR A5 5ELECT5D BY ARCH/7EGT. Roe METAL RooF: CUTCHOGUE FIRE DISTRICT NEW 5TANDING 5EAM ALUMINUM ROOFING 5Y57EM OVER 5YN7HE7IC UNDERLAYMENT ON$ie"GDX EXP05MRE I PL YWOOD. COLOR A5 5ELEC7E9 BY - NEW BUILDING ARCHITECT. 260 NEW SUFFOLK RD. R03 "FLAT"ROOF: TINO PLY TORCH APPLIED MOD/FIE9B17VMEN ROOFING 5Y57EMWI7HNH17E CUTCHOGUE, NY 11935 GRANULAR 5URFACE OVER%Z"DEN5 DECK PRIME 5HEATH/NG OVER MUL T1PLE LAYER5 OF TAPERED AND FLAT POLYl50CYANURATE RIGID IN5ULATION. BA5E DISTRICT: SECTION: BLOCK: LOT: LAYER OF INSULATION TO BE MECHANICALLY FA57FNED TO METAL ROOF DECK. 5UB5EQUENT LAYERS OF IN5ULATION AND DEN5 DECK SHEATHING TO BE f�VLLY 1000 102 6 5 ADHERED TO THE IMMEDIATELY PRECEDING LAYER PROVIDE WALKTREAD5 FROM ACCE55 DOOR5 TO AND AROUND ROOFTOP EQUIPMENT DRAWING TITLE: R04 RIDGE VENT. ® VALLEY FLA5HING. ® ELEVATOR BULKHEAD Rol 140 MPH, H/GH WIND RE515TANT ALUMINUM GUTTER AND LEADER 5Y57FM5 TO ROOF 57ORM WATER RETAINAGE 5Y57EM. COLOR TO BE 5ELE67ED BY ARCHI TECT. CONSTRUCTION PLAN ROS ICE 5H1ZLD 3'-0"FROM EDGE OF ROOF TO A POINT 3'-0"BACK FROM EXTERIOR FACE OF BUILDING WALL. ® TRUCK EXHAU5T DUCT TO ROOF. 5EE MECHANICAL DWG5 FOR ADDITIONAL INFO. RIO LINE OF EXTERIOR WALL BELOW. 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RGO2 2X2 VINYL ROCK CEILING A5 5HOWN, SEE DWG A-603 FOR FIN15H 5CHEPME,AND ADDITIONAL INFOAl . 42740 20 LED 30K 9oCRl AG 5/L R GREY (AKRON DENOTES (ARROM DENOTES TYR THROUGHOUT kET AREA5. 6b”FEM LED LITHONIA LIGHTING FEM L96 IMA f7J 30K DOCK/ MATTE INH/TE l7-0" ON KNIT 4274 120CABLE RGI BLKE S5GF WH (5GF) lOI-0„ DIRECTION OF TRAVEL) DIRECTION OF TRAVEL) ® LIGHT FIXTURE. 5EE LIGHT FIXTURE 5GHEDULE AND ELEC. DNG5 VALCO 4259 EUREKA 4259 LE9.24 30K 90GRI AG ANTHRACITE l0-O R_W CEILING MOUNTED EXIT LIGHT. B 4'-0"ABV ALIGHT ABV 3 AFT 30K M l2"5 EF B SGF 5/EVER GREY 6'-6" 0 /06GABLE RCI ANTE ANTE (ANTE) EM EMERGENCY FIXTURE(5EE z RETURN GR/LLE D I, ELECTRICAL DRAN/N55) ® HALL MOUNTED EXIT LIGHT. 4275-17 LED.REG 30K DOCK/ 4'-0"SLOT 2 MARK ARCHITECTURAL 52P9LLP AFT M5L4 9oCRl 30K FLL HENRI 4275 EUREKA BLACK-G 60CABLE R61 BLKE BLK BLACK 816„ &- GIP. BD SOFFIT AND FA5GIA. 5EE DETAIL 2/A-406 AND DWG A-603 FOR FIN/5H 5GHEDULE. G LIGHTING NHTT I44A RDCY HHTCY HCRD HHITE 8'-0" MP BLKE WH IBL CONGEALED 5PRINKLER HEAD ® SUPPLY DIFFUSER ® 6'-0"X l4'-O"SUSPENDED ARMSTRONG DRYWALL "CLOUD"FORMATION CEILING. 5EE DETAIL 5/A-406. O INF3 LITHONIA LIGHTING hF3 LED 30K BN NH17E - Z5 Q GTG 1206 GIP LIGHTING GTGl206A-L6I0 BLACK 5EE DW ® GYP. BD, CEILING. 5EE DETAIL 4/A-406 AND DWG A-603 FOR FIN15H SCHEDULE. D A-200. 7YP, ,; HORIZONTAL 5FRINKLER HEAD TOILET EXHAU5T BLACK RE5I5TER ® KITCHEN RANGE HOOD. 5EE MECHANICAL AND HOOD 9HG5 O 292 NF3 GIMBAL LITHONIA LIGHTING HF3 ADJ LED.30K 90GRl MW WHITE 5�DW-;, �R HDGEI LED LITHONIA LIGHTING NDGEI LED 30K VW DBLXD - (95LX9) RG09 EXP05E9 METAL 5TRUGTURE, PAINTED P-5 5EE DWG A-603 FOR FIN/5H 5GHEDULE AND 5TRX WRAL A 200. TYP. O UPRIGHT SPRINKLER HEAD 1�- �-L MOUNTED � DINGS FOR ADDITIONAL- INFO. 1 10/20/2023 ADDENDUM#1 SLOT 2 MARK ARCHITECTURAL 5L2L LOP 32FT FLP FL 90CR130K WHIG 6'-O" TRAN5FER GRILL SPITZER COMMERCIAL FRG-101 VAULTED CEILING FINI5H. NO. DATE: DESCRIPTION: OD3 6"ROUND ERS SERIES ERS-0,914L-R-30K WH/TE 5EE DWG A-ll2 5 LIGHTING _ , __a , _ w INDUSTRIAL W "{ '" 'I WOOD FIBER A60115TI6 PANEL MOOD FIBER ACOUSTIC MARK ARCHITECTURAL I RGII HOOD FIBER ACOUSTIC PANEL. 5EE PHO A-603 FOR FIN15H 5CHEDULE REVISIONS: O INGITO 2"ROUND 5HOHER ICO25HADJ 301/5 AR L55 LTF 459 51 SLOT 2 LIGHTING 5L2L LOP 6FT FLP FL 906RI 30K NH17E 7-0 2'-0"X 5'-0" m _ PANEL 0 294 DOHNLIGHT 607HAM TRW NHI7E 6'-O" - 2'-0"X 2'-O" RG12 2 HOUR FIRE RATED GYP. BD, CEILING A55EMBLY. 5EE DETAIL 6/A-4065 AND DWG A-603 FOR FIN15H PROJECT TITLE: SLOT 2 MARK ARCHITECTURAL 5L2L LOP OFT FLP FL 90CRl 30K WHITE 7'-0" SCHEDULE 52 LIGHTING RGI3 CA5T 5TONE PINNED TO 5TEEL LINTEL, 5EE WALL 5E6TION5 FOR ADDITIONAL INFO. 2'-6""CLUTCH STUDIO M SM255/355HBK BLACK T-0" MARK ARCHITECTURAL 5L2L LOP 11FT6 FLP FL 90CR1 5EE DWG _ _2 MOOD FIBER ACOU5TIC PANEL SLOT 2 HHIlE " „ RGI4 MECHANICAL SUPPLY/RETURN 5EE MECHANICAL DINGS FOR ADDITIONAL INFO. 4'-0"SPEC STUDIO M 5M562006BK BLACK 7'-0" 53 LIGHTING 30K A-�03. TYP 2-0X 4-0 MARK ARGHlTEG7URAL W' - ' RGIS EXP05E9 VEHICLE EXHAU5T DUCT SYSTEM, 5EE MECHANICAL DW65 FOR ADDITIONAL INFO. 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THE RG21 CEILING MOUNTED MINI 5PLIT, 5EE MECHANICAL DlN65 FOR ADDITIONAL INFO. 2 CORTEX STUDIO M 5M/5/O60GRBK BLACK 5EE D� FINAL CEILING IN57ALLATION SHALL BE FREE OF VI5VAL DEFEGT5. REPLACE CEILING TILE5 DAMAGED BY OTHER RGZ2 VENTED PVC SOFFIT. 5EE HALL SECTIONS ON DING A-310 AND A-3/l FOR ADDITIONAL 1M=0. (2) TWO 6'-0"RENN.4 LED RNNAID LLP OFT,45L& 906R130K �V A-503 TTP. 77�DE5• � DISTRICT: SECTION: BLOCK: LOT: PEERLE55 HHITE /01-01, 2. THE CEILING GRID 5U5PEN5/ON 5Y5TEM 5HALL BE INSTALLED IN AGGORDANCE H/TH THE MANUFACTURERS FRG-231 PENDANT MOUNTED LIGHTING FIXTURE A5 PROVIDED BY WALK-IN REFRIGERATOR'FREEZER MANUFACTURER. 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REFER TO TH15 5HEET FOR LIGHT FIXTURE 5GHEDULE, MATTE BLACK I " O X 4"DIAM, IN61TO GOTHAM IG04ADJ 30/30 AR T40 L55 45D NICKEL - RG2h 72"X 24" TRAN5FER GRILLE, 5EE DW,A-300 AND MECHANICAL DWG5 FOR ADDITIONAL INFORMATION, FL—711 METAL STUD s GYPSUM SOFFIT, FIRST FLOOR I EVO 6"ROUND PENDANT GOTHAM EVO6GG 3000K AR L55 DBL (DBL) 11-0 5RI35 5EE DING y Z LUM/Nl5 SR135-BKT-30K/�GW .ET BLACK 42740 20 LED 30K 9oGRl AG BLACK G 5CIROCCO A200. TYP K5 DRAFT CURTAIN CONSISTING OF 1/4" TEMPERED GLA55, 5ET 1N CLEAR ANODIZED ALUMINUM TRACK, FA5TENE9 TO J KNIT 4274 EUREKA 6oCABLE RGI BLKE CHF HH (CHF) 61-6" &L 0551K I " i UNDERSIDE OF BEAM. FILL DECK FLUTE5 ABOVE BEAM HITH FIRE 5TOPPIN5 MATERIAL PAINTED TO MATCH BEAM. REFLECTED CEILING PLAN NBA HEM/5PHERE 5TU9I0 M 5M2549026BAL LACK/ALUMI 61-61, XK VERNER 4273 EUREKA 4273 23 LED 30K 9G'GRl AG BLACK 614 N 36CABL.E BLKE BLK BLKE HH 57ELLA 4272 �K,A 427229-16 LED 30K 90GRl AG 60 BLACK 61-6" DATE: NSA PROJECT#: XL BLKE BLK BLKE INH NOTES: 30"ACOUSTIC DRUM LIGHTART AGG-SHPT DRUIy 300-12H.4R- AP/ypR 8,6„ L COORDINATE LOGATION5 OF LIGHT FIXTURE "A"IN THE FIELD. 08/31/2023 20-1990 5TD-330 BPG BK 2. LIGHT FIXTURE "O" TO BE ORDERED A5 RED LED LIGHTING. 3. LIGHT FIXTURE "292" TO BE ORDERED A5 OUTDOOR LIGHT FIXTURE IN EXTERIOR AREA5. 5EE 9MG A-N FOR LOCATIONS. SCALE: CONSULTANT PROJECT#: 4. LIGHT FIXTURE 'D"AND 7" To BE ORDERED A5 OUTDOOR LIGHT FIXTURE IN EXTERIOR AREA5. 5EE DWG A-200 FOR ADDITIONAL INFO. 5, "*"1NDICATE5 LUMEN OUTPUT5, VARY BY ROOM, 5EE EL.ECTRIGAL DWG5 FOR COMPLETE MODEL NUMBERS AS NOTED - 6. ""'INDIGATE5 FIXTURE HEIGHTS AT FIR5T FLOOR "+� +►„ DRAWN BY: DRAWING NO.: 7. INDICATES FIXTURE HEIGHTS AT SECOND FLOOR. 6. 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SECOND FLOOR 21 CEILING MOUNTED MINI 5PLIT, 5EE MECHANICAL DHG5 FOR ADDITIONAL INFO. _ REFLECTED CEILING PLAN RG22 VENTED PVC 5OFFIT. 5�HALL 5E6TION5 ON DWG A-3/0 ANDA 3/1 FOR ADDITIONAL INFO. ®fi RG23 PENDANT MOUNTED LI6HTIN&FIXTURE A5 PROVIDED BY WALK-IN REFRIOERATORI FREEZER MANUFACTURER. FRG-24 WALL PENETRATION FOR SMALL ROUND OPENIN65 5EE MECHANICAL DH65 FOR ADDITIONAL INFO. I. EXECUTE THE CEILING HORK TO PROVIDE A 5MOOTH, CONTINUOUS, MATCH/NG, T16HT AND ALIGNING GEILIN6. THE FINAL. GEILIN6 IN5TALLATION 5HALL BE FREE OF V1511AL DEFECTS, REPLACE GEILIN6 TILES DAMAGED BY OTHER DATE: NSA PROJECT#: RG25 RECTANGULAR PENETRATIONS TO RECEIVE LINTELS. 5EE MECHANICAL DWGS FOR ADDITIONAL INFO. 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A-311 A-420 A-310 -300 SlM -300 0 b r------- -- ------------------�--- U F I NEMSCHICK SILVERMAN 66 EAST MAIN STREET PATCHOG ' — I Phone: 631 563 2E 30 Fax: 631 563 2139 www.nsarchitects.com I I A-312 ------ -------------� 09,3 TYP — ------------ ---- I I Rrob 1 I TYP ( CIVIL ENGINEER: 1 I ' E4Trp. — — 2.1 PREPARED BY EM ' 5T�4/R B o93 93 O 1 I TYP. 306 1 RWI I I J _ TrP F7 '------------- � CIVIL SITES I 1 I 1 12 GILLETTE AVENUE SAYVILLE,NY 11782 I VE5T1BULE I _ — 1 — T-631.390.5985 I C-516.647.0472 EM 2.6 30Jrtjf@civilinsites.com RG06 TYP X73 C93 I ISTRUCTURAL ENGINEER: 7YP i 2 1 MECHANICAL. i A-312 J.PONTIERI, P.E, D.P.C. 303 I ENGINEERING & CONSULTING — — _ teat HAL.L{ Y i I — Trp. — — — -1 — 2.8 16 Commercial Blvd. A-310 I 019330 ® I Suite 1A mi — — — — — — — — — — — — — — — — — — — — — — — Q" _ _ — Medford, NY 11763 1 631.320.1040 telephoneJPCE Off� -ce.com CONSUOING ENGINEERS IceCulp EM I 12 RG01 1 093 OD3 03 12 A-420 TM. I MECHANICAL ENGINEER: 1 A—L20 I —300 I �} RGOS X04 1 Trp Trp �P I RG04 Trp. RC04 1 -300 Ar M Elk I — _ rrP IK� ARM %jllm TIP MECHANICAL � 3 iI 2 3.5 DATA DRIVEN DESIGN Rcob D3 [30/ Rcoe KARBON ENGINEERING I Trp Trp I A-311 SERVICES 2 1 ruol Trp. ( I I 344 RARITAN CENTER PARKWAY EDISON, NJ 08837 (732) 710-4000 TEL TT-1-P, 1 (877) 703-9956 FAX _ I I 1 EM RWI 1 I 1I Trp. - 1 OD3 OD3 � 1 Li L KM --► '3 3 1 4 — — — — — — — — — Trp. 1 iE3 — I 2 I -7 I I a 1 A-312 A-40E TYP A-40cl I Trp Rco1 1 1 OPEN TO R!r35;, I OPEN TO TYP. I LOUNGE BELOW I RO GOMMI55/0IER5 1 w 50TE BELOW I TrP t 1 I 1 TYp I I 1 Trp. Trp IIX6 1 I � TYp 4 I i 4 A-310 I I I I An ff"s Inn A-310 13 I OTYP O093 093 D3 R01A-420 00OOO TYp TYP TYP D3 D3 D3 D3 D3 D3 TYP. TYP. ' RWI I TYP Rc� TIP. I NORTH SEAL:, A-4 V11 O O O O Rco4 tie I MECHAN/CAL. KG(}4 1 rrp Trp 302 rrp rrP I I I I SUBMISSIONS: DATE: DESCRIPTION: LA 1 I 08/31/2023 yjurlu FOR riu/1G 1 L--- ————————————— —————————————————————— --------------------- — —————————————————————— ------ 1 E3 B.I � 2 I 3 E3 2 A-310 A-310 A-310 A-300 A-310 -300 ATTIC ANS LOQ RAF EOE`Nr;) : SCALE: 114' = l'-O" ILLUMINATED CEILING I ILLUMINATED WALL MOUNTED EXIT 516N. MOUNTED EXIT SIGN. (ARROW RENOTE5 (ARROW DENOTE5 DIRECTION OF TRAVEL) DIRECTION OF TRAVEL) EM EMERGENCY FIXTURE(SEE 5FE6IAL APPLICATION ELECTRICAL DRAW/N65) 5PRINKLER HEAD 1 10/20/2023 ADDENDUM#1 NO. DATE: DESCRIPTION: CONCEALED 5PRINKLER HEAD O UPRIGHT SPRINKLER HEAD REVISIONS: PROJECT TITLE: &ENERAS IRV= NOTE5 : I. EXECUTE THE CEILING WORK TO PROVIDE 51400TH, CONTINI/OUr, MATCHING, TIGHT AND ALIGNING CEILING. THE CUTCHOGUE FIRE DISTRICT FINAL CEILING INSTALLATION 5HAL L BE FREE OF V15UAL DEFEC75. REPLACE CEILING TILES DAMAGED BY OTHER TRA7E5. - NEW BUILDING 2. THE CEILING GRID 5U5PEN51ON 5r57EM5HALL BE IN5TALLE9 INACCORDANGEWITH THE MANUFACTURERS 260 NEW SUFFOLK RD. 5TANDARO SPECIFICATIONS AND METHOL25 OF INSTALLATION. NEW CEILING DIFF!/SER5 AND AIR RETURN 6RILLE5, CUTCHOGUE, NY 11935 5HALL BE NATURED,ANODIZED, OR EXTRUDED ALUM/NUM AND RECEIVE A BAKED ENAMEL WHITE F1NI5H. 3. PROVIDEBRIDOING AND/OR FRAM/NG ACCE550RIE5 REOU/RED FOR LIGHT FIXTURE5,AIR DIFFUSERS,ETC. DISTRICT: SECTION: BLOCK: I LOT: 4. REFER TO DWG A-1/O FOR LIGHT FIXTURE 5CHEDULE. 1000 102 6 5 DRAWING TITLE: IRV= KE)10 No =t� : ATTIC & LOW ROOF REFLECTED CEILING PLAN RG01 LIGHTING FIXTURE. 5EE DWG A-TIO FOR LIGHTING FIXTURE SCHEDULE AND ELEC. DW-75. ® WALL MOUNTED EXIT 5/GN5. ® VAULTED CEILING FROM 5ECOND FLOOR. DATE: NSA PROJECT#: ® EXPO5E9 UNDER5/DE OF 5/P5 PANEL. 08/31/2023 20-1990 ® 5EEDWG A-III FOR LIGHTING AND 5PRINKLER HEAD LOCATION5 IN VAULTED SCALE: CONSULTANT PROJECT#: SPACES. ® 57EEL COLUMN. 5EE 5TRZTURAL DW65 FOR ADDITIONAL INFO. AS NOTED — ® UNDERSIDE OF STEEL BEAM. 5EE 5TRUCTURAL 9WG5 FOR ADDITIONAL INFO. DRAWN BY: DRAWING NO.: ® 5PRINKLER HEAD. 5EE 5PRINKLER DWG5 FOR ADDITIONAL INFO. J T M A i _ H . - CHECK BY. A- 112 U a F U W U A a Z Q UJ W J N U U) Z N O o N H 3 I 3 g 2 } A-311 A-201 A-310 A-300 A-300 N E M S C H I C K S I L V E RM AN 5/M - - - - - — — 66 EAST MAIN STREET } PATCHOGUE, NEW Y RK 11772 7,77,777.7 71777 77 77-7, Phone 631 563 2130 Fax 631 563 2139 www.nsarchitects.com DRYER XA5HER • I I I I /6 ❑ A-312 43 42 --- ---- <.-------- 777- 7 .77 Od2/ 5H f A-412 Iq CIVIL ENGINEER: — — — - — 2777"L,7 ROOM F 20 //6 O PREPARED BY I I I I I I I I I I I I I I ��,� - - — 2.1 ' \�\ 5TAIR B 5TORA6E /2 BM5 � \ 2 /26 I ,. D D .,. STOR�tGB STOR�GB C�V� L ..SITES ll4 12 GILLETTE AVENUE SAYVILLE,NY 11782 56 _77 77 ; . T-631.390. C-516.647.0472 ,, .. . I - 5 j tjf@civilinsites.com @civilinsites.com O — 2--------- — s HALLXAY 6 5TORr46B STRUCTURAL ENGINEER: 57OJrv4GB LPONTIERI, P.E., D.P.C. 4 F_//2_1 2 I . F55 A-312 ENGINEERING & CONSULTING HALLlN�4 r /20 HC VE5T/BULB I, JL _ J.G. 7"77777 T 16 Commercial Blvd. 4, TOIL - °:, Suite 1A ® HlNH ---- /07 -- __J - - - - - - - - - 2• Medford, NY 11763 � ..ti.. A-310 MOI ?' Dl'1/OMBNS I l24 AUX/L�4RYF - If' 631.320.1040 telephone a PCE - — ----------- — - ----- -- -------- — — — — — — — — — - CONSULTING N ENGINEERS � Office@jp-ce.com CONSU G fi"TBR ELECTRIC ...... .... p ROOM x_ .� ;' ; .,�x ate` ,x,�, ,�. y+' MECHANICAL ENGINEER: .... _.... � / D ,I j 7=10 3/4" 25 . a f� I 1 � A-300 HP � C) N —11 1 x A 300 L \ < r40 <, DATA DRIVEN DESIGN S�FE I ' KARBON ENGINEERING BRB�4K ROOM � I Y, 2 SERVICES /06 ,:� S OARAGB I BAYS A-311 344 RARITAN CENTER PARKWAY EDISON, NJ 08837 STAIR 732 710-4000 TEL 2 I 0 I c ) A-312 III 877 703-9956 FAX I ! 2 A- 00 2 2 A-201 I i � O O - 2 . I A-312 i 38 ! ' C M03 I j I , I L OUNGB I I /O✓ 0 I � - LOBBY ! - - --_� C A-602 --- -- --- — A-602 i 4 II Moe 4 A-310 40 A-310 +I- 19=7 3/4" I TL T I NORTH SEAL: I II; sV /03 .. O MIN. C. M02 A-602 m /O/ M02 4 A-504 2 1 �T R���o _ D . 40 M02 40 40 I 5/M. id SUBMISSIONS. �; OFFICE O I /O2 3 A-602 O DATE: DESCRIPTION: - - — — 08/ 12023 IJ/UED FOR FILI/VG 44 i I . r.r ! B.I 2 A-300 3 2 I I g I 3 A-310A-310 A-200 A-310 A-300 A-311 A-310 5 I I A-405 ! I I I II I O O O O O A5 7 ),� ®®R MURl I TUR Av� EOUIPMEN FAL—AN NO. DATE: DESCRIPTION: REVISIONS: SCALE: l/4"_ /'-0" MILL�OR< N PROJECT TITLE: FM-0-11 MEGHAN/GAL,ELECTRICAL AND PLUMBING EQUIPMENT. 5EE MEGHAN/GAL, ELECTRICAL,AND PLUMBING DWG5 FOR ADDITIONAL INFO. FM02_1 PROVIDE PIVOTING HALL MOUNT FOR Dl5PLAr MONITOR ® PROVIDE FIXED HALL MOUNT FOR 75" TV, ® /'O`ALCOVE AND LINE OFFASGlAABOVE CUTCHOGUE FIRE DISTRICT - NEW BUILDING SIENERAL M NOTE5 : 260 NEW SUFFOLK RD. CUTCHOGUE, NY 11935 1. 5EE DWG A-I2/FOR EQUIPMENT 5CHE9ULE DISTRICT: SECTION: BLOCK: LOT. 2. REFER TO D465 A-500-A-505 FOR MILLWORK ELEVATION5 AND DETAIL5. 1000 102 6 5 3. REFER TO DWG A-4/2 FOR NA5HROOM ELEVATION DETA/L5. 4. PROVIDE DOUBLE LAYER OF 3/4"PL YMOOD AT WALL GAP5 AND PER/ME7ER OF ALL COUNTERTOP5. PROVIDE CONT/NJOUr' GLEAT5 AT MALL5, A5 REQUIRED. DRAWING TITLE: 5. ALL INTERIOR 5URFAGE5 OF GAB/NETS, 5HEL VE5,AND DRAMER5 5HALL BE COVERED IN WH/TE MELAMINE. 6. CABINET CONTRACTOR 5HALL BE RE5PON5/BLE FOR FIELD VERIFYING ALL CABINET DIMEN5/ON5 BEFORE FABRICATION, FIRST FLOOR 7. PROVIDE 5TAINLE55 5TEEL, CONGEALED HINGES If ROLLER BEAR/NG, FULL G�TRUGT/ON.ID/NG HARDWARE,WHERE REQUIRED, FOR ALL NEW CABINETRY FURNITURE, MILLWORK 6. THE CARPENTRY CONTRACTOR SHALL COORDINATE IN57ALLATION OF ALL REQUIRED 14 GA. METAL BACKING PLATE5 IN METAL 5TUD HALL5 TO RECEIVE & EQUIPMENT PLAN HUNG CAB/1,17: 5, GOUNTER5,BENGHE5, BRAGE5,ETC. 9, BA5E AND HALL HUNG GAB/NET5 5HALL HAVE(2)APJ6TABLE 5HELVE5,WHERE APPLICABLE DATE: NSA PROJECT#: l0. PROVIDE FIN/5HE9 MIR/NG GROMMET HOLES THROUGH COUNTERTOP5 WHERE REQUIRED FOR POWER TEL. AND DATA FEE95 TO COMPUTER EOU/P. 08/31/2023 20-1990 (COORDINATE FINAL L06ATION5 H/TH TENANT) ll. BUILT IN GAB/NET WORK 5HALL BE COMPLETELY ENCA5ED IN LAMINA 7E CLA55 "B" SCALE: CONSULTANT PROJECT#: FINI5H, ANY EXPOSED FACE GABINET5 SHALL UTILIZE FIRE RETARDANT HOOD MATER/AL. HOOD BLOCKING 5HALL BE PRE55URE TREATED N/7H A FIRE AS NOTED RETARDANT. PROPERLY SEAL, 5AND AND PRIME NEM HOOD 5URFACE5 TO RECEIVE FIN15H COAT DRAWN BY: DRAWING NO.: 12. PRO VIRE MARINE GRADE PLYWOOD AT ALL 5/NK COLNTERTOP5. JTM A- 1 2 0 CHECK BY: PKG CL ,A AI.I 8.1 B.7 G 1� 05 � F- __ 'll"ll 7 W H 2 I Q Z mi I I I I I I 0 2 U U) @ M W Z 0 3 I E3 5 2 N r A-31 I A-201 A� A-300 A-300 } ""�Ka 1 1 ` ' 0 10 I I NEMSCHICK SILVERMAN /. ,,,,,.1, , Ih to...I - a' k , 0- — — — — — -- — _ :: : . ,. — "`X' — `.. ?> ' .` — +' "? .}: N STREET � t 66 EAST MAI — � PATCHOGUE, NEW YORK 11772 BALCONY7 Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com 1 230 A50o I I I 1 I I I 3-/„ 3 A-312 ,',, - I l:i 7. .1 I 2'6" 7" L .s...,,.,.,.,..�,,.,.,- } : ) �* a, 5':. -_ — ;, � » . ♦ -- - - - - - { ` 4. , :r. I I _ ,. CIVIL ENGINEER. ,a, ; B R �� I 1 .I' a : I m 5T�►lR B - a F.5. - 23/ = Ix'j; ' r ll , 4 aa. " ` + 221 AI I �.5. / 4s _:.— ::::', RED BY ::: 2 � PREPARED - + 1 _ - I _ 37 1 __ a 10 11 39 12 13 - t. I t GOMMUN/T'r r\� 1 s i. STORf4GE \Nk["\i11 2 2 , 1 GATHERING HAAL � I . I I I I I I I I 1 1 1 1 1 1 1I � . 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DATE: DESCRIPTION: REVISIONS: PROJECT TITLE: GENERAL NOTES: Cz L) I I S T � � �­4 =;:� J LE! CZL� I INT 5 C.., �­4 � � L� E�! E� C-P L) I �= ��l Ez N T 5 C., �­4 n! =� L) L� E: Z � WMW��WV�,WR"AL� ��uw,1WWR���CFi ^ r"�`Q""=""'�M'Ei11 Vr. a"m NO. 1 QTY. EQUIPMENT DE5GR/PT/ON I MAKE/MODEL # FIN/5H REMARK5 NO. I QTY. EQUIPMENT DE5GR/PTION MAKE/MODEL # ' FINISH REMARKS NO. QTY EQUIPMENT DESGR/PT/ON I MAKE/MODEL # F/N/5H REMARKS � a� I 1 1 500 LB. ICE MACH/NE : IGETRO MODEL #IM-0550�4G 22 AND BIN MODEL #IB-044 5TAINLE55 5TEEL l !7 2 /2'x72"OVERHEAD 5HEL V/NG 1 REGENCY/MODEL #600DO5/272 5TAINLE55 5TFEL I 36 1 I LG 55"UR3405 4K UHD LED COMMERCIAL TV LG/MODEL #55UR34G�GgUD - / C U TC H O G U E FIRE DISTRICT -- --.... - ------ ---_____.� - - _________1_1_ --- ---_--_._�- --- - - — -._.._.__..T-- --- -2 1 / 24'x42"SHEL V/NG 1 METRO MODEL #5A547G STA/NLE55 STEEL l l6 2 24'x72"GAB/NET NBR #TCB-7224 STA/NLE55 S7FEL l 37 3 LG 65"UR34G'G 4K UHD LED GOMMERGIAL TV LG/MODEL #4/306626 - I - NEW BUILDING - _ ------ _-. --_ - --- __..__. _%_________%___%____ __ — 3 ! 2 NAND SINK ADVANCE TAB60 MODEL # 7-P5-40 5TAINLE55 5TEEL I lq I 36"5PEED RAIL AND HANGER5 REGENCY/MODEL #7/2B5536D d #7/2B55HANG 15TAINLE55 57FEL I 36 l LG 75"UR340G 4K UHD LED GOMMERGIAL TV LG/MODEL #4/306622 _ - - / -- __ — — _ _ -- ------_._.______.—_ ___----- -- ; - — 260 NEW SUFFOLK RD __-_ __ - �._.—- -_---- - __. _---- _ — 4 / 24"x46"WORKTABLE NBR -MODEL # T56-4624 STA/NLESS STEEL / 20 / 60"BACK BAR REFR/CERA TOR PERL/GK/MODEL #SDP560 STAINLESS STEEL / 39 5 FLOOR 5/NK _ U E, NY 11935 CUTCHOG ----._...__...-------- ----------- - 2 5 I l 30'x60"WORKTABLE 1 NBR/MODEL # T56-6030 X 5TAINLE55 57FFL I 2/ 2 24"6LA55 RACK GABINETW/THVRAINBOAR[ ADVANCE TABCO/MODEL #PRGR 24 24 STAINLESS STEEL l 40 1 6 43"UL3G B SER/E5 /P5 UHD COMMERCIAL LG/MODEL #43UL3G B - / DISTRICT: SECTION: BLOCK: LOT. —.________________-____ __.__.. D15P Y MON/TOR 6 / 36 GAS GHARBRO/LER -OA5 ' AMER/GAN RANGE MODEL #ADJF-36 STAI E55 STEE I _ -----------.._....__.._............. - ................._ ...-..-.............-...... _._..-.._._....... NL L I 22 , I 24 /GE GHE5T W/7N GOLD PLATE : 5TAINLE55 57FEL l --................._.........,...._........... - 1000 102 6 5 _-.._—_ -- _ -._._-. -_ --------� ___ _ _-- -_-______.__.-._.__----_--.-_. I COMBO WALK INREFRIGERATOR/FREEZER ART/G/MODEL #BL126-COMBO-GF5G I STAINLE55STEEL l 3 4 6A l OMITTED - _ _ I „ # ..... .4/ -' ................................--.--.....--- -.--_.........--....._..-._........--- ...-----...--.......-.__.._...- , 23 I 46 SPEED RAIL AND HANGERS REGENGDRAWING TITLE: Y/MODEL 7/ZB5546D 7/2BSSHANG STAINLESS 57FEL l .....'.'.'.........'...........'.'."'.'......'.'-------------------------------- "I ' .._. _ __�____,____...__.._..._________� �__I.—. _._._.__��__._._.___ f ._—_...—.. : - -__-.___...__._.._—.—____-- 7 1 I 46"RANGE W/TH GRILL - GA5 1 AMERICAN RANGE MODEL #AR-l2G-6B D5B 5TAINLE55 5TEEL I 24 2 24"REFRIGERATOR I PERLICK/MODEL #HA24RB-4 3R2 STAINLESS STEEL l 42 1 MACH/NE READY RACK SOFT MOUNT EXTRACTOR 30 - I I PPE 1 ­.________­­_­__­_1-------- -- --------- -__ - j __ --- - -- -- --- --------_ _--- ----------.-- ._...-- +....- ___ __ __ _� - - - 6 I CONVECT/ON OVEN- GA5 AMERICAN RANGE MODEL #MSD 2 5TAlNLE55 STEEL I 25 I 4 24"MICROWAVE WI TH 30" TR/M IFR/G/DA/RE GALLERY/MODEL #GMB53066AF STAINLESS 57FEL I 43 l CABINET PPE DRYER GIRWL A/R PPF EXPRE55 DRYING GABIAET-6 GEAR I - / _.. _ I I _ .--� --- ---------_---- ----------._...._ — ........_:.. - — ---- ---- ----- — — _----- - — SECOND FLOOR 9 / 24'x24"SHELVING METRO MODEL #5A5/7G 1 STAINLESS 57�L l 2 /6 //2"X l6 //2"EL KAY HAND 5/NK ELKAY/MODEL #EGTRU/7/79TFGEi; --- - -- STA/NLE55 STEEL-- __.__.._..__I _�_ - — — _— 26 / 36"2 COMP BAR 5/NK I ADVANCE TABGO/MODEL #SLB-32L : STAINLESS STEEL l „ -................. ..-........ ..._.............--- .....-_..--..._......_....._....__......--......_....._..------------------------------- _..................._..... ... ------........._----.-.....-----------------.-.......... _ ._._.._..----------------------_-...-_......__...........----- .... lO 2 24 x36 SHELVING METRO MODEL #5A537G STA/NLESS STEEL l „ RK 27 / 30x64 WORK TABLE I NBR/MODF1 # T56-6430 STA/NLE55 STEEL / 45 / 5/NGLE hG4STE GAN AND TRACKS i HAFELE/MODEL #503/5223 I ANTHRACITE $ GRAY / t.._..._.................._.....--... __. _-..._..._....._.---------.....-....-......_....-..._ ._...._......._..._...-..._._. _.... --..._.._...._ _...........__.........._...._....... _..._........_..__............................_._................. ----------------------_................................._.._.............._............_....—_................._.______..................._...........__....__.....................--..........._............................. 11 I I 3 COMP. SINK ; REGENCY- MODEL #6055151515XL 5TAXE55 57FEL I " __ _..._...�_._.._-._--- ____--_- _ 26 I 46 3 COMP. BAR 5/NK I.......... CAN PLAN.................................---......- . .- .... ..._.................................. .............--......................__........... � ...._....__..­­_4.......... ........-- .....-_....--._.._......_.._.................. ......- .-....-......._..................-.........-------..-..-....................1......_-...--_...-_.._-_._..._..----..--.-.--..__.---..__._...._...- --- -.--.._...._._._............_...--........._.........._........._---_...-..------ -----------------..._...- .............................................. --------...._......_........_.........._.-_.... l2 l 52"SOILED D/SH TABLE NBR -MODEL #GDT-26L-16 AND 5DT-26R-16 STAINLESS 57FEL I I 24"KEG PERLIGK/MODEL #HP24T5-4-1L/R-1 STAINLESS STEEL 1 _ 47 / 22 I/2"X l6 //2"ELKAY UNDERMOUNT 5/NK ELKAY/MODEL #EG7RU2/179TFGG I STAINLESS STEEL 2 ____- -----_----------________%__.____ -- —.-- - 29 ----- _-.... „ ---------------.. ....................... .-----------------.......... --___-._.._....... ............ ._......... - .......-.......-----------------...----------- ................-........................_......._....__.._.......................................--........_...................._....-- --- _ .__...... ..-....... ........._.-.-..._.........._. t.... _.... - ...-.....__... AND FAUCET DATE: NSA PROJECT#: l2A l 42 SLANT PACK 1 NBR -MODEL # T55-42 STAINLESS STEEL l _..-. .. -- ..............._..........-- ..............................._..................._................._.--.-....------...--------. 1 30 ! l DOUBLE WA57E CANS W/TH TRAGK5 I HAFELE/MODEL #503.15.224 I ANTHRACITE d GRAY I a. __._...._.......................__- _..---._--------------.--------._.--......-.............................._...........---- _ _-___-._....-- ------ ---..._..-_.--_ 46 / 27 CUBIC FT I2B 2 PRE RINSE SPRAY /MODEL GNE27JYMF5 5TAINLE55 5TEEL I _ T5 BRA55 MODEL #SPR-6W/O STA/NLESS STEEL l 1 GE ENERGY STAR # ._--_....-_-",- ---- _.__. ______.___._-_._____-- __ 3/ l ICE MAKER I AVANTGO/MODEL #1941/GH/60A 1 5TAINLE55 57F-EL I REFRIGERATOR I 08/31/2023 20 1990 ....-- ......... ............ .--........._---............-_.._.--....-------------------------------........-................_.._.._-.._..........................................._ ...-.---_-.--.-------------------.._...----------- _...._ SCALE: CONSULTANT PROJECT#: /3 / DISHWASHER -ELECTRIC CHAMP/ON MODEL #DH�6000-VHR STA/NLE55 STEEL / 32 1 2 /6"X 36"OVERHEAD GLA55 RACK I REGENCY/MODEL ##460GB6R09 ' REMARKS: —__�_--__ _ ---- — 1 CHROME l I _._. . . ------------------ .............................................................__._._..... ._ ._.... .....-.---------------.............................- ---------...-------...--......_..-.....----------.----------------------------...-------------------..-_..........._.......-.--.........--- - -..................- _------------- ---_--.__...__._. T 33 I. EQUIPMENT SPECIFIED HILL BE Oh�IER SUPPLIED, CONTRACTOR INSTALLED AS NOTED - /4 # - . - -__-__--_— 1 24"5PEED RAIL AND HANGER5 1 REGENCY/MODEL #7/285524 $ #7/2B55HANG STAINLESS 5TFFL. I 2. EOU/PMENT 5FECIFIED WILL BE CONTRACTOR 5UPPLlED AND INSTALLED. I 46 GLEAN D/SHTAB LE NBR -MO - I DEL GDT 46R l6 STAINLESS 5 7FEL l � 5 I l5 I l 46 FREEZER TURBO AlR MODEL #_AJF 46-N STAINLESS STEEL l 5 : 3. FROVIDE IN7FGRAL INSULATED FLOOR ON TOP of 5ECOND FLOOR. DRAWN BY: DRAWING NO.: 1 ( . I - ._.--__ I - -----_____-_---_- 34 1 l 24"LIQUOR RACK .............. REGENCY/MODFl #600LDR2324 STAINLESS 57FEL l 4. INCLUDE EXTERIOR RAMP ACCESSORY. _._._...- .._....__.............__.._.-...-------....-_ ...................................._ -_--...---_-.-.-..-._-...._................_...._....-- -- - ---_-- --.-.-...-.-.._.-.._............_._.... - l6 1 / 72"REFRIGERATOR 1 7URB0 AlR MODEL #MUR-72-N STAINLESS STEEL / { 5 PROVIDE 5.5 TOP. JTM IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 35 1 / Dl51MA5HER-ELECTRIC I GE/MODEL #GD722655L55 STAINLESS 57FEL I A- 1 21 CHECK BY: PKG U a F U W F- A A U Q Z Q K W J_ LIJU V Z M O N �) N =U' 3 I 3 2 0 A-31 I A-201 A-310 A-300 -300 " N E M S C H I C K S I L V E RM AN 5/M ° - - - - --- - - ----- — - -- - -- -- -- 66 EAST MAIN STREET PATCHOGUE, NEW YORK 11772 k' Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com X t. s 7 777 77777, 7 77- 77, 77777777777777= DRYER X45HER = 4 4 I I FOS STORA-312 .4GEI P-4 I FPL-I PL-2 ❑ 123 P-4 P-4 /HASH I 77� - - TVP. TYR P-4 CWT-I � � ROOM P5 GP - CIVIL ENGINEER. P_4 F05 PREPARED BY 7YP. I I I I I I I I I i l l F05 I I i I I I I I I I I I I P-1 —\ FV It — k°` ; 1I I I I • 57A/R B Fo3 P-4 122 P-I P-4 P-i P-5 EM5 P-4 \ fd�1 P-5 P-I ia^B I PF-3 I Jam' TORf��75 P-4 P-5 STORAGF Ci IV I �.. 'SITES PF-3 P-5 HG-I � �< F03 L5-3 /l Jr HG-1 P_-7 /14 12 GILLETTE AVENUE L5-3 F03 F03 7YP F02 P-7 fd^B I SAYVILLE NY 11782 7YP. 7YP TYP TVP. : TVP. :t'."` x>x: : .:=y:. ,.: .x . :r.: :.;': T-631.390.5985 I C-516.647.0472 r .. �,. ,.r.- ..s; - civil It . . ;_ ._ >• ,'y� •. _.. _. . .' tjf@c in es com x �� i L7� , 2.� S roRA�E TYP L5 2 - FOI P P-4 L5-I L5-I 7YP. x TVP. y':: Tr>? TYR HALLXAY > 1 STRUCTURAL ENGINEER: WATER F03 �_I 113 STORAGE j ° ELECTRIC 7 T-4 111211 112 J.PONTIERI P.E. D.P.C. ROOM P-4 2 , , l21 P-5 FEC P-� A-312 ENGINEERING & CONSULTING HALLWAY PF-3 y;: _ HGT GAIH HG-1 VE5TOLL E P-5 '� I TO/LET fd^B-I : I ,SGT-I Cl^B-I y F03 - 1' ��'� HG 1 16 Commercial Blvd. : ��=�° �... ...;� .���„'• ❑ 107 ; 108 /ll I 4 . H{NH ---- ` - c�tr-1 - _ GIC-4 P-I — — - — 0 — 2.8 Suite 1A P-4 P-4 P-4 P-4 Cl^&I --� Q^B-1 I ., << ❑ 124 Fo3 w Medford NY 11763 P-5 P-5 P-5 TYR AGN PGT- A-310 ; PF-3 PF-3 PF-3 C7YP HG-I [HG-1 p - - - -- -- - - - - - - - - - - - - - - - - - HG-1 -- -- --- - ---- -- - 631.320.1040 tele hone O - - - -- --- - - - - - JPCE Office@jp-ce.com CONSULTING ENGINEERS P-4 ' TYP F03 F03 F03 TYP TYP. {�YOMENS P-4 F03 t4UX/L�RY P-5 TrP. — — — —— —— TM. MECHANICAL ENGINEER: PF-5 < I , I A-300 > y ,F4 QTZ-27' A*”' F,1, Bi\ ON -300 �: �.... ,., P-I t :may ;�. Il DATA DRIVEN DESIGN '$1 BREAK x; l - -- ----- -- P-5 ROOM KARBON ENGINEERING xT x:Y: GARAGE P-4 GARAGE HG-1 /O6 I 2 SERVICES F03 L5- 7 F03 BA Y5 P-5 F03 BA Y5 TYP TY lYP PF-I 71'P A-311 344 RA EDIS CENTER PARKWAY EDI ON, NJ 08837 O-4000 TEL A-312 P-I STA/R L- — — — (877) 703-9956 FAX Fol Fol L //O — — — 2 7YP. 71'P _ A-200 A-201 P-4 — — TYP. — ---- PV = I 2 el TMP L A-312 P-4 ' P-4 TMP 7YP. LS-3 F02 LS-3 LS-3 LS-3 F03 LOUNGE P-4 LOBBY TVP. TYP TYP TYP TYP TYP 105 P-5 104 = PcP-I HG-I P-4 L5-I LS-I L5-I HG-I F03 TYR TYP. TYp TYP. P-4 a -rip FOI L TYP ,1 I 7YP. m I 5 � I h A-602 A-602 lo 0 4o 6 2'-O" 6" 111-0" 11-0" 6' 2-0" 6" ll'-0" /11-011 6' 2'-V11 6" 111-0" 6=1011 3'-6" 9=10" 3'-6" 6=ll" 4-2" Q A-310 Q. Q. Q. Q. Q Q P-1 A-310 0V P-I NORTH SEAL: I � I ,SGT-I r. I I i HG-1 I _ e PL-I PL-2 . I` �p PL fi V,E5 L 0 5 L 2 /03 P- I WEE TVP. P-4 = - 4 _ = LS-2 Rf�tl0 fd^B 1 O'. 71'P Q P 4 P 4 Q 7YP PL-I 01`i l�iE: :.'.:':: :: ,CPf-I. .: 5/M. HG_ SUBMISSIONS: e} I A-602 O DATE. DESCRIPTION: -- -- - -- - - - - - -- - - - - - - - --- - - - - - - - - - - - - - - --- - UNED FOR FILING O rx L- Fil08/51/2025 I I i II 117 17, B.I 2 O � — I A-3oo 3 2 I I 3 I 3 A-310 A-310 A-200 A-310 A-300 A-31 I A-310 I 5 � I A-405 i I I, O � G D � O — 6ENERAL � NC_T=� : FIN15H L A-5 � ��®®�� �// � /�/� ���/ � NO. DATE: DESCRIPTION: 1. REFER TO FIN/5H 5GHEDULE'A-602 FOR MORE INFORMATION. REVISIONS: 'G ' 1/411 /��" 2 5EE RCP FOR ALL CEILING FIN/5HE5. INDICA 7E5 CARPET FLOORING PROJECT TITLE: 3. 5EE TOILET RM. ELEVATION5 FOR TILE PATTERN5. 4. INTERIOR FIN/5H/NG WORK SHALL NOT BE PERFORMED UNDER GONDITION5 NHICH ARE CONTRARY TO MANUFAG7URER5 60DELINE5 AND REQUIREMENTS OR WH/GH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF 5UGH ORK. WORKMAN58/P, WH/GH 15 J_V&ED LE55 THAN FIR5T OUAL17Y BY THE ARCHITECT, WILL BE REJEG7FD. 5 5UBM/T FIN15H MA7ERIAL5 A5 R6QUIRE9 TO THE ARGHl7FGT, FOR REVIEN AND APPiROVAL. PROVIDE AR6H/7FGT WITH A MIN/MUM OF(3)6"X 10"BR05H-OUT5 OF EACH PAINT COLOR AND FIN/5H FOR ARGH/7FGT5 APPROVAL,AT LEA5T 2 l�EK5 PRIOR TO 517EAPPLIGATION. ON-5/TF APPLIGATION55HALLBEREQU/REDONE CUTCHOGUE FIRE DISTRICT WEEK PRIOR TO FINAL APPROVAL. ARCH17ECT RE5ERVE5 THE RIGHT TO Al2JJ5T ANY COLOR/FIN/5H ONCE THE WALL TE5T HA5 BEEN MADE. - NEW BUILDING 6 H/PE NEW6YP-5MBOARD 5URFAGE5W/THADAMPCLOTH J6TPRIOR TO 260 NEW SUFFOLK RD. APPL16AT/ON OF 7HE PRIMER, IN ORDER TO LAY FLAT ANY NAP WH/GH MAY HAVE FORMED IN 5ANDIN6 PROCESS• CUTCHOGUE, NY 11935 7. UPON COMPLETION OF PAINTING hlORK, REMOVE ALL PAINT FROM WHERE IT HA5 �� INSH � NOTE5 : 5P/LLED, 5PLA5HED, OR SPLATTERED ON EXP05ED ADJACENT 5URFAGE5 DISTRICT: SECTION: BLOCK: LOT: 6. EXAMINE FIN15H 5URFACE5 AFTER COMPLETION OF WORK INGLUD/N6 M/LLHORK IN5TALL.ATION AND PROCEED H/TN "TarAUP"A5 REQUIRED. 1000 102 6 5 9. IN5TAL.L ELEG7RIcAL 5N/TCH AND OUTLET COVER PLATF5, SURFACE HARDWARE, FOI CONCRETE 5AN GUT. ETC.,AFTER PAINTING AND/OR APPLICATION OF HALL COVERINC75 AND CARPET. DRAWING TITLE: /0 CORRECT ANY 17EFECT5 IN FLOOR 5URFACE5 TO RECEIVE NEN FLOORING F02 6"LANE 5TR/PP/N6 BORDER. REFER TO FIN15H 5GHEDULE 5HEET A-603 FOR COLOR. MA7FR/ALS TO PREVENT NOTICEABLE LUMPS AND DEPRESS/ONS F03 CON5,RE7F BLOCK TO HAVE INTEGRAL COLOR AND F/N/5H BY MANUFACTURER. NO H. PARTITION5 AND MILLWORK TO RECEIVE 5TPAl6HT RE5/LIENT BA5E OR CARPET SITE FlN/SNES TO BE APPLIED. UO.N. 5EE F N/5H�HE VLE FOR MORE IAREA5, OR COVE INORMATION.SE AT RE5/LIENT FLODR/NG, F04 5EE INTERIOR ELEVAT/ON5 FOR WALL FIN/5H. FIRST FLOOR 12. 5TAINED AND PAIN7FD 5URFAGE5 SHALL BE FIN15HED 5UCH THAT JOINTS ARE NOT F05 LANE 5TRIP/N6 CONTINUE5 VERTICALLY DOWNMARD5 ON 5TEP. FINISH PLAN VISIBLE WHEN Y/FltED FROM ANY REASONABLE ANGLE. l3. HALL COVER/NG 5EAM5 SHALL NOT OCCUR W/7N/N l"-O"OF CORNER5. APPLY FABRIC 50 WAL.L 15 DIVIDED N/7H A MIN/MUM NUMBER OF 5EAM5,AND M/TH EQUAL H/DTH PAAa5, U.O.N. 14. LOCA TF IWER5E6TION5 OF DIFFERENT FLOOR FIN15H MA7FRIAL5 DIRECTLY UNDER CENTER OF DOORS, U.O.N. DATE: NSA PROJECT#: l5. SUBMIT CARPET SEAM/N6 PLAN(FOR BROADLOOM) TO ARCHITECT PRIOR TO ORDER/NG AND AT LEAST(4)INEEK5 PR/OR TO INSTALLATION FOR ARGHl7E6T5 08/31/2023 20-1990 REVIEH AND APPROVAL. 16. IX57ALL RE5/LIENT BA5E5 57RAIGHT AND TRUE, TERMINATING THEM AGA/N5T OUTER SCALE: CONSULTANT PROJECT#: ED6E5 OF DOOR FRAMES. PROVIDE PREFABRICATED RE5/LIENT BA5E CORNER 5ECTION5. BA5E 5HALL BE PROVIDED IN LENGTN5 NOT LE55 7HAN P-O"MEASURED AS NOTED — FROM THE CORNER. DRAWN BY: DRAWING NO.: JTM A- 1 30 CHECK BY: PKG a 05 o w U Q Z Q K Yn I U 2 U o z z 3 I 3 3 2 N A-311 A-201 A-31 A-300 I A-300 } a ` 0 I EMSCHICK SILVERMAN 66 EAST MAIN STREET O — -- — — — — — — — — - — — ---- , • " " `, — — — ",�.' ,,� - --- -- -- — — ------ — - - — I PATCHOGU , NEW YORK 11772 I B14L.CON7" w Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com 230 I I I I I I I I A-312 I ' I %3: O r' w� 5TA/R B X03 I I I CIVIL ENGINEER: G6-I O EZ II L___J2-2 QR-I I I STORAGE 2. PREPARED BY 9 0 234 P-4 — --, I GOMMUN/TY \ P-5 I P-8 � `\ F03 I G�ATHBR/NG H�tL.L PP- ❑ I , I ; GP-5 1 I � 233 I I I I I I I I I I I I I I I I I - - _ I I P7 ® i I i ( I QTZ-I - I I I I I i i G6-I I P-4 C ML \SIMS I I 17 P-4 TTE AVENUE 2.5 �- � `� �",• � ���� �------ I i 4- ' pgz.l I FfG-I �Y SAYVILL ,NY 11782 I ------� i I -1 - - - - 2.6 T-631.390.5985 I C-516.647.0472 .' _ I I tjf@civilinsites.com \/ ... . . .. LID ----- L .. " "' """' "" P-4 \ I STRUCTURAL ENGINEER: HILLY P-5 -- KITCHEN s 2 ".". . .. . 227 HG-1 232 ( A-312 J.PONTIERI, P.E., D.P.C. �� .� x ; ENGINEERING & CO N S U LT I N G 777 ::'..'..'..' BUNK RM. :'. :. . . 226 _ - ❑ A E55 228 '<- a -- 0 . .. .. .. . . : .. o ' 2 TTI�02C PP-2 - — --- — - - — — 16 Commercial Blvd. . .. .. .. .. .. .. .... . .. . . . .. .. .. .. 28 I . . .. .. . .. .. .. . . . . .. . .. .. HC HC =_ P-I . .. .. .. . .. .. . P-7 P-4 �3^B Suite 1A [�2i 22o I _ .� A-310 �, ..� . .. .. .. .. . PGT-I . ,'. .'. .. .'. .'. .'. .' Rl^&IW-5 -- -- — cPr-I — — cwr-I - — — — — - - Medford, NY 11763 >�„� . .. . . .. .. . . 1 I I I I I — cvB1 ❑ , P-4 I I I I I 631.320.1 RADIO040 telephone _C^B I P-5 Office Clp-ce.com CONSULTING ENGINEERS : J PCE FH I _11 --- - I _ I ROOM STORAGE PL-1 MECHANICAL ENGINEER: raga I W134I �►GGE55 — — B-I . ... .. . P-I P-1 223 I ° ,Y y, I 4 223 ❑ I .. P P4 I P 5 P 5 5Tf klR f� _ _ _ _ ---_ . . . P 5 a _ � }� � 236 OA Ri ON — — — - - - - - - — Hr-- P-4 _ �._Y w.: 3.5 DATA D S EN DESIGN -5 C'f-I .�G. C►^&I j FEG X03 2 _ _ _ _ P-5 A_311 KARBON ENGINEERING _ Ai — — — SERVICES 2 P-4hAL.LlNAY P-4 B_I — — — 344 RARITAN CENTER PARKWAY A-312 ( P-5 P-5 P-4 — — — EDISON, NJ 08837 PC,f'-I 208 PCP-I P-I 7yp (732) 710-4000 TEL A-40G HG-I 2/pJ HG-I ELEY LOBBY — — — — (877) 703-9956 FAX P-2 P-2 P-2 P-4 203 2 I - - - - 1 -- H�LLIN�rY GP-5 GP-5 GP-5 KP-5A-201 -- --- - - -- - - - 40G PL-2 eke I I CWf-2 RAEHI .e a .e ee I - - P-5 — -- cv�r i — — — - — {NOMENS cruel -- — __TL.7 — — ---- —- — - - - - O L-2 QTz-I I ! I QrZ-I PL-I RM, 5T01?AGE '°a'H G43 207 �� 204 2 iI - - P-10 TYP A-312 P-q HG-I PGT-I MENS HG-1 P-4 - 2/✓r' 2/6 PL-I HG-I 20q 5/M. 2 �- _ PL-2 PGT-I PL-I P P-� ❑ ❑ P-4 P-4 --- HG-I ❑ Qrz-I 103 Q2-I PL-I LOUNGE ✓ I�----ii- — P-5 P-5 PL-2 - I I - art-I 224 � F�&I I L- --� HG-I HG-I ----- - a F PL-I TOR. P__7 P-5 II .. . . . . . . .. .. .. E HG-I 2/O �P-4 HG-I r- -� ---- . . . . — — -� COMM155IONER 5 I SII i i ra^&I -2 1�^8 I �^B I P-4 HAI_LlN"Y GP-5 PL-2 5I TB HG-I � I I L ..' . H�L.LlNN�Y II I I P-5 206 HG-1 20/ P-4 F03 ,/ 4 B-I II 2/l PGP-I GP-5 4 I A-31ti 0 II IHG-I -510.. . . . . ... . .. . .. . - - �_ f '. .;. ._. .. .' .' . . .'. �. .'. .. . . .. . .. ' .' .' '. '.'.'. . .. . .. . .. .. .. .. . . .. .. .. .. .. . .. . . .'. .. . . '. . .. . '.' rya - G6-I !I ... . .. .. . ... . . .. . .. , - - . .. .'. .'. .'. .'. .'. .. .. .. .. .. .. .. .. .' .' .' .' .' . ..' '.'.'. .'. .'. .'. .'. .. .. .. .. .. .. .. .. .. .'. .'.'.'. '. .'. .'. .. .. .. .. .. .. . .. ., .. . QTZ-I fiO3 .. .. . . . ,. . .. .. .. ,. ,. ��— --J . ...... .. .. .. . ... . . . .. .. .. .. . ... . . . .. .. .- .- .- . . .. . .. .. .. . .. .. .. . . .. . .. .. .. . . . . . . . .. . .. .. . II . .. .. .. . . .. .. .. .. .. .. . r - I r PL-2 II GH/EF5 GAPT. SEGRET�RY ;> J NORTH SEAL: r--- OFF/GE.. .. OFFICE. .'. .. . . .- .. DAF/GE _ . .. .. .. . . . . . . . .. .. .. .. .. .. .. . . I SURER D/5TR/GT PL-I - 2/4 2/3 f I 2/2 PL-I L — . .. .. . .. .. . . --0 - - _ _ -- __ -- U a F- 0 F-- U Q Z Q W Y U r4i:.:l;.v x. . � uj W 3 2 I 3 5 2 D i._ i BULK TOR A 310' � Ela � A-310 "A-310 G A-500 NEMSCHICK SILVERMANA5MIO A-300 ELEV.- 45'-0" _..._...__..........." ..... 66 EAST MAIN STREET f - PATCHOGUENEW YORK 11772 E33 Phone: 631 5,63 2130 Fax: 631 563 2139 www.nsarchitects.com Q I E34 E01 I I TO ROOF E04 ELEV. 40'-0" E22 E01 E22 _ EOI � I E26 � I I EIS EOS I I CIVIL ENGINEER: MEAN ROOF „ HEIGHT s „ 12 /2" ELEV 35'-0" 5 /4 D Q5 3/4" l2" 12" E22 PREPARED BY J 3/4"� Q 5 3/4" A-403 I A-403 'n 02 I I 5 10 A-405 TO ATTIC r �° Ell --F-E-17 FLOOR 5LAB I CIVIL N S MES ELEV 30-0" cQ 02 EI7 I I a a 12 GILLETTE AVENUE A-403 A-403 SAYVILLE,NY 11782 EIS _ T-631.390.5985 I C-516.647.0472 =y ipIj EOS `� N E05 tjf@civilinsites.com � EOS E36 E36 �-- \� ,r=Lil 03 UJ.PONTIERI, P.E., D.P.C. E3b ENGINEERING & CONSULTING _ E36 TO SECONDOI i E36 FLOOR SLAB I - E16 16 Commercial Blvd. ELEV l9-O EO5 ' - EIS I Suite 1A CUTCHOGUE FIRE' DEPARTI'WENT = Medford, NY 11763 EIOB U ' TED FIRE Co . ® , I I 631.320.1040 telephone _'' IHHHH , _ 03 E24 ° I E14 4 I Office�jp-ce.com �gNSULTiNG ENGINEERS E24 i E05 30=8" 3p'-8" E05 E13 4 MECHANICAL ENGINEER: 03 6,x 28,-0„ 8 4 ry EIS EIS 01 E15FE_::_3 -1 F=7 7 F=7 F=__ I F=-I F=71 iL-j F= I 4 E103 NK� A R N Its- EIOB 0 0 0 0 0 0 z z. _� 0 0 0 F=7 �' 0 0= o _ ... EIS _ DATA DRIVEN OI DESIGN Q' EIS _ KARBON ENGINEERING - - - w EOS ° ° o SERVICES Eos g � W Q I E07 E35 Q E05 d _ 344 RARITAN CENTER PARKWAY \ I O EDISON, NJ 08837 E32 A-403 ° (732) 710-4000 TEL T.O. F1R5F (877) 703-9956 FAX E23 = ' FLOOR AID ORAPE ELEV 0'-0 (DATUM=29.0' FIRST FLOOR AND GRADE AT MAIN ENTRANCE F --r 11 IVA�V-55,1 LL j j .1 L TRUCK BAY —EE FLOOR AT DOOR I 1 EOq I I I I I �� 7' (DATUM= +29.0' OPENINGS I 1 S/M TYp A-405 E21 I I I I I 2 I NAV 66) CONCRETE -0-4 _� - - - - -- - - - - - -- - - - - - - - - - - - - - — L — — — —— — — — — — I - - - - - - - - - - - - - - - - - - - - - A-300 — — — — — — — — — — — — — E35 � — I � - -- - L A-311 I �— A-300 I I CONCRETE � - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - -I- - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - -I APRON AT - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - GARAGE DOOR OPEN/N555 OIL B.O. FOOTIN52 ( �57) E\1( � TIoAl ELEV -4'-6" 5GALE: 1/4" - l'-O" 000 4 2 2 I 2 A-310 A-312 A-311 A-500 A-312 TO ELEVATOR 5/M. BULKHEAD NORTH SEAL, ELEV: 45'-0" ..... .. ._ L. NOT BE .' ^�! >�' .;5 '• .:; _ _ I ® \ I ® e (NOTE SF_L.EG7FD KEYNOTES MAY `` of?.. 2.8 APPLICABLE ro TNiS SH�r,1 ,,5 EOI EOI A5PHALTIC SHINGLE ROOF. 5EE ROOF PLAN ON DWG A-104 FOR ADDIT'ONAL. INFO. TO ROOF WATER RETAINA E SYSTEM SYSTEM TO 5TO1ZM 02 6"14OMPH HIND RE515TANT HALF ROUND ALUM/NUM GUTTER AND LEADER s _ G COLOR TO BE 5ELE67ED BYARCHITECT. ELEV 40'-0" E34 02 6"14OMPH HIND RE515TANT ALUMINUM BOX GUTTER AND LEADER 5'r5TEM BY H/CKMANN EDGE 3 �I SYSTEMS TO STORMWATER RETAINAGE SYSTEM. COLOR TO BE SELECTED BY ARCH(7ECT. Q A-403 I I 03 2Y4"x 7 5/e"x 3 5/e"MODULAR RED BRICK INY2 RUNNING BOND. COLOR A5 5ELEG7FD BY ARGHI7EGT SUBMISSIONS: U) O3 2 Y4"x 7 5/8"x 3 5/5"MODUL AR RED BRICK IN 5TAGKED BOND. COLOR A5 5ELE67ED BY ARGHl7BGT DATE: DESCRIPTION: E26 N " E04 2/4 x 7 /,q x RED THIN BRICK. To MATCH MODULAR RED BR1CK5,A5 5ELEC7E9 BY ARCH/7BGT. 08/31/2023 J//UED POR FILI/VG MEA F 5 3j4"� Q5 3/4" EOI � � � EOI � " 5 „ AsK HEIGHT ;_ r E05 MANUFAG7URED(CALCIUM 5/LICAM)5TONE BLOCK HITH FLUSH MORTAR JOINT5. MORTAR COLOR ELEV 35'-0" I TO MATCH BLOCK. BLOCK COLOR A5 5ELEGTED BY ARCHITECT. 5EE HALL 5EGTION5 AND A-405 I I I SECTION DETAX 5 FOR ADDITIONAL INFO. 4 A-403 SIM I I 02 E06 THERMALLY BROKEN BLACK ALUMINUM HINGED DOOR AND FRAME HITH INSULATED GLA55. 5EE 02 DOOR SCHEDULE ON DWG A-601 FOR ADDITIONAL INFO. Ell I I o2 E07 THERMALLY BROKEN BLACK ALUMINUM 5LIDING DOOR AND FRAME WITH INSULATED GLA55. 5EE TO ATTIC DOOR 5CHEDULE ON DWG A-601 FOR ADDITIONAL INFO. FLOOR SLAB : = ELEV: EOS THERMALLY BROKEN BLACK ALUMINUM WINDOW W/TH INSULATED GLA55. 5EE H/NDOW SCHEDUELEV: 30'-O" _ EI I ON DING A-602 FOR ADDITIONAL INFO. r I IE05 EOq INSULATED HOLLOW METAL DOOR WITH IN5UL_A7ED GLA55. 5EE DOOR SCHEDULE FOR ADDITIONAL INFO EIOA INSULATED 57EEL. AND 6LA55 GARAGE DOOR ALTERNATE CONDITION 15 5HOHN 5EE 5EGTION � � � _ Olt 006 IN SPED BOOK FGR ALTERNATE INFORM.4TlON. 5EE FIRST FLOOR PLAN AND DOOR _ E05 EIOB LE FOR kDOITIONAL INFO. IN 5CHLTED 577EEL AND G 5 GARAGE DOOR. 5EE FIRST FLOOR PLAN AND DOOR SGHEL7ULE E05 _ a_ 03 `� FOR ADDITIONAL INFO. ►n _ EOS U711BUILT VP HH17E PVC F45CIA. 5EE HALL SECTION IIA 310. - E05 EI2 GU5TOM PRE-FABRIGATBD FIBERGLASS REINFORCED PL.A5TIC FIREFIGHTERS CR055 MEDALLION, O OR EOJAL, SURFACE MOUNTED TO BR/CK. 5EE DETAIL 7/A-403. EI3 CUSTOM FIBERGLA55 REINFORCED PLASTIC WH17E PEDIMENT, OR EQUAL. E25 = 5EE DETAIL /AND 2/A-403. TO SECOND ,, `;� EI4 STANDING 5EAM METAL ROOF 5EE 5560ND FLOOR PLAN FOR ADDITIONAL INFO. OIL FLOOR 5LAB .. _.._r. E36 EI5 BUILT UP PVG 7R/MAT RADIO ROOM. 5EE DETAIL l/A 3/l FOR ADDITIONAL INFO. _..._ ELEV I9-0 _ EIb MANUFAG7URED(CALCIUM 5/LIGATE)STONE ACCENT BAND H1TH BLACK ANODIZED ALUMINUM U` �_ _T_L " ' .. LETTERS FASTENED TO$TONE EIS ATE. DESCRIPTION: _. E36 = R711 BUIL UP SOFFIT 5EE DETAIL 6/A 403 E05 N Its- D D EXTERIOR LIGHT FIXT!/RE. 5EE REFLECTED CEILING PLAN5 FOR ADDITIO NAL INFO REVISIONS: c:: _... Elq HHITE PVG TRIM CORN/GE. 5EE ELEVATOR 6 SECTION FOR ADDITIONAL INFO. PROJECT TITLE: o- E36 --_ 12„ � _ � � ",�," k �,� T_ __ E20 3'6"HIGH STAINLESS STEEL RAILING W17N BALUSTERS AT 4"O.G. 4 "p _ f....,.q" E21 PRE-FABRICATED FIBERGLA55 REINFORCED PLA5T/6 BARREL VAULT DORME9 OR EQUAL. 5EE DETAIL 3 AND 4/A-403. ALTERNATE CONDITION 15 5HOHN. 5EE SECTION 012 006 /N SPEC INFORMATION. _ - BOOK FOR AL7BRNAIB INFORM E22 /X6 WH/7B PVG RAKE BOARD. VERFLiOH 5CUPP5R. x. ..-.-...... .."_. 3r EI5 COPPER 57EP FLAS . 2 ROOF 17RAlN O E24 �-- ;v E25 IL C THERMALLI-BROKENBLACKALUMINUMCURTAINHALL 5Y57EMWITHINSULATED GLA55. ALTERNA7B CUTCHOGUE FIRE DISTRICT EIS �� EIS CONDITION 15 SHOWN 5EE SECTION 012 006 IN 5PEG BOOK FOR ALTERNATE INFORMATION. W rI E I l I I I l I 1EIS - ';- - _ ,- =_ - _ E2 BBUILTVP PVC GABLE END TRIM. 5EE HALL 5ECTION5 FOR ADDITIONAL INFO. NEW BUILDING - EIS T -` E27 CARD READER SEE DOOR 5GHE17ULf FOR ADDITIONAL INFO. 260 NEW SUFFOLK RD. 03 e .... ... _ TRUCK EXHAUSTDUCT AND 5UPPORT5 TO ROOF. 5EEMECHANICAL DHG5 FOR ADDITIONAL INFO. CUTCHOGUE, NY 11935 E05 - �:"" ::sem PROVIDE 5HOP PRAW/G5 FOR 5UPPOART LAYOUT REVIEW N Eta W/RE MESH BIRD SCREEN VENT5 TO BE PAINTED PAINT COLOR A5 5ELEGTED BY ARCHITECT. 5EE " �...��:,� ;�-� �?�� `"" � DISTRICT: SECTION: BLOCK: LOT: 3 T.O. F1R5T MECHANICAL DH65 FOR ADDITIONAL INFO. FLOOR AND E05 - _ E30 EXHA05T LOUVER TO BE PAINTED. PAINT DOLOR A5 5ELEC7E9 BY ARCHITBGT. 5EE MECHANICAL 1000 102 6 5 GRADE I I E05 DH65 FOR ADDITIONAL INFO. ELEV. O-0 c� E31 (DATUM- 290' � cV E05 N CONCRETE CURB. 5EE DWG A-420 FOR ADDITlON.4L INFODRAWING TITLE: NA VD-06) `r E32 PROVIDE FAROE COAT ON EXPOSED PORTION5 OF FOUNDATION WALL5. E33 6"14OMPH W/ND RE515TANT ALUMINUM BOX 5GUPPER AND LEADER 57157EM TO STORM HATER TRI/GK BAY I I '� I I I I E34 MECHANICAL EELEVATOR BULKhE,40 BEYOND. ALTERNATE CONDITION 15 5HOM,, 5EE SECTION BUILDING FLOOR AT DOOR ( I ROOI I I I 012 300 IN 5PEG BOOK FOR ALTERNATE INFORMATION. OPENINGS I 1 I I I I I I I I E35 R-6845 CAST IRON CORNER GUARD BY RELIANCE FOUNDRYWITH 8X6 GAL VAN/ZED 57EEL ELEVATIONS ELEV -0'-4" F_ L - - _T I — - - - - - - - - - - - - - - - - - - - - - - - - - — L -1 -1 ANGLE TOUNDER5/DE OF H4 TER TABLE. PAIN7EDBLACK. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — GONGRE7E T - - - - - T -f - - - - -- - - - T APRON AT — — — I — — A-300 — J E36 CONTROL JOINT AT BRICK AND ARRI5CR,4FT EXTERIOR OF EXTERIOR MASONRY CAVITY - - - - - - - - - - - - - - - - - - - - J- - - - - - -1 - - - - _L - - - - -- - - - WAL.L5. GARAGE DOOR OL OPENINGS DATE: NSA PROJECT#: ELEV Br,.O.. ,FOOATIGNG 08/31/2023 20-1990 / �/ SCALE: CONSULTANT PROJECT#:1� � / �! AS NOTED - OEM 2 DRAWN BY: DRAWING NO.: SCALE: 1/4"_ l'-O" CHECK BY: JTM A-200 PKG U a U F- L) W N 2 U Q Z Q W J Y _U 2 U N 2 Lu W Z M N O N -300 , } a 0 U 05 I7 3 3 G A-312 5.1 3 B.I A.I � A-300 A-310A-511 Elq 1 E34 EOI k 03 02 CIV EOI E01 / E26 �-� 12"$3/4" E22 d 12" I I E36 02 \ 02 `I EII � 02 EII If I 02 oz,�o EII STIR E05 EIS • in in EOS EP Eo8 Ego _ Eob E05 ry 16 ' E36 E56 ip .$UI 17- �6 E36 Me E36 ry :fl 1 T. j I I TE2B cv ,i MECI d c 02 Elb _ � Ela T- \ E21 / \ \ EOq 4 \ \ 03 E05 \ EOq I � S FIRST FLOOR / AND GRADE AT MAIN ENTRANCE (DATUM= +29.0' 2I I I I I NAV 66J I I �c-3O0 - - - - - - - - - - - - - - - - - - - -I- - - - I I E32 - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — I-- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - 1- - - - - - - - - - - - - - -I VE-5 7) ='L /A 7/ V 2 4 A-310 A-300 A-312 A-310 NORT7 Elq — ELEVATION r<= NOTE5 . NOT BE APPLICABLE TOOTH15M 2.� E345HEET) � � EOI 03 E26 EOI A519HALTIG SHINGLE ROOF 5EE ROOF PLAN ON DWG A-104 FOR ADDITIONAL INFO. E22 02 6"140WH HIND RE5157ANT HALF ROUND ALUMINUM GUTTER AND LEADER 5Y57EM TO 5TORM WATER RETAINAGE 5Y57EM. COLOR TO BE 5ELEGTE9 BY AR6WECT. I 02 8"I4OMPH WIND RE515TANT ALUM/NUM BOX 6UT7ER AND LEADER 5Y5TEM BY HIGKMANN ED6E EOI 5Y57EM5 TO 5TORM WATER RETA/NAGE 5Y5TEM COLOR TO BE 5ELEGTED BY ARGHI7FGT. -52 j4"x 7%'x 3%"MODULAR RED BRICK IN%2 RUNN/NG BOND. COLOR A5 5ELEGTED BY ARGHI TELT. S U B M I 1 I ` 03 2!14"x 7$/a"x 3$/e"MODULAR RED BRICK IN 5TACKED BOND. COLOR A5 5ELEGTE9 BY ARCHITECT. DA E24 1211 E2Y47 x 7 5/a"x " RED THIN BR/GK. TO MATCH MODULAR RED BR1GK5,A5 5ELEGTED BY ARCH/TELT. 08/.3_ 5 3/4"p _ a 04 5 5" 4 E05 MANUFACTURED(CALCIUM 5/LIGATE)STONE BLOCK HITH FL05H MORTAR JOINTS. MORTAR COLOR 5 A-403 TO MATCH BLOCK. BLOCK COLOR A5 5ELEGTED BYARGHITEGT. 5EEWALL 5EGT10N5 AND SECTION DETAIL5 FOR ADDITIONAL. INFO. 06 ETHERMALLY BROKEN BLACK ALUM/NUM HINGED DOOR AND FRAME HITH INSULATED GLA55. SEE - DOOR 5GHEDULE ON DWG A-601 FOR ADDITIONAL INFO. 022 E07 THERMALLY BROKEN BLACK ALUM/NUM 5Lli DOOR AND FRAME HITH INSULATED GLA55. 5EE DOOR 5GHEDULE ON DWG A-601 FOR ADDITIONAL INFO. MOO THERMALLY BROKEN BLACK ALUMINUM H/NDOH HITH lN5ULA7FD GLA55. 5EE H/NDON 5CHEDULE ON DWG A-602 FOR A0D1T10NAL INFO. rffOql 1N5ULA7ED HOLLOW METAL DOOR WITH INSULATED GLA55. 5EE DOOR SCHEDULE FOR ADDITIONAL INFO. EIOA Iii 7FD STEEL AND GLA55 GARAGE DOOR ALTERNATE CONDITION 15 5HOfiW 5EE SECTION i 012 006 IN 5PEG BOOK FOR AL 7ERNA7F INFORMATION. 5EE FIR5T FLOOR PLAN AND DOOR E05 SCHEDULE FOR ADDITIONAL INFO. EIOB INSULATED 57E-a AND GLA55 GARAGE DOOR 5EE FIRST FLOOR PLAN AND DOOR 5GHEDULE FOR ADDITIONAL INFO. E08 E 1-11 BUIL T UP NH/TF PVG FA5CIA. 5,EE WALL 5EGT10N l/A-310. EOS03 5 EIS CUSTOM PRE-FABRICATED FIBERGLASS REINFORCED PLA57`16 FIREFIGHTER5 CRO55 MEDALLION, OR EQUAL, SURFACE MOUNTED TO BRICK. 5EE DETAIL 71A-403 E13 CUSTOM FIBERGLA55 REINFORCED PLA5TIG WH/TE PEDIMENT, OR EQUAL. 03 5EE DETAIL /AND 2/A-403. E141 EI6 STANDING 5EAM METAL ROOF. 5EE 55COND FLOOR PLAN FOR ADDITIONAL. INFO. E30 EIS BUILT UP PVC. TRIM AT RADIO ROOM. 5EE DETAIL IIA-311 FOR ADDITIONAL INFO. E2q EI6 MANUFACTURED(CALCIUM 51LICATF)5TONE ACCENT BAND WITH BLACK ANODIZED ALUMINUM E36 LETTERS FA57ENED TO 5TONE. 1 10/2 EI7 BUILT UP 501T. 5EE DETAIL 6/A-403. NO. DAT Ela EXTERIOR L/CHT FIXTURE. 5EE REFLECTED CEILING PLAN5 FGR ADD1T10N.4L INFO. -- ® REVISIOP Elq HHITE PVC IM GORNIG 5E 4 E ELEVATOR- 5 GTION FDDI OR Ai INFO. PROJECT 1 02 E20 3'-6"HlG TAXE55 57FE RAILING N/TH BALU5TER5 AT 4"O.G. E56 m " E21 PRE-FABRICATED BSRGLA55 REINFORCED PLA5TIG BARREL VAULT DORMER, OR EQUAL. ' �„ E14 5EE DETAIL 3 AND 4/A-403. ALTERNATE CONDITION 15 SHOWN. 5EE SECTION 012 006 IN 5PEG BOOK FOR ALTERNATE INFORMATION. m E22 1X6 WH/TE PVC RAKE BOARD. E25 ROOF DRAIN OVERFLOW SCUPPER E24 COPPER 57EP FL.A5HING. E25 THERMALLY BROKEN BLACK ALUMINUM CURTAIN WALL5Y5TEMHITH INSULATED GLA55. ALTERNATE CONDITION 15 5HOHN. 5EE 5E6 TION 012 006 IN SPEC BOOK FOR ALTERNATE INFORMATION. 0 E15 E26 BUILT UP PVC GABLE END TRIM. 5EE HALL 5EGT10N5 FOR ADDITlON,4L INFO. '� E27 GARP READER. 5EE DOOR SCHEDULE FOR ADDITIONAL INFO. Eta TRUCK EXHAUST DUCT AND 5UPPORT5 TO ROOF. 5EE MEGHAN/GAL DWG5 FOR ADD1T10NAL INFO. / EOa PROVIDE 5HOP DRAW/G5 FOR 5UPPOART LAYOUT REVIEN / ESq HIRE ME5H BIRD SCREEN VENTS TO BE PAINTED. PAINT COLOR A5 5ELEG7FD BY ARCH/TFGT. 5EE / Ela MECHANICAL DH65 FOR ADDITIONAL INFO. DISTRICT: / E30 EXHAUST LOVER TO BE PAINTED. PAINT COLOR A5 5ELEGTED BY ARGHIT56T. 5EE MECHANICAL 1 C E05 DHG5 FOR ADDITIONAL INFO. CONCRETE CURB. 5EE DWG A-420 FOR ADDITIONAL INFO. DRAWING \\ EOq E32 PROVIDE PARGE COAT ON EXP0.5E9 PORTIONS OF FOUNDATION HALL5. \ E33 6"14OMPH HIND RE515TANT ALUMINUM BOX 5CUPPER AND LEADER SYSTEM TO 5TORM HATER RETAINAGE SYSTEM. COLOR TO BE COPPER. I I I E34 MECHANICAL ELEVATOR BULKHEAD BEYOND. ALTERNATE GONDIT/0N 15 5HOlMV, 5EE 5EGT10N E32 012 3001N 5PEG BOOK FOR ALTERNATE INFORMATION. E35 R-0645 CA5T IRON CORNER GUARD BY RELIANCE FOUNDRY HITH 8X8 GAL VAN/ZED 5TEEL _ _ _ _ _ _ _ _ _ _ _ _ I I ANGLE TO MDER51DE OF HA7FR TABLE. PAINTED BLACK. E36 CONTROL JOINT AT BRICK AND ARRlSGRAFT 1=XTERIOR OF EX7ERlGR MASONRY CAVIT- - - - - - - - - - - - - - Y - - - - - - - - - - - - -I- - A-300 7 - - -1 -1 WALLS. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L- L - - - J DATE: � /®� / 08/31 / SCALE: AS N( DRAWN B) CHECK BY U C) TO.ELEVATOR w F- % BIWEALD T_ C) arv.. 'cvv T 522 502 21 2 A 05 �2O 'oe -300 ""A T.O. tf FER RIDC-E 40 501 H". 40'-0' a.WTO. LOPER R06E 0 r. NEMSCHICK SILVERMAN 502 (�I 2� M 66 EAST MAIN STREET �Q' -300 A-420 ANICAL PATCHOGUE, NEW YORK 11772 MECH kfAN 5F 12 -7- ROL IE16ff ob Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com MECHANICALE1.EV 35-0 A-420, ' -512 ATTIC U) ACCESS T1 514k..... F 223511 • 01 01-i T. ROOF SLAB 4 Ob &EV. 301-01 J. EL.EVA TOR A CIVIL ENGINEER: - ----------------------------------f 504 PREPARED BY HAU r ON I H.C.T. H.G.T. KITCHEN STORAGE r----- 'F-------- 232 COMMUNITY 235 1 221_j 1 220 GATHERING i I STAIR A I I _'y HALL 06 CIVIL SITES EMS OFFICE 505 233 225 518L io 1 I 1 12 GILLETTE AVENUE =!j J BAR SAYVILLE,NY 11782 L_j r2 TO. 5£000N9FLOOR 5q_-4B T-631.390.5985I C-516.647.0472 tjf@civilinsites.com Am. STRUCTURAL ENGINEER: J.PONTIERI,, P.E, D.P.C. ENGINEERING & CONSULTING C7ARA6E BREAK WATER/ ELECTRIC WOMEN'S BAYS ROOM ---------------- ROOM HALLWAY AUXILARY 1 121 120 I Iq I 117 I 0 0 0 0 0 0 0 520 1061 16 Commercial Blvd. I- F Q$ 508 I, T_ _T -1 515 Suite 1A ----------------------- Medford, NY 11763 524 631.320.1040 telephone 112 e- JPCE 4t Office@jp-ce.com CONSULTING ENGINEERS + 05 STAIR A I II Its- IIIO MECHANICAL ENGINEER: 501 I A Asa 7 R r I _j I 1 1, I HE 1� r ro. FLOOR5LAB DATA DRIVEN DESIGN - - - - - - - - - - - - - - - 7777 Ll. —77— z ELE-Y. 01-ON w. (DAW4=+2q.0' KARBON ENGINEERING 516 NA V M) soa 516 SERVICES 344 RARITAN CENTER PARKWAY EDISON, NJ 08837 r2 (732) 710-4000 TEL -00 X 1877,703-9956 FAX 3a -300 -3007 56ALE = 114" = P-O" A-300 A-500 A-420 2.1 2.5 II 1� (�I 2 �20 WR A-420 A-420 O 01b — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — : 40-04- 501 F1 EV 40'-0 LONER T.O. TO. LOPER 4 501 R126f 503 N RIV15E 502 I Ery,V.- -:V'4 I % ELEV. .3,94' 512 DEAN ROOF I-EAN ROOF HE/CHTIEI&ff 3. O503b MECHANICAL MECHANICALxx'x 503 -3: S, 511 520 z. 303 A-4 cl T.O. TO.R00F 5LABj, ROOF_%AB 1:, 77 97T r %aEV. 5VI-011%F 503 504 HALLWAY HAL WAY 211 F NORTH SEAL: 510514 ' -r A I V-1 50 STORAGE 0 505ICOMMUN17Y 6ATHERINC7 HALL 514 OFFICE 505 233 IIG 0 3A I L2I2 514 F514 COMMISSIONERS SUITE WOMEN'SMEN'5 T.O. SECOND FLOOR SLAB ob T.O. 5611_� 504 514 I i 11L I ik I FLOOR — — — — — — — — — — — — — — — — — II DATE: DESCRIPTION: 5TAI A 08/51/2025 lfl'UED FOR MUAG 514 0 510 I 514 L 514 521 523 506 GARAGE BAYS N, I 515I I I IIS 50b L 11 LOBBY 523 L 504 0 - I is 1 104 520 Sob YEsTIBUL \/E5TIBULE U /r 1 I O I I 10 ',�A:El J10 526 FLOOR SLAG p II501 TO. FWk Fr 1112 50q ELEV. 01-01 : -/ 112" (VAnN=+290' TO. NAVW) j LCOR 5LAB ob 112' T.O. SLAB AT MI!M 0'-0' I'E LEV. EXTERIOR 516 (VAnkf=+2q.0' 1E. 6ARA&EBA7' 10/2012023 ADDENDUM#1 I 51611/AV DOOR5. NO. DATE- DESCRIPTION: REVISIONS: 5CTIOI IE%� NOTE5 PROJECT TITLE: 501 CONTIM)n6 VENTED RIDGE F5072 ROOF A55EMB0-• 5EE DING A-104 FOR ADDITIONAL INFORMATION E3] GUTTER AND LEADER 5EE P46 A 200 AL9P/TIOM4L INFORMATION [§074 BRICK AND BLOCK CAVIT'r AALL. SEE WALL SECTIONS FORADVITIOW INFO. 2 ��/��/NO 5ECTION ��/��/�I� _55C �/®��/ 3 F5-0751 THERMALLY BROKEN ALUMINUM FRAME AVITH INSULATED 6LA55 WINDOW. CUTCHOGUE FIRE DISTRICT 5CALE 114" /'-0' 56ALE 114'= P-O" F§076 THERMALLYBROKEN ALUMINUM FRAME fiY17H INSULATED 6LA55 CURTAIN WALL. 5EE DETAIL 2 ON DN6 A-3//FOR AD01 TIOWL INFO. - NEW BUILDING 507 EXTERIOR ALUMINUM AND 6LA55 DOOR. 5EE VP6 A-601 FOR DOOR SCHEDULE 260 NEW SUFFOLK RD. 508 IN5ULA TED METAL PANEL GARAGE DOOR WITH INSULATED 6LA55 CUTCHOGUE, NY 11935 P.C. 5LAB ON&RA0E. 5EE 5TRb6nPAL AND FIN15H DW55 FOR ADVITIONAL INFO. 510 PC PC AND COMP0517E METAL DECKING DISTRICT: SECTION: BLOCK: LOT: 511 "FLAT"ROOF 575TEN 5EE ATTIC PLAN FOR A19,91TIOM4L INFO. 1000 102 6 5 512 51P5 ROOF A55EMBLr 5EE ROOF PLAN FOR ADDITIONAL INFO 515-1 DROP CEILING. 5EE PRANINC75 ON A-406 FOR DETAIL. DRAWING TITLE: 514] 5 TRZ TURAL 5 7EEL. 5EE 5 TRX ARAL Dk65 ADDITIONAL INFO F51_5] CV5 TOM 5 7EEL 5 TA IR N/TH CONCRETE TREAD5. 5EE DWG A-401 FOR ADDITIONAL INFO. 516 PG.P C FOOTING. 5EE 5 TRX nRAL Df 55 FOR DE7A IL 5 BUILDING Nj] ELEVATOR 5HAFT F-5181 5H/P5 LADDER 5EE Dfi)&A-404 FOR A091TIONAL INFO SECTIONS F5101] P.C. HAUNCH UNDER INTERIOR M450NR)-HALL. 5EE 5 TRUC TVRAL DW65 FOR DETAIL5. 5270 &M BOARD• CEILING• 5EE REFLECTED CEILIN5,PLAN5 FOR ADDITIONAL INFO 521 COPPER COPPER 57EF ROOF FLA5HIN55 5ET INTO BRICK DATE: NSA PROJECT#: F5-272 ELEVATOR BULKHEAD BL-yow• 5EE ELEVATION FOR FIN15HE5 52-3] GARAGE DOOR TRACK BK GARAGE DOOR M4 NUFA C n RER. 08/31/2023 20-1990 52-4-1 72'x 24' TRAN5FER ORILLE HITH BUILT-UP 600516233MIL METAL 5710 HEADER WITH CHANNEL5, SCALE: CONSULTANT PROJECT#: TRACK5,AND F4570ER5 SUITABLE FOR BUILT UP HEADER. 5EE MECHANICAL PH65 FOR ADDITIONAL INFCRMATION. AS NOTED - 525 CONCRETE LANDIN5,AND 57ER F5-26] METAL 5 710 $ &YP5UN 5OFF1 T DRAWN BY: DRAWING NO.: MIME F5-2-1-] DRAFT CURTAIN CON515TIN5,OF 114 TEMPERED&LA55, 5ET IN CLEAR ANODIZED ALUMINUM TRACK, JTM F45TENEV TO IMER51DE OF BEAM FILL PECK FLUTE5 ABOVE BEAM KITH FIRE 5TOPPINC7 A-300 MA 7ERIAL PAINTED TO MATCH BEAM. CHECK BY: PKG d m F- c) W F- 2 U COLUMN COLUMN Q SYNTHETIC UNDERLAYMENT OVER%e SYNTHETIC UNDERLAYMENT OVER ' GDX ...,..,, COX EXPOSURE Is PLYWOOD,ON 5/4X4 /-7" EXP09JRE Is PLYWOOD,ON 5/4X4 P.T. P.T.WOOD PURRING STRIPS® 24' O.G. WOOD FURRING STRIPS A 24' O.G. �- a 1" MIN.AIR GAP Is MIN. AIR GAP 2 - TITAN XT LAMINATED ASPHALTIC z TITAN XT LAMINATED " ARGHITEGTURAL ROOFING 5HIN6L.E5 BY I inAV11 1b_At;1 .40AULIITC c:D c:ar; \ [Y�2 ARCHITECTURAL ROOFING IV//} \I\ -f✓/ Vv U IIIIL LI J ✓11 J 5HI%L.E5 BY TAWD.ROOF PANEL. �I� a TOP OF EASTMEST RIDGE LINES 44. T.O.NORTH SOUTH RIDGe-Its ��� N EM S CHI C K S IL V ERMAN COLUMN COLUMN -CEI.EV: 38'-2 " e mom ALUMINUM DRP ED(7E, - _ 66 EAST MAIN STREET A-40.7 PATCHOGUE, NEW YORK 11772 WHITE PVC FASCIA. ALUMINUM DRIP EDGE. Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com 10 (i?-45) GRAPHITE /'-3" EPS 51P5 ROOF PANEL. SIPS PANEL 5GREW5 WITH 2" P.T.WODD BLOCKING AT 24" OL. WA5HER5® 12' O.G. (2) 2X8 P.T. SILL PLATE a WHITE PVC, FA5GIA. J-BOLTED TO MASONRY BLOCK ME 41 WALL. SEE STRUCTURAL DRAWINGS (2) 2X8 P.T. SILL PLATE J-BOLTED TO MA50NRY BLOCK WALL.SEE FOR ADDITIONAL INFORMATION. SIM. 4 CIVIL ENGINEER: — A-407 STRUCTURAL DRAWIN65 FOR HSS P05T BEYOND. A-407 PREPARED BY ADDITIONAL INFORMATION. P.T.WOOD RIDGE PLATE. ; STEEL BEAM.SEE STRUGTURAL SEE DETAIL II ON DWG j DW65 FOR ADDITIONAL INFO. A-420. HSS POST BEYOND LINE OF TOP OF CIRCLE TOP r P.T. WOOD RIDGE PLATE.SEE t) WINDOW SURROUND AT HIGH I I DETAIL II ON DWG A-420. POINT. • 3 = CIVIL SITES _I � 'FLAT' ROOF CONDITION EXISTS ,� � , AT LOCATION OF 3/A-310 SIM. '` ': 12 GILLETTE AVENUE TOP of ATTIC SLABL TOP OF Arne SLAB _ �' TOP ELEV: -0 d ° <! . 501-0 Q1° d (NEST EXTERIOR BUILDING WALL ELEV: 29'-8' _ ELEV: 29'-8' ALONG COLUMN LINE 1) KEYSTONE ELEMENT. SAYVILLE,NY 11782 O ALSO SEE DETAIL I/A-420. l U) T-631.390.5985 I C-516.647.0472 i ° 1 LINE OF TOP OF CIRCLE TOP tjf@civilinsites.com WINDOW SURROUND AT HIGH °. fl 11 STEEL BEAM.SEE I><I L STRUCTURAL DWGS FOR 7] w" POINT. ADDITIONAL INFO. STRUCTURAL ENGINEER: KEYSTONE ELEMENT ° . J.PONTIERI, P.E., D.P.C. I l _ ENGINEERING & CONSULTING � � � � •- TOP OF ATTIC SLAB = 4 SIM. ELEV: 307-7— �— \o A-`FO7 ELEV: 29'-8' ::;�..:.,: 16 Commercial Blvd. m Suite 1A 177 rroo Medford, NY 11763 SIM. 4 `r A-4o7 631.320.1040 telephone J PC's TOP of Arne SLAB l -o I Office@jp-ce.com CON5UlTING ENGINEERS tii;_v 30 OP S I _ ELEV: 29'-8' . 1'-4" MASONRY CAVITY WALL THICKNESS AT PRIMARY I =ry MECHANICAL ENGINEER: O O PLANE OF BRICK VENEER. `1 8 ° o A-407 A "'m-fta 'A'00 0 1 r5 SIM. ISA I'A DRIVEN DESIGN A-4o7 8 KARBON ENGINEERING m A-407 o SERVICES % 344 RARITAN CENTER PARKWAY 2 EDISON, NJ 08837 (732) 710-4000 TEL - � (877) 703-9956 FAX SIM. ION H 4 ` m A-407 _O p APPLIED 2 /IN /2" m m FIXED BLACK ALUMINUM WINDOW WITH FLUID BARRIER IED VAPOR PERMEABLE AIR AND WATER •. o- O DOUBLE PANE INSULATED 6LA55 m TYP. w •° m TOP OF SECOND FLOOR SLAB TOP OF SECOND FLOOR SLAB TOP OF5TEEL OF STEEL ELEV: 18'-8" ELEV: 18'-8" 5 SIM. NOTES: • ° i I. FLUID APPLIED AIR AND WATER BARRIER, I I 51M. m AND REINFORCED FABRIG FLASHING SHALL % BE PLACED IN 5TRIGT ACCORDANGE WITH MANUFAGTURER'5 GUIDELINES AND DETAILS FOR INSULATED MASONRY CAVITY WALL m ASSEMBLIES,AND WITH GOVERNING INDUSTRY ' TOP OF SECOND FLOOR SLAB ° STANDARDS. ° d 2. R=TO STP.UGTLVAL PH05 170R ADDITIONAL INFORMATION RELATING TO _ TOP OF STEEL POURED CONCRETE FOUNDATION,SLAB ON I m ELEV: IS'-8' GRADE,SLAB ON KETAL DECK,STRUCTURAL 1 - STEEL FRAMING,METAL DECK,MASONRY WALL,AND SIPS ROOF PANEL ASSEMBLIES. I TOP OF SECOND FLOOR SLAB1 4 - CONCRETE BLOCK NOTES: ° I d d TOP OF 5 I. COLORS OF BRICK,CAST STONE,MORTAR, I EIE1(: IS'-8' -- ° COMPOSITE TRIM,ETC. TO BE 5ELEGTED. 2. 'MAMIFAGTURED' STONE REFERS TO 6 MANUFACTURED CALCIUM SILICATE STONE. (cam SPEC BOOK) NORTH SEAL: 3. INTERIOR WAIT WYTHE TO BE SMOOTH-PAGE, MANUFACTURED STONE BAND OMITTED AT ° m _ INTEGRALLY COLORED CONCRETE BLOCK, -- TYPICAL. LOCATION OF DETAIL 3/A-310 SIMILAR r; (NEST EXTERIOR BUILDING WALL BET'NEEN f COLUMN LINES G AND Daff mmm s ° I m , •__�, Irl -i 5 'x7 5 'x15 5 " NOMINAL BLOCK INTERIOR I - /e /a /8 WALL �. INYTHE. a' HOHMANN AND BARNARD ADJUSTABLE JOINT REINFORCEMENT 170-2X 5.1.5. TFX5 EYE WIRE I SUBMISSIONS: 1 DATE: DESCRIPTION: MASONRY TIES AT 16" O.G. HORIZONTALLY AND 11 08/312025 UNED FOR FILJNG VERTICALLY. - v ,a � �o FLUID APPLIED VAPOR PERMEABLE AIR AND WATER . .- BARRIER 3" GRAPHITE EPS INSULATION FOIL FACED ON EXTERIOR (R-15) Q � O x AIR GAP O O � � CONCAVE MORTAR JOINT.COLOR TO BE SELECTED. W �o 3 %Nx7 %' x2y4" BRICK. o MANUFACTURED STONE BLOCK WITH FLUSH MORTAR ° JOINT,MORTAR COLOR TO MATCH BLOCK. 4 MANUFACTURED STONE BLOCK WITH F MORTAR JOINT,MORTAR COLOR TO MATCH _ •° INSULATED OVERHEAD GARAGE DOOR AND TRACK. BLOCK. 4 3 INSULATED GNERfEAD GARAGE DOOR AND '� TRACK �"' 1 SIM. A-407 O O > °: 11 10/20/2023 ADDENDUM#1 O 2 NO. DATE: DESCRIPTION: = A-408 REVISIONS: • I I O _. PROJECT TITLE: FINISHED FLOOR ELEVATION WITHIN GARAGE BAY I I AREAS VARIES FROM O'-0" AT SELECTED AREAS. I I I I CUTCHOGUE FIRE DISTRICT TOP OF FIRST FLOOR SLAB Top OF FIRS FLOOR TOP OF FIRST FLOOR SLAB I v ELEV: 0-0 I I NEW BUILDING % ELEV: o'-0' • d ° ° _ : o-0 ° d a d ° °11 " a ° 260 NEW SUFFOLK RD. (DATUM = 29.0' NAVD-88) -1 T 1 a d ° TOP OF SLAB AT ° d a° d a ° ° ELEV: ° a ° . ° a CUTCHOGUE, NY 11935 • TOP OF SLAB AT ° a d ° EXTERIOR GARAGE ° . a ° ° O-0 _"' 4. = 1 ° ° d DOORS • ° d. ITI REFER TO CIVIL DWG5 FOR VARIOUS d a d ° EXTERIOR d • a ° ° ° d d a d a ° _ EXTERIOR GRADE CONDITIONS GARAGE DOOR5 ° a— d d a ° ° -1 _ _ _ ° ° ELEV- � -ole," Q d ° DISTRICT: SECTION: BLOCK: LOT: SURROUNDING BUILDING. d a° ° a d° I I I 1000 102 6 5 �I d a ° 1 — — — ° =1 = = I =�� T�1)I DRAWING TITLE: I ° -=_I � _55 a d _ =1 1 I�11 =1 a I H I I=111 1 - I d i l I I—I I i�i I ri l 1I— ° ° ° a ° " I d I d WALL 2O ° EXTERIOR WALL FIRE RATING: I HOUR ° I ° aiff d d MIN. d EXTERIOR WALL TO BE DESIGNED TO I ° a SECTIONS UL DE516N NO. U902 ° . d I d a ° I d Qd I ° I Q d u d dd ° I ° d 4'4 ° d ° d ° d ° ° ° ° ° _ d I ° ° I DATE: NSA PROJECT#: FEB O. FOOTI ° d °. I ° d ° d d ° 1 " I d ELEV: -41_601 woo/ ° a 08/31/2023 20-1990 f f T/0A/ SCALE: CONSULTANT PROJECT#: T/ r/c� � ALL SEC 7/®/ � � ALL SEC TIO � AT IARCH � TRUCX 5/ l � ,� `ALL SEC A 50UTHj_=___RL_ )000' TRUC< ��I �I �5 TAALL AAL—L SEC T/0/V AT REV5R5E AS NOTED - 2 DRAWN BY: DRAWING NO.: SCALE = 3/4" _ /'-O" 56ALE = 3/4" _ /'--O" SCALE= 3/4" _ P-O" T/O/V _ 56ALE = 3/4" _ l'-O"ALL SEC AT TRUC< BA � �>� A55T ALL JTM A-31 O CHECK BY: 5/M. SCALE = 3/4"= /'-O" PKG .♦ U IL F_ U _- S U a z a tu w _J a = Imo'�'■ U U ,<a w z a M O F _ w NEMSCHICK E ILVERMAN 66 EAST MAIN STREET PATCHOGUE, NEW YORK 11772 Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com WLUMN 1 � COLUMN /=3" /= DECORATIVE PILASTER PROJE•GTION, v w v CIVIL ENGINEER: 4 PREPARED BY m A-4oa I 1 = CIV �. L SITES TOP OF ATTIC SLAB 12 GILLETTE AVENUE d TOP OF ROOF DECKING SAYVILLE,NY 11782 TOP OF ° 9'-10' F1 2M ° T-631.390.5985 I C-516.647.0472 tjf@civilinsites.com STRUCTURAL ENGINEER: I MT J.PONTIERI, P.E., D.P.C. ENGINEERING & CONSULTING d ILL 16 Commercial Blvd. _ I Suite 1A Medford, NY 11763 rrool000 ry 631.320.1040 telephone NOTES 631.320.1040 APPLIED AIR AND WATER BARRIER, THERMALLY BROKEN ALUMINUM ANDJPCE N4 4 Office _ ce,com CONSULTING ENGINEEF25 AND REINFORCED FABRIC FLASHING INSULATED 61A55 CURTAIN WALL A-408 SIM. ��p SHALL BE PLACED IN STRICT SYSTEM. A-407 N ry ACWITH CORDANCE MANUFACTURER'S ry GUIDELINES AND DETAILS 1=0R INSULATED / MA50NRY CAVITY WALL A55EMBLIE5,AND MECHANICAL ENGINEER: COLUMN WITH 60VERNING INDU5TRY STANDARDS. 2. REFER TO STRUCTURAL Dl^IGS FOR MODULAR BRICK BEYOND. / 51M. 5 ° ADDITIONAL INFORMATION RELATING TO ° ft 111 POURED CONGRETE FOUNDATION,SLAB ON A-407 COLUMN CID A < GRADE,5LA13 ON METAL DECK, DATA DRIVEN DESIGN STRUCTURAL STEEL FR DEAMING,METAL /L711 /1-511 ;>":' CK,MASONRY WALL,AND 51P5 ROOF PANEL A55EMBLIE5. KARBON ENGINEERING CONCRETE MASONRY BLOCK BEYOND. ° SERVICES v K I TC �HE1�� = 344 RARITAN CENTER PARKWAY d- PRIMARY PLANE OF BRICK VENEER _ ';� _ m EDISON, NJ 08837 (732) 710-4000 TEL I'-4' MASONRY CAVITY WALL THICKNESS AT PRIMARY ° 232 (877) 703-9956 FAX PLANE OF BRICK VENEER, HOHMANN AND BARNARD ADJUSTABLE JOINT 1 \ REINFORCEMENT 170-2X 5.15. TRUSS EYE WIRE _ MASONRY TEES AT 161 O.G. HORIZONTALLY AND 51T=EL.BEAM AT CURTAIN WALL I VERTICALLY. TO BE UPSET 3' FROM TYPICAL I 3 TOP OF STEEL. \ d BLOCK INTERIOR WALL WYTFE. ° : A-40c_" d TOP OF SECOND FLOOR 5LA86TOP OF SECOND FLOOR SLAB TOP OF 5EGOND FLOOR SLAB � TOP OF STEEL AT CURTAIN WALL ELEV: IS'-8'TOP OF 5T EL ° °° m _ ELEV. IS'-II" d ° d' ° ELEV: 18'-8' TOP OF BALCONY SLAB ° FLUID APPLIED VAPOR SLE AIR AND WATE=R151-3 1/211 BARRIER TOP :OF 5 d a ° ELEV: IT-11 I/2' 3' GRAPHITE EP5 INSULATION FOIL FACED ON EXTERIOR (R-15) AIR GAP_I I 7//2'' GONGAVE MORTAR JOINT. COLOR TO BE SELECTED. _ ry _ INSULATED ALUMINUM PANEL TO MATCH MULLIONS. EXTERIOR 3 %8' x 7 5/8' x 2Y4 BRICK FACE OF PANEL TO ALIGN WITH •+ �� STEEL PLATE WELDED TO STEL BEAM LINTEL. SEE EXTERIOR FACE OF MULLIONS. h . STRUCTURAL DWGS FOR ADDITIONALINFO. ° ry N 2 SIM. A-40Q STEEL. PLATE FOR ROOF RAFTER ATTAGHNENT.SEE 5TR14TURAL DW65 FOR ADDITIONAL INFO. R-25 FOIL FACED FIBER6LA55 BATT = INSULATION r N 1'-4' MASONRY CAVITY WALL THICKNESS AT PRIMARY ry PLANE OF BRICK VENEER NORTH SEAL: _ X x XXI ° XX N X X ti{ti ry lP/e'x7P/8 x155/8' BLOCK INTERIOR WALL WYTHE. A' JOINT REINFORCEMENT WITH PINTLE AND EYE MASONRY TIES AT Ib' O.G.VERTICAL AND HORIZONTAL. ° SUBMISSIONS: FLUID APPLIED VAPOR PERMEABLE AIR AND WATER . BARRIER. = DATE: DESCRIPTION: 08/31/2023 J/,/UED FOR rILING 3' GRAPHITE EP5 INSULATION FOIL FACED ON EXTERIOR (R-15) o ( ' °. 6 AIR GAP A-408 CONCAVE MORTAR JOINT.COLOR TO BE 5ELEGTED. ° 35/8" x _P/8' x 24' BRICK 5 R-15 FOIL FACED FI5ER6LA_%BATT A-408 INSULATION. • A-4oa _ ° � I Iry 3 51M. •. MANUFACTURED STONE SILL. IV 1 1 5 5 ■ 1 10/20/2023 ADDENDUM#1 11/8■X2 /8■X LUSH AGTURED I ° NO. DATE: STONE BLOCKK.. FLUSH MORTAR JOINT, I MORTAR COLOR TO MATCH BLOCK. DESCRIPTION: I Val GYP. BLL. • 9 I . REVISIONS: PROJECT TITLE: 'd 5 METAL STUD WALL. I■ /8 DENS GLASS. 7. • I p AIR AND WATER BARRIER. AIR GAP I .. ■ 3 GRAPHITE EP5 INSULATION I a FOIL FACED ON EXTERIOR. (R-IS) I MORTAR NET WITH INSE•GT •� I I BARRIER.GONTINUOUS. I CUTCHOGUE FIRE DISTRICT VERTICAL LOUVERED WEEP I - N E W BUILDING HOLE VENTS AT 24" O.G. .`� • '• � I I U LDING rK TOP OF FIRST FLOOR SLAB _ TOP OF FI OOR 260 NEW SUFFOLK RD. ELEV: O'-O' ° (DATUM = 29.0 d d ELEV: 0'-0' d ° ° TOP OF R5 ° . d d (DATUM = 29.0' - — d ( ° A, ° d d ° a CUTCHOGUE, NY 11935 -III—I ° DISTRICT: SECTION: BLOCK: LOT: NAVD 88 ° NAVD 88) ��I NAVD-88) ° ° 1000 102 6 5 EEI I I�I I—III—I 11=1 I I®I I I�11=1 I I�I I—I I I�I I—III i Imo_ I ° d =1 =1 I=1 I I 11=1 I h-III=T� — I SIL= I — d I I I I—I I ISI 11 =1 I� DRAWING TITLE: III III II II 2 SIM. 11 d ° d ° d WALL ° d SECTIONS d d C 4 d ° ° I d ° dd ° d d °. d dd ° ° d d ° d ° d d ° DATE: NSA PROJECT#: ° d ° d ° *'� d d d d ° d BOTTOM OF IR7 a d 08/31/2023 20-1990 ELEV: -4'-b' (TYPIGAL) I SCALE: CONSULTANT PROJECT#: AS NOTED /�/d T/O/V AT AALL dd j�/ AALL= DRAWN BY: DRAWING NO.:�" 1 ALL 5 C RAZ�10 ROOM _5C T/0N A � c7LALl �! 5�� TEM TION B,,,/ALCOM� JTM CHECK BY: 3 1 1 Q SCALE= 3/4"_ l'-O" — SCALE= 3/4" _ l'-O" SCALE = 3/4" = I'O" U a U) U F- 2 U Q Z LLJ TOP OF ROOF TOP OF ROOF ELEV: 36-24" x _ ELEV: 36-2A" '. COLUMN U LU Z O N _. - : - - -: . l7 VENTED ASPHALTIC ROO5Y5TEM. 5EESIM. oRoof PLAN FOR Ue N E M S C H I C K SIL VE R M A N ADDITIONAL INFO. IO y4" (R-45) GRAPHITE cY O COLUMN 66 EAST MAIN STREET EPS SIPS ROOF PANEL. E� a PATCHOGUE, NEW YORK 11772 \ a Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com nr 5YNTHETIG UNDERLAYMENT SYNTHETIC UNDERLAYMENT 44 24 /,.. ;` OVER J" GDX EXP05LRE I" OVER J" COX EXPOSURE I" +:- __ I I ,,. ✓; PLYWOOD, ON 5/4x4 P.T. WOOD PLYWOOD,ON 5/4x4 P.T. WOOD \ iftA^ ' .,-,`' FURRING STRIPS ® 24" O.G. a FURRING 5TRIP5 ® 24" O.G. I" MIN. AIR GAP. I" MIN. AIR GAP. i WHITE PVG FA5GIA. � ' s \l s Ns ` �� y' IO y" R-45 GRAPHITE EP5 CIVIL ENGINEER: � o t`�,;` v, IOY4 (R-45) GRAPHITE EPS ,� ,� 4 ( ) - x Vt y 51P5 ROOF PANEL. IN,'. SIPS ROOF PANEL. ` PREPARED BY 8"XS"XIb" NOMINAL BLOCK 4"xb"x�y" STEEL LLV WITH v \ /8° /e° /e' BLOCK INTERIOR------__. TO BE GUT TO REQUIRED x-P x155 BOK WELDED MASONRY TIE AT SIZE. WALL WYTHE. I -k' r' 4 n'" `< (` �r, -� 32" ON CENTER INTO HEAD ,� ;k II N rj 11 JOINTS. JOINT REINFORCEMENT WITH \ i \ 4 xb xi(6 STEEL LLV WITH c a WELDED MA50NRY TIE AT 8"XS"XI6" NOMINAL BLOCK PINTLE AND EYE MA50NRY TIES = TOP OF ATTIC 5LAB i ''k-'t` 32" ON CENTER INTO HEAD a AT Ib" O.G. VERTICAL AND p-p - ''- ; - --- - TO BE GUT TO REQUIRED HORIZONTAL. ,. TOP OF JOINTS. C'j Iv' L "p S ITE 51ZE. \ <. FLUID APPLIED VAPOR ELEV: 2q'-8" < PERMEABLE AIR AND WATER O 50LID WOOD TRIM. > SOLID WOOD TRIM. 12 GILLETTE AVENUE BARRIER. I I ° SAYVILLE,NY 11782 3" GRAPHITE EP5 IN5ULATION ,,. } / T-631.390.5985 C-516.647.0472 FOIL FACED ON EXTERIOR. <\ , AIR GAP tjf@civilinsites.com CONCAVE MORTAR JOINT. � STRUCTURAL ENGINEER: COLOR TO BE 5ELEGTED. J.PONTIERI P.E• D.P.C. 3�/a" x 75/a" x 2y411 BRICK l J 1 ENGINEERING & CONSULTING H558X8X5/8 COLUMN }_ BEYOND. STEEL BEAMS BEAM 16 Commercial Blvd. BEYOND. Suite 1A si M ...� q. ° Medford, NY 11763 A-4o7 I 631.320.1040 telephoneJPCE 4411 " Office@jp-ce.com CONSULTING ENGINEERS J TOP OF ATTIC SLAB O 1� 7 TOP OF 5TEEL J MECHANICAL ENGINEER: ELEV: 2q'-8" -- -- - — - - -=" -- H556X6X5/8 STEEL TUBE ` DIAGONAL BRACE PER r 1 j SEE W65 AA-I10 AND A-III POUR STOP. POUR STOP. Ks; \ FOR X-BRACING LOCATIONS. s\ .. G 5TEEL BEAM. SEE STRU (URAL STEEL BEAM. SEE STRUCTURAL L 1 ON65 FOR ADDITIONAL INFO. DWG5 FOR ADDITIONAL INFO. DATA DRIVEN DESIGN CONCRETE BLOCK INFILL. CONCRETE BLOCK INFILL. KARB O N ENGINEERING 1 N 51M. -� �� SERVICES A-407 4 GOMP051TE CONCRETE +I 4 GOMP051TE CONCRETE _^ 'METAL DECK. 'METAL DECK. 344 RA ED SON, NJ 08837 RKWAY STEEL BEAM BEYOND. '; STEEL BEAM BEYOND. -�_ (732) 710-4000 TEL 1 (877) 703-9956 FAX J * TOP OF ATTIC FLOOR SLAB TOP OF ATTIC FLOOR 5LAB ` I ELEV: 30'-0" -1 ELEV: 30'-o" NOTES: " rk TOP OF 5TEEL TOP OF 5TEEL 1. FLUID APPLIED AIR AND WATER ELEV: 2q'-8" ELEV: 2q'-8" BARRIER,AND REINFORCED FABRIC TOP OF 5EGON0 FLOOR SLAB FLA5HING SHALL BE PLACED IN TOP OF 5TRIGT AGGORDANGE WITH ELEV: IS'-8" - - = MANUFACTURERS GUIDELINE5 AND DETAILS FOR INSULATED MA50NRY " I MASONRY TIES AT 32" ON CAVITY WALL A55EMBLIE5, AND _ J WITH GOVERNING INDU5TRY CENTER. 5TANDARD5. 2. REFER TO STRUCTURAL DW65 FOR --- - A- - --- - -_ _- ADDITIONAL INFORMATION RELATING TO POURED CONCRETE FOUNDATION, 5LAB ON GRADE,5LAB ON METAL 5 I DECK, STRUCTURAL 5TEEL FRAMING, p,-4p7 H558XSX5/8 COLUMN METAL DECK,MA50NRY WALL, AND 51P5 ROOF PANEL A55EMBLIE5. BEYOND. I r5TEEL BEAM/BEAM m BEYOND. MA50NRY TIES AT 32" 0 Ir CENTER. , 5EE DETAIL 4/A-406 FOR GYP # e m BD. GEILIN6 A55EMBLY. 2'X2' AGT GEILIN6 IN OFFICE 1: -;� 510E. 5EE REFLECTED GEILIN6 PLAN FOR ADDITIONAL INFO. IMA50NRY 5OAP5 TOP OF 5EGOND FLOOR SLAB `t TOP OF - 4"x8"Ab" NOMINAL HOLLOY4 ELEV: 18'-8" — -_ ---— - --- BLOCK WITH REBAR FILLED ;\: ;ii -1: ,_ I 501 FOR INTEGRAL NORTH SEAL: g'.: .+ PILASTERS. EXTENDED, DOUBLE ANGLE 5 S. _ JI LINTEL /- {-: MORTAR ON BACKSIDE f A-40q OF NOMINAL INTERIOR WALL WYTHE. _J f l N AR RD _ '... HOHMAN AND B NA ADJUSTABLE JOINT :1 8"X8"XI6" NOMINAL BLOCK 8"XS"XI6" NOMINAL BLOCK �` REINFORCEMENT 11015.1.5. INTERIOR WALL WYTHE. INTERIOR WALL WYTHE. TRU55 EYE WIRE MA50NRY TIES AT Ib" O.G. HORIZONTALLY AND MA50NRY OPENING. I VERTICALLY. .............__..................._....--............-. TIES INTO HORIZONTAL JOINTS. , I "j .� r!' � � 7 SUBMISSIONS , i � DATE' DESCRIPTION' r-- _'. 08/312025 U/UED FOR r1LlliG H556XbX5/8 STEEL TUBE DIAGONAL BRACE PER � STRUCTURAL DWG5 5EE _. DW65 A-110 AND A-111 FOR �' X-BRAGING LOGATION5. \\ CONCAVE MORTAR JOINT.-----\,, COLOR TO BE 5ELEGTED.77 ° i 3811x75/b" x2XV r - BRICK. 1. _ 51Mu COLUMN GLADDER WITH A-408 3 51M. J 5 " " 3 !5/811 x 7 x 2 BRICK /e Y4 ° I]+�I _ MANUFACTURED STONE 13LOGK441 WITH FLUSH MORTAR JOINT, MORTAR COLOR TO MATCH - - 14 BLOCK. j# I NO. DATE: DESCRIPTION: -- I I Il i r REVISIONS: win, I PROJECT TITLE: I POLYTHYLENE FOAM I ,. EXPANSION JOINT. :. tjs TOP OF FIRST FLOOR 5 I i. ELEV: 1 Ll/� 0 1 LLL Y , (DATUM = 2q.0' f' ' _, - _ ].I TOP OF FIRST FLOOR 5LAB NAVD-88) _ _ _ CUTCHOG J . _ ; E FIRE DISTRICT , I:1 _ I 11 q 0 mE_ -}� • NEW BUILDING (DATUM 2 r� 260 NEW SUFFOLK RD CUTCHOGUE NY 1935 t � . 3:........e I 1 ..�...:I i.:.:;::. h•, p i:""'3 ?.\ ;�::..,€€........`l 3......,.;j;.,,,,,,.3 i:.^^^€ 3. 3. DISTRICT: SECTION: BLOCK: LOT: I TOP OF SECOND FLOOR SLAB TOP OF 5EGOND FLOOR SLAB 1000 102 6 5 I " I II ELEV: Iq-0 ° ELEV: Iq-O _ _l \ DRAWING TITLE: TOP OF 5TEEL TOP OF STEEL VJ ELEV: 18'-8" ----- ------------- - ELEV: IS'-8" -- ------- --- — WALL Li _ _ I SECTIONS DATE: NSA PROJECT#: _ 08/31/2023 20-1990 I SCALE: CONSULTANT PROJECT#: i AS NOTED - T*r"FICAL XAL—L ® / DRAWN BY; DRAWING NO.: XALL— t5C TION AT ARCS SEC T/O/V AT � 75EL L�11/­AC-701VAL— 5RACIN6 MAIOONR�'�, 0=5NINC=7 XAL—L— 5ECTION XA50NR'�' ALL 55C TJTM A-312 5CALE= 3/4"_ P-O" 5CALE= 3/4"= P-O" 5CALE: l 1/2"_ P-D" 5CALE: l 1/2"_ P-O" CHECK BY: PKG U MAM/FAG1L9?ED 51ffi.ATTIC 5H/P5 LADDER MINIMUM TREAD � A-420 �— DEP7H OF 5 IW E5. 77E TRL:AD 5HALL BE PROX-CTD 5" TAT THF rorAt of 77E TREAD D13'7H PLUS AE 1J05IN6 PRO.FCnoN Is NOT LE55 7FIAN 8 INCHEs 77E MAY/KM Risee IE16Hr SHALL BE q�t Z T.O. ROOF RIDGE . E: .. 2.8 — /yY z i 23A TT/G AIGGB55 a A 202 o : „ I I I MECHANICAL. NEMSCHICK S ILVERMAN 3 66 EAST MAIN STREET */ `l 9 3=8" 30PATCHOGUE, NEW YORK 11772 4 FQ. TREADS _ Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com tA :..:ry. _� \'- Ah T.O. SHAFT GAP SLAB Q _ I I I Ir4 Iry 33',6• 3 A-400 v A-408 BLGGK HAI I TO ALl6N WITH Q A-400 B.0. DFGK MINIMUM 41 WALL BFLOhI — — — — ELEV 33'-2' P.G. COMPOSITE T.O. MOIST BEAMPC. DECKING. g�� — — — — — — — MELE1/ 32'-lO' CIVIL ENGINEER: h(O/5T BEAM QC ELEVATOR A PREPARED BY ' 2 /r2" TO.AMC FLR sloe 57ORA& a" ' t v �. — — - - - - - - 8'6" , 233 ti 15-6 //2 3: A-402OINSTAL GOMP05/7F DFGK/N6. - CIS/ LSITES _, - -- ---� � u ---- ---- - 12 GILLETTE AVENUE >! L BOX ' xl� ° I 16 /il -17 LINE OF BEAM BEYOND SAYVILLE,NY 11782 HOLD -� T-631.390.5985 I C-516.647.0472 fi S fi — tjf@civilinsites.com O GALL BIl1TON 7 L2" /L411 — GYP.BOARD FA5ClA ry STRUCTURAL ENGINEER: ELEV. LOBBY INFILL _� J�Tf�IR A 203 236 — 0 ALUMINUM AW6LA55 = A-40a J.P O N T I E R I P.E. ,� ZZ INTERIOR MOCK J J NOTE: / O STORAGE ENGINEERING & CONSULTING GOIORD/NATE TIM/NG FOR — — — - -It- ALUM/MJhI AND GLASS ' C016n 77ON OF 'FRONT'A AU �o p -r OF ELEVATOR 5HAFT W/TH u; cGlJ�erA/N HAL -- 235 +� 13EVATOR VENDI' /GONTRAGTOR OQO AGED 57F7 -400 k16 Commercial Blvd. _ _ _ _ _ _ Suite 1A CONTROL BOX HAN5ERS TO BEAM ABOVE. w - FOR ADDITIONAL INFO. PAIN7W 51ffi 6UA1?D RAIL TO Medford, NY 11763 42'A.F.F SEE DETAIL 4 ON -- BJ?EAKAWAYDOI'JR PAM35. A-401 FOR ADDITIONAL — — — L 1 OF TOP OF SLAB STf�IR - - 631.320.1040 telephone P.G. ON IM=ORMAT/ON. C7YPBD Office@jp-ce.com CONSULTING ENGINEERS m - T _ COMPOSITE STAIR 6 � GYP BOARD r0 TOP OF 236 -- - --- _-- I I DECKING A55EMBL Y A-400 — — — — — ply -- - pC WWO517F SAL DECK/NG. lip — — — — T.O. 5C-COND Fl-COR SLAB _ ___ J -D -.---- MECdr jr HANICAL ENGINEER: --- Poor 1 :. II a Q 01ry , c - DATA DRIVEL DESIGN �L/NEOFB5VBEYOND. - KARBON ENGINEERING5TAL#E OF BEAM BEYOND SERVICES /R VI"ATOR LAN 5 ELEVATOR 5 344 RARITAN CENTER PARKWAY A 4' - EDISON, NJ 08837 SCALE: 1/2" _ l'-O" O T.O. INTER�9DIATF LAWIN6 SLAB (732) 710-4000 TEL (877) 703-9956 FAX ry = q A — - - — €� � � ,. 4 O ' T.O. IMFRN�D/ATE STAIR LANDING GYP BOARD AND l�7AL LOW HIGH .�f0/ST GEILlN6 J O O DRIM:ING FOUNTA/N. 5EE zi PL"IW-7 SGhEDI/L.E FOR I -- %: % ' I I ADDITIONAL INFO. 11f'E Ll OF 5 A T /R AND F III ' -- I —L,anmlN6 ABOVE. OT/5 C-60 MRL A-400 2,500 LB ELEVATOR — — — — A-400NOTE -- -- 8„ — — - - GOURD/NATE El EVA RAIL I 2 //2 w _ z LB1/ATOR A 8„ /4 �n va u� � _ BRACKET INSEAWRTS AOTHER WALL 8 Q - - Ha#ITFD EL&EW5 WITH CONCRFIE 2 //2" � I � -� 1\ � I WRLL GONSTJ?GL'TION. 8-6 /5=6 1/2" *W - BLOCK SHAFT CLEAR 5HAFT HOLD 2 - O - 1 f Ii I I - - -- - - O j BREAK ROOM ix r.0 ry 5. NORTH SEAL.. 5 0 12 3 5/2 „fi _ N i 1 M.O. INFILL ry - - P.G. SLAB ON GRADE 5EE — I 8 6 - - 57R1.f✓TURAL DRAW/NGS . , z III 57A/R A I T.O. FLOOR SLAB ! FOR ADDmoNAt neo ELEV o'-0'(DArum% I: m ., J F' CALL Bu7TON IW ILL BLOCK AFTER IN57ALLA77ON OF ELEVATOR. L lIJE NGF L OF STAR AND LANDING ABOVE 400 SUBMISSIONS: J ' J 50F PIT GRATING. DATE: DESCRIPTION: CGVRIJINATF nM/NG FOR C06T`W TION OF 7 RONT'PGALLI P.C. FaWATION. 5EE 08/31/2023 Lump FOR FILING OF ELEVATGN?SHAFT Wl7N 57RZnFAL PLANS FOR ELEVATOR VENDOW COMPACTORI - � T.O. IIEYATOR P/T SLAB _, ADDITIONAL INFO. ELE1/ -4'-0N Pq I I J . J — — A T.O. _Cbw P1T SLAB V ELEV. 6-O J I I/ TOR A / 5 TA IR A SEC TION T rI OOR 5TAIR A E)__E\1AT_01'R A /P4L__A lV _ vwi SCALE: 112' = /LO" SCALE: 1/2" _ l'-O" 23L4" 1-1/2"A-1/2" 501JARE PAINTED m10 STEEL RAIL WELDED TO ;� 2 5L O" 6=0" 6=1" 6,0,E 1„ VERTICAL POSTS. GRIND ALL WELDS SMOOTH. LOBBY X 4=40 1/2" 6 ,121' 61x3'PA/NT59 ST£ft - -- - - - I-I/2 6UAR12 RAIL. 3'-6'M/N. O.D. PAINTED STEEL -- -- ` HANDRAIL. 12° 1-1/2 PAINTED STEEL �I ABOVE 5TA/R N051NG. - -- -- HANDRAIL. - - - -� - - - NO. DATE: DESCRIPTION: -I + I 1 miry / REVISIONS: HANDRAIL BRACKET 0 PAINTED 57M. HANDRAIL. --_-_-- - fi 3'-O'ABOVE 5TA/R NOSING. ® 6ft. O.G. MAX. _ _ PROJECT TITLE: HANDRAIL BRACKET(AT - - EVERY VERTIGAL P05T OR ; ; RETURN HANDRAIL TO WALL. TOP OF ---- --- 8FT. MAX. ; ; INTERNED/ATE LANDING ELEV. +11'-6' 1 . 57EEL ANGLE 5UPPORT5 I/2"XI/2" PAINTED STEEL EXP05ED CONCRETE 5TAIR ti z r BALU5TER5 (BEYOND) I TREAD W/TH 6R/T INSERT N —3/8 5Tffi CABL.E5 5757FM 3/8 5TFEL. CABL.E5 5Y5TEM WELDED TO TOP AND 5PAGIN&PER NW5BG 1015.4 5PAC/NG PER NW5BG 1015.4 2x2 57EEL. P05T CUTCHO E F , BOTTOM RAILS � 4" O.G. GU IRE DISTRICT MAX. GRIND ALL WELDS IT 2X2 STEEL POST II" MIN. II" MIN. N Q SMOOTH. 11 i I6UAR9 RAIL TO 3-6 MIN. 5EE NEW BUILDING 2 2' DETAIL, 4 ON DRAW1N65 A-401 12'M/N.DEEP 57ffi FORADD/T/ONAL INFO. 260 NEW SUFFOLK RD. I-I/2"xl-I/2" SQUARE PAINTED STEEL 12"MIN. DEEP PAINTED O G-HAMFL 57R/MSER "'� `` HAAMIL TO 3'-O'5EEDETAIL, CUTCHOGUE, NY 11935 RAIL WELDED TO VERTICAL POSTS. ; ; . STEEL G-CHANNEL STRING4 ON DRAW/N65 A-401 FORER. cel e ADD/nONAL IhIFO DISTRICT: SECTION:GRIND ALL WELDS SMOOTH. l'X l'X 'S b O BLOCK: LOT: I I . 2 DEEP CONCRETE FILLED, � � SLE • ° .:: 57FEL PAN TREAD 3/4'X%8'RECTAA61 AR BAR 1000 102 6 5 6 w STEEL CHANNEL BEAM (SEE \ EXPOSED SURFACES OF STRUCTURAL DW65.) 5TEEL TO BE PAINTED. „ GRATIN lI 2'X20'X%4'S7ffi T--SHAPE A-400 DRAWING TITLE: -iN N11-57EEL CLIP ANGLE WELDED PRECAST� TE D5 TO 1N51DE FACE OF BOTH \ .' -71 5TR _ 5 G XP 5 ON -:I W17H i'RAD/U5 ON TOE ED6E5. fi ry BOLTED TO SLAB. � � z ,� .>'-..,_;;'., S :,.. U LU 5 ENLARGED STAIR A LL. U CONCRETE 5LAB u COMPACTED GRAVEL AND SOIL > � � & ELEVATOR A PLANS, a d a .Q a AL 16N 57FEL. c-CHANNEL 571W_9fR >_-. .:.. S E C TIONS, & DETAIL S 4 PRE-CA5T CONCRETE TREADS DATE: NSA PROJECT#: 5 A-400 m 08/31/2023 20-1990 12"XI-I/2" PAINTED STEEL CHANNEL STRINGER. SCALE: CONSULTANT PROJECT#. \ // X , X / TOP OF FLOOR SLAB AS NOTEDTo)= - DRAWN BY: DRAWING NO.: L-A -5 TA1, A L TAl �AR0 � �1R5T )VLOOR 5 /AA A � �� TION JTM SCALE: 1 //2" _ /LO' SCALE: 1112'_ lLO" � H A-400 C ECK BY: SCALE: 1112'_ /LO" SCALE: 11/2"= l'-O" PKG T.O.BULKHEAD L LEVE. WEER HANDRAIL U - - A'I E)C75L5/ON EXGLI/5/VE OF B.I ALL RADIL (`n'P.1 e - - -- - --- ----- -- - - - - a ° - - Q d B — — — ROOF DRAIN OVB?FL OW SG1�°PBR WITH 8'140MPH W WIND RE5/5TANT LEADER 5Y5TEM. - FLAT ROOF: 2 - TGN2GH APPLIED,MULTIPLE LAYERS OF MOD/PIED B/TTA�BN :� „'�'": • RQ0FING OVER DBNS DECK GOV6I?E0ARD, HU'r ADHERI7� z IL TO TOP LAYB;y TAPERED)N51 A770M ALL LAYBR5 OF " MIN. IAWAT/ON TO BE FU/1YADI6RED. FIRST LAYER OF -' FA ' METAL PAN STAIR IN ACCORDANCE I a IALSULAT/ON MECHANICALLY FA5T� TO DKK hll7H DETAILS 4,5 AND 6TH/5 SKEET. I O o a=r' //, DErTREAD, 7r MAX rH1 m - PC. COW0517E PETAL DEGKIN6 N E M S C H I C K S I L V E R M A N B'RE1M90RGED CONCRETE I I 66 EAST MAIN STREET B,C.GLK AT h55 GR055 BRAGIAfG. l '0 HANDRAIL TON'AF.F IN, PATCHOGUE, NEW YORK 11772 BOTH SIDES OF 5TA/R ('TYP.I 8'SOLID FILL BD GOAIG.BLGCK Phone. 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com 3'(k-l5)6P5 A51A770M 4 A-401 4 y ' I/2'DBV56LA55 hECHAN/GALLY FA57�D TO GONG. A-401 BLOCK WALL JOINT5 5EALE2. POOR. SFE DOOR 5CPE12 E DN p FOR ADDITIONAL INFO. T-4" 8 EQUAL TREAD5 DRAlWEMAT CIVIL ENGINEER: ll"M/N. EACH TYP. t IJP PREPARED BY /'-O" ELEVATOR GALL M/N �{ SCRATCH GOAT OVER LATH. FASTEN TO DBV564A55 BUTTON d -400 PER MAAIUFAGTURL-R5 APPROVED FA57SW5R5 AND SPADING. ,a ;.. ® THIN BRICK VBEER ON BOND GOAT. TO HATCH FACADE 8=2" 7'-4" _ „ BR/cK CIVIL SITES 2•�J � A 9 6 FLAT RGI'�F: 12 GILLETTE AVENUE 3 5/ HOLD TORCH APPLIED,MULL nPLE LAYFR5 OF MOD/F/BD BITUMEN SAYVILLE,NY 11782 A-402 ROOFIN&OVER DBMS DECK GOVS?BOARD, FML YAPtIERED TO TOP LAYB� TAPEREP INSULATION ALL LAYBR5 OF T-631.390.5985 I C-516.647.0472 INSULATION TO BE RLLY AO R V FIRST LAYER OF bA I /N5ULAT/ON ii Gr N/DALLY PASTE 02 TO DECK tjf@civilinsites.com El-EV4TOR B A-402 Q B _. STRUCTURAL ENGINEER: ti; r T.O.ATTIC FLOOR 5LAB --_-._. ...._ ... -.._. . T.O.ATTIC FL SLAB ALTERNATE LOCATION FOR CONTROL CONCRETE BLOCK WALL To A-401 J.P O N T I E R I P.E. D.P.C. AL16N hU1NWALL BELOhI 5,� d °< me �� �'�• BOXSht'MtERE. SEEDA6.A-402 DETAIL 20NA-4o� ENGINEERING & CONSULTING FOR BASF BID CONTROL BOX LOCA 710H AT 5EGOW FLOOR LEVa.. NI GH�1N/G�tL. ;•u. va IF BASE BID 15 AGCHMV GON7ROL BOl 0715 6BV33 t-RL •46COLB5 BOX WILL NOT BE LOCATED HERE 55?VIGE a EVATOR 16 Commercial Blvd. bA J_ 6 = Suite 1A ,.�.;:.:1. 0911 Medford, NY 11763 - '� w 631.320.1040 telephone Office�jp-ce.com CONSVOING ENGINEERS l �L A R,65L� ��1 ®®� l17L Y TOR �A l d TGV'OF INTERh1EDlATF LANDING SLAG SCALE: I/2" = l'O" Y MECHANICAL ENGINEER: d A.I B.I LEVEL. M9Ff R HANDL ROOF LE4DER TO STORM EX0610N EXGL.USIVB OF 6A KITCHEN UP ALL RW11. (ItPJ 232 _ _ ff f1G47E7?DRA/AIA6E 5Y57Fh1. � � a ti D N 0000 :. \ a 1 ON ENGINEE .. .o ..... .. ... �\ ,. moo: .. SERVICES 7-7 8-3 w 344 RARITAN CENTER PARKWAY /-0 5TAIR B ° O EDISON, Nj 08837 ' T-4• (732) 710-4000 TEL 4'RE/AFORGED CONCRETE 00, 1 1 1 1 1 1 22q BLOCK AT 155 GRO55 BRAG/N6. 7=7" AL 5T R IN _ T T.O. SEGOItr17 FLUOR SLAB/LAND/NG TOP OF a.EV l9������� (877)703-9956 FAX r I I 1 :.\ < l , 7 R1.Ad S . 5T BI I L -0 °: de a° 57RI.C7UI?AL. PLAIDS FOR57M. H55 CR055 /AfG. 5EE I / I TO A.FF. 22 I I I I ( 5B .,'`__J•.1, ADD/TIONAL. #N=O. 7H 5/ �TA)R, J d DOOR 5EE DOOR 5GHEbULE FOR ADDITIONAL IAIFO. R]EpF�E�R�`'TSO.5h1 Gl;�7/U�R7A�L. 1 aJFORMAT10N TYP. Q DN O o /4� METAL PAN STAR IN A-401 AGGORDAAI{GE hU1N 17ETA/L5 I5 EQUAL TREADS 4 O 7 �4O 4,5 AND 6 7N/5 5hEET. " ,. ll'M/N RLA� 7'MAX R/5E TYP. 6A ry Il MIN. EACH 7YP 5B l=0" bA M/N. bA > I J JJ W 7 7 /3 9 � • 4 O _V� 2'Li \\ 10/52 NYSBG 2020. REFER o =. TO DETAILS 5,6 7H/5 SKEET 2 5 i pax PfORE miV K TION. TTP. Z. \ :l" J S OTI5 GENS MRL 400OLB5 _ SERVICE ELEVATOR a M.O. I TOP OF 1N7B?f-E0/ATF LAND/M6 SLAB V ELEV. Z ELEVATOR B A-4o2 A- 2-5 TOP ALTERNA7F LOCATION FOR GO Q Q Box SEF DWG.A-902 FOR ALTERNATE ° CONCRETE BLOCK WALL ro 5TiA/R B ° CONTROL BOX LOCA TION AT ATT/G LEVEL. lF -3-5 TOP ALTERNATE 15 ACCEPTED, CONTROL H1ALLIAY AL16NDETAI2 oN A-402.L BELON 5EE 122 NORTH SEAL: BOX HILL NOT BE LOCATED fE7eE. 227 ,I � \\.,.\\:.': q=o" 2HR RA7FD CEILING. 7-7 qa ,. 5TORA6,E SEE DETAIL 8/A-406. HOLD CLEAR SHAFT0. _ r 4 t-ETAL PAN STAIR INN075 COORDINATE TIMING FOR GOM5TFX TION bA \ 4,5 AN9 ACCORDANCE Wl7}I DETAILS 4,5 AND 6TH/5 51�T. � ,4' ,• 7 ! � • r r 'FRONT WALL OF a EYATOR SHAFT W/7N // M/N. 7 MAIC R/5E. 7YR l ..::. .:.. . a 1 4 ELEVATOR YENObiR/GONIRAGTOR //7 w 1 r' t . ...... �`, N B LABEL FIRE RA 7E9 DOOR, W l �� 5ECOAV )=L_009 Y �O� l Y +, SEE 0IEWLOJZPLAN AArbDOOR SUBMISSIONS: / 5 SGIEFO/ZADD/T/ONAL DATE: DESCRIPTION: INFO. SCALE: 112' = l,—O" � 08/512023 y/UED FOR FILING ZI�Z RA 7W WALL A55EA1SLY. /3 5i DWG A503 FOR PAR777101V TYPE5. A.I B.I CARD READER 5EE DOOR 5CHEXL.E FOR ADD/T/ONAL IWO. T.O. FLOVFZ SLAB P.G. SLAB ON GRADE 5�GlV/L O z ° ° d a. ° . ° ° DRAW/N65 FOR ADD/710NAL 124 u) h1ETAL PAN 5TA/R IN ACCORDANCE 0,-0r A " 4 °° 1 e ° . d �e d e ° ° d -.d a IAEORMAT10M WITH DETAILS 4,5 AND 6 TH15 5hEET. DI'lOR 5EE DOOR SGhEA�JLE fl' TREAD, 7'RI5ER MAX. TYR REFER TO 5TR CTURAL DRAhUNGS FOR ADDITIONAL INFO. P-611 l HANDRA/L TO 34'AFF QP FOR MORE INFORA7AT10N REGARDING FOOTIN65 AND 5LAB5 B MIN. B01N SIDES OF STAIR (`IYP) -400 ROOF LEADER TO 5TORM ^ d M TER DRAIRA6E 5Y57ET. d ?\'• o e d 3JJ q„ 3L411 MIN. I I I A A � � � TION 4'REINFORGBO CONCRETE \. M.O. p BLOCK AT 1L55 CRO55 BRAGIAdG. � 5T�►lR B P m I I I 5TORA&E � SCALE: l/2J, _ l'-O" 33 EQ. l5E l4=8" I 125 �l v 51FBL IL55 GR055 BRACING 5� 122 T 7" AX. l6 EQUAL TREAD5 I I PO5T5 5PAGED AT 11/2115EE PLAN FOR 57RGG7M?AL. PLANS FOR 6'-8" H"MIN. EACH TYP 4=0" 6-0` O.G. MAX. LANDING DEPTH 1 10!20/2023 ADDENDUM#1 ADDITIONAL INFO. 25=4" METAL FASCIA BY ELEVATOR NO. DATE: DESCRIPTION: — � � �. � ry °' CONTRACTOR REVISIONS: DOOR, 5EEDY.tOR 5GhEDI/LE 1— I T PROJECT TITLE: FOR ADDITIONAL IAB=O. p \ HANGER COVER BY ELEVATOR 8 I I ( \ CONTRACTOR Q- l8=3 5" 6=8" 4 SDRAW/N55 FOR ADDITIONAL l�N RMATION A-401 /23 A-401 LIRE OF STAIRS ABOVE. I I I I I I I ( I I Q o bAI ELEVATOR GALL .. Tl' �' � FIRE RATED ELEVATOR DOOR FRAME CUTC H OG U E FIRE DISTRICT BUTTON W – O Q - 5EE ELEVATOR 5PEG 5EGTION � W BUILDING NE .. o SUFFOLK RD. SEE ELEVATOR SPED SG% aEvA TOR DOOR 'D TON P z CUTCHOGUE, NY 11935 LL LU CO DISTRICT: SECTION: BLOCK: LOT: m ELEVATOR T- 8 3,411 Q bA O O Y ELEVATOR L BB Q 1000 102 6 5 bA /„ M.O. J 7„ m SHAFT 6'--/O" 7 g v DRAWING TITLE: EXTRUDED ALUM/NUM 5/LL BY 7=7" q=/" 9=0" HOLD 4- CLEAR SHAFT Q O ELEVATOR CONTRACTOR BLBMATOR B > , }: 5CNEDULED FLOOR FlNlSH. 5EE FINISH ENLARGED STAIR B J H�4L.Ll�Y�Y � � °'— — — & ELEVATOR B PLANS, w `, d DQ ." �.�? 120 A-402 SECTIONS, & DETAILS C00WINATE TIM/N6 FOR CONSnW TION OF 'FRONT'WALL OF ELEVATOR SHAFT OT/5 660 MRL 4000LB5 I O ° POUR 5TOP W/7H ELEVATOR VBV OW CONIRAGTOR ELEVATOR DATE: NSA PROJECT#: o P.G. COMP05/7E METAL DECK/N5. 6 o wN BLOCK WALL - 5EE PARTITION TYPE5 FOR 94 08/31/2023 20-1990 ADDITIONAL INFORMATION. SCALE. CONSULTANT PROJECT#. LU....i,..:.::• .. d- '\\ 5TEEL BEAM/BEAM BEYOND. 5EE AS NOTED < � 57RZ7URAL DW55. DRAWN BY: DRAWING NO.: ENIL I R&EL� �� T OCR 5 / IR Y l� �O f�l Y � l i ll Y� � Y �O� O l Y�l �� L�E�B EL JTM -401 SCALE: 112' = P-O" SCALE: l" _ l'-O" � SCALE: l" _ l'-O" CHECK BY: PKG J ' a F_ F- U tW- U Q z Q LU LU J_ U) z a s w N {t4i F- (_`� . } IL0 © EMSCHICK S ILVERMAN 66 EAST MAIN STREET PATCHOGUE, NEW YORK 11772 Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com CIVIL ENGINEER: PREPARED BY rj I 51M. 1 A-420 CIV' L SITES TO ELEVATOR BaKfEAD ROOF AT FB?IMETER 12 GILLETTE AVENUE ELEV. 45'-0` I SAYVILLE,NY 11782 4 dINN e T-631.390.5985 ( C-516.647.0472 T.O. R/6/D IWEAT/ON ° e ATLGYMPOINT tjf@civilinsites.com — — \r - - - - - - - ELEV: 44'-9%2' s T.O. 57FFL H0I5T BEAM 4 e 4 ELEV 43'-IO` STRUCTURAL ENGINEER: P.G. CQW0517F hLLTAL DECK/N6. 3-278" J.PONTIERI, P.E., D.P.C. r coNneAGTOR TO GOl'I!?D/N�4TE ENGINEERING & CONSULTING MOIST BEAH LOCA77ON HITH ELEVATOR SHOP DRAW/N65. 16 Commercial Blvd. ° 8.50L/D FILLED GONG.BLOCK Suite 1A j 1 Medford, NY 11763 3 (P-5)6P5/N5ULATICK 631.320.1040 telephone Office@jp-ce.com CONSULTING ENGINEERS 111"DEN5 XA55 hBGHAN/GALLY FASTENED TO GONG. BLOCK ALL JO/N75 5EALED. 5/F5 PAIS. ROOF H/7H I d a MECHANICAL ENGINEER: CONTIMIOV5 RIDGE VENT. I DRAINAGE HAT. REFER TO RCCF PLAN A-104 FOR MORE 1NV011AnoN TM. 6 SCRATCH GOAT OVB?LATH. FA50N I I I A-401 d TODEH56LA55 PER MANJFACnFtWS ARB %JINI 5/Ivl. APPROVED 54500;5, ND SPACING. DATA DRIVEN D I N °d I THIN BRICK VHffR ON BOND COAT. KARBO N ENGINEERING TO HATCH FACADE BRICK II I SERVICES FLAT RGlOF: 344 RARITAN CENTER PARKWAY I I TORCH APPLIED,WT/PLELAYERSOF EDISON, NJ 08837 MODIFIED B/7U4 N ROOF/N6 OVBZ DENS (732) 710-4000 TEL II I DECK COVERBOA?D,FIKLYADHERED TO (877) 703-9956 FAX TOP LAYER TAPERED#&"TOM ALL I I I LAYERS OF MLA TOM TO BE FULLY ADf&RED. F/R5T LAYS?OF/A&.,"TION I I I h5CHAN/CAL.LY FASTENED TO DECK TOP OFATTIC FLOOR 5LABW1 lid I 1 d MtTAL DECKING RB=ER TO 5TRrt,TURAL DRAW/N55 FOR 1 ADDITIONAL INFORhL4710N TVP° a ----------- r e I I 5TR n#?AL STM. BEAR I HFTAL 5TUD AND M0I57URE REtfR TO 5TIW TURAL I I SA RE5/5T AND GYP.BD. 5OFF/T. 5EE DRAHIN65 FOR AODmOML. DEMIL 3/A-4O6. /MVRMAnON. TIP. O / I A-401 o II I ° H�LLl�1G4Y I II I 5HOXER 227 222 I I I ELEVATOR B \ I II I ° \ I II \ P.G. SLAB R5ER TO 5TRAC7VRAL NORTH SEAL: I I I DRAWIA65 FOR ADDITIONAL. \ INFORMATION TIM TOP OF 5ECON9 FLOOR SLAB = d : e ° ° d • 3 SUBMISSIONS: 1 1 1 DATE: DESCRIPTION: 5n?Gf✓MPW 57EEL BEAM REFER TO 1 08/312023 witu FOR nUnG bA bA 6A 5TR1AMRaL DRAMA65 FOR ADDInONAL /IMORMAT/ON 7YP. °d (V Ti 7L, d d \ / 5�A7� N6 FOR Y T®� > 5EC l�/o/V — TjERAIA ADDI n0ML INFO. "ALE: l"_ l'-O" e NOTE TOOL 60CROINATE ELEVATOR RAIL BRACKET HALLAWK 1 5TORA6E lEL&-H1H17H�RETEBL.� lZO I I ll8 SHAFT HALL CONSTRGfCTION d I A I I II I 6 Q 10/20/2023 ADDENDUM#1 NO. DATE: DESCRIPTION: A-401 REVISIONS: PROJECT TITLE: GONTIMMS.LBEAD ALONG TOP OF F/N/5MV GYP.BOARD HALL 8 I I I I TOP METAL TRACK RUMItER 4 r I I 0 LAYERS OF$/s"GYP.BOAW ON \ I I I I BACKSIDE OF CONTROL B04 A5 REGI//RED \ BY ELEVATOR VENDOR \ I II I H'�-LXAY BLB1/�TOR B CUTCHOGUE FIRE DISTRICT \ I 227 2//2" - NEW BUILDING \ II I 260 NEW SUFFOLK RD. TOP OFFLG10!?SLAB I I BU/LT-UPMETAL 5T LEAVER W CUTCHOGUE, NY 11935 ELEV. 0'-O'(DAnM ° d ° ° A ° e ° d CHANNELS, 7RACK5,AND FA575ER5 5UlTABLE FOR BUILT-UP MEADER ° .. d ° ° 1 ° e ° d DISTRICT: SECTION: BLOCK: LOT: °°d w e d de- de_ a ° ° ° ed ° e d ° °. ° A 4 4d e d° ° °° GYP. BOARD. 1000 102 6 5 A d p < a ° CONTROL BOX BY ELEVATOR VENDOR DRAWING TITLE: !r ° d A °° d REFER TO 5TIWTM?AL DRAWIN65 `d FOR HORS ff:ORMAT/ON TOP Of LI EVATOR PIT 5cA6 '� DII��°n1 55'4'`ro-q-ABS ` �l^I6 G�l�. ELEVATOR B SECTION -T-0 a° ° e ° ° ° d d ° e e d e e d a 4 ° °` ° °°° e a . e ° ° e ° e° ° a 7 AL%1X1 %"x15 %" NOMINBLOCK e ° °` I NMRIOR WALL KM E. ° DATE: NSA PROJECT#: TOP OF SUMP PIT 54AB d d d —0 ^. 08/31/2023 20-1990 50P PIT GRATE SCALE: CONSULTANT PROJECT#: AS NOTED - DRAWN BY: DRAWING NO.: �� TO ��® - � ® ��® BO �� ��® � � JTM A-402 56ALE: 112' = l'-O" 56ALE: l" _ P-O" CHECK BY: PKG U a U W H U Q Z fILU J l4'--7 I/2" U) Y U 2 � U U a u w I 3/4 2`-2" 4'-Orr 4'-4" 2�2„ q 3/4 N N H S Cr } PRE MANUFAG TUBED 6U5 TOM LINE OF PEDIMENT PEAK BEYOND. LINE OF PEDIMENT EMSCHICK S ILVERMAN FIBERGLASS PEDIMENT. PEAK BEYOND. Z. 66 EAST MAIN STREET NN 4 PATCHOGUE NEW YORK 11772 (v (v Cl Phone: 631 563 2130 Fax: 631 563 2139 ww.nsarchitects.com /2 PRF MANUFACTURED CUSTOM 12 PRF MANUFACTURED CUSTOM vv © I FIBEROLA55 PEDIMENT. I FIBEROLA55 PEDIMENT. m m m O o 0 CIVIL ENGINEER: PREPARED BY M", I3� Orr 2, O„ �r 21011 q 3/4 ' 2'q 3/4" CIVI LIN. SITES 12 GILLETTE AVENUE / `/ ,/ TION _ SAYVILLE,NY 11782 Pl ! l( /®/ �I PM�IIMENT � � 1 T-631.390.5985 C-516.647.0472 (:D SCALE: 314" = P-O" SCALE: I 1/2"_ P-O" tjf@civilinsites.com STRUCTURAL ENGINEER: LPONTIERI, P.E., D.P.C. 8 ENGINEERING & CONSULTING 16 Commercial Blvd. Suite 1A rrol.I I Medford, NY 11763 631.320.1040 telephone Office@jp-ce.com CONSULTING ENGINEERS MECHANICAL ENGINEER: B 0, N DATA DRIVEN DESIGN KARBON ENGINEERING SERVICES 344 RARITAN CENTER PARKWAY EDISON, NJ 08837 (732) 710-4000 TEL (877) 703-9956 FAX + I2L7 112 11 FAUX FIBEROLA55 5TAND1N6 5EAM ROOF HI TH 6" R16/0 INSULA TION. . .... ........:. ................E......... _ I i O O 3/4" /L4/1- /L5 rr N poll _50�ml T EL-EVA 7/0/\/ 56ALE: 3/4" = P-O" FAUX FIBEROLA55 TRIM. 5/P5 ROOF PANEL. ARGHITEGTURAL ASPHALT iV iv OVER FROVlDE L 16H FIXTURE HI TH s 1 ►I%LEGUNDIERRLAYYME IN5ULATED HINDOH TO BE PROVOED AGGE55 THROUGH 5IF3 PANEL. BY H/NDOH MANUFA6 TURER. %4" COX PLYWOOD OVER IX FURRING 5TRIP5 AT 24" O.G. WITH 1" AIR GAP. MANUFAC TURED STONE FREEZE 10Y4' 51%PANEL WITH 8-453 l-O O _ 5-O 8 /-O 6q05 INSULATION. 01_ 100 .00 7r, 3/4" WHITE PVG FASGIA BOARD i'''I NORTH SEAL: %4' WHITE PVC TRIM BOARD 2X4 WOOD BLOGKING,TYP. ; COPPER-REINFORGED FABRIC THROUGH BLOGK FLASHING. 3/4" WHITE PVC BOARD SUBMISSIONS: ill DATE: DESCRIPTION: I 08/51/2025 VfUEP FOR rILOG i 8" PAINTED ALUMINUM HALF ROUND GUTTER WITH COPPER FINISH. I i j N4" WHITE PVG TRIM BOARD IN WHITE PVC FA5GIA BOARD WITH 1�" REVEAL 2X4 WOOD BLOGKING,TYP. 3/4 " WHITE PVC 5OFFIT I L� I 6" I lil GA5T STONE BEYOND. MODULAR BRIGK/BRICK BEYOND. f NO. DATE: DESCRIPTION: REVISIONS: PROJECT TITLE: C�� 70 X15 R� A�5 ��BREL \/A� T_ DORMER A TT1C AINL�OA L�E TIL 5)5c TION Eul T UP 5OFF1 T L�57A l 5GALE: 3/4 = I-O SCALE: 314' = l-O SCALE: l I/2" = I'o" CUTCHOGUE FIRE DISTRICT - NEW BUILDING VA 260 NEW SUFFOLK RD. CUTCHOGUE, NY 11935 GA5T 5TOhE f-EDALLION GA5T 5TOAE HDALLION DETA/L5: DISTRICT: SECTION: BLOCK: LOT: DETAILS: F,41�z1G�,4N FLA6GRA555 -2, IN MIDDLE, 1000 102 6 5 F/REF/6WER5 CRO55-1, PANTIER IN THE MIDDLE, CMCHO&F FIRE D15TRIGT, FIRE COMPANY NO. /, AND 5TAR5 ON 5/DE5 DRAWING TITLE: IVA LADDER AND FIRE HYDRANT ON 5/DE5. EXTERIOR DETAILS DATE: NSA PROJECT#: SAIL TO BE GOMPLE W 08/31/2023 20-1990 ATA LATER DATE VA VA SCALE: CONSULTANT PROJECT#: AS NOTED - MEL�ALLION '= Y /n / DRAWN BY: DRAWING NO.: JTM A-403 SCALE: 3/4" _ l'-O" CHECK BY: PKG U / \ d EXP05E9 57EFL BRACING. 5,EE 57RbCTURAL \ LU PRAHIN65 FOR ADDITIONAL. INFO. 5TRUCTURAL STEEL COLUMN. 5EF 577W n/RAL / GARAGE DOOR TRACK A55EMBLY a PRAHING5 FOR ADDITIONAL INFO \`\ WITH AD WTABLE TRACK MOUNT5. 5EE 5HOP DRAHING5 FOR MASONRY 50AP5 J1(/TIES AT COLUMN. / \ ADDITIONAL INFO. Y 3j"x 79"x I5j"BLOCK ii \ \ INSULATED GARAGE DOM 5EE � INTERIOR WALL J11Y7}IE \ / PROVIDE TIES NIHERE BLOCK ABUTS COLUMN (7YI'J Z 7j"x 7J"x I5J"BLOCK / \ DOOR SCHEDULE FOR ADDITIONAL INTERIOR WALL WYTTIE , \ \ \, NSULATED GARAGE DOOR 5,EE / \ INFO. " HOHMANN if BARNARD AD.dISTABLE.X>lNT r \ \ \ . �. \ \. � \ IN / / \ POOR 5CHEDULE FOR ADDITIONAL REINFORCEMENT 170-2X 5.1.5. TRU55 \ \\ \ \`\ \ , \ `. ` `,\\ \\ ` `..`\\` \\\.'\`,. \ '\ ' \ ` NFO. / R/A R EAT1-lER 5EAL. CID EYF WIRE MASONRY TIES AT l6"O.G. / 3"GRAPHITE EP5 INSULATION } a VERTICAL AND HORIZONTAL. COORDINATE FOIL FACED ON EXTERIOR (Jz-l5) LEG HOOK WITH CAVITY SIZES. REFER TO / , - - GARAGE DOOR TRACK 5PECIFIGATION5 FOR ADDITIONAL INFO. (TYP) A55EMBLYWIT l AD.Ii'STABLE 7R,AGK MOUNTS SEE Sh('�P 66 EAST MAIN STREET 5TRUC7URAL 57FEL COLUMN. 5EE \ DRAWINGS FOR ADDITIONAL INFO PATCHOGUE, NEW YORK 11772 FLUID APPLIED VAPOR P,ER>4EABL E STRI�TURAL DRAW/NGS FOR ` \%�- :::;:::::;: :; / \ / : Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com ADDITIONAL INFO. AIR AND WATER BARRIER. / ITI \ RIA kE4"ER 5EAL.. 7 , PROVIDE TIE5 MERE BLOCK \ ABUT5 COLUMN. (TYP) / - \ — x MASONRY SOAP5 TI E-5 AT COL". \ hf/ MASONRYSOA - , PS`Y/TIES AT COLUMN. _ \ v x n PROVIDE TIE5 WHERE BLOCK "� ' ABUTS C:OLIlM1V \ \ CONCAVE MORTAR.JOINT / (TYPJ - m x �, , COLOR TO 13E SELECTED. � C:ONGAVE MORTAR.10/NT. \\ \ � _ '� ' � ,>% � � CIVIL ENGINEER: COLOR TO BE 5ELEGTL59. �nqz s /" i /, ';' /; //j / �/'/,j / / j, /. m PREPARED BY 3"GRAPHITE EP5 IN5ULATlON O ' / FLUID APPLIED VAPOR N i �/ A/R AND WATER BARRIER FOILFA GED ON EXTERIOR -I �.. /Z i / /' 67 AIR GAP 5TRIIC7URAL 57FEL. COLUMN. 5LT7 57RZTZRAL DRANIN65 FOR � PL,4 PAI�ITHR"884�A5TlRONIGORAI 6UARD CIVI L I ` SITEV ADDITIONAL INFO. BY RELIANCE FOUNDRY OR APPROVED EQUAL. " " " 12 GILLETTE AVENUE - ARA ALL G GE DOORS A/R GAP '� 3/ N 3 x 7 x l5 BLOCK 17YP J j \ .\ INTERIOR WALL WYTNE SAYVILLE,NY 11782 M4MFAG71hRED BLOCK WITH T-631.390.5985 C-516.647.0472 % 6"ROUND ALUMIMM DOWNSPOUT FLUID APPLIED VAPOR PERMEABLE FLL15H MORTAR.JOINT, MORTAR FROM ROOF ABOVE TO 5TORM 4144 AIR AND HATER BARRIER. COLOR TO MATCH BLOCK. tjf@civilinsites.com WA7ER COLLECTION 5Y5TEM. - 5EE ROOF PLAN ON 5HEET A-104 3 T x 7 "x 15 J"BLOCK -5/a" 5 " " " ;- AND CIVIL DRAWINGS FOR 3"GRAPHITFEP5 INSULATION INTERI(7R{VALL STRUCTURAL ENGINEER- 5 x 7 /8 x 2/4 BRICK l ADDITIONAL INFO IIOIIMANN BARNARD AD.AUSTABLE.JOINT FOIL FACED ON EXTERIOR (R-15) REINFORCEMENT 170-2X 5.1.5. TRU55 f " = EYE-WIRE MASONRYET6O.G. J.P O N T I E R I, P.E , D.P.C. 3 5/8"x 7 5/8"x 2 Y4 BRICK P VERTICAL � l LEiwlH7szseEeroG ENGINEERING & CONSULTING I HOHMANN f BARNARD AD.1/STABLE.blNr 5PECIFIGATION5 FOR ADDITIONAL. INFO. (rYP) CONCAVE MORTAR.JOINT. EXP05E9 57EEL BRACING. 5EE REINFORCEMENT 170-2X 515. TQU55 /N 3N 7!;/8N COLOR TO BE SELECTED 5TRUC7URAL DRANINC75 FOR EYE-HIRE MA50NRY TIE5 AT l6"O.C. 16 Commercial Blvd. ADDITIONAL INFO. VERTICAL AND HORIZONTAL. COORDINATE l 3/4" LEG HOOK WITH CAVITY 51ZE5. REFER TO 35/B"x 7$/e"x2%4"BRICK Suite 1A ' I" 5/6 3" 5/6 SPEGIFIGATlONS FOR ADDITIONAL INFO. (rYPJ l'-4" 6"ROUND ALUMl1�JMDOWNSPOUT FROM Medford, NY 11763-7 R ABOVE 5Y5TETM HA 7ER GOCFJ1 SEE ROOF PLAN 631.320.1040 telephone ON SHIT A-104 AND CIVIL DRAWINGS FOR ADDITIONAL INFO. Office@jp-ce.com CONSULTING ENGINEERS MECHANICAL ENGINEER: 1404 SCALE. 1112"- /'-0` SCALE: 11/2"- l'-0" ./ A B�D I/AL.L f 1112"— /'-0" It P\\ ,, - 0 DATA DRIVEN DESIGN qN 1,3N 6"ROUND ALUMIWM DOWNSPOUT FROM KA R B O N ENGINEERING ROOF ABOVE TO 5TORM WATER SERVICES COLLECTION 5Y57EM. SEE ROOF PLAN ON 5HEET A-104 AND CIVIL DRAXIN575 344 RARITAN CENTER PARKWAY FOR ADDITIONAL INFO. EDISON, NJ 08837 (732) 710-4000 TEL (877) 703-9956 FAX N ` j 5TRU67URAL 57EEL. COLUMN. 51.E / u\i 5TRUGTURAL DRAWINGS FOR 2 3/4" ADDITIONAL INFO. 3 7' "x 7 "x 15 i"BLOCK j I/2" / N INTERIOR WALL WYTEE m CONCAVE MORTAR JOINT. 1 j COLOR TO BE 5ELE5T?9. HOHMANN if BARNAR9 Ao-MTABLE.JOINT Q 3 x 7$/e"x 2!14 BRICK REINFORCEMENT 170-2X 5.1.5. 7RL155 EYE-WIRE MA5ONRY 7/E5 AT I6"O.G. VERrIGAL AND HORIZONTAL. COORDINATE LEG HOOK WITH CAVITY 51ZE5. - — I?EFER TO SPECIFICATIONS FOR ADDITIONAL INFO. (IYP) HOHMANN if BARNARD AD.IUSTABLE.JOINT REINFORCEMENT 170-2X 5.1.5. TRUSS f LU1D APPLIED VAPOR PERMEABLE EYE-WIRE MASONRY TIE5 AT 16"O.G. AIR AND WATER BARRIER VERTICAL AND HORIZONTAL. COORDINATE i LEG HOOK WITH CAVITY 51ZE5. - REFER TO 5PECIFIGATICN5 FOR -� �iTZi1GTURAL STgl COL" SEE STRUGTURAL . (TYPJ DRAW1NG5 FOR ADDITIONAL INFO. ADDITIONAL INFO 7 e- 3"GRAPHITE E95 INSULATION FOIL �V FACED ON EXTERIOR (R-l5) / j /4A/ PROVIDE TIE5 WHERE BLOCK i�UT5 COLUMN. (iSGAL E: 1112"= I'-0" MASONRY 50AP5 W/TIE5 AT COLUMN 3/ " CONCAVE MORTAR.JOINT. COLOR TO BE 5ELE57F9. - + 1 N AIR GAP 2,-0N - - - NORTH SEAL: _ ___- 01 C - _ � 5T ZTURAL 5TEEL COLUMN. 5EE 5TRX TURAL +,1rt c3 5/8"x 7$/a"x 2%4"BRICK DRMINC75 FOR ADDITIONAL INFO. LC75ED ELL SPRAY F AM ,?3 "x 7 "x 15 "BLOCK G G O I NTERIOR WALL WY E. ! — ---- — - SUBMISSIONS: 4 - 15,YP05177 5TEEL BRACING. 5EE P.G. PROTECTIVE ENGA5EMENT, 4-0DATE: DESCRIPTION: (- ;z �7RUGTURAL DRAWINGS FOR - HIGH A.F:F: SEE STRIUGTURAL DRAWINGS ADDITIONAL. INFO. FOR ADDITIONAL INFO. a 08/31/2023 YJueD r0 FILING \\ REFER TO DOOR AND HARDWARE Ft t 5CHE9ULE5 ON 5HEET A-601 FOR - w ...,,.. DC709 FRAME,AND HARDWARE INFORMATION AND DETAILS. 5/6 3" 5/6 /" 13/4" _ PROVIDE 6Ox60 FLAT 5URFAGE W/A MAXIKH PITCH OF I:46 AT ALL DOOR5. I _ _ = INTERIOR 7 "x 15 L"BLOCK — L;6:r ALAN A/\ �A l 7 NTERIOR WALL WY7HE / 4SCALE: 11/2"- l'-0" 5CAL.E: 11/2"- I'-O" rt CARD ACCESS. 5EE DC70R - 5CHEDULE DW-7. A-601. t HOHMANN if BARNARD AnJ6TABLE.JOINT MASONRY 50AP5 W/TIE5 REINFORCEMENT 170-2X 51.5. TR 155 AT COLUMN. EYE`IRE MASONRY TIE5 AT 16"O.G. VERTICAL AND HORIZONTAL. COORDINATE PROVIDE TIE5 WHERE BLOCK LEG HOOK WITH CAVITY 51ZE5. REFER TO ABUTS COLUMN (TYPJ SPEGIFIGATIONS FOR ADDITIONAL INFO. (rYPJ INSULATED GARAGE DOOR. 5L�DOOR 5TRUGTURAL 57HI COLUMN. 5EE 5CH69ULE FOR ADDITIONAL. INFO. 5TRUGTURAL DRANING5 FOR ADDITIONAL INFO. FLUID APPLIED VAPOR PERMEABLE GARAGE DOOR TRACK AIR AND WATER BARRIER N0. DATE: DESCRIPTION: A55EMBLYWITH ADJJ5TABLE GARAGE DOOR TRACK A55EMBLY MACK MOUNTS. 5EE SHOP WITH ADUMTABLE TRACK MOUNTS. REVISIONS: DRAWINGS FOR ADDITIONAL 51.E SHOP DRAWINGS FOR CONCAVE MORTAR.JOINT AT BRICK. PROJECT TITLE: INFO ADDITIONAL INFO. COLOR TO BE 5a,65T D r - " 3"6RAPHITE EPS INSULATION FOIL 1 ,75/6' \ - \ FACED ON EXTERIOR (12-15) ---- A/R GAP 3/ p'\� A55EMBLYHITH AD.AJSTABLE t _,_ TRACK MOUNTS. SFf SHOP \ RIA{SFA DRAWINGL. S FOR ADDITIONAL SEAL PROVIDE TIE5 AfERE BLOCK INFO. CUTCHOGUE FIRE DISTRICT IN5ULATED GARAGE DOOR. 5EE ABU5 COL" (rYP) - NEW BUILDING u� - - - - _: = 1 t,- -r y ST?lAGTIJRAL 5TEF11GOLLIMN SEE FFOLK RD. DOOR 5CI-IEDULE FOR ADDITIONAL -. 260 NEW SU $� a +-+ r _ _ -� � t INFO STRUCTURAL DRAW 5 FOR 4,4H4 \ 4+ -{ �; _. k R/A J^EATtIER SEAL. ADDITIONAL /NFO. -! $1 ;k; ;+' r l t .� =F+ i f; 1 t - + CUTCHOGUE, NY 11935 � -. , irt DISTRICT: SECTION: BLOCK: LOT: 4) IF MAINVFAGT/RED STONE BLOCK 3 5/B"x 7 5/B"x 2%4""BRICK ------ — ----- -- t--- ----- -- - ---------- - WITH FLUSH MORTAR JOINT, _r INSULATED GARAGE DC71OR. SEf DRAWING TITLE: MORTAR CALOR TO MATCH 1 DOOR SCHEDULE FOR ADDITIONAL BLOCK. , \$\ INFO. //2" //2" 3 x 7 x l5 BLOCK PL ATwl7N R-6645 SIRON I GUARD - \ + \ \ + \ + m RIA JITHER SEAL. N N N �.- - _ _- ___ _ _ _ INTERIOR WALL WYTHE. -_ ENLARGED BY RELIA�ERFAOVINDRD�APPROVED EQUAL. m . � L - _ PLAN DETAILS - FLUID APPLIED VAPOR (TYP ALL J R 6645 CA5T IRON CORNER GUARD PERMEABLE N AIR AND WATER BARRIER BYRIE FC7UNDRYWITN 6X6 HOHMANN if BARNARD AD./USTABLE.JOINT 3 j"x 79#x 15 j"BLOCK INTERIOR WALL WYTHE. GALVANIZED STEL. ANGLE TO 46". 3"GRAPHITE E95 IN5ULATION REINFORCEMENT 170 2X 515. TRLl55 FOIL FACED ON EXTERIOR (1z-15) EYE-WIRE MA50NRY TIE5 AT l6"0.C. IL ` AIR GAP VERTICAL AND HORIZONTAL. COORDINATE 1/2" l/2" 112 DATE: NSA PROJECT#: LEG HOOK WI TH CAVI TY 5/ZE5. REFER TO 5FE61FICATION5 FOR ADDITIONAL INFO. (TYPJ 08/31/2023 20-1990 CONCAVE MORTAR.JOINT. COLOR TO BE 5ELEGT� 2=lO" 35/8"X75/e"X2%4"BRICK � SCALE: CONSULTANT PROJECT#: AS NOTED - DRAWN BY: DRAWING NO.: SCALE: 1112'= P-o" 5GALE: CHECK BY: 112' I'-0" JTM A-404 PKG U a U) U W M U Q Z Ld W J U U w 5TEEL BEAM. SEE 5TRIAGTUR4L Z DRANIN65 FOR ADDITIONAL INFO. o (TYP) ARM57RONO 5TABILIZER I I / ; I NEMSCHICK SILVERMAN BAR, OR OTHER 5UlTABLE UISl17E OF STRI.OTIIRE 5Y57EM, TO KEEP PERIMETER ': I I F . 66 EAST MAIN STREET GOMPONENT5 FROM PLAN SPREADING APART. I I PA Phone: 631 5 NEW YORK 11772 I I 2505/62 33MIL 5TEE UNDERSIDE OF STRGIGTURE Phone: 631 563 2130 Fax: 631 563 213 www.nsarchitects.com DEFLECTION TRACK 2505/62-33MIL 57EEL F #12 HANGER WIRE I I (l�LAYER 516"FIRE R4TED ARM57RON6 CRO55 ANCHORED TO :.. I I :.': 6YP BOARD. DEFLECTION TRACK T7EE STRUCTURE ABOVE 'OVAI I METAL 5TUD AND TRACK BRACE A55EMBL.Y AT 32"O.G. I I 2505/62 33MIL 57EEL BRACING 4 I+ + 6005162-33MIL STEEL CEILING ARMSTRONG SHADOW ® l6"O.C. q� I+ + J015T AT 161 O.G. PROVIDE MATCHING TRACKS AT WALL5 MIN. MOLDING I I } CIVIL ENGINEER: AT EACH END OF GEILIN6 8" I I JOISTS. PREPARED BY + 2505162 33MIL 57�L STUDS I I ;; 2505/62 33MIL 5TFEL. 5TUD5 + AT l6"O.G. "�. I I I+ I I ?: AT l6"O.G. I I I i 2505/62-33MIL 57Ea TRACK RM57RON6 5TABILIZER I I :: FLUSH LED RECE55E9 LINEAR 9/e" BAR, OR OTHER�IITABLE `: I 17: LIGHT. 51�D{11G A-llO FGY' �� 5r5 TEM, TO KEEP PERIMETER ARM5TRON6 CRO55 �+ GOMPONENT5 FROM 5PREADIN6 I I ' LIGHTING FIXTURE 5CHEDULE ': APART. I I :.:.:.:.:.. .:.:.:.:.:...:.:.:..•..•...:.:...:.:.:.. .:.:.:.:....:.:...:.:.:.:.:.:...:.:.:.:.:.:...:.:...:...:.:.. .:.:.:.:...:.:...:.:.:.:.:.:.:.....:.:.:.:.:.:.:.. I I •� .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .•..:•:::..:..•::•.•:.�:.:�.�.�.�.�.,.:.•:.:�.�.�.:.:.�.,.�:.�.:�.�.�.�.�.:.:.�.�:.:.:.:.:.:.��:� 12GILLETTEAVENUE R45TRON6 MAIN BEAM :? I 1 i I I SAYVILLE,NY 11782 (l)LAYER 516 FIRE RATED Q Q + + + + ': GYP. BOARD ON UNDER51DE OF T-631.390.5985 I C-516.647.0472 I a I I :': VAR/ES •. r, RCPS tjf@civilinsites.com I I + + + +tz I I 5OFFlT. 2"RECE55E9 LEP DOWNLIGHT. I I VAR/F5 I I EE F . 5EE DWG A-ll0 FOR LIGHTING S/�" " ^ I I : NOTE5: 2505/62 33MIL 57EEL TRACK i ':j PLAN FIXTURESGHEPULEAND STRUCTURAL ENGINEER: I. USE MOISTURE RESISTANT GYP. ARMSTRONG STABILIZER BAt� BOARD ON UNDERSIDE OF GEILIN6 IN MIN. ARMSTRONG SHADOW OR OTHER 5UlTABLE 5Y57EM, LOCATIONS MOLDING / . TO KEEP PERIMETER I I ,.: N LAYER 5/8"FIRE RATES NET AREAS. MIN GOMPONENT5 FROM GYP BOARD ON UNDER51DE of 2. FASGIA/SOFFIT HEIGHT VARIES J.P O N T I E R I, P.E., D.P.C. 5PREADING APART. .: I I VARILES 50FFIT. DEPENDING ON AREAS WHERE ENGINEERING & CONSULTING ai- 5EE RCP5 A55EM13LY 15 LOCATED. NOTE 5OFFIT DEPTH VARIES DEPENDING ON AREA. 16 AC®U5T/CAL_ C /—L IN6 Suite 1A Commercial Blvd. / FERAL 5UPPOR /.� �' ® � . 50)15=/ T 7 1 6�F ��. CEI IN6 Al TH ��5ClL ENL� Medford, NY 11763 5CALE: N75 5CAL.E: I 112'= PPLO" SCALE: N75 631.320.1040 telephone Office@jp-ce.com CONSULTING ENGINEERS MECHANICAL ENGINEER: UNDER51DE OF STRUCTURE HAN61N6 GABLES ALONG THE LENGTH OF THE r" P STRON6BAGK GARRYIN6 CHANNEL. STARTING 2'-0" 6005162-33MIL STEEL GEILIN6 FROM THE EDC-E5 OF THE C-OUP AND THEN 4'-0" O.G. J015T AT I6" O.G. PROVIDE j DATA DRIVEN DE I N MATGHIN6 TRAGK5 AT WALL5 AT EACH END of GEILIN6 JOISTS. KARBON ENGINEERING I I •'• 4" H16H ARMSTRONG AXIOM VECTOR (INVERTED) SERVICES I I ' (1) ONE LAYER OF FIRE RATED %8" 1 I PERIMETER TRIM. GYP. BD. ON UNDERSIDE OF SOFFIT. COLOR: WHITE 344 RA ED SONE NJ 08837RKWAY j AXIOM GR055 TEE CLIP (732) 710-4000 TEL / ;.:: I I ;.•: (AXGGLT) (877) 703-9956 FAX I I 43MIL 5TRON6BAGK GARRYIN6 CHANNELS LOCATED 2'-0" EEE FROM LON6E5T 510E OF THE CLOUD AND AT 4'-0" O.G. UNDER51DE OF 5TRUGTURE ABOVE I MAX THEREAFTER. PLAN 2'-0" ARM5TRON6 DRYWALL GRO55 TEE BETWEEN MAIN m FIRE5TOP AT GEILIN6/WAL.L I I BEAMS. 5EGURE GARRYIN6 .',HANNEL TO GRO55 TEES WITH #8 JOINT. 1 I X 5(6" SHARP POINT STEEL METAL 5GREW INTO HOLES ON EACH GFN WITHIN SPACE 510E OF THE MAIN BEAM. I r . DG FL.EXZONE MAIN BEAM NOTCHED ONTO 5TRON6BAGK I 1 1 EL.EV 8'-6" GARRYIN6 GHANNEL5. MAIN BEAMS PLACED AT 2'-0" O.G. B.0. NEW GEILIN6 0 . _„•r ,a q�,°, 'o -_ ATTACH AXGGLT GLIP TO ENGH END OF EACH MAIN BEAM. I I SECURE EACH CLIP WITH 2 POP-RIVETS OR #8 SHEET METAL ONE L AVER l" TYPE X GYP BD. SHAFT LINER I 15GREW5. I : ...:..:....::.:•.• ::::.::.,::.:: :.:.::.::.::.::::.:::: 2'-0" INSTALL ARM5TRON6 STAG CLIP ONTO GROSS TEES 212CH2034 G-H 57UD®24"O.G. Ir RESILIENT WALL GEILIN6 JOINT I INTERSECTING MAIN BEAM. (PAINTED WHITE). I �:• I I :;: EEE , �/a' GYP. BOARD GEILIN6 2 LAYERS,�" TYPE X GYP. BD. NOTES: PLAN I. GRID SUSPENSION SYSTEM TO ACCOMMODATE 3"OPENINGS FOR I L16HT FIXTURES. SEE L16HT FIXTURE SCHEDULE ON DW6 A-110 FOR ADDITIONAL INFOR'IATION. NOTE: 2. 5/8" DRYWALL, POP RIVET5,5GREW5, AND HARDWARE REQUIRED USE M015TURE RE515TANT 6YP. BOARD ON FOR ATTACHMENT TO THE STRUCTURE ARE NOT INCLUDED. UNDERSIDE OF GEILIN6 IN NET AREAS. CONTRACTOR TO 5UPPLY. 3. BRAGIN6 5Y5TEM GON55TIN6 OF (4) FOUR VERTICAL ME:MBER5 EXTENDIN6 FROM SUPPORT CHANNEL TO STRUCTURE ABOVE EACH CORNER OF CLOUD. MEMBERS P051TIONED AT MAIN BEAM/SUPPORT CHANNEL INTERSECTIONS CLOSEST TO CORNERS OF ASSEMBLY. TWO ADDITIONAL UL DE5I6N V415 5Y5T 5M B DIAGONAL MEMBER5 FASTENED TO BOTTOM OF EACH VERTICAL AND EXTENDED TO STRUCTURE AT ANGLE NOT EXGEEDIN6 45 DE6REE5 FROM HORIZONTAL. THESE MEMBERS ARE PARALLEL TO 51DE5 OF CLOUD. CE/L /A/6 7 1 1N ® � � 1 lN�14 �/7 - HOURT51� CEILlN6 L A I 5CALE: NT.5 56ALE: N.T.5 5GAL.E: N75 NORTH SEAL: j - ;,' C ;. I SUBMISSIONS: DATE: DESCRIPTION: T--� /^ i) ,, 08/.31/2023 U/U�D FOR PILJNG ;: I I ,-`1, '•; I I H55 5X5XI/2. SEE STRUCTURAL DW65 FOR ADDITIONAL I= 1 INFORMATION. I I i BATT INSULATION I I of 600TI62-33MIL STEEL STUD - 6005162-33MIL STEEL BOTTOM V RUNNER - - -- -- ---- ----- - `/ METAL DOSIK CONCRETE 4 I I '•. PaR 5TOF I I STEEL BE4M/BEAM BEYOND. 5EE 577W7URAL DRAININC75 EE FL. FOR ADDITIONAL INFORMATION. PLAN I 6005162-33MIL STEEL GEILIN6 JOIST AT 16" O.G. (l)LAYER 5/8"FIRE RA TEP I I GYP. BOARD. NO. DATE: DESCRIPTION: I I 250T162 33MIL 57ff1 TRAGK5 I I ' BOLTED TO 57EEL BEAM. REVISIONS: I 2505/62 33MIL STEEL STUDS PROJECT TITLE: AT ld" 3"FLUSH L.E17 RECE55ED i I LINEAR LIGHT. 5EE DWG A-110 I I -- FOR LI6HTIN6 FIXTURE ? I I + + 5CHEDULE. I I �+- + L LEY 8'-O" } + B.O. NEW GEILIN6 CUTCHOGUE FIRE DISTRICT NEW BUILDING 260 NEW SUFFOLK RD. I CUTCH , NY 11935 2505/62-33MIL 57FEL. TRACK I I I /6 GAI.(6E BENT CLIP DISTRICT: SECTION: BLOCK: LOT: 1 OVERALL LIGHT FIXTURE 1000 102 6 5 OPENING. DRAWING TITLE: N LAYER 5/8"FIRE RATED I I : GYP. BOARD ON IMER5117E OF :: I I SOFFIT. ENLARGED CEILING DETAILS MFM35R 5 L OUN6E50)=)=1 T � 7 A 14L DATE: NSA PROJECT#: I 5CAL E: 1112"_ l'--0" 08/31/2023 20-1990 SCALE: CONSULTANT PROJECT#: AS NOTED - DRAWN BY: DRAWING NO.: JTM A-406 CHECK BY: PKG U d co U W H 2 U Q Q LULU J 4" POURED GONG. ON METAL DECK. SEE STRUCTURAL DW65. " n n � ,l U is BLOCK FLUSH MORTAR JOINT, TO ARCHITECTURAL ASPHALT 5HIN6LE ROOFING. SEE ROOF /-3" MORTAR COLOR TO MATCH BLOCK. A z CONSTRUCTION PLAN. /_3" k a N SYNTHETIC UNDERLAYMENT. SEE ROOF CONSTRUCTION PLAN. TYPICAL CAVITY WALL ASSEMBLY. 5/8" COX, EXP05L RE-1 PLYW00 . cL S IX FURRING STRIPS AT 24" O.G. WITH I" AIR GAP. Q a 0 N EMS CHICK S ILVERMAN 4:•5/8"� ° 51P5 PANEL 5GREw5 A5 SPECIFIED BY z X 66 EAST MAIN STREET MANUFACTURER, WITH 2" WASHERS ® 12" O.G. IIJ'x23 "x49" MANUFACTURED STONE PATCHOGUE, NEW YORK 11772 10 Y4" SIPS PANEL WITH R-45.3 6P5 INSULATION. y Y� BLOCK. FLUSH MORTAR JOINT,MORTAR COLOR TO MATCH BLOCK. ° V a Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com (3) 2X8 P.T. SILL PLATE MECHANICALLY FASTENED TO ° DEGK/5EAM. GHAMFER SILL PLATE TO PROVIDE 2" MIN. OF , v ° BEARING. SEE STRUCTURALD I y FLUID APPLIED VAPOR X PERMEABLE AIR AND WATER ° RAW NG5 FOR ADDITIONAL X ° BARRIER. INFORMATION. - \ FILL ALL 6AP5 WITH GL05ED CELL SPRAY FOAM INSULATION. , - II ° 3 GRAPHITE EP5 ICE AND WATER SHIELD FROM ROOF EDGE TO 2'-0" r %j, ° INSULATION FOIL FACED ° 15) (R R ERI N EXTERIOR. - INSIDE OF INTERIOR FACE OF EXTERIOR WALL. O ' `: 4" POURED CONCRETE ON METAL DECK. ° ° CIVIL ENGINEER: 140 MPH RATED 8" PAINTED ALUMINUM HALF ROUND - SEE STRUCTURAL DRAWINGS. x AIR GAP ' GUTTER WITH COPPER FINISH. TURN VERTICAL LE6 y, ' OF GUTTER ASSEMBLY BACK ATOP UNDERLAYMENT T` PREPARED BY POUR STOP. SEE STRUCTURAL DWGS. a AND FASTEN TO PLYWOOD. ,i - i ', k MORTAR NET WITH INSECT BARRIER. o y.'X -; i CONTINUOUS. . \ TOP OF ROOF SLAB \ ELEV: 30'1 \ s ' ---- TOP OF SECOND FLOOR SLAB I_ I. - f,-'I` - � ° t; ° LOOSE-FILL MASONRY TOP OF STEEL 319 a v ELEV: 19 O r--\ ° ° ° INSULATION IN ALL ° I ` . \��u��--+ ELEV: 28'1 1 TOP OF STEEL °° ° EMPTY CAVITIES. i PAINTED PVG FASCIA. " ELEV: IS-8 % i ' ° ' �-- COPPER-REINFORCED . -� , a ;,- 12 GILLETTE AVENUE 211 i Y FABRIC THROUGH I � SAYVILLE,NY 11782 P.T WOOD BLOCK MECHANICALLY FASTENED TO ° BLOCK FLA5HIN6. T-631.390.5985 C-516.647.0472 CONCRETE BLOCK. (HILTI OR EG) BEAM/BEAM BEYOND. MAINTAIN 13/4" AIR GAP. SEE STRUCTURAL DRAWINGS. VERTICAL LOUVERED WEEP + tjf@civilinsites.com O - - ------ - / ° HOLE VENTS AT 24" O.G. 7. TOP OF SLAB 4 ° ° STRUCTURAL ENGINEER: HOHMANN AND BARNARD ADJUSTABLE JOINT R1 ° ° ELEV: O'-O" (DATUM) -- ---- REINFORCEMENT 11015.1.5. TRU55 EYE WIRE ' NAVD 88 - 29.0' ° _� J PONTIERI P.E. C. - Y MASONRY TIES AT 16" O.G. HORIZONTALLY AND '� � � ° �. � � -� � 1 1 D.P.D P.T. WOOD SOFFIT AND FASCIA FRAMING BLOCKING A5 VERTICALLY. ENGINEERING & CONSULTING k REQ'D AT 24" OL PROVIDE 51MP50N STRONG TIE FRAMING - I-- • • • CLIPS AND ACCESSORIES AT ALL JOINTS. CONCRETE BLOCK SOAPS. ° REFER TO CIVIL DW55 _ ZA 7 _ m PROVIDE MA50NRY TIES AT STEEL. FOR VARIOUS I I- VENTED PVG SOFFIT. L ° ` EXTERIOR oNDRirI CONDITIONS m = J �; ', Suite 1A 16 Commercial Blvd. SURROUNDING BUILDING. _ MANUFACTURED STONE BLOCK WITH FLUSH MORTAR - � - - - I ..:,�... �.. �' art � �� Medford NY 11763 JOINT. MORTAR COLOR TO MATCH BLOCK. .. , :.` s"< • . .:a .s.....L MANUFACTURED STONE HANSER. A5 SPECIFIED BY - 10 MIL WATER _ TYPICAL CAVITY WALL ASSEMBLY. � ^ qf`: ' ...�• 1 2010c4e 0c tOemCAST STONE MANUFACTURER. VAPOR BARRIER OffiCe �jp le one CONSULTING ENGINEERS rj CONCRETE BLOCK SOAPS. PROVIDE MA50NRY TIES AT STEEL. . ' REINFORCED CONCRETE BLOCK INTERIOR WALL WYTHE AIR SPACE INSULATION, AND 2 THERMOBLOGK W/ L f -. 1 f ' THERMAL BREAK f .. 1: 1 f- ( ( E.. ._I i_.� EXTERIOR BRICK /MANUFACTURED STONE VENEER WYTHE. (TYPICAL CAVITY WALL ASSEMBLY) J J ,w ...� C "C ,\ -mm I--I I I i - 16;- MECHANICAL ENGINEER: BLOCKS .. } ............. { _ mm HOHMANN AND BARNARD ADJUSTABLE JOINT REINFORCEMENT 170-2X 5.1.5. TRU55 EYE WIRE MA50NRY TIES AT 16" O.G. ° 2 II XP5 RI61D HORIZONTALLY AND VERTICALLY. ,_- -__-,. ,_-,..-......._-€-`i '�.. f I i ,_..-'-W......{ i ....�_ ...--. ...-.-. ( !�.� _ � A R ,� •INSULATION CONTINUOUS L_._--_.. ' ,._._.._. /K._� -_........; ,_........... . .._-......-.-.{ ___..., --. -_ _ ....... IS AT SLAB PERIMETER. - ' E -W:: .. RR� (R-12.5) DATA DRIVEN E N P.G. FOUNDATION WALL AND FOOTING. 5EE KARBON ENGINEERING 5CALE: l 1/2"= P-O" 5 ALE: l 1/2"_ P-O" STRUCTURAL DW55 FOR ADDITIONAL - SERVICES INFORMATION. 344 RARITAN CENTER PARKWAY Ll 1 EDISON, NJ 08837 (732) 710-4000 TEL - " (877) 703-9956 FAX 5/5/8 TYPICAL WOOD SOFFIT AND FASCIA FRAMING. 4 SL VENTED PVG SOFFIT. PER SOFFIT DETAIL. `a 5/$• 50LID SURFACE SILL. ELEV:TOP O-4'-6AB J m =J NAVD 88 - 24.5 _ >r ALUMINUM AND GLASS WINDOW. 1 _t SEE WINDOW 5GHEDULE VARIES J 49"X238"X55/8" MANUFACTURED STONE BLOCK. a 3/8" MAX. CAULK WITH BACKER ROD. 5EE 5TRX nRAL DRAHINC75 FLUSH MORTAR JOINT, MORTAR COLOR TO MATCH 6 8 FG AT SILL WITH WATER 6" COMPACTED SAND AND GRAVEL 00, LASHIN BLOCK. t BASE OVER COMPACTED S -BASE.95% MODIFIED PROCTOR DENSITY. r C_ - CUTOFF MASTIC. UB 1 X23 X4/8 MANUFACTURED STONE BLOCK. FLUSH _ - - -- --- MORTAR JOINT, MORTAR COLOR TO MATCH BLOCK. m 4 5/8 . 3" GRAPHITE EP5 INSULATION ASTM D-1551) SEE STRUCTURAL DW65 MANUFACTURED STONE HANSER. A5 SPECIFIED BY FOIL FACED ON EXTERIOR. (R-15) FOR ADDITIONAL INFORMATION. STONE MANUFACTURER. Z/Y MANUFACTURED STONE DRIP k R FIN15HED FLOOR ELEVATION WITHIN TRUCK HOHMANN AND BARNARD ADJUSTABLE JOINT REINFORCEMENT 7F SILL. WITH FLUSH MORTAR BAY AREAS VARIE5. (SLOPED FOR Il0-2X 5.1.5. TRU55 EYE WIRE MASONRY TIES AT I6" O.G. JOINT. MORTAR COLOR TO DRAINAGE) SEE FIRST FLOOR HORIZONTALLY AND VERTICALLY. MATCH BLOGK. R CONSTRUCTION PLAN FOR SLAB PITCHES. ol 24"X23j"X65/8" MANUFACTURED STONE BLOCK. FLUSH MORTAR JOINT, STRUCTURAL DRAWINGS AND FIRST MORTAR COLOR TO MATCH BLOCK. C' l/2" P.G. SLAB ON GRADE. SEE 4Y8"X23j"X15/8" MANUFACTURED STONE BLOCK. FLUSH NOTE: MORTAR JOINT, MORTAR COLOR TO MATCH BLOCK. SEE WINDOW SILL DETAILS ON DWS A-602 m " FLOOR CONSTRUCTION PLAN FOR FOR ADDITIONAL INFO. aW 5•$� ADDITIONAL INFORMATION. VERTICAL LOUVERED WEEP HOLE VENTS AT 24 O.G. ` ) v, I I"X235/8"X5%" MANUFACTURED STONE GOPPNFORGED FABRIG THROUGH BLOCK FLA5HIN5. BLOCK WITH FLUSH MORTAR JOINT. ER-REI MORTAR COLOR TO MATCH BLOCK. I � STEEL LINTEL. SEE STRUCTURAL DRAWINGS. COPPER-REINFORCED FABRIC r�ri ® /� ®® /� / THROUGH BLOCK FLA5HIN6. FURRING WALL. SEE FLOOR PLANS AND WALL TYPES. HOHMANN AND BARNARD ADJUSTABLE JOINT REINFORCEMENT Il0-2X 5.1.5. TRUSS EYE 5GALE: / //2" _ P-O' WIRE MASONRY TIES AT 16" O.G. - ALUMINUM AND 6LA55 WINDOW. HORIZONTALLY AND VERTICALLY. SEE WINDOW SCHEDULE NOTE: 13/4' AIR GAP NORTH SEAL: f1 J BEAD AND CAULK. SEE WINDOW DETAILS ON DW6 A-602 FOR FLUID APPLIED VAPOR PERMEABLE AIR AND WATER BARRIER. ADDITIONAL INFO. RETURN 6YP.BD. TO WINDOW FRAME. FURRING WALL. SEE FLOOR PLANS AND PARTITION TYPES. PROVIDE 1/8" METAL HAT CHANNELS. ,` ;',g�j,•I;; _ y';,• 1 ll 4L AL� 126 IL_ !•.A, ✓ 5Gr4LE: l 1/2"= l'-0" � '- � 5GALE: l 1/2"_ l'-O" SUBMISSIONS: //2" //2" DATE: DESCRIPTION: 11� 08/51/2025 )//UED FOR rILI/1G IL SEE WALL SECTIONS FOR WALL v Z INSULATED OVERHEAD GARAGE DOOR AND TRACK. ASSEMBLY INFORMATION. m o = m u MANUFACTURED STONE BLOCK WITH FLUSH MORTAR JOINT, MORTAR COLOR TO MATCH BLOCK. 4" POURED CONCRETE ON METAL DECK. + POUR STOP,SEE STRUCTURAL DRAWINGS. FIN15HED FLOOR ELEVATION WITHIN TRUCK BAY AREAS VARIE5. (SLOPED FOR rk TOP OF SECOND FLOOR SLAB DRAINAGE) SEE FIRST FLOOR ELEV: 19'-O" , j° CONSTRUCTION PLAN FOR SLAB PITCHES. AK TOP OF STEEL ^ ' DOOR SWEEPS A5 SPECIFIED BY S °� I GARAGE DOOR MANUFACTURER. NV ELEV: 18'-8" BEAM /BEAM BEYOND. SEE STRUCTURAL PLANS. 1 _ PROVIDE GEMENT PARC71NO ON EXPOSED EXTERIOR 5URFAGE5 OF POURED CONCRETE FOUNDATION WALLS. FLUID APPLIED VAPOR PERMEABLE AIR AND WATER BARRIER. + tf ROUND OFF EDGE OF GARAGE BAY FOR SLAB AT +' IX XI2 X� STEEL PLATE AND STEEL CLEAT FOR EXTERIOR DOORS, I" RADIUS. GARAGE DOOR SPRING MOUNTING, BY 6G. - - J 1/2" PRE-MOLDED JOINT FILLER. + NOTE: v' - ----- ---- - SEE WINDOW 5GHEDULE ON DW6 A-602 FOR ! MORTAR NET WITH INSECT BARRIER. CONTINUOUS. REFER TO CIVIL DW65 FOR VARIOUS EXTERIOR ADDITIONAL INFO. 6ARA6E DOOR TOR51ON 5PRIN6 BY 6ARA67E6RADE CONDITIONS SURROUNDING BUILDING. + ! DOOR MANUFACTURER. j - TOP OF FLOOR SLAB ALUMINUM AND 6LA55 WINDOW. MANUFACTURED STONE HANGER. A5 ELEV: 0'-0" (DATUM) - — SEE WINDOW SCHEDULE SPECIFIED BY STONE MANUFACTURER. NAVD 88 - 29.0' 0 " MAX. CAULK WITH BACKER ROD. NO. DATE: DESCRIPTION: 1'-0 Y"X23Y"X55/" MANUFACTURED T - ORS REVISIONS: 2 8 8 • � TOP OF SLAB AT GARAGE DO J _h STONE BLOCK. FLUSH MORTAR _ _ _ FLASHING AT SILL WITH WATER ! ELEV: O 4 CUTOFF MA5TIG. PROJECT TITLE: JOINT, MORTAR COLOR TO MATCH BLOCK. I" GRAPHITE EP5 INSULATION _3 - 1 • • • FOIL FACED ON EXTERIOR. (R-15) VERTICAL LOUVERED WEEP HOLE j VENTS AT 24" O.G. - J - TOP OF SECOND FLOOR SLAB (BEYOND) 2-o " ELEV: 19'-0" MIN. As TOP OF STEEL GOPPER-REINFORGED FABRIC - ELEV. I8-8 CUTCHOGUE FIRE DISTRICT _. THROUGH BLOCK FLASHING. MANUFACTURED STONE HANGER. ,- _ 1s1 • • •- � NEW BUILDING _79 GER. A5 • • • - I MASONRY PIN WELDED TO UNDERSIDE OF ,, :' „ .., '� � j SPECIFIED BY STONE MANUFACTURER. Y II 260 NEW SUFFOLK RD. � I I EVERED ..!.—........... 3 ..._I ...... PINNED SACTURED STONE. SEE , - _�• , ...—,.......{ ._.... I_..-..-(---- _.._..,..,...- E... ..:... <.-... -•E '.1..--_.--..moi--.I....., E E.�......._. r N . CUTCHOGUE, NY 11935 EXTERIOR P.G. SLAB ON GRADE. SEE STRUCTURAL DW65 FOR ADDITIONAL _, ' �- CIVIL DW65 FOR ADDITIONAL INFO. - -_ # -- ! i - ' :- I I- '- -I I . 45/8 INFO. FLUID APPLIED VAPOR PERMEABLE AIR DISTRICT: SECTION. BLOCK: LOT: CURVED STEEL LINTEL BEAM AND PLATE. 5EE 12" REINFORCED P.G. SLAB ON GRADE. --•--' 1000 102 6 5 STRUCTURAL PLANS FOR ADDITIONAL INFORMATION. j SEE STRUCTURAL DRAWINGS. $=+ -, - AND WATER BARRIER. 6ALVANIZED STEEL GARAGE DOOR TRACK BY =I i MANUFACTURED STONE BLOCK. FLUSH '' MORTAR JOINT,MORTAR COLOR TO _ DRAWING TITLE: GARAGE DOOR MANUFACTURER. 2 Y2 XP5 RIVP INSULATION PINNED MANUFACTURED STONE LINTEL I _ CONTINUOUS AT SLAB ;� MATCH BLOCK. PERIMETER. (R-12.5) 3" GRAPHITE EP5 INSULATION FOIL FACED ON EXTERIOR. (R-15) CLADDING BLOCK WITH FLUSH MORTAR JOINT, � ' �� + -- MORTAR COLOR TO MATCH BLOCK. PSECTION DETAILS .G. FOUNDATION WALL AND FOOTING. TYPICAL MASONRY SOAPS WITH TIES. SEE 5TRUGTURAL DW65 FOR INSULATED OVERHEAD ADDITIONAL INFORMATION. GARAGE DOOR AND TRACK. j ADD TIOEAL T STRUCTURAL PLANS FOR I I + N. 6" COMPACTED SAND AND GRAVEL BASE OVER COPPER-REINFORCED FABRIC COMPACTED SUB-BASE. (95% MODIFIED PROCTOR THROUGH BLOCK FLA5HIN6. NOTE: f y '_, ' DENSITY. ASTM D-1551) SEE STRUCTURAL DW65 FOR -' I SEE 6ARA5E ELEVATIONS ON DW6 A-603. ____._._.____.______ LINTEL. SEE STRUCTURAL PLANS FOR DATE: NSA PROJECT#: ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 08/31/2023 20-1990 i P.G. 5LA5 ON GRADE. SEE STRUCTURAL DRAWIN65 AND SCALE: CONSULTANT PROJECT#: FIRST FLOOR CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION. ALUMINUM AND GLASS WINDOW. AS NOTED _ FU SEE WINDOW SCHEDULE IOMIL WATERNAPOR BARRIER DRAWN BY: DRAWING NO.: = A C7"= �00)1? � 7 1;EzrA/�L CA = A� ®®� T)qA Y5T/(V Y IL /' ��/ Y ®/' / IL_ JTM CHECK BY: A-407 5CALE: l 1/2"- l'-O" $GALE: l l/2"= l'-O" 5CALE: l 112"- P-O" PKG U a U FW- U Q Z LU W J_ U U M W Z M (yL O N F /'-4" 0 o NEMSCHICK SILVERMAN v -J 66 EAST MAIN STREET CL j PATCHOGUE NEW YORK 11772 Phone: 631 5632130 Fax: 631 5632139 www.nsarchitects.com I F SOLID 5URFAGE SILL FU SEE ARCHITECTURAL PLANS AND FINISH SCHEDULE SHEET BLACK ANODIZED, HEMMED, BENT FLA5HIN6 WITH GAULKIN6. d 4 FOR WALL /PARTITION ASSEMBLIES. TYP. X, MAX. CAULK WITH BACKER ROD. 4" POURED CONCRETE ON METAL DECK. (SEE STRUCTURAL DW65) % d FLASHING AT SILL WITH WATER j GUTOFF MA5TIG. POUR STOP. (5EE STRUCTURAL DW65) - 1_7 �" MAX. CAULK WITH BACKER ROD. I CL CIVIL ENGINEER: PREPARED BY 2"X23/8"X6%8' MANUFACTURED STONE BLOCK WITH �` 21/4"X23%8'X85/e" MANUFACTURED STONE /=3 DRIP SILL. FLUSH MORTAR JOINT, MORTAR COLOR TO i 1 BLOCK. FLUSH MORTAR JOINT,MORTAR 6112 MATGH BLOGK. ° COLOR TO MATCH BLOCK. PITGH AWAY FROM WINDOW. �"R j 1 j •, -- aC �j �j s ,� d � '.. • 8"5/8"..• p/ �•, '; TOP OF SECOND FLOOR SLAB —_ —.— N �j ELEV: IQ—O B 5/8 •• `1 wz j j °J BLOCKINS AS REQUIRED TOP OF STEEL mel •• d ELEV: IS'-8" _ ---- --- .--- - _ - ---- -- _ 5//8" V/ ° LL m I I 12 GILLETTE AVENUE _ >r Jr b/8" 1 d O j V j SAYVILLE,NY 11782 uR BLOCK. FLUSH MORTAR JOINT,MORTAR T-631.390.5985 C-516.647 .04724 II/e' MANUFACTURED 5TO 01 • COLOR TO MATGH BLOCK. tjf(aDcivilinsites.com 7%8"X25%'X55/8" MANUFACTURED STONE BLOCK WITH DRIP SILL. FLUSH MORTAR JOINTS,MORTAR COLOR d ° I3/4° AIR GAP ° TO MATGH BLOCK. FIXED ALUMINUM WINDOW WITH DOUBLE 3" GRAPHITE EP5 INSULATION FOIL PANE INSULATED 6LA55 TYP. STRUCTURAL ENGINEER:�. ' III I CAST MANUFAGTURED HANGER. A5 FACED ON EXTERIOR. (R-15) d SPECIFIED BY STONE MANUFACTURER. - J.P O N T I E R I, P.E., D.P.C. 5 5 5 '4. /g" . FLUID APPLIED VAPOR PERMEABLE SOLID SURFACE SILL. 2-2 /8 X23/8 X4/8 MANUFACTURED STONE BLOCK ENGINEERING & CONSULTING WITH DRIP SILL. FLUSH MORTAR JOINTS, MORTAR = AIR AND WATER BARRIER. j COLOR TO MATGH BLOCK. m <. = <' HOHMANN AND BARNARD ADJUSTABLE JOINT a c1 BLAGK ANODIZED,HEMMED, BENT FLA5HIN6 WITH GAULKIN6. BEAM /BEAM BEYOND. SEE STRUCTURAL = REINFORCEMENT 170-2X 5.1.5. TRU55 EYE WIRE MA50NRY 14 16 Commercial Blvd. PLANS FOR ADDITIONAL INFORMATION. TIES AT 16" O.G. HORIZONTALLY AND VERTICALLY. 6ARA6E DOOR TORSION 5PRIN6 BY 6ARA6E N d FLA5HIN6 AT SILL WITH WATER Suite 1A I I,I - SEE ARCHITECTURAL PLANS AND FINISH SCHEDULE SHEET '_ FOR WALL /PARTITION ASSEMBLIES. TYP. ' CUTOFF MASTIC. Medford, NY 11763 DOOR MANUFACTURER. � MAX. CAULK WITH BACKER ROD. II I , • IX"XI2"i STEEL PLATE AND STEEL CLEAT FOR = 631.320.1040 telephone GARAGE DOOR SPRING MOUNTING, BY GG. MORTAR NET WITH INSECT BARRIER. GONTINUOU5. Office -ce.com @ pCONSULTING ENGINEERS d� . '93/16"•• � l • MANUFACTURED STONE HANGER. A5 SPECIFIED BY STONE MANUFACTURER. 4p = MECHANICAL ENGINEER: MORTAR NET WITH IN5EGT BARRIER. CONTINUOUS. VERTIGAL LOUVERED WEEP HOLE VENTS AT 24" O.G. — MANUFAGTURED STONE HANGER. AS PHITE EP5 INSULATION FOIL FAGED ON EXTERIOR. (R-15) SPECIFIED BY STONE MANUFACTURER. GOPPER-REINFORGED FABRIC 3" GRA ON THROUGH BLOCK FLA5HIN6. j , F , 0 , HOHMANN AND BARNARD ADJUSTABLE JOINT DATA DRIVEN DESIGN TOP OF FLOOR SLAB GOPPER-REINFORGED FABRIC " 4 3/16 . 70-2X 5.1.5. TRUSS EYE WIRE ) ELEV: ii (DATUM) Q REINFORCEMENT 1THROUGH BLOGK FLA5HING. ( 0 ) j KARBON ENGINEERING MASONRY TIES AT I6 O.G. HORIZONTALLY AND NAVD SS - 29.0 VERTICALLY. j j j SERVICES 6/8 X23/8 X4/ CAST STONE BLOCK WITH DRIP SILL. —iMANUFACTURED STONE BLOCK WITH FLUSH ORTAR -.-.-- e -0'4" 1 M II 5 „ 5 „ 5 „ \\- TOP OF 5 JOINT, MORTAR GOLOR TO MATGH BLOGK. 344 R PARKWAY \ RITAN CENTER FLUSH MORTAR JOINT MORTAR EDISO J 08 ELEV: DATUM _i l �.,: ( ) _: ' _ _: N N 837 COLOR TO MATGH = ± BLOCK. -: I ,.. `\ ... MORTAR ) cp 1 _, > r� f>` MANUFACTURED STONE BLOCK WITH FLUSH M 45/8" '- .•_ '�- :,, �- JOINT, MORTAR COLOR TO MATGH BLOCK. ........� �'.: . r., 7 03-9956 FAX 710-4000 TEL ) REFER TO CIVIL DW55 FOR VARIOUS EXTERIOR T VERTICAL LOUVERED P L WEE HOLE VENTS AT 24 O.G. --' b �j GRADE CONDITIONS SURROUNDING BUILDING. t , s it I COPPER REINFORCED FABRIC + iii ' TI fROU6H BLOCK FLASHING. �� � ..; . �. DOUBLE I - 2 THERMOBLOGK THERMAL BREAK BLOCKS �. mm FIXED ALUMINUM WINDOW WITH .: • . . . ,_, ?..._ :' m__..:.m ...........Y j j PANE INSULATED 6LA55 TYP. MA50NRY PIN WELDED TO UNDERSIDE OF I" GANTILEVERED STEEL PLATE AND PINNED TO GAST I... STONE. SEE STRUCTURAL DW65 FOR ADDITIONAL INFO "- - I i. - _ I :--:: _- . i I ' i , _....... ; 1 2 XPS RI61D INSULATION CONTINUOUS MANUFACTURED STONE BLOCK WITH FLUSH MORTAR �, JOINT, MORTAR COLOR TO MATGH BLOCK. 2'-0" L - AT SLAB PERIMETER. (R-12.5) t MIN. �- ----_a I ! I INSULATED OVERHEAD 6ARA6E DOOR AND TRACK. i GALVANIZED STEEL 6ARA6E DOOR TRAGK BY # = 6ARA67E DOOR MANUFACTURER. P.G. SLAB ON GRADE. SEE STRUCTURAL DRAWINGS J AND FIRST FLOOR GON5TRUGTION PLAN FOR ADDITIONAL INFORMATION. J 4" COMPACTED SAND AND GRAVEL BASE OVER COMPACTED SUB-BASE. (95% MODIFIED PROCTOR I 5DENSITY. ASTM D-1557) SEE STRUCTURAL DW65 FOR ! / II0A CON JFC � A / TH/� � � A)RA� ®® A/� ADDITIONAL INFORMATION. - L- - , 5CALE: l l/2"- l-O P.G. HALL5CALE: l 112"- P-O" DW65 FORATION ADDITIONALAIN ORMATION.SEE STRUCTURAL I VAR/65 5EE 5TRUGTVRAL DRAKIN65 NORTH SEAL: P-4' ol 5CALE. l l/2 - l-0 dOaL � 00 C %1) O ks ' I , , " > t 'OUQD � O i / MORTAR NET WITH INSECT BARRIER. GONTINUOU5. tx VERTIGAL LOUVERED WEEPr. Q u�I / J HOLE VENT5 AT 24" O.G. SUBMISSIONS: ky,` V GOPPER-REINFORGED FABRIC DATE: DESCRIPTION: v � , i ' ✓! ,� I THROUGH BLOCK FLASHING. � I 08/31/2023 I/,/Ur-P rOR I'LOG FLA514IN6 PER ROOF MANUFAGTURER'S j t y` RECOMMENDATIONS AND 5PEGIFIGATION5. $ ti y I" GANTILEVERED STEEL PLATE WELDED TO STEEL BEAM HEADER PER STRUCTURAL DRAWINGS. j I" STEEL PLATE FOR ROOF RAFTER ATTAGHMENT PER 5TRUGTURAL DRAWIN65. TYPICAL ROOF EAVE ASSEMBLY. j (SEE EAVE DETAIL 1,DWG. A-4078 / a , "_" '. . '1 ,; 5TANDIN6 SEA, METAL ROOF PER SPEGIFIGATIONS. Z::5,� v r<, r f v t ,, .' — GONTINUOU5 IGE AND WATER SHIELD HT BY 5RAGE. Y yh CONCRETE MASONRY BLOCK BEYOND. METAL ROOF RAFTERS PER 5TRUGTURAL DRAWIN65. MODULAR BRIGK BEYOND. R-25 UNFAGED BATT INSULATION AT ROOF RAFTERS. l TOP OF ROOF SLAB k .,;� 1 - __ - ~ 1 ELEV: 30-0 ALUMINUM CURTAIN WALL SYSTEM WITH 5/S" DEN5DEGK GOVERBOARD ADHERED TO INSULATION. DOUBLE PANE INSULATED 6LA55, TYP. SEE - ,-- - �•-1: . . MECHANICALLY FASTENED 2 —— — TOP OF STEEL ---- - -- WINDOW SCHEDULE FOR ADDITIONAL THICK RIGID INSULATION. i L .'+ , ,PYA . '. _ { - = " ELEV: 26-8" INFORMATION. 50LID SURFAGE SILL. - Y- - GORRU6ATED METAL DEGKIN6. SEE 5TRUGTURAL DRAWIN55. L005E-FILL MA50NRY INSULATION IN ALL EMPTY CAVITIES. '= 6" MIN. METAL ROOF RAFTERS. r SEE STRUCTURAL DRAWIN65. 7 j VENTED PVG SOFFIT. PER SOFFIT DETAIL - --- --- C_ EXTEND INSULATION THROUGH RAFTERS,FILL V0105 WITH BATT BLOCKING WITH BACKER ROD AND INSULATION AND FOIL FACED TAPE AT JOINTS. ENSURE CONTINUOUS NO. DATE: DESCRIPTION: 4%8"X23%8"X7Y8' MANUFACTURED STONE BLO __ GAULKIN6. _ [ INSULATION TIGHT TO UNDERSIDE OF DECK. = X X REVISIONS: WITH DRIP EDGE. FLUSH MORTAR JOINT, MORTAR PROJECT TITLE: = - r���R - X COLOR TO MATGH BLOCK. 2Y4'X23%8"X93/8" MANUFAGTURED h ✓ /8" "I STONE BLOCK. FLUSH MORTAR q 3/8"' BENT METAL CLIPS AT EACH JOIST. TYP. l=2 7/8" H8B 270-2X LADDER EYE-WIRE ADJUSTABLE b JOINT,MORTAR COLOR TO MATGH = JOINT REINFORGEMENT. - BLOCK. m STEEL STUDS AT 16" O.G. 103/8"X235/8"X45/8" MANUFACTURED STONE BLOC i�°R ----- WITH DRIP EDGE. FLUSH MORTAR JOINT,MORTARer FLASHING AT SILL WITH WATER PAINTED PVG SOFFIT AND FASCIA. COLOR TO MATGH BLOCK. _ CUTOFF MA5TIG. � •4•✓/8' _ - , , _ :.51/8" . o V PAINTED PVG. TYP. 3 y2" RIGID INSULATION. /8 BLOGKINS WITH BACKER ROD AND - CUTCHOGUE FIRE DISTRICT _ HOHMANN AND BARNARD J + GAULKINS ON BOTH SIDES. t= ADJUSTABLE JOINT ` ° — NEW BUILDING REINFORCEMENT 170-2X 5.1.5. T JJ55 EYE WIRE MA50NRY TIES AT BUILT-UP METAL HEADER, WITH 81610 INSULATION 260 NEW SUFFOLK RD. I6 O.G. HORIZONTALLY AND INSERT PER STRUCTURAL DRAWIN65. CUTCHOGUE, NY 11935 ALUMINUM GURTAIN WALL SYSTEM WITH VERTIGALLY. + C,. . TYP DOUBLE PANE INSULATED 6LA55, TYP. SEE -- PAINTED PVDISTRICT: SECTION: BLOCK: LOT: WINDOW SCHEDULE FOR ADDITIONAL 1 t INFORMATION. 1000 102 6 5 CONCRETE MA50NRY BLOCK BEYOND. y DRAWING TITLE: WINDOW/WINDOW BEYOND. SEE ARGHITEGTURAL MODULAR BRIGK BEYOND. J PLANS AND WINDOW SCHEDULE. +1T SECTION DETAILS I r- /- DATE: NSA PROJECT#: CURTAIN AALLll�f4L CUR // Y ;NAL / / l '1 � A L ®_4L A ® ��i l 08/31/2023 20-1990 ��. / 112'- /I-0" � 5CALE. /112'- /,-0" � 5CALE. //�"- //-0" SCALE: CONSULTANT PROJECT#: AS NOTED - DRAWN BY: DRAWING NO.: JTMA-408 CHECK BY: PKG U a r U w I H x U Q I Z LU 40TE: PROVIDE ALL NECE55ARY COUNTER FLA5HIN6, o _45HIN6,AND SEALANTS AROUND RAIL A55EMBLY TO 51~ ARCHITECTURAL PLANS AND FINISH SCHEDULE N5UR= A WATERTIGHT INSTALLATION. SHEET FOR WALL /PARTITION A55EMBLIE5. TYP. x o HOHMANN AND BARNARD ADJUSTABLE JOINT Z R3NFORGEMENT I10-2X 5.1.5. TRU55 EYE WIRE MA50NRY o K'TERIOR BUILDING WALL BEYOND, SEE FLOOR PLANS. TIES AT 16" O.G. HORIZONTALLY AND VERTICALLY. o 2"H MIN. 5TAINLE55 STEEL 6UARDRAIL. HORIZ. 5TAINLE55 FLUID APPLIED VAPOR PERMEABLE AIR AND a I FEEL GABLE5 PLACED TO NOT ALLOW PA55I OF A 4" WATER BARRIER.WBARRIER. N E M S C H I C K S I L V E RM AN 'HERE. GUARDRAIL TO BE SLEEVED AND BOLTED TO SLAB. 0 3"GRAPHITE EP5 INSULATION 2' FOIL FACED ON EXTERIOR. (R-15) /'/ 66 EAST MAIN STREET OOR BEYOND, SEE FLOOR PLANS AND DOOR SCHEDULE. - PATCHOGUE, NEW YORK 11772 = AIR 6APa ° Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com s/e" x l /e 5 " x y4" BRICK MODIFIED BITUMEN ROOFING SYSTEM (SEE ' JSTOM COLOR, HANOVER GUARDIAN ROOF PAVER ih 3 , 2 SPEGIFIGATIONS) CONSISTING OF BASE '(STEM. WITH 24"1 HANOVER GUARDIAN PAVERS GCPPER-REINFORGED FABRIC SHEET, GAP SHEET WITH WHITE GRANULAR /5GORE. PER MANUFACTURER'S RECOMMENDATIONS AND o THROUGH FfiN6. BLOCK FLAS ; //, SURFACE, AND MULTI-LAYERS OF PERIMETER PI'ECS. ALIGN FINISH HEIGHT WFINISH 2ND FLOOR. VERTICAL LOUVERED WEEP FLEXIBLE FLASHING SET IN BEDS OF WATER ATERPROOFIN6 MEMBRANE OVER HOLE VENTS AT 24" O.G. NPERED, SECOND LAYER OF INSULATION. o / ° GUT-OFF MASTIC. HANOVER 2 PIECE COUNTER FLASHING PER X DENS DECK COVER BOARD ADHERED TO /=3" WERED, SECOND LAYER OF INSULATION MANUFACTURER'S RECOMMENDATIONS AND SPECS. )LLY ADHERED TO FIRST. GHARGOAL COLOR HANOVER 6UARDIAN PEDESTALINSULATION. v o TAPERED INSULATION ADHERED TO SECOND. ASE LAYER OF INSULATION MECHANICALLY 5r:)TEM PER MANUFAGTUR=R'S R=GOMMENDATIONS AND CIVIL ENGINEER: ��, a a m 45TENED TO DECK PER MANUFACTURER'S 5P_G5. PROVIDE ROOF SYSTEM WALK PADS OR / SECOND LAYER OF INSULATION ADHERED T s l PREPARED BY MANUFACTURER RECOMMENDED ROOF 5Y5TEM FIRST. EGOMMENDATIONS AND SPEGIFIGATIONS. o k. ° BASE LAYER OF INSULATION MECHANICALLY s PROTECTION TO RECEIVE PAVER SYSTEM PEDESTALS. �� HARGOAL COLOR, HANOVER GUARDIAN PEDESTAL 5Y5TEM PER ,.' �z ANUFACTURER'S RECOMMENDATIONS AND SPECS. PROVIDE ROOF CUSTOM COLOR,HANOVER GUARDIAN ROOF PAYER > FASTENED TO DECK PER MANUFACTURER'S WINDOW/WINDOW BEYOND. SEE ARCHITECTURAL o 5Y"7TEM. WITH 24"x36" HANOVER GUARDIAN PAVERS ° RECOMMENDATIONS AND 5PEGIFIGATION5. PLANS AND WINDOW SGHEDULE. '(STEM WALK PADS OR MANUFACTURER RECOMMENDED ROOF W/5GORE. PER MANUFACTURER'S R=GOMMENDATION5 AND +- ' '(STEM PROTECTION TO RECEIVE PAVER SYSTEM PEDESTALS. 51 ALIGN FIN15H HE16HT WITH FIN15H 2ND FLOOR. r J ROOFIN6 SYSTEM SEALANT,TYP. SOLID SURFACE SILL. EN5 DECK COVER BOARD ADHERED TO INSULATION. TOP OF SECOND FLOOR SLAB/TOP OF PAVERS _ � - TEEL SLEEVE FOR GUARDRAIL. � ELEV: Iq'-0" � ; / J � � _-r C I L �.. ��. 5 S 5 „ y „ a 060" ALUMINUM GRAVEL STOP VI n BLOCK. FLUSH MORTAR JOINT - - - - + DENS DECK COVER BOARD / ; BL2yax23/8 xq/8 MANUFACTURED STONE OLT SLEEVE/PLATE TO SLAB. W/CONTINUOUS CLEAT ANDIt i WHITE KYNAR 500 FINISH _ _ 2 GILLETTE AVENUE MORTAR COLOR TO MATCH BLOCK. ', --_ ADHERE TO INSULATION. " T T ; 1 SAYVILLE,NY 11782 ✓ x - - 15/8"X235/a"X4%a' MANUFACTURED - - - - - ? 9.7/8" �C TOP OF BALCONY SLAB T-63139 - 0472 N ELEV: W-3112" ------ + l - TOP OF BALCONY SLAB _ ELEV: 2q'-10"TOP OF OF DECKING t 0.5985 I C 516.647. STONE BLOCK. FLUSH MORTAR JOINT, . ' x` --- t - - MORTAR COLOR TO MATCH BLOCK. ALUMINUM, 140 MPH H16H WIND tjf@civilinsites.com ' LUMINUM GUTTER WITH FLASHING. SEE ROOF DETAILS FOR ' ' _ ELEV: 18'-3 I/2" - MILLWORK PER MILLWORK OR= INFO. ROOFING SYSTEM OVER TAPERED R=515TANT GUTTER. SEE ROOF PLANS AND DETAIL5. (TYP) ft 4.5109. 4.5/8It- GRAPHITE EPS, INSULATION FOIL FACED ON EXTERIOR. (R-15) ° SE✓OND LAYER OF INSULATION. SEE DETAILS FOR MORE INFO. / STRUCTURAL ENGINEER: R-Iq UNFAGE:D BATT INSULATION. S ;, , ; OUR STOP, SEE STRUCTURAL DW65. ` DY165 A-103 AND A-104 FOR ATTIC - --- --- - - - -- --- - -- --- -- -- - - - PT. WD. BLOCKING FASTENED - Y / 5/8" GYP. BD. - AND ROOF PLANS. TO SUBSTRATE,TYP. J.P O N TI E R I P.E. D.P.C. - COMPOSITE CONCRETE I METAL DECK. TAPERED,SECOND LAYER OF PAINTED PVG FASCIA METAL STUD WALL. _ '(PIGAL MASONRY SOAPS, WITH TIES AT BEAM. INSULATION FULLY ADHERED TO FIRST. BOARD AND FILLER ENGINEERING & CONSULTING %" DENS 5LA55. ° BASE LAYER OF INSULATION STRIP. (PROVIDE �" DRIP) x7 %" x2Y4" BRICK �1 a MECHANICALLY FASTENED TO DECK AIR AND WATER BARRIER. PER MANUFACTURER'S BEAM /BEAM BEYOND PER dR GAP RECOMMENDATIONS AND STRUCTURAL DRAWINGS. 16 COmmerClpl BIVd. AIR 6AP 1 " GRAPHITE EPS, INSULATION FOIL FACED ON EXTERIOR. (R-15) SPEGIFIGATIONS. MASONRY SOAPS W/TIES Suite 1A , 3" 6RAPHITE EPS, INSULATION - LVID APPLIED VAPOR PERMEABLE AIR AND WATER BARRIER. THERMOBLOGK THERMAL BRE ® 16" O.G. TO STEEL. _ IT ,Medford, NY 11763 FOIL FACED ON EXTERIOR. (R-15) /EAM /BEAM BEYOND. - `' BLOCKS. THICKNESS AS, REQUIRED) GOPPER-REINFORGED FABRIC 1 631.320.1040 telephone EE STRUCTURAL DRAWIN65. ° ( THROUGH BLOCK FLASHING. OHMANN AND BARNARD ADJUSTABLE JOINT REINFORGEMENT 4 GOMPO51TE CONCRETE If METAL Office�jp-ce.com CONSULTING ENGINEERS 10-2X 5.1.5. TRU55 EYE WIRE MASONRY TIES AT 16" O.G. - DEraK. SEE STRUCTURAL DRAWIN65. SEE ARCHITECTURAL PLANS AND ORIZONTALLY AND VERTICALLY. FIN15H SCHEDULE SHEET FOR WALL OOSE-FILL MA50NRY INSULATION IN ALL EMPTY GAVITIE5. J BEAM /SEAMS BEYOND. ME RANI AL ENGINEER. /PARTITION ASSEMBLIES. TYP. SE STRUCTURAL DRAWINGS. C C EE ARCHITECTURAL PLANS AND FIN15H SGHEDULE SHEET OR WALL /PARTITION A55EMBLIE5. TYP. ° AL CC/Vs**l E ........... A�L C 01V***lU1L / ,76TA/I j��OE 1:�ETAIL L011" t-L 1( 1,av 1\4\t E3-11� 01\� /ON *l AT AINZ�OA 511 L76TA/L Z�INC7 C(VAIAIECT 4 SCALE: l l/2" _ l'-0" SCALE: 11/2"= l'-0" 5GALE: l 1 "= P-O" "_ " /2 5CALE: 1112 /-O DATA DRIVEN DESIGN KARBON ENGINEERING SERVICES 344 RARITAN CENTER PARKWAY EDISON, NJ 08837 TOP OF ROOF (732) 710-4000 TEL ELEV: 38'1 _ 5/8" TYPE X GYP. BOARD ON (877) 703-9956 FAX BOTH 51DE5. 3" 50 ATTENUATION BATT5. - SOUND ATTE .. ': POUR STOP. 4" COMP051TE CONCRETE j METAL DECK. :. -17 SYNTHETIC UNDER-AYMENT OVER jt GDX EXPOSURE I PLYNI / 3 OOD,ON FURRITRIPS, ®xD 24" O.G.OG5 v - /8 GYP. BOARD FASCIA WITH Q tY 362TI62-33MIL STEEL TOP AND TYPICAL SECOND FLOOR A55EMBLY. s g p v I" MIN. AIR 6AP. BOTTOM RUNNER ON BOTH SIDES OF STEEL BEAM. ION' (R-45) 6RAPHITE EPS, ---- -------------- SIPS ROOF PANEL. ---- TOP O SECOND FLOOR SLAB - - - 362TI62-33MIL STEEL TOP _ STEEL GOLUMN/BEAM BEYOND. TOP OF STEEL RUNNER ANCHORED TO SEE STRUCTURAL DW65 FOR - 8 -- - ROOF A55EMBLY. _ ADDITIONAL INFO. ELEV: IS 7 %8" 6RADE A 5HEATHIN6 m RAILIN6_%W0JNDING �t 3 6RAPHITE EPS, IN 5 SOLATION FOIL � 0 L FACED ON 1 t SOLID WOOD TRIM. EXTERIOR. (R-15) O FLOOR OPENM6. HA T6 4 L LADDER HANDRAIL. =_ 6, - 3 L PRO✓lDE BASE FLAN 362516 EQ STEEL . SO.G. IM WITH SEALANT AND BEAM /$EAM BEYOND. SEE STRUCTURAL DRAWINGS. - BOLTED TO FLOORSTUDSEE BACKER ROD ON 130TH 51DE5. PARTITION TYPES AND c 5TEEL PIPE R41L GUAR STRUCTURAL DW65 FOR � G-STUDS ® I6"O.G• I�9E'CHANICAIL AT PERIMETER OF FLG ADDITIONAL INFORMATION. + - VENTED PVG SOFFIT. 3OI Cl. REQUIRED PE +r 10/52 NYSBG 2020. T1 5 /8 GYP. BOARD ON BOTH \'4 4" _ + SIDES.. NORTH SEAL: REFER TO .- t _ c;- ! _ -41 MANUFACTURERS 3" SOUND ATTENUATION BATT5. 4" FIXED BLACK ANODIZED } J j DETAIL5 AND ALUMINUM FRAME WITH DOUBLE _ m p SPEGIFIGATICNS FOR PANE THERMAL WINDOW WALL. J N = CONNECTION. TYR -' TOP OF SECOND REFER TO HOHMANN AND BARNARD ADJUSTABLE JOINT I FLOOR 5LAB STRI�TURAL REINFORCEMENT 170-2X 5.1.5. TRU55 EYE WIRE ELEV I9'-O" DRAWlN65 FOR MASONRY TIES AT 16" O.G. HORIZONTALLY AND - - - - - - - - - - - - - _ INFORMATION. VERTICALLY. r TYR 2" TRUE HORIZONTAL a PR01/IDE MULLION SET AT 7'-3" A.F.F. SUBMISSIONS: MANUFACTURED STONE HANGER. AS SPECIFIED BY i Y _ MANUFACTURED TO GENTER_INE. STONE MANUFACTURER. I t STANDARD HANDRAIL DATE: DESCRIPTION: I J.iON BOTH 5IDf5 OF 08/31/2023 vmru roa rlunG 5HIP5 LA5D6;?5 IN 1'-115/8"X24"X45/8' MANUFAGTUR=D STONE ARCH ACCORDANCE 6V/1011.1' BLOCK WITH DRIP E06E. FLUSH MORTAR JOINT, MORTAR COLOR TO MATCH BLOCK. j- ; _' $ 10/42 NY5EC 2020. _ t4tl 34"MAX. HAAORAIL H7 Q g n 5 5 - 9 I-5%X23/8 X4/8 MANUFACTURED STONE _ BLOCK EDGE. FLUSH MORTAR JOINT, MORTAR 362TI62-33MIL STEEL u� 5HIP5 LADD6e IN BOTTOM RUNNER ANCHORED \ - � H �\ cp COLOR TO MATCH BLOCK. STEEL LINTEL PER STRUCTURAL DRAWINGS. AGGORDANGEhI'// TO FLOOR ASSEMBLY. 1 1011.15 NYSBG 2020.q 112 4 GOPPER-R=INFORGED FABRIC THROU6H BLOCK FLA5HIN6. I , �' " "MAX RISE. POUR STOP. lo TYP i I VERTICAL LOUVERED WEEP HOLE VENT5 AT 24" O.G. _ _,� STEEL BEAM. SEE 5TRUGTURAL _ DW65 FOR ADDITIONAL MA50NRY PIN WELDED TO BOTTOM OF STEEL ! >s INFORMATION. AND PINNED TO CAST STONE. ' ' F, MULLION SEHORIZONTAL A.F.F. ' 6 1/2" 4" GOMP051TE CONCRETE 4 MANUFACTURED STONE BLOCK MIN. METAL DEGK. TO CENTERLINE. BEYOND. STEEL BEAM BEYOND. = 5TOR. ATT/G AGG555N m �// HALL _ 228 223 ? z 216 1 30 o1G FLOOR SLAG m CLIP TO FLOOR AT BOTH 57RIN6tR5. TOP OF STEEL ELEV: 2q'-S" ki _ NO. DATE: DESCRIPTION: I j REVISIONS: I PROJECT TITLE: BOTTOM PANEL TO BE i OPAGIFIED 6LA55. COLOR AND PATTERN TO BE I -- - SELECTED. AT7 /CAC� �5 5 TA SEC TION I 5CALE: l 1/2"- P-O' 5CALE: 1/2"- l'-0" m i = N i m CUTCHOGUE FIRE DISTRICT 2' T GEILIN6 IN OFFICE - NEW BUILDING X2' AG 51DE. SEE REFLECTED GEILIN6 260 NEW SUFFOLK RD. PLAN FOR ADDITIONAL INFO. %" SHIM WITH SEALANT AND CUTCHOGUE, NY 11935 BACKER ROD ON BOTH 510E5. REGE55ED ROLL-UP FLOOR MAT W/ 362TI62-33MIL STEEL TOP DISTRICT: SECTION: BLOCK: LOT: CARPET ITISERT. RUNNER WELDED TO STEEL BEAM. 1000 102 6 5 FINISHED F=LOOR 3625162-33MIL EQ. STEEL = STUDS ® 16" O.G. 5EE DRAWING TITLE: PARTITION TYPES AND STRUCTURAL DW65 FOR 1 ADDITIONAL INFORMATION. HBI4212 W/.HJNI4 ® 24" O.G. � � �� ' m ! SECTION DETAILS ZL 7\ -A - LEVEL BASE %8" 6YP. BOARD ON BOTH 51DE5.. POUR STOP. -! 4" GOMP051TE CONCRETE 4 METAL DECK.lo _ 3" SOUND ATTENUATION BATT5. STEEL BEAM /BEAM BEYOND. 5EE DATE: NSA PROJECT#: STRUCTURAL DW65 FOR ADDITIONAL 08/31/2023 20-1990 INFORMATION. SCALE: CONSULTANT PROJECT#: SEF PLAN AS NOTED - TION / �j�� / / DRAWN BY: DRAWING NO.: AL<=O�= l 'lA T SEC 7 A ll /YEMO 5 L OUNCE ! BALL 5460 TION COl ' MI.5�1ON 5 64LA�5 AALL SECTIONJTM SCALE: 6'= P-O" 5CALE: l I/2" _ l'-O" � SCALE: l 1/2"= l'-0" CHECK BY: A-409 PKG - __ . . - ____ - d C� (n I— () Ld t- X: 0 . w I 7-2- < � I f- z - I I < I>i��, ..: '-;,�� 11 w � .� ,, ". U-1 — ', I .� . �7. . . _.* .. I. � . " . . .:. . � � � . .. ** '. _ . - .: 1� .i:i I ­. . �.,. :;... . . � . �; . :::,. . � . . :**- . �. , ... �, �: :­ ,:­: .�.,_ . � .'�:� ... .,�: :�� ­;%.. .;;;: ,��.��� ��, ­�� ,v. �All�. i- ., ...'�.._ :,. 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M .: : .� A ....:i I S� , . - : I U) -% :�� . ,V = I I F 1 15 . ...: PATCHOGUE, NEWYORK 11772 � � ", X ,:!.: I ­� : ,V .1 :.. 1, � i:.. � ­� � �:; ­ I .�, �� : : ::. � - ': :::- 4 � �.� . .:. . - :I: ­.: F I ! I I .., .S, ­:�: Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com . I w::� :, . I . � z � i:* . �:� I 2A 1k.. ­� I ::::. 1�1* � ... � I - I: �� , .­i� . I� I 1 5 � . ::."** : . , !� "*\ �,:� /1-511 �: q I - I C. � 5 : U11 ", � I ­:. I e��., I :", 1:: - CD N I .1 .1 ., . - _ - - 11�1 ­:: , I ,�'_11/ I 1* = t I � . 1 : �� - I ..�;. ­:.. C� i.... � L�- .1 . .�� L_ - -:J� - 7-- :1.17 �.�. I= I Lf _­6�_ -1: --_j �, 1� � I * -F_-:I ­ ... I :.. � �: �l ��. /. !.. � � -) ...I 1!��_ ­ \ ­ (H �: \ .. . . � � . IL6" , 0 P-b" k ",*. , � ��. I ql ...k a ; " .. 151".* � . 11 ,11 -�, ,;/ - __ - : !n� , ­ ­ :.. . - �... C ­ ,­*eP . �, � ­ _ - N :: , �:: , , i:�., .:: - ­ ­­ ::w... I . 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I ---.------.- I:EEE I Q, I ' ' ' ---,- I i±H - 14 1 1 I ... t I � �'/7/1 - ......=1 - ' �� 1i 1-� I P�EHJ ...i-----i......F I I M/ E\ IATION AA5HROOV j��LE\ /A T/O/V AA5H )4?(VOM 5LE\ /A TI(VIV JTM 1 � AA5H ROOM = y /-A 20 y /:-1 21 y /'-�1 22 AA-5H Room �=`LEVA T/0N : A-412 5CALE: 112" = P-0" - - ---- 5CALE: 112' = I'-O' - - ----- - -- -5CALE: 112' = /LO' -- -- 5CALE: 112" = P-O" ----- --- -- PKG U a In U H U CrQ Z w W 1 J 5/P5 ROOFING PANEL WITH H16H HOT A/R WELD, 1-1/2" MIN. Y 000, PERFORMANCE 5YNTHETIG UNDERLA*ENT ---- 51f 5 5CRE 6 A5 5PECIFIE9 BY MANUFACTURER 2"RIGID IN5ULATION SEAM FA57ENINO PLATE MAX. 12" O.G. CLAMPING COLLAR 3/4" TO 6" 01 51112" Z TITAN XT LAMINATED A5PHAL..T16 5/8" MODIFIED BITUMEN SYSTEM FULLY 5H/N&±5 BY TAMKO. ADHERED ROOFING 5HIN57L E ROOF UNDERLAYMENT. WATER GUT-OFF o 7 X01. MA5TIG " 5/e"GDXIXP05UREPLYhfD 3IIIIIfI 11111 EMSCHICK SILVERMAN TH RMOPLA5TIG PRE-MOLDED " " PATCHOGUE, NEW YORK 11772 r �x4 P.T. WOOD FURRING 57R1P5 P11�FLASHING 3" 66 EAST MAIN STREET AT 24"O.G. MODIFIS?BITUMEN 5Y57EM FULLY Phone. 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com 5TAINLE55 57fL. R l = EXTEND MODIFIED BITUMEN CLAMPING RING SEAM FA57L7VlNG PL47F 5Y57EM FULLY ADHERED EXTEN510 MAX 12 O.G. 4 ! WATERPROOFING 4'-O"MIN. UP CENTER P5. T-.IOINT R2q ROOF INSULATION ROOF DECK COVERS OVER 5PLICE UNDER GABLE ROOF R29 ROOF IN5ULATION EDGE AT OVERLAP OF HOT A/R WELD, l-l/2" PIPE BOOT FLAN5E : •' METAL 5TUD TRACKS MIN. BEYOND ROOF DECK � FA57FNING PLATES NOTES: 1. REMOVE ALL EX15TlNB LEAD AND FLASHINB MATER/AL BEFORE CIVIL ENGINEER: _ - T y IN5TALLING PRE-MOLDID PIPE FLA5HING. �7E': 2. TiET�PERATURE OF THE PIPE PENETRATION MUST NOT EXCEED l40/&F 1. ON l4EGHANIGALLY FASTENED SYSTEMS, HP-X FASTENERS AND P/RaIVHA PL.47F5 OR HP-X7RA PREPARED BY v - a FA57ENER5 AND PIRANHA XTRA PLATF5 ARE REQUIRED OVER 57EEL AND WOl'7D DEGK5. ON a (60JbG)MEN U5/NB PVC AND I6OlbF(7IJbG)WfEN U51NG 790 FLA5HIN6. CONCRETE DECKS, GD-10 OR HD 14-10 FA5TENER5 ARE V5ED WITH PIRANHA PLATE-5 � 3. PIPE 5F4L MUST HAVE INTACT RIB AT TOP EDGE,REGARDLESS OF 2. PG5/TION SEAM FA57FNIN6 PLATE5 BEYOND NON-REINFORCED ENGAPSUL.ATFD EDGE. DRAIN 4. STALL OF 4 FASTENERS AND PL47F5 AROUND 17 PIPE PIRE DIAMETER. 3. APPROX/MATEL Y//6"(.3mrrd D/AMI=TER BEAD OF G1T-EDGE 5EALAW/5 REQUIRED ON GUTEDGE5 RECEIVER METAL DECK EQUALLY SPACED lF FASTENERS AND PLATES CANNOT BE INSTALLED OF REINFORCED 790 MEMBRANE AND RECOMMENDED ON GUT ED6E5 OF 56W--FLEX PVC WALL BEYOND METAL DECKING UNOERDEGK A5 SHOWN, THEY MAY ALSO BE PG5/TIONED OUTSIDE THE PIPE 4. P#EN USINB 60 OR 60 MIL MEMBRANE,APPLY A 4-112"(ll4ffrO DIAMETER nITJ OPLA5TIC T-JOINT �-+ CLAMP MAJCIMP/M 12 C` O.G. AND FLAShED WITH 77gRMOPLASTIG COVER AT ALL FIELD SPLICE INTERSECTIONS C I V I LF S ITES POLYI50 ROOF INSULATION. SEF ROOF REINFORCED P045RANEICVT E7XE SEALANT. REFER TO DETAIL U-8B. ' GON1PO5/TE METAL DECK{•y/� I 5. INSTALLATION 5HALL_BE IN STRICT AGGORDANGEWl7N ROOFING 5Y57Fh/MAh7JFAG7URER5 PLAN FOR ADDITIONAL INFORMATION 5. PIPE FLASHINB BY PORTALS PLUS OR EQUAL. 12 GILLETTE AVENUE P.G. SLAB NOTE: 5TANDAR9 DETAILS AND 60PELINE5. (SUBMIT 5HOP DRAWINGS) METAL 5TUD5. 6. INSTALLATION SHALL. BE IN 5TRIC T ACCORDANCE N/TH ROOFING SAYVILLE,NY 11782 GUT/FlT RIGID INSULATION A5 REGXJIRED INSTALLATION SHALL BE IN 5TRIC T ACGORDANCEWITH ROOFING 5K5 T64 5Y57FM MANIlFAO7URER5 5TANDARD DETAIL5 AND BUIDELIAE5. TO FILL STUD CA 07Y.LMAM/FAG7URER5 STANDARD DETAILS AND GUIDELINES. (SUBMIT SHOP DRAWINGS). (SUBMIT SHOP DRAWINGS) T-631.390.5985 C-516.647.0472 j 2x/2 P.T. WOOD BLOCK/NG BOLTED tjf@civilinsites.com TO BEAM BELOW 5EE 57RAC7URAL l PLANS FOR ADDITIONAL INFO. STRUCTURAL ENGINEER: ®® I U � � CCN RCCA 126 1L A RCCA L A 1 N ®® � I A 1 F1 F FENETRA 7l C� C®� � 1A IL A � SPI 1646J.PO NTI E RI, P.E., D.P.C. I SCALE: 1"= I'-o" SCALE= 3"= 1'-0" SCALE= 3"_ l'-0" SCALE= 9"_ /'-,O" ENGINEERING & CONSULTING 16 Commercial Blvd. Suite 1A GYPBD. Medford, NY 11763 G-5TUD5 631.320.1040 telephone $/e"DENS&L455 EXTERIOR 5HEA7NlN5. 150LATGRS 5/PLAST ROOF Office@jp-ce.com CONSULTING ENGINEERS A/R AND HATER BARRIER ALONG EXTERIOR FACE OF WALL THYBAR VIBRO- VRB 111 A55EMBLY METAL FACED, IN5ULA7FD PANEL. FLAN6E/GAP FLA5HlNB TO BE REFER TO ATTIC PLAN AND SEGTION5 FOR MORE INFO. 5EATF9 AND 5EALE9 WOOD NAILER MECHANICALENGINEER: ' BONDINB AVHE5/VE 7W0 PIECE FLASHING. /ELECTRIC FOR Tim FORGED BA5 / �� ,k!- TIC REIN / I \ ': ° a ° : rd EXTEND I-JLTI-LA YER BITUMEN ROOFING h1EMBRA�IE `_ 6"MIN. LIP IN5UL4TION AND FL.A5HIN6. EH. - CANT STRIP MASTIC WATERPROOFING. DATA DRIVEN DESIGN d.< METAL GAP OVER 2 X SUPPORT 5EAM FA57FNINB PLATE A. FLAT ROOF SYSTEM. MECHANICALLY FA5TEN MAX. lZ"O.G. B145ELAYEROFIN5UL.ATIONTODECKPERMANU KARBON ENGINEERING RECOMMENDATION5 AND 5PECIFIGATION5. FULLY SERVICES MOT AIR hELD, l-l/2"MIN. \ ADHERE ADDITIONAL LAYERS OF IN5UL ATION TO " GUT EL26E 5EAL.AW FLA5H/N5 COLLAR AT DUCT t- PRE1/lGt'15 LAYER FULLY ADHERE 17EN5 D1=GK HAL KTREAD(GONTINI)OUS BET�EATN SUPPORT RAIL) l/6 MIN /�" PENETRATIONS. 5EE A7TlG PLANS 344 RARITAN CENTER PARKWAY % COVER BOARD TO TOP LAYER OF INSULATION NOTE. MAX 790 hEMBRAIdE AND SECTIONS. EDISON, NJ 08837 TOP WITH TORCH APPLIED, MULTI-LA YER5 INSTALLATION 56ALL BE IN STRICT ACCORDANCE WITH z (732) 710-4000 TEL ° ° d MODIFIED BI7R EN ROOFING 5Y57EM ROOFING 5r570 . M4MFAG7URER5 5TANDARD DETAIL5 (877) 703-9956 FAX ..:...:..•... • :_.. INIULATION AND GUIDELINES. SUBMIT 5HOP PRAW/NG5. ° Vit.: .>• • '°^ :.p:r=y ( ) }1�\ 1' T d e -^r ..to d e a �U q• ° d ° °. ° e L °. �pp d ° e . v d ° v' ° v Y a ° ° a e d ° ° d ....................... a' v d .. T ° SLOTTED METAL DECK NOTE: . ._ .. , - NOTE5; IN5TALLATION 5HALL BE IN 57RICT ACCORDANCE WITH t 1. BEFORE APPLICATION OF PARAPRO FLA5HIN6 MEMBRANE, PRO PA57E 5HOUL 2 BE U5E D TO FILL VOID5 WHERE ROOFING I-O BRANE5 ROOFINB 5Y5TEM. MAM/FAG7VRER5 57ANDARD DETAIL5 TERMINATE AT PENETRATIONS. AND 6UIDELINE5. (SUBMIT 5HOP DRAHIN55)• 2. REFER TO 5IPLA5T PREPARATION 6UIDEL.INE5 FOR FROPER 5URFACE TREATMENT OF ALL MATERIALS PRIOR TO APPLICATION OF PARAFRO FLA5HINB MA7FRIAL5. 3. A NAILER AND TREATED WOOD CANT MAYBE REQUIRED FOR COMPLIANCE WITH 5PEGIFIC BUILDING CODE5 OR APPROVAL5. 4. PARAPRO CANNOT BE APPLIED IN THE ABOVE CONFIGURATION OVER MEMBRANE5 OR OTHER NATFRIAL5 CONTAIN/N5 UNCURED, 5OLVENT--BA5ED MATERIALS. IN SUCH GASES, MEMBRANES TO BE COVERED WITH PARAPRO MJST BE ADHERED WITH 5FT APHE5/VE, 5FT GEMENT, GR PLA5 N5 ECE CUT IN57 SEALANT. CONTACTS CON FOR INFORMATION,ATION. Rocl)t- � / EOUIPM51\1 / � ® ®® T / / � XA � /® / s REFER TO 5/FEAST FLEECE GUTTING RECOMMENDATIONS FOR GONFIBURATlONS, GUTTING, FOLDING,AND L.APPINB TECHNIQUEST AT N/ 6. REQUIREMENTS AND RECOMMENDATIONS DETAILED IN 5/FEAST SPEGIFIGATIONS AND 7NE PARAPRO 123 FL45HlNB SYSTEM IN5TAL.LER5 BUIDE 5IIALL APPLY IN ADDITION TO 7HE ABOVE DRAWING. 7. INSTALLATION SHALL BE IN STRICT ACCORDANCE Wl7N ROOFING 5Y57FM MANUFAC7URER5 5TANDARD PETAIL5 AND GUIDELINES. (5UBMIT SCALE= 3"_ l'-0" 5CAL.E= 3"_ l'-0" 56ALE: P _ /'-O" 5HOP DRANING5) ®® 6) 111 A/A Tl0Nl A T ;NA L L SCALE= 3"_ l'-0" NORTH SEAL: MODIFIED BI7T/MEN ROGFINS. 5EE ATTIC, MODIFIED BITUMEN ROOFING. 5EE ATTIC f AND ROOF PLAN DWS. A103 -A104. AND ROOF PLAN DWG. A/03 -A104. GUTTER AND LEADER 5EE DWG BUTTER AND LEADER. 5EE DWG -` A 200 ADDITIONAL INFORMATION. A-200 ADDITIONAL. INFORMATION. .060 ALUM/NUM CLADDING WITH .060 ALUM/NUM CL.ADVINS WITH WH/7F KYXAR500 FINl5H NH17E KYNAR500 FIN/5H. SUBMISSIONS. DATE: DESCRIPTION: 5/PLA5T ROOFING 5Y57FM 5/PL.A5T ROOFINS 5Y5TEM 08/312023 JUED FOR I'LOG CAULKING VENTED DRIP EDGE. r. VENTED DRIP EDGE. CAULKING STEEL TOP RUNNER 57EEL TOP RUNNER GENTRIA DURAWARD VER5AWALL V DEN5 BLA55 INSULATED METAL PANEL. TITAN XT LAMINATED A5PHALTIC 5H/NBL E-5 BY TAMKO. NA7FR RE5/5TANT 6YP. BD. SURFACE MOUNTED LIGHT. METAL ERA Hl-PERF RIDGE VENT, 5LOPE9 ROOF DEN5 BLA55 MEET5 FLAT ROOF. COLOR TO BE MATTE BLACK. GENTRIA DURAGUARD VER5ANALL V BUILT-UP Ll5HT GAUGE MODIFIED B17UMEN ROOFING. 5L�ATTIC INSULATED METAL P,q� METAL FRAM/NG HEADER. AND ROOF PLAN DWG. A103 -A104. WEATHER RE5/5TANT GYP. BOARD HATFRPROOFINS MEMBRANE ' I Q u� 5'-O"H16H EXTERIOR DOOR. NO. DATE: DESCRIPTION: 5/P5 PANEL REVISIONS: PEI ALUM. DOOR THRE5HOL.D. 5 SEE DOOR 56HEDULE A-60/ PROJECT TITLE: FOR APDL INFO. 5/6"GDX EXP05URE PLYWD. P`-420 CONCRETE CURB W/TN l"RADIUS. 57�L BOTTOM RUNNER EXTEND MULTI-LAYER BUITUlyEN ROOFING 6"MIN. UP WALL BLOCKING A5 REQUIRED CANT 5TR/P I"GRAPH/7F EP5 /N5ULATION CUTCHOGUE FIRE DISTRICT RIDGE BEAM. 5EE 5TR J6TUBAL DRAN/N55 FOR J CANT S7RlP y - NEW BUILDING ADDITIONAL INFORMATION. ROOF MEMBRANE ROOF MEMBRANE 260 NEW SUFFOLK RD. CUTCHOGUE, NY 11935 FLAT ROOF 5Y51EM. FLAT ROOF 5Y5TFM. DISTRICT: SECTION: BLOCK: LOT: POUR 5TOP - 1000 102 6 5 VJ l y 7-1 A Ta P 1.V6 A T 0 5 R®® PGKIR STOP ; ® DRAWING TITLE: SCALE: /"_ /'•0" CORRl6A7ED DECKING - CORRUGATED DECKING -__ _ 4"COMP05/TF CONCRETE 4"COW05/TF CONCRETE ---_- METAL DECK. -- METAL BECK, ROOF DETAILS DATE: NSA PROJECT#: 06%31%2023 2U-"199U / AAL-L _ _TIC �/7�6RIOR _ _ SCALE: CONSULTANT PROJECT#:K V A A � /A L�10C')N` A A 7TIC AS NOTED - 5GALE• l"- l'-O" I $GALE: P_ l'-0" DRAWN BY: DRAWING NO.: JTM A-420 CHECK BY: PKG U a rn 1.2U H U Q Z 2 LLI . J (n Y U S U U) LL Z N O N F 2 9 IM o © NEMSCHICK SILVERMAN 66 EAST MAIN STREET PATCHOGUE, NEW YORK 11772 Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com i E __ _ �^ - — - ff — -- __. .._ ......1__. _1 - — .... I ! ! ! Z : I ' ....i_.. Y ....,. i ! P-S CIVIL ENGINEER: �-I i _ PREPARED BY . I 4T L.. ... I I . I z --� '- : i . 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RECESSED PANEL TH� � � � � � ! 1 •1 O O - - — i REGE55ED BEAD ! ! -- 33 i = _-:._,:— _ OO o __..:_,.:. ---..--- ---=-. ..-<' I ! 2" 2=2" 2a lX GAB/NET GRADE PA/NTID ENGINEERING & CONSULTING ! 20 D, fl F.� 3/4 CABINET GRADE WOO SHAKER STYLE m v ��- i� E I I I"WOOD FILLER ON TR/M MOLDING — — ____�__ — m REGE55ED PANEL WITH/z --------------- : . LI m _ -- _ j CG-/ ;� 46 ` !� ' ! m RECESSED BEAD - I BOTH SIDES _ _ __ i ; : T_ -_ --- ! i c6-/ 16 Commercial Blvd. -- ! BA5E MOLDING ; jj 2 WOOD FILLER ! 1 -- c6-I ! 3 " Suite 1A r5 i I . /4 CABINET GRADE TRIM I'll - - n ! I v - ford r _________ _�_�______ _____ E a�` >'^— :............._............._.. — -- 4 TOE KICK _..... I MOLD/NG NY 11763 , I : I - - --- --- - ---r---- I ------ ------ - [__��, 631 3201040 telephone i ! 1 j C6-/ I : � 177-77-11 .r,' I ! %..! .*Ii [---1 � BA5E MOLDING 4- i Office@jp-ce.com CONSULTING ENGINEERS 2=7" 5-0" 2-V //�/" 2t-611 loe MECHANICAL ENGINEER: Co,0��'iv�UNT'rOATHERIN& C.-,O� UNT'r 6ATHERIN6 CO� UNIT OATHERIN6 HALL , 1, - 1� .- a-, 0 A , " � N I L'111�" -)- � ` HALL = A)q J��L � /® IN5/ � /� 0��5 1fI7 � T/o/V I..........DATA DRIVEN DESIGN 0SCALE: 3/4" = P--O" 5GALE: 3/4"= P-O" SCALE: 3/4" = P-O" KARBON ENGINEERING SERVICES 344 RARITAN CENTER PARKWAY EDISON, NJ 08837 .: (732) 710-4000 TEL (877) 703-9956 FAX FURRED OUT GYP. BD. WALL m I"WOOD FILLER P-Q - -I -- -- - -- - i ! i --- - --- ----- r_ _ - - E —f— T - — -- -— —-- - -------- --- ----------------------------- -- -- - - - - -------------------- --__- - - ! ! i -' ---- --' - 1.' ________T.________.. --- _----- - i __............. ...... — - I i E r I.- �— i _. ....;....__L........y... ....._ I T — — BD. 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WITH SHAKER STYLE F T -- a -' ! —___ I I �__.a___ -. .- --- ,-'- _1. /4 GAB/NET GRADE 3 2 : I RECESSED GLASS I I O fl QUARTZ COUNTER TOP I _ PANEL DOORS. - �— -..L.._._. _.' 3 - i I �..—.._E.........._.__._. _.-!__—__-_. r 11 r- -- - .. ..._r'--'__-................"-----------------......-------------------....--.....---`---------r.....---------._..,_......_f..........:__......1........-----......_!._... ..._— -------:....__.. .._............: QTZ l 7"I e- J COb TE TO _--_:.----- -- -- _ '. __._. i I E ...._....... . TR/M MOLD/NG i QUARTZ P !0'I' — T ". -1 GRADE TR/M QTZ-1 -' - -- ---- - . O y- �__.�_-� I — _ tz I— I ! i MOLD/NG i �_ i I_. N i . TZ COUNTER — — , ! ! ! I 3/4 GAB/NET m I QUA �T % . �- GG-/ Pq roP m r ---------- - _ (- I - -- I �_. QTZ-1 /X GAB/NET GRADE I ; -------- --'-- - ---� ---._.._.._....-- --------------------- : . - ------------_ ------......---------------• ---------------------_...-------------------------------------------- PLYWOOD 5HAKER 5TYLE I NORTH SEAL. ' WITH ---------------------- 2 i �a ' REE EAD fl - - ---- -- - -,. I RECESSED PANEL I ------- _..—..—_ ]:: E G SSED B - _ 1 /X CABINET GRAD 3/4 GAB/NET GRADE . i ] PAINTED WOOD, `� PLYWOOD 5HAKER STYLE - \ I SHAKER STYLE 3/4°GAB/NET GRADE TR/M /"2" 2=3" 2" m RECE55EP PANEL WITH 2 4 2 cJ ! i . ,'1\ _0 7„ r`2" EQ. i`2" 50. ' 6'2" EQ. ' T`2" EQ. 1 r"`2" +/-2'-5 5/8" 2" MOLD/NG I � ; L RECESSED PANEL _ PLASTIC LAM/NATE F/NISfI m WITH%z"RECESSED GG-1 PL-I O 5 `I` : . BE.4IJ m BA5E MOLDING I f 11 I . GG-/ 4" TOE KICK m ' v. _ J , I I 11 _.......... -._._.........- .....: --.__...-- - -----.a — __ _ - ._. -_.—. _.._.... .....-.-_.___—1 ! ---------__------....,--------- 3 " 9 I \� \� \� - _. - -- - TRIM MOLDING -------------- -- -- 4 G 6 I C6-/ -- BASEMOLDING '-_- ===_ --__- SUBMISSIONS: __ 2=7" DATE: DESCRIPTION: 2" 3'-5//2" 2„ 2,1 2=0" [i2ft 2'-6„ 2„ 2" 3-5 //2" U12 „ //://„ 10 I 08/31/2023 j//UED FOR FILInG /2'-8” Ir C,.,,O���CNTYOATHERIN6 _ Coo,O`III���UMT),` 6ATHERIN6 HALLLJ ALL = A R "-'ON ION = A1q = A. - =.I/--- - _5 ,� 7 OUT It /_=1_ _E\ /A /C/\/ _/\/ _ j61y5jE)q I 51L:�E = AR ELE\ 1A _ 7/" _ I--- J6L J61 L51.11�1 -i T/ J� _5/L�E J�7L ON 4 r Lvll�" / X T y /" - - 5 L, I k--/" T - 6 5 y /� - I SCALE: 3/4" = P--O" SCALE: 3/4"= P-O" SCALE: 3/4" = l'-O" %4"RAD05 AT EPOE5. 2'—O" ._...........` ............_......................_...................................... ............ ......... .. ............. ........ ._. ........_.......i. ..... . .......! .__... ...... ..... .... .... ... .... . 4 n " 4 ._....... ...................... ....._.. ..._......... . m _ m _.... ..._. . .._....... ..._ _ .... ......_. ............ . _............ ......... ... ........... �- _.. ._ ASGIA . ............ ..:......... . . ..: I. 3/4"QUARTZ COUNTERTOP - —. -- _ —_—_--- --..--...-'--- ----- ----'--- P-1 BEYOND F z .... ......... ............ ..... .. / � I ! T() 3/4"PLYWOOD _... _ i I {.: i 6 //4" 1 3/4"GAB/NET @RADE PLYWOOD i i i i !...__...._...._.._...._ .... ................ . FIN WALL SUPPORT AT 4Fft .kT �...._ ! I ! _...... ..... I. -- - / O.G. MAX. COORDINATE ........... I I :._.__._....._.._..._:... ! .... .................:._......_. . ............. _� ! i i cn LOCATION WI TH EQUIPMENT. i I i j v I... � 3/4"GAB/NET GRADE PLYWOOD ; j 1 . i ! I "IT / " ? y I ! I E 'ry /� CABINET GRADE PLYWOOD ! : i ! -- --------------"--------------------------------------------------------------------------------------------------------------------------------__-----------------------------------------------------------------...._._—.._._....-...........__._.._..._._._....-----_....._.i i l I ! -- - -' ------------ - ----------------------- _ .._...........-................I .. m I i QUARTZ COUNTER ! i -- - ----- - - -. T.. r .__­..­____._.____i -- ct� IX PAINTED WOOD, SHAKER I.........r._.......;. 1 ! : : I ! I r -r NO. DATE: DESCRIPTION: I I I I 1 ; I TOP j . j - --- - -, T-._ :__, _ ! 1 5/DE BAR 5TYLE RECE55ED PANEL B_I i . <t WITH%"RECESSED BEAD ! I ; j QTZ-1 ! !.... BEYOND _ _1 1MEMBERS I I Yb I i i ! i REVISIONS: I I 1 5TAINLE55 5TEEL i j _ —._-.- - I- -- _-- I PROJECT TITLE: . ........ ! i ! —� . : I I I ( I i 11 v , I I GLADDI, G FLIP UP - - - - - BASE MOLDING. BAR COUNTER I TI -- i ; E �� - -- -- — - I ; 3 "i i I i f* - -'' ; —N.._.._.. ...E. __ NOTE-5: i ELEMENT OVER i ' ' GAB/NET GRADE 4 ! _.L___ _...__-. ! _ �.-___-_-________I, -----------------_-__-- -- GLA55 DISPLAY CASE 1. 5�DWG A l2/FOR EQUIPMENT SCHEDULE. E 2X4 WOOD FRAM/NG i........................................................................ .........._........ ... ....... .....j I ! i ! I °—� 1 I I BEYOND. 2. 5EE DWG A-603 FOR FIN15H 5GHEDULE. ! LYWOOD i i ! ......... i ! I z! �fi ONfi ' I . \� ! ! I ! ! ! I t! !i i 1 __; ... I ...._.. ! I ! f 1 I i- -r—i - - f ; I oPEN�FGE/KNEE E j i I I I ! . ! P f I ; (I- I ! I I Co,0��IIII�UNIT)` &ATHERIN& HALL i­1­­1 ___: j SPACE. I —'- 1 - —._.... -.i L- I -1 'i — __ -- _ _ -t-r i ! ! E i I _ - - - 1 ! CUTCHOGUE FIRE DISTRICT I. 5GALE 3 4.I _ I. I I.................................:.............................................................,................a ! 1 T GOUNTiSR i O,3„ — AL = / - -o I ; I ! I I /O-3 I I I ( ° 1 - , QUAR Z : NEW BUILDING p : TOP 1 0_ E ! ! i.... - :---------.I_..... / I 1.... a ! .... .... .... . i I „ ,_ !! 11 I. E : I /4 RAD/US AT EDGES. ; I 9 2 I i ! ! ! I /fl C _ I /-O // I r -"-\ �� ILLAORK NOTE5 : —�--—� -- -- ; 9 2! I ! ; ; 260 NEW SUFFOLK R D. . . " I ! : ! ! - QUARTZ COUNTER TOP. 01 4 ABINET ! � � I I . . I : i : :GRADE TRIM ! I I CHOGUE, NY 11935 II i I a 2 6 I 1 j I E ! I I i m I I QTZ-1 L TYP/GAL GAB/NET MILLWORK CONSTRUCTION SHALL BE PLASTIC LAM/NATE ON 3/4 4" /4" t I ! E E.:. MOLDING ! E _! ! j..... ( . ................._... I m I i ------ --' ': N MARINE GRADE PLYWOOD. ALL QUARTZ TOPS TO HAVE A / 1/2" THK SQUARE ; I CUT l=8" i 3'O" - € I I 3/ EDGE. ROUND OFF EXPC5E7 CORNER5 W/112"RAD/U5. DISTRICT: SECTION: BLOCK: LOT: E E 4"CABINET GRADE TRIM �`� GG __ 4m - -- m !. ` i - - -- ...... , I„ - -- -- --- -- - -- --- MOLDING. 2. T HAND WASH/NG SINKS SHALL BE �f � � QUARTZ GLAD CASEWORK COUNTERTOPS A --- ! �I 0 0 5 - — ----- i I /-) IV C6-1 COMPOSED OF MAR/NE GRADE PLYWOOD. 10 0 1 2 6 �( /4 QUARTZ COUNTER TOP II ! 3. PROVIDE DOUBLE LAYER OF 3/4"PLYWOOD AT WALL GAP5 AND PERIMETER OF TI) 3 " =0/4"' I ! f ! I IX CABINET&RADE ALL GOUNTERTOP5. PROVIDE CONT/Nl.W5 CLEATS ATWALL5,A5 REQUIRED DRAWING TITLE: /4 PLYWOOD I ! / / _...... . .... ...... . ... ..... — --I ! PLYWOOD, 5HAKER 57YLE 4. ALL INTERIOR 5URFACE5 OF GABINET5, 5HELVE5,AND DRAWER5 SHALL BE " 34" _:.. _ __ __ ! 2fl 2„ 2" 2" REGE55ED PANEL WITH%2" COVERED IN WH/TE MELAMINE. I-O I/4 / CABINET GRADE TRIM I ! — EQ. 5Q. 11� MOLD/NG _ a " " 1 1 c� RECE55ED BEAD. 5. FOR FIELD VERIFYING ALL 2 /-4 2 2 EQ. �'2 EQ. C'2 EQ. 2 /X PAINTED WOOD SHAKER ! i ! L I i Q. GAB/NET CONTRACTOR SHALL BE RESPONSIBLE 3 a _L I ire GAB/NET D/MEN5/ON5 BEFORE FABRICATION. /WAL SUPPORTA FT. DCABINET PL rfiVOOD l.G. m W 5TY�""REGGESSED BEAD i 6. PROVIDE 5TAINLE55 5TEEL., CONGEALED H/N6E5 If ROLLER BEAR/NG, FULL ENLARGED 11� I MAX. COORDINATE LOCATION .......... ....... ... ...../�. ....................___.. .. _.......... . ; j i " -- i 3/4"GAB/NET GRADE TRIM EXTENSIONS GLID/NG HARDWARE,WHERE REQUIRED, FOR ALL NEW CABINETRY M / I ! ! i I 1 - -- I__ __ - - -- _ -- ---- - L-------------------------- MOLDING. GON5MUCT/ON. iMILLWORK ELEVATIONS WI TH EQUIPMENT. -- 1_________i — I ! _------------------ L---- - ' ___--_ ------- ---- --- - - - lX PAINTED WOOD, SHAKER - _..-_..... 2"DIAM. STAINLESS ! ,-- -- -- --- ------- ! 7. PROVIDE DRAI�R AND DOOR PULLS Wl7N POLISHED CHROME FlN/SH - - 8 TRY CONTRACTOR SH COORD/NATE N5T TION OF ALL m STYLE RECESSED PANEL __ -- - --- _ --- - -- - - - ---- -_- - - -- - - - - - `\ ; STEEL FOOT RAIL —-_.—._ - --- BASE MOLD/NG RED l4 GA. METAL BACKING PL.4 TF5 /N METAL STUD WALLS TO RECEIVE . — WITH/2 RECESSED BEAD - \ ! : - -! HUNG CABINETS, COUNTERS, BENCHES,BRACES,ETC. In % 3/4"CABINET GRADE PLYWOOD BASE MOLD/NG............. . . ..._,....... 4 BASE AND WALL HUNG CABINETS SHALL HAVE(2)AD.dJSTABLE SHELVES, WHERE It �`, DATE: NSA PROJECT#: -11 APPLICABLE. GAB/NET GRADE MOLD/NG � q-3 //2 I 2"DIAM. STAINLESS IO. PROVIDE F/N/5HED W/R/NG GROMMET HOLE5 THROUSH COWTERTOP5 WHERE 08/31/2023 20-1990 2"DIAM. 5TAINLE55 5TFEL FOOT 5TEEL FOOT RA/L. REQU/RED FOR POWER, TEL. AND DATA FEED5 TO COMPUTER EQUIP. RAIL (COORDINATE FINAL LOCA TION5 WITH TENANT) SCALE: CONSULTANT PROJECT#: 2X4 WOOD FRAM/NG H. BU/LT/N GAB/NET WORK SHALL BE COMPLETELY E%A5E9 IN LAMINA TE CLA55 B FINI5H,ANY EXP05EP FACE GAB/NET5 5HALL UTILIZE FIRE RETARDANT WOOD AS NOTED - B 5 OLD/N6. MATERIAL. WOOD BLOCKING SHALL BE PRESSURE TREATED WITH A FIRE 5AR 5EC.,TION A-T — 1 / T101\1 RETARDANT. PROPERLY SEAL, SAND AND PRIME NEW WOOD SURFACES TO DRAWN BY: DRAWING NO.: / � l / '1 BER I =A R A_ 5/� L Y RECEIVE FIN/5H GOAT. YE��5ERS ® 6E MEMEER AE,5 _ /L�E _ ` /A T/® ( � l2. PROVIDE MARINE GRADE PLYWOOD AT ALL 5/NK GOUNTERTOP5 JTM A-500 SCALE = 3/4" = I'-0" � --�_5 SCALE: 3/4"_ l'-O" SCALE: 314' = l'-O° CHECK BY: PKG U a v w F- U cr Q Z 2 w w J_ U) Y U_ x .........._ 11 U = .......................................11............._...11. W ........ ...........................:...... ..............x........................... 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SUBMISSIONS: DATE: DESCRIPTION: 08/31/2023 I/JUED FOR FILOG 3/-H" /4=3// -------------------..._......... ..... ._.........__. ------------------------ --..............._._, ; P-q i COORDINATE 60"X12" 3/4"GAB/NET GRADE !.-....._....-.--.-.-----------------.-------.-.----.------- 7RAN5FER GRILLE KITH 3,-0/, 2"') ('2" 4 EQUAL GAB/NET DOOR5 2a'> �2// 3'-O" PLYNOOD WITH CUSTOM MECHANICAL EQUIPMENT. SEE r ETCHING. MECH. DING5 FOR L �'_/ ADDITIONAL INFORMATION. P-q MOLDING BEYOND. �UT�HOOUE F ( E DEFT. 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BA5E CABINETS W/TH%4"REGE55ED DATE: NSA PROJECT#: PANEL' 08/31/2023 20-1990 CG-/ �/ / /�/ / / \ /d / �/ �/ ` / / SCALE: CONSULTANT PROJECT#: lvl l ®1 ,� ` l �l �1_ Y /� �IOY l ®l l ®1 _ �1"CK EAR Y ��®l AS NOTED - SCALE: 3/4" = I'-O" I � SCALE: 3/4" _ l'-O" DRAWN BY: DRAWING NO.: JTM A-5 01 CHECK BY: PKG U a I U LU F_ x U X Q Q 2 0-1J Y _U x U N 2 W Z M N O N F x (D M NEMSCHICK S ILVERMAN - 66 EAST MAIN STREET PATCHOGUE, NEW YORK 11772 Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com CIVIL ENGINEER: PREPAR[ -ED BY ..,.� .: 1 , 1. I CIVI L � SITES 12 GILLETTE AVENUE SAYVILLE,NY 11782 —_— --- ..........------------------------......._---...............-.-, T-631.390.5985 ( C-516.647.0472 tjf@civilinsites.com P-q __ -------------------_.........-----------------------....----------..._..___-- ----- STRUCTURAL ENGINEER: -------------------------------------------- — ---.................................—............._ -----------...... ........----.--.-.---...._..--__-----.-------------- — - ---— -------, I — ---...----------- _...... _ J.P NTIERI P.E. D.P. . _. .---- - - - - ---r _ _.. --------------------- ------ ---- ���-.' � a t== }= -�T. -.------------- --------------------- 7 -- ENGINEERING & CONSULTING --- ----------------'----------------------- ---- - ...— ......._—._—. .. I : 3 • i .....—.__-._._.....—.__—_--_'—_._ —.—_.—_._.___—.._........................_...._................._....._.......__. i 3 � 3 I _._ ._.—_._._.......______...._...— ._. T–..T.._.....—.___...... 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I _ L ..... . ...... j --_: - . - is . 1z 3/4"GAB/NETORADEPLYWOOD CUTCHOGUE FIRE DISTRICT IN PLASTIC LAMINA 7E FIN15H. - NEW BUILDING -- -� - --- -� ---� ---- PL-1 Q2%Z"WOOD FILLER ON BOTH k— - -- 1— — " 260 NEW SUFFOLK RD. 5/DE5 �' �- �' i I I I E-- � �I -®- j l-6 2„ ry I I �, — CUTCHOGUE, NY 11935 DRAWER WITH 5HAKER i --- j --- 7 ! i I I i 3 5 I O TYLE RECESSED PA - NEL. � i DISTRICT: SECTION: BLOCK: LOT: / AD./lSTABLE SHELF WITH i 4 - _ i - 5TAINLE55 5TEEL 5UPPORT P/N5. PL l - — —�—— I ! 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Ir DATE: NSA PROJECT#: j� 08/31/2023 20-1990 ��E��Bt�R,�/ / / / /_ AALL ,�/ \ / SCALE: CONSULTANT PROJECT#:/ E "1� R 1� LOU X16 A A I Y51� 5O TH EL�71\111"ALTION I I L��1 �� � L Y A 71(Vlkl AS NOTED — " _ DRAWN BY: DRAWING NO.: SCALE: 3/4" _ l'-O" SCALE: 3/4 - /'-O' JTM A-502 CHECK BY: PKG U d co F- L) W H S U ofQ Z w W J Y U 2 U U W Z N O N F I a ° NEMSCHICK S ILVERMAN 66 EAST MAIN STREET PATCHOGUE, NEWYORK 11772 Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com CIVIL ENGINEER: EXP05ED MASONRYI ` SCONCE. 5EE DING A-1/0 PREPARED BY BLOCK WALL / I FOR LIGHTING 5GHEDULE. 114k\N\\ \\, CIVI L SITES ----------------- ---- ---! j --.. _.............. _.._....__ _; ....-............—__. __ I 12 GILLETTE AVENUE SAYVILLE,NY 11782 „ 7'-O" lo T-631.390.5985 I C-516.647.0472 3 50L 19 FLOAT/NG 5HELF H/TH/ND/REGT ! ! i I I ! ! 3"50L 1,9 FLOAT/NG 5HELF tjf@civilinsites.com RECE55LV LED } j i I i HITH lND/REGT RECESSED 5TRIPL16HT ROUTED ON € 1 ( I I LED STRIPLIGHT ROUTED ON FRONT EDGE STRUCTURAL ENGINEER: IDE. UNDERSIDE. FRONT EDGE TO TO MATCH CABINET UNDER5MATCH CABINET EXTERIOR EXTERIOR .. !I I II i I - i PL 2 ---------........ --------------- ------------------- , ---------- PL-2 ------- .PONTIERI. P.E., D.P.C. 3"-50L 49 FLOATING SHELF I j I j I- I ► W17HFRONT mGETOMATGH ENGINEERING & CONSULTING GAB/NEr EXrERIOR FY_-2 i i I ; I ' j 3"50LID FLOATING SHELF Commercial Blvd. 16 Comm - ..... --------- - - --- -- — ------_--_-------------------------_------.._.._........ -._...... WITH DIRECT REOE55ED LED I I --..._....--- ------- 1A ' Suite 57RIRLI&HT ROUTED ONr1i ► I ! uIVDERs/DE. FRONrmGE ro Medford, NY 11763 3"50LID FLOATING ffCe HATGHCABINET EXTERIOR 631.320.1040 telephone ` \� SHELF HITH FRONT _� i PL-2 O / Ce.Com CONSULTING ENGINEERS EDGE TO MATCH I ��p- GAB/NET EXTERIOR LATERAL DRAIIER l --------------. ---------- ...r.......—...---------------- —— -- — - i GAB/NETS.PLZ - -- _..3„ 50LID FLOAT/NG I [ : SHELFWirH DIP,Ecr I MECHANICAL ENGINEER- S � � I I i I RECESSED LED i I STR/PLIGHT ROUTED ON UNDERSIDE. FRONT EDGE TO MATCH € I '- -- — -- - — — E i _ - - I _.- � II ............................... .............................................. -------------------- ...... ---------- ! CABINET EXTERIOR i...._-_..........__._-._._........___......._-.._._------.-----. i f - ---------------------------------------------------------- _------ E a I ; I /00 PL-2 DATA DRIVEN DESIGN �- - ...............- - ...... --._. .._... KARBON ENGINEERING _....._.._....-- - ....._... ..... I SERVICES 344 RARITAN CENTER PARKWAY p 2 I EDISON, NJ 08837 �- (732) 710-4000 TEL A-504 lo, /-O (877) 703-9956 FAX I l'-6” 5=9 3/6" 2'--3" 5'-9 316" l=6" 5'-9 3/6" 2'-3" 5'-9112" 2'-6" 33'-1 I/2" Ir I � 5GALE: 314"_ /'-0" 3"50L 49 FLOATING 5HELF HITH INDIRECT RECE55ED LED 57R/PLIGHT ROUTED ON UNDER51DE. FRONT EDGE TO MATCH CABINET EXTERIOR PL 2 COORDINATE LOCATION OF 60'5(12" TRAN5FER GRILLE. HITH MECHANICAL EQUIPMENT. ------.....................----------.............................-------_--.....-----...--------------------------- 5EE MEGH DH65 FOR - ....._.._...............------------...................----....._....__...--.:— -------- - - ADDITION INFORMATION. _---------- -- - .... —...._ ... -----...........__.......... . l_------------_._............__..........—.......--------____-. - 3"F/N/SH GRADE WOOD EXPG'SED MASONRY ---.—..... f FLDAT/NG SHELF H/ BLOCK W,4LL -- — ..._._...... - ----------- --------------------_------------------- - i.... ............_.............. . ..........---.._._...-- ...__.._..--.........-----------.............................._...-..........----I REGE55E9 DIRECT LED 5TR/PLI6HT ON UNDERSIDE. FRONT EDGE TO MATCH GAB/NET EXTERIOR 3"50L/P FLOAT/NG 5HELF WITH FRONT EDGE r0 MATCH NORTH SEAL: lo CABINET EXTERIOR FL-2 ; ~ 50L/P FLOAT/NG 5HELF" 1 LATERAL DRAhER CABINETS. 3 m PL-/ W/REGE55ED DIRECT LED STRIPLIGHT ON UNDER5IDE. FRONT EDGE r0 MATCH GAB/NET EXTERIOR — — — — — — — — — PL-2 SUBMISSIONS: 40 314 FIN/5H GRAOE HOOD DATE: DESCRIPTION: m GAP. i 08/31/2023 U/UED FOR nLOG UNDERMOUNT 5/NK. 6YAR7Z COUNTERTOP OVER — — 314"MARINE GRADE PLYWOOD QTZ-1 �o 4'-ll 314" /=6" 4-H 314" l= q 7 6"HIGH QUARTZ _ BACK5PLA5H DRAWER % -� PL-1 -� -� l HOOD FILLER ON BOTH -� O 51DE5 2 v ILYZAkER HITH SHAKER O I 5TYLE RECE55E9 PANEL I /��" PL-1 h A-504 m BA5E GAB/NET PL-1 4" TOE KICK O TE _ "�O/O/VER 5 5Ul EL VA SG314" _ " NO. DATE: DESCRIPTION: OR /r. vri. / REVISIONS: AFPROVAL. RECESSED LINEAR DOWN PROJECT TITLE: GYP. BD. F45CIA P-1 LIGHTING. 5,EE DETAIL 21A-406 FOR GYP BD. SOFFIT DETAIL. j GLA55 5EAM 1"WOOD FILLER ON BOTH \O j 5IDE5. 314" TH/GK PARTICLE REGE55E9 5TRIP LIGHTING. O BOARD GAB/NET DOOR - - .-------------------- -------- - _... —.._.._.. -- - -... -- --........... - --.........—.... -....... -- —....-- ------ - - -------- -- ------ ._._._...........__._ -.- ------------------- -406 WITH 5ELF Go5/NG CUTCHOGUEFRE DISTRICT. SEE DWG FOR GYP B0. SOFFIT DETAIL. N H/N57E5 FINISHED 1N j PLA5TIC LAMINATE NEW BUILDING -/ 260 NEW SUFFOLK RD. d. P-2 P-I P-2 j P-I P-2 3 " �. „ 14 ADJ67ABLEGLA55 314 AD.��sT'�[ESHE[F CUTCHOGUE NY 11935 � I SHELF WITH STA/NLE55 HITH 5TAINLE55 57EEL _-------_..__I 5TEEL 5UPPORT P/N5 AT SUPPORT PINS. - I------------ __.....--- ---........_.............------- -----..._..- -----------------­-_.. ....... ...... __...— - END5 AND CENTER SECTION: BLOCK: LOT �_......_. _._-- ._.--_—.-- LOCKABLE 2"FRAMED RECESSED LINEAR DOM LIGHTING ROUTED ON 1000 102 6 5 4 EQUAL CABINET I7OOR5 6 -----EQUAL C�4BINET DOORS I OLA55 DI1PI-AY ASE � � P-1 ►� � 4 �QU�4L GAB/NST DOORS cq UNDERSIDE of UPPER PLASTIC LAMINA 7E TOP �� GAB/NETSDRAWING TITLE: . OVER 314"CABINET GRADE P BOUAL CABINET 50OR5 1!12N FIA5TIC LAM/NATE PLYHOOD COUNTER TOP. PL-22 ENLARGED BA5E 6ABINET5 H1W 2" FRAMED TRAN5PARENT l'-6"B,45E GAB/NET \ \ \ \ \ \ \ \ \ \ \ GLA55 GAB/NET DOORS PL-1 - ----- 4 T G 55 3 " MILLWORK ELEVATIONS 5HELF HITH STAINLESS � — -- - -- - - ------- --- ---- __ —_-- ---- - - ------ =- WITH STT�NLE55 STEELTABLE F ry 5TEEL 5U9PORT P/N5. 5WPORT PIN5. 1"HOOD FILLER ON BOTH nl l"HOOD FILLER ON BOTH \ \ \ \ \ \ 4" TOEKICK. 5IDE5 DATE: NSA PROJECT#: 4" TOEKIGK. 08/31/2023 20-1990 6 611 I 3 1/211 '-3 I12'1 6 6" !q SCALE: CONSULTANT PROJECT#: 26�-//' AS NOTED - DRAWN BY: DRAWING NO.: )/ /A � 11 l t� 1= JTM LJ ALL 5 T(V)qAoo� ��® A-503 CHECK BY: SCALE: 314" = l'O" PKG U H U Q Z Q V) Y .................--.............—......—_..........._—__..._.—......_ U I W Z c+f i N O N P-I P-1 P-1 P-I i o NEMSCHICK SILVERMAN A- 4 66 EAST MAIN STREET A-602 _= PATCHOGUE, NEW YORK 11772 www.nsarchitects.com A-602 Phone. 631 563 2130 Fax. 631 563 2139 I _.—.._...-----------..............__...._..--__...._.._.__i e o ° ° 0 0 I NIli° ° I 0 m I .00. I '1 ( `fl CIVIL ENGINEER: 1 / 3m � 1 O I l i O m PREPARED BY % I / 2 51M. - -------- A-504 5'-4 //2" 2t-5//2„ o I 4,�" 2 A-504 2'-O" _ 2'-0" 2=0" _ I CIVI L k SMES A 504 � __ _ 2 GILLETTE AVENUE 4 4i i �-.2 " -----------_ -- --.....-- - ---..._..— \ �2 \ ! - — .............— — — — . H I 4 SAYVILLE,NY 11782 „`• I ii T-631.390.5985 I C-516.647.0472 I 0 0 I 0 0 / ` \ 0 O \ I � tjf@civilinsites.com 0 ° \\\ o o l ' O 0 0 I \ �/ \ 0 0 a m / \ /-O m I qS ° o m I I 0 m STRUCTURAL ENGINEER: ° \ ry I \ N O I 0 0 I I A-504 � �� ------------------------------------------------ 0 ° I 0 0 J.PONTIERI, P.E., D.P.C. � � I - ENGINEERING & CONSULTING ___ t I --... - - -------- --- -----._..--- --___......__............ 01 l_/o l/2" ,-lO l/2" J 16 Commercial Blvd. 14 9 3/4 Suite 1A +I- /9-7 31.4" Medford, NY 11763 631.320.1040 telephone Office@jp-ce.com CONSULTING ENGINEERS RAZ�10 ROOM E �L51 /A TION y /1�1 RAL�10 ROOM 5L_5VA TION SCALE: 3/4"= l'-O" SCALE: 3/4" = l'-O" MECHANICAL ENGINEER: \ A F�j>, -- i - DATA DRIVEN DESIGN E I — KARB RING [ E I OSERVICE ISE P-I I i j I i f 344 RARITAN CENTER PARKWAY i : I I i EDISON, NJ 08837 1 I 3 O 4 O 3 O I I j (732) 710-4000 TEL i (877) 703-9956 FAX i I I I I : 6 ! I A-602 I i I - --- -- I E I � i I I I f I : I : i I i E --- ------ I i I ---------------------- - -------------- - If 0 ° I I { f ° ° 0 o I I i e A-504 0 0 1 f _ I I _ I i i i 1 i 0 0 ° ° I 2 ° ° 51M. 1 I I E o o I i I .1 I — f : I 0 0 I I � f _........- ............... _-....... - -----------------------------...---............................................ - - I I � i I : I t ; 01 i 1 II 2-O 2t-/ l/2 2-5 //2 +/--5-/O €2-5//2" 2-1 l/2" 2=0" I u n , 2=0" l-H 3/4' ' i - -- — -:----- ----- o ------..._...... .__.._.-_ ------------------� ---------- -- -- - --- - -- — — — y 1 I i I I i I l I I 11' j 'I ji ii I 0 0 i I o o 2 _ I I A-5o4 0 0 11 A-504 E c� P-I c� p o I ° 1 _I _i m m 0 0 N I 0 0 I O 0 I 0 0 0 0 IV i E I E I ` -------------------------------------------------------- L-Rx] ==7f ; NORTH SEAL: 4-f l4'-9 3/4" + ' 5 RA1210 ROOML:7L ll /®/ RAL�10 ROOM5�L5VA TION SUBMISSIONS: SCALE: 3/4" = I O" 5CALE: 3/4" = I O" DATE: DESCRIPTION: 08/31/2023 UNED FOR FILV9G 5TAINLE55 57FEL GOO5ENEGK FAUCET WITH 4"HIDE HR157BLAOE5 6"HIGH QUARTZ BAGK5PLA5H(5EE U.O.N. ELEVATION FOR HEIGHT) 2,�„ U.O.N 6"H/GH QUARTZ BAGK5PLA5H(5� / v� MARINE GRADE PLYHOOD U.O.N. 6"HIGH QUARTZ BACK5PLA5H w FINISH GEILIING ELEVATION FOR HEIGHT) , SUARTZ CE'COUNTERTOP, VARVES 5GR/BE QUARTZ COUNTERTOP (5EE ELEVATION FOR HEIGHT,) TO M/NATE QUARTZ GLADD/NG FINISH, (_SEE FLEYAT/Old PLYHOOD SUBSTRATE > >. UNLE55 5PEC/FIED TO HALL• COUNTERTOP HITH QUARTZ % FINI5HE9 GE/LING DIFFERENTLY ON ELEVATION5. 2"0 PLA5TIC GROMMET. QUARTZ AND MARINE GRADE _ GLADD/NG FIN/5H. NOTE: PROVIDE A5 REQUIRED, (l)PER Ft r",D COUNTERTOP. W l2"UPPER GAB/NET DEPTH AT 3/4"PLYHOOD SUB57RA7F HORK5TATION 2 U2" ' '' HALLHAY 5TORAGE MILLWORK. HITH PLA5TIC LAMINATE TOP QUARTZ COUNTER TOP OVER '.. __-- AND 1-1/2"PLASTIC LAMINA 7E 3�4"MARINE PLYWOOD. i-------------------- ---, l-1/2"QUARTZ EA5ED EDGE. 0 /=3" 5,EE RETAIL 22/A-503. ------------------- ------------------- -- EA5E9 EDGE AT F/R5T FLOOR „ 1 `1 3/4" THICK PARTICLE BOARD NOTE i 1 w »,�_-_ RADIO ROOM LOCATION. 314"PL ---E ------------- i I j GAB) HlT7/SELF " is 'ry ---------------- i i CABINET INTERIORS TO BE HHI7F W CLC5l�G�I�E FIN15HE9 IN NO. DATE: DESCRIPTION: YHOOD 5UB5IRAIF H/7H 0 0 l-1/2 QUARTZ EASED EDGE. PL.A5TIC LAMINATE TOP AND j', 5/NK _ I I MELAMINE HITH EDGE BAND/NG v �i PLASTIC LAMINA 7E '' l-l/2"QUARTZ EASED EDGE. HEAVY DUTY METAL GLIVE5 !,r '. l-1/2"PLASTIC LAMINA 7E E.45ED �p v� I I TO MATCH GAB/NET FACE. U.O.N. � o ° REVISIONS: >a u,, 2'X6"GONTIN(.�OUS z o o <t 5ELF GL05/NG,BALL EDGE AT F/RST FLOOR RADIO z I o o HOOD BLOCKING PROJECT TITLE: O I Z ° o i` ,_i ROOM LOCATION. ' APPLIANCE(BY TENANT) N " i; BEARING, FULL EX7FN5/0N I I �O o o (l)3/4 AD_AJSTABLE HHITF ° ° DRAkER 5LIDE5, TYP 1-1/2"QUARTZ EASED EDGE. a �i 1 0 o v� v� I w i I Q N 2 EDGE TO MATCH CABINET Q DONT/NUOUS HOOD BLOCKING z I I REGEPTAGLE AT MICROWAVE `fl I- `� v� 0 o h�ELAM/NE SHELF HITN FRONT u, I-3 AREA AIER/FY HEIGHT) , o z o o HAFELE PULL NO. //622.647, TVP. AT FRONT, 5/DE AND BRACE5. Q p J ,. EXTERIOR LAMINATE WITH U N o w �j 5TAINLE55 5Tffl 5UPPORT PIN5 1 U1 W I`+ "A016TABLE WHITE MELAMINE ,, FINISHED 5/17E5. Z z o o 5 o W o o GAB/NET INTERIORS TO BE HHITF 0 0 SHELF WITH FRONT EDGE TO w (2)SUPPORTS AT EQUAL - w z 0 0 MATCH GAB/NET EXTERIOR z Z o o MELAMINE WITH EDGE BANDING 'n DI5TANCE5. 4"H/RE PULL-WAFFLE PULL NO. u� u; ° ° LAMINA 7E WITH 5TAINLE55 5TFEL ry " " o o 11622.647, TYP Q u, w ______________________ ____ _0 ° ° TO MATCH GAB/NET FAGS _ CUTCHOGUE FIRE DISTRICT 0 0 2X4 HOOD BLOCKING. �V SUPPORT PINS. � � � tY � z -- � 0 0 p 0 0 " I"X4"LAMINATE CLEAT. O o o z O 4"",WIRE FULL PC1Ll NO. 0 o GAB/NET IWERIOR5 TO BE WHITE l O COUNTERTOP END PANEL ° ° /2"BACK HEAVY DI/TY METAL GLIDES ° ° \ 11622.647 TYP MELAMINE HI TH EDGE BANDING PARALLEL TO HALL/6U55ET o o GAB/NET INTER/OR5 TO BE HHI TE u� I SELF GLGS/NG BALL O 0 ° — NEW BUILDING I/2 BACK TO MATCH CABINET FAGS. MELAM/NE Wl7N EDGE BAND/NG TO BEAR/NG, FULL EXTENSION m 260 NEW SUFFOLK RD. O O o o N DRAWER 5LIDE5, T1P. o _ 3/4"PLYWOOD DOOR HITN SELF 112 BACK MATCH CABINET FAGS _ GLGSING CONGEALED HINGES IN � " o ` � CUTCHOGUE, NY 11935 3/4 PLYWOOD DOOR WITH SELF ` ll1 j. d DISTRICT: SECTION: BLOCK: LOT: ��, /. PLASTIC LAMINATE FINISH " GLG5/NG CONGEALED Hw7E5 IN l 4— l�, j 4 RESILIENT BASE. UPPER AND LOWER 5/LENGER5 PLA5TIC LAM/NATE FIN/SH GAB/NET TO HAVE STANDARD �,l - CONTINUOUS ANGLE TO SECURE GAB/NET TO HAVE STANDARD EXTEND GAB/NET DOGS' l" TO 1000 102 6 5 MELAMINE BASE INSTALLED. `r RECE55E9 PLA5TIC LAM/NATE MELAMINE BASE INSTALLED. HIDE UNDER COUNTER LIGHT AF7FR LEVELING INSTALL FINAL BA5E TO GAB/NET DOOR AFTER LEVELING INSTALL FINAL DRAWING TITLE: BASE IN LAMINA 7E FIN/5H TO BA5E IN LAMINA IF FIN15H TO MATCH GAB/NET EXTERIOR MATCH CABINET EXTERIOR CX 055 WHITE PLASTIC LAMINATE ENLARGED _ _ TOF _ _ AFFL /� _� _ _ _ MILLWORK ELEVATIONS CA51N T / LWA R S TAl 2 COUT � L��TAI � CIAEl l T / 5I NK � 7A l CA51 N T /LWA R � � IL_ UFFER CASIN TTL�6 A IL SCALE= 1-1/2" _ l.O' 5GALE= 1-1/2" = LO' 5GALE= I-I/2" = LO' 5CALE= 1-1/2" = LO' 5GALE= 1-1/2" _ /.0' DATE: NSA PROJECT#: 08/31/2023 20-1990 SCALE: CONSULTANT PROJECT#: AS NOTED — DRAWN BY: DRAWING NO.: J CHECK BY: TM A-504 PKG U n: N 11.1 rz H A�N 1;;;Z r:;� J^A-N 1;;;Z EE 5 Co, fF�4 E7 =) L) L� 1E F_ U z =� C) (:::) F;z a C-01 H !E r:;� L) Lm E7 2" 5EE 2a S p 2„ 5EE 2„ p 4 O p 2" SEE 2„ Ir Q SCHEDULE q 5CHEDULE q q �, SCHEDULE SET HARDWARE DETAIL GENERAL DESCRIPTION FROM TO DOOR FRAME Hl�RD/Nf4RE z o _ `I o W v °� 5FEC/F/C h -4 N W -- '' -4 — I PAN/G DEVICE W/PI'ILL: VON LVFR/N 22 5ERIE5 RIM EXIT DEVICE MODEL#AX-22-NONE-LBE-F-GON-689. (PA55AGE LEVER HANDLE ON 5/NGLE DOOR NO. 512E DETAIL5 Fl R� HDXRELU 6 / � / \ is W 0 J ROOM ROOM DOOR REMARK5 NO. co W �- W / \ OPPOSITE S/DE of DOOR,) CARD READER/EXI r DEVICE ROOM NAME ROOM NAME MAT. ELEV MAT. LABEL CLOSER PANIC LOCK M15G. 5ET NO. NO. H H. T JAMB H1r4D 5/LL 2 - _;�;K, w / \ w GLAZING AS CARD READER: TO BE PROVIDED BY SECURITY VENDOR (5EE SPEG!F/G DOOR REMARK NO/7) INTERIOR = �• ,.i,t , ILI :.F,s, -.?,. r4 .Jl ELEG7TRlG 57R/KE.• BEST ALL ELEGTRONIG STRIKE F/RST FLOOR � �.Y„},1. v / W SPECIE/ED. W ..: 4 // z 4 // \\ Q i // \\ G GSER: NORTON 7500 SER/E5,HANDICAP ACCESSIBLE, PARALLEL ARM - - Z � t W '� SILENCERS: 11/ES(3)PER JAMB 101 EXTERIOR VESTIBIL.E l0/ AL/6L D (4)3'-0” 7'-0" l 3/4" AL 6 5/M 6 51M B A 13 2, 5, 8 101 o : U a I` /I w ® �J < x U a Z SYMBOL MO. /R.O. (X x H) T7'FE FRAME HEADER JAMB 5/LL GLAZING U-VALVE5HGG FIN/5H RBMARK5 J O 3'-8"x 4'-6" CA5EMENT ALUM. 4 51MIA-407 I 5 5IM/A-407 CLEAR DOUBLE PANE LOA-E 0.38 0.58 BLACK ALUM. l Y U = 4'-4'x 6'-0" FIXED ALUM. 4 5IM/A-407 / 5 5IM/A-407 CLEAR DOUBLE PANE LO`t E 0.45 0.58 BLACK ALUM. l U) 4 EQ. ell EQ. Z O 5'-4"DIA. FIXED ALUM. 4 5IM/A-407 1 8/A-407 CLEAR DOUBLE PANE LOk'-E 0.45 0.58 BLACK ALUM. 1, 2 0 N / a O 5'-4'x 6'-O" FIXED ALUM. 6/A-407 1 5/A-407 CLEAR DOUBLE PANE LOW-E 0.45 0.58 BLACK ALUM. I " a a `a O a m O4L0"x 6'-0" FIXED ALUM. 4 5IM/A-407 1 5/A-407 CLEAR DOUBLE PANE LOA-E 0.45 0.56 BLACK AW. 1 ® N E M S C H I C K S I L V E R M A N 2' l=0" 4'-4" 6 �s � � 6 N 4'-4" I=0" 2" O 4'-4"x 5'-5" FIXED ALUM 4 5IM/A-407 / 5 5IM/A-407 CLEAR DOUBLE PANE LOX-E 0.45 0.50 BLACK ALUM. / 66 EAST MAIN STREET PATCHOGUE, NEWY RK 11772 <8> Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com " 4 5IM/A-407 5b"x 5'-5" FIXED ALUM. 4 51M/A-407 I 5 5IM/A-407 CLEAR DOUBLE PANE LOhV-E 0.45 0.56 BLACK ALUM. l I I O 5'-O"DIA. FIXED ALUM. 4/A-403 I 4/A-403 CLEAR DOUBLE PANE LODE 0.45 0.56 BLACK ALUM. 42 O I / N 5-O x 5L5' FIXED ALUM. 4/A-403 1 4/A-403 CLEAR Da BLE PANE LOhi-E 0.45 0353 BLACK ALUM. 1 i i i 1'-O" 3'-8" 8°10 e- O 5L4"x 3 _q FIXED ALUM. 4/A-310 1 6 IA-407 CLEAR DOUBLE PANE LOhr-E 0.45 0.56 BLACK ALUM. I ip S IA-407 ICO 5'-4"x 7'-0" FIXED ALUM. 6 IA-407 / 21A-406 CLEAR DOUBLE PANE LOIN-E 0.45 0.56 BLACK ALUM. l 4 5/M/A-407 N CIVIL ENGINEER: O O O O 4'-I 3/4"x 5'-q 3/6" FIXED ALUM. 6/A-400 2, 3 I/A-40q CLEAR DaBLE PANE LOhi-E 0.45 0.53 BLACK ALUM. I_ PREPARED BY a� O 6'-0 3/4"x 5'-q 3/8" FIXED ALUM. 6/A-40213 2 //A-40q CLEAR DOUBLE PANE LOhV-E 0.45 0.56 BLACK ALUM. I -"°' `� O 3'-4"x 4'-6" CA5EMENT ALUM. 4 5IM/A-401 / 5 5IM/A-401 CLEAR DOUBLE PANE LOIS-E 0.36 0.50 BLACK ALUM. 1 O3'-8"x 2'-6" FIXED ALUM. 4 5IM/A-407 1 5 51M/A-407 CLEAR DOUBLE PANE LOhi-E 0.35 0.56 BLACK ALUM. l 17'-4"x 22'41' CURTAIN HALL ALUM. 41A-400 1 51A-406 CLEAR DOUBLE PANE - - BLACK ALUM. CIVILMS FES 4'-6"X 3'-6" FIXED ALUM. 6 6 6 CLEAR DOUBLE PANE - - BLACK ALUM. 12 GILLETTE AVENUE i SAYVILLE,NY 11782 �_.. _...... m 4'-O"x 3'-6" FIXED ALUM. 6 6 6 CLEAR, DOUBLE PANE - - BLACK ALUM. T-631.390.5985 C-516.647.0472 4'-O"x 3'-6" FIXED ALUM 1 5 5 1 5 CLEAR 5/N5LE PANE - - BLACK ALUM. tjf@civilinsites.com m GENERAL XINDOX NOTES: WINDOW REMARKS: L i i I. 5EE ELEVA TION5 FOR HEADER HE/GHT5. 1. IMPACT RATED, 140 MPH HIND ZONE. STRUCTURAL ENGINEER: O rj SlM/A-407 2. 5EE ELEVATION5 FOR WINDOW GRILL LAYOUTS. 2. HALF CIRCLE,ARCHED H/NDON. 3 CONTRACTOR N E55PONN5l �OR CON5TRUGT/NG PROPER MA50NRY OPEN/NG A5 5PECIF/ED. VER/FY 51ZE5 PRIOR TO CONRALL J.P O N T I E R I, P.E., D.P.C. 5 511-f/A-401 /8.O" 4 (CONT ACTOR 15 TO PROVIDE AND IN5TALL ALL P/r HOOD 5H/M5,BACKER ROD,AND CAULKING REQUIRED FOR A COMPLETE Ir I8 L4Ir ENGINEERING & CONSULTING q=8" l/ Ir ELEVATION A 16 CommercialBlvd. ELEUArroN B, c,D Suite 1A 11-011 5L4" 1=01' Medford NY 11763 3-! 15/6,/ � ...... .:::::. ..:. ,..... z - 631.320.1040 telephone Office@jp-ce.com CONSULTING ENGINEERS O 8ll B.O.CIRCLE TOP H/NDOH M.O. AND TO OF STEEL ATA TTIC LEVEL. - ---- ---- / (ELEV +2q'-6") _ 4T/ -408 MECHANICAL ENGINEER: I=0" 4=0" l=0" 4�O" G 2" 4=0" l=0" 4'-O" l=0" r m �' �• �'- -' 11=011 i� DATA DRIVEN DESIGN I/ 4N / 11 // ry� 4 51M A-407 6 4 1-0 4 4 8I KARBON ENGINEERING � � i � I O i 4 5/MIA-40SERVICES 7 i ` I344 RARITAN CENTER PARKWAY EDISON, NJ 08837 h (732) 710-4000 TEL 8 IA-401 " (877) 703-9956 FAX /A-401 " - ------------------ � E 17 E E O O O O O - _..__. _33.33... _. O O - l=2 //4" -- _------ u� - - - _ 1'-2 I/4" w �V --------------------------- ...................__.. 3 w ....................._3333 333 � I 411 l= _O I/ l(-4„ N I _�F C 3 F=--I u1 I 5 5IM/A-407 ELEV.. +21'-1%2"(3'-1%2"A.F.F) „ ELEV• +20'-6" 5 S/M/A-407 27-4 Il=0"10L 27=8" IA-400 u� ELEVATION C,,9, E ELEVATION F N [r2 EQ. L2" 1:0 r,2" EQ. 2" /7'-41/ 71-1011 ELF✓ATION P 311 1/ l=0" 5'-4" l'-011 311 NOTE 5EE DWG A-602 FOR H/NDOH 5GHEDULE - 1' 4 /A-3io r�" 6'6 " ARCH OA RA� /A T/0/ N ��� I/ 1( /�/FLNORTH SEAL: 2' 6" 51-Off e" 2l/ 11 lo SCALE N.T.S. SCALE: N.T.5. I ;:.^ NOTE.- ------ OTE. O -..__------------- ----------------------- 5EE PLAN FOR AREA5 OF -5 NX N EXP05ED 5MOOTH FAGS /eN TYPE GYP BOARD SUBMISSIONS: 4 /A-4o3 BLOCK INTERIOR F/N15H. METAL FURRING DATE: DESCRIPTION: m 5/e"GYP. BOA OMETAL FURRING 08/31/2023 f/Uf=D FOR FILING 6=8" " --- -..-- DOUBLE STEEL �. 5 N NX" BOARD CHANNEL AT JAMB 8" 2" " ALUM. FRAME EE /a TYPE GYP. I HINDOhV DOUBLE STEEL CHANNEL AT JA M55 Q5IM/A-407 j 0 BACKER ROD AND BACKER ROD AND ••33,33 CAULKING, TYP. CAULKING, T`,P ..._............ - 3333..__. , I ALUM FRAME ALUM FRAME 04 �• FI.(ED H/NDOH F/)(ED HINDOH O -. 4 IA-403 _ O O O ° ..... BACKER ROD ' .. CAULKING. (TYP) )°.ff .° o il, ry 4 --------- _ U) Y) _' '' I"RIGID IN511LATlO MANUFACTURED ./�.� �'{ O '��°,��`` . .......... - - I _. STONE JAMB_.__... 3"RIGID/N50LAT/0N, TYP. 3"RIGID INSULATION, TYP. DOVETAIL MA50NRY LIGHT GAUGE 57EEL TIE 5 FRAMING ► 5 7E BENT GL/P m m JAMB AT FRAME TYFE l JAMB AT FRAME T>'FB 2 JAMB AT FRAME 7 FF 3 NO. DATE: DESCRIPTION: m m REVISIONS: 2 /A-406 7 / PROJECT TITLE: �j 5IM/A-407 IA-403 7=4" SCALE N.T.S. 6'-4" lo 6L4" ELEVATION J K ELEVATION G ELEVATION H I NOTE: 5EE DWG A-101 FOR NOTE: 5EE DWG A-10/FOR $,O„ LOCATION. LOCATION. lo 2" 6" 3'-4" 8" 2" 8" 3L0" /Loll 3L8" 8" BRACE TO DECK ABOVE® 40" 4=0" O.C. METAL FURRING /N RADIO ROOM ONLY. 6-8 S/M A-407 5/M/A-407 ( CUTCHOGUE FIRE DISTRICT < <6 /A 406 6 /A-406 4 / 4 - NEW BUILDING 5/B"GYP BOARD /N RADIO ROOM ONLY. m 260 NEW SUFFOLK RD. `4 ___..._.....__..... - O = 3"LON /METER 6'X6'X/6"NOMINAL BLOCK INTER/OR .....__........ .__............ • • • • • CUTCHOG 11935 ° G PER FA5RENER5. HALL HYTHE. CLEAR TEMPERED GLAZ/NG. p DISTRICT: SECTION: BLOCK: LOT: " p0 pO ° 3 LONG PERIMETER FA57ENER5. __`.. q 1000 102 6 5 0 " I HEAD 55C TION 411 PROVIDE `/MANDREL PANEL " DRAWING TITLE: CLEAR TEMPERED GLAZ/NG. HORIZONTAL GLA55 STOP PROVIDE "5PANDREL PANEL IN HEAD 5ECT/ON -, LOWER LITE iii <t iV I U) HORIZONTAL TUBE. STOP _3.333... ° GSL FAIR ANODIZED 400 rNKGHH /-HORIZONTAL GLA55 WINDOW SCHEDULE ° HORIZONTAL RUBE. 2 2,O„ q° Q (OR APPROVED EQUAL) ° CLEAR ANODIZED KAHNEER MAX `r ANCHOR BOL T Or G.G) Q TRIFAB 400 FRAM/NG 5Y57EM DETAILS & NOTES `� m = (OR APPROVED EQUAL) i SEALANT AND BACKER ROD u_ m 5IM/A-407 ANCHOR BOL T(BY G.G) ` m (BY G.G) 5 S/4"CABINET GRADE WHITE OAK fT 5EALANT AND BACKER ROD Or G.C) IA-40q IA-40q q=e" 5111. PAINT TO MATCH DOOR DATE: NSA PROJECT#: 5 5IM/A-407 Ir FRAME-5. METAL FURRING /N RADIO ROOM ONLY. m I I BLACK ANDD/ZED CHANNEL m 08/31/2023 20-1990 5/LL 5EGT/ON REVEAL5/LL 5BGT/ON 5 „ ELEVATION L ELEVATION M 4=e" lol J DEAV /e GYP. BOARD. IN RADIO ROOM ONLY. SCALE: CONSULTANT PROJECT#: ELEVATION N ELEVATION O 5/e"GYP. BOARD - 6'X6'X/6"NOMINAL BLOCK INTERIOR HALL AS NOTED WYTHE. DRAWN BY: DRAWING NO.: AlAVOA Y T/OA/(� � A55 )= NEL F A)q �l �l 0/\/ � / l / ,VT� �1�� 6MU AALL JTM SCALE= I/2" _ P-O" SCALE3" = l'-O" 5CALE, 3"_ l'-O" HECK BY: A-602 PKG 6 n: UNDERSIDE OF 5TRUGTURE ABOVE. U Q UNDERSIDE OF 5TRUGTURE a j UNDERSIDE OF STRUCTURE ABOVEj UNDERSIDE OF STRUCTURE AUNDERSIDE OF 5TRUGTURE ABOVE / ABOVE af BOVE / j i > 16 6A. CLIP ANGLE j I6 6A. CLIP ANGLE I6 6A. CLIP ANGLE 1 ' :` I *600T200-43MIL / **600T162-33MIL STEEL 060OT200-43MIL/ **362TI62-33MIL *60OT200-43MIL /**362TI62-33MIL STEEL � " FIRE STOP AND GAULK TO GODS 1625162-33MIL FURRING W TOP RUNNER EXP. BOLTED TO SLAB 32" O.G. I I STEEL TOP RUNNERS EXP. BOLTED TO FIRE STOP AND CAULK I TOP RUNNER5 EXP. BOLTED TO 5LAB 32 O.G. AT Ib" O.G. Z ?. I *600T200-43MIL / **362TI62-33MIL GU5HION AGAINST 5TRUGTURAL LOADING i I SLAB 32" O.G. CUSHION AGAINST TO GODS CUSHION AGAINST STRUCTURAL LOADING. ° 5TEEL TOP RUNNER EXP. BOLTED TO ?: i N SLAB 32" O.G. CUSHION AGAINST I STRUCTURAL LOADING 1 (U LAYER OF 5/8" TILE 5LEEVE /FIRE5TOP PENETRATION5 .4 . ° NOTE: FURRING 5PEGIFIGATION5 I STRUCTURAL LOADING 1 ., EXTEND STUD TO TOP RUNNER® 48" O.G. EXTEND (1) LAYER OF M015TURE ° .° BACKER BOARD TO GODS THRU MASONRY WALL. ° AT FIRST AND 5EGOND FLOOR. EXTEND (1) LAYER OF 5/S" GYP. ON I EXTEND [I] LAYER OF 5/8" GYP. UP TO I I T�15TNDER5IDE OF STRUCTURE ABOVE 55EALEVPEENETRATPPRpVED I 3" SOUND ATTENUATION BATTS SEAL PENETRATIONS/ o BOTH 51DE5 TO MPER51DE OF " CAULKING COMPOUND 5LEEVE /FIRE5TOP 5LEEVE5 W/APPROVED N E M S C H I C K S I L V E RM AN STRUG fl1RE I UNDERSIDE OF STRUCTURE ABOVE FOR 50UND EXTEND (I) LAYER OF 5/8 GYP,ON I PENETRATIONS TO GODS THRU GAULKIN6 COMPOUND . ° (1) LAYER OF 5/8" 6YP. I ATTENUATION OUTER 51DE TO UNDERSIDE OF FOR SOUND ATTENUATION FOR SOUND ATTENUATION BOARD MASONRY WALL. 66 EAST MAIN STREET 1 I 3" SOUND ATTENUATION BATTS I 1 AGT GEILIN6 (5EE PLAN FOR LOCATION). I I I I STRUCTURE' ° 5EE PL-A I PATCHOGUE, NEW YORK 11772 „ Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com ACT GEILIN6 (5EE PLAN FOR LOGATION) ACT GEILIN6 (5EE PLAN FOR LOCATION) 8 CMU BLOCK WALL. ACT GEILIN6 (SEE PLAN FOR LOCATION) I " " 3" SOUND ATTENUATION BATTS I PLUMBING CHASE. ° .°:° FULL HEIGHT. SEE ;.: PROVIDE GONTINUOU5 I , I6 6A. GRG AT 5TRUGTURAL DW65. PROVIDE GONTINUOU5 I �", Ib 6A. "GRG" '.; 4'-0" O.G. VERTICALLY MAX OR I ", Ib 6A. AT 4'-0" O.G. VERTICALLY MAX OR I �", �� I �` FLAT STRAPS EA. SIDE ® 4'-O" VERT. MAX. �� ' PROVIDE CONTINUOUS I ", I6 GA. "CRO" PROVIDE GONTINUOU5 I ", Ib 6A. "GRG" Ib 6A. FLAT 5TRAP5 EA. 51DE ® 4'-O" I AT 4'-0" O.G. VERTICALLY MAX OR I AT 4'-0" O.G. VERTICALLY MAX OR I I6 6A. FLAT 5TRAP5 EA. 51DE ® 4'-0" VERT. MAX. [I] LAYER 5/S" TILE BACKER BOARD AT TILE I6 6A. FLAT STRAPS EA. SIDE ® 4'-0" VERT. MAX. (1) LAYER 50' GYP. BOARD EACH LOCATIONS VERT. MAX. SIDE * ** OPENING TO RECEIVE PLUMBING• ° 8" SMOOTH FACE GMU BLOCK 6005200-43MIL / 6005162-33MIL WALL. FULL HEIGHT. SEE PLAN *6005200-43M]L / **3625162-33MIL I I 1 6005200-43MIL/ 3625162-33MIL I FOR 51 E STEEL STUDS ® I6 O.G. * ** Z ON PLANS CIVIL ENGINEER: EQ. STEEL STUDS ® I6" O.G. I EQ. STEEL 51UDS ® ib" O.G. * ** WALL BASE - REFER TO FINISH 5GHED. WALL BA5E - REFER TO FIN15H 5GHED. F/DTL5. 6005200-43MIL / 3625162-33MIL WALL BASE - PREPARED BY F/DTL5. I * ** WALL BASE - REFER TO FINISH " 600T200-43MIL / bOOT162-33MIL STEEL I EQ. STEEL STUDS ® I6 O.G. FINISHED FLOOR- REFER I REFER TO FINISH *600T200-43MIL /**362TI62-33MIL I BOTTOM RUNNER EXP. BOLTED TO SLAB 32" I 5GHED. F/DTL5. ° WALL BA5E - REFER TO FIN15HED FLOOR - REFER I I O.G. ° TO FIN15H 5GHED. F/DTL5. ° 5GHED. F/DTL5. BOTTOM RUNNER EXP. BOLTED TO TO FIN15H 5GHED. F/DTL5. I FINISH 5GHED. F/DTL5. ° ' I SLAB 32" O.G. I NEW FLOOR TILES A5 5PEGIFIED. REFER TO I I '' FINISHED FLOOR - REFER TO FI'415H FINISHED FLOOR - REFER TO FINISH I �:: FLOOR SLAB. ° 5GHED. F/DTL5. �-FINISH SCHEDULE 5GHED. F/DTL5. °. FLOOR 5LAB FLOOR SLAB EXI5TIN6 FLOOR 5LAB TO REMAIN / FLOOR 5LAB - *bOOT200-43MIL / **362TI62-33MIL. �'�' � � BOTTOM RUNNER EXP. BOLTED TO *600T200-43MIL / **362TI62-33MIL. SLAB 32" O.G. 12 GILLETTE AVENUE BOTTOM RUNNER EXP. BOLTED TO NALL TY�E I NALL TY�E 2 NALL T�,/FE 5 SLAB 32" O.G. , -I��� T` '�� � NALL SAYVILLE,NY 11782 I � } I 3 � `{ T) �, �/� `�' T��� � T-631.390.5985 I C-516.647.0472 2 � NOT RATED NOT RATED DOUBLE 5TUD WALL WITH PLUMBING GHA5E. EXPOSED MASONRY WITH SHAFT CHASE. EXPOSED MASONRY WITH GYP. BD ON ONE SIDE. tjf@civilinsites.com A NALL TYPE I A NALL TYFE 2A NALL TYPE 3A NALL TYFE 4A NALL /l I'�LL TYPE 5A STRUCTURAL ENGINEER: �A SAME AS WALL TYPE I EXCEPT WITH TILE 2A SAME A5 WALL TYPE 2 EXCEPT WITH TILE BACKER BD. ON BSAME AS WALL TYPE 3 EXCEPT WITH TILE BACKER "'T 130TH SIDES OF WALL. BACKER BD. ON BATHROOM SIDE. U5AME A5 NALL L DE516N (UgpSTM BD. ON BATHROOM SIDE. 4 EXCEPT 2 HOUR RATING. SAME A5 WALL 5 EXCEPT WITH TILE BACKER BD. J.PONTI ERI, P.E., D.P.C. I E3 NALL TYFE 15 NALL TYTE 25 NALL TYFE 5BTY� 5� ENGINEERING & CONSULTING SAME AS WALL TYPE I EXCEPT WITH TILE 35 r ALL BACKER 2� SAME A5 WALL TYPE 2 EXCEPT WITH TILE 1 �� BOARD ON KITCHEN 51DE OR TOILET ROOM SIDE. BACKER BOON BOTH SIDES. SAME A5 WALL TYPE 3 EXCEPT WITH TILE BACKER BD. ON BOTH 51DE5. SAME AS WALL 5 EXCEPT 2 HOUR RATING. NALL �,/ UL DE516N (005) PROVIDE TILE BACKER IN TILED 13 h f T I FE IG AREAS AND M0151URE RE-515TANT GYP IN NET 16 Commerc;u► �.,1��: ^' (� SAME A5 WALL TYPE I EXCEPT WITH I HOUR AREA5. Suite 1A 4-11, . RATING. Medford, NY 11763 1011 UL DESIGN (U41q) 631.320.1040 telephone Office@jp-ce.com CONSULTING ENGINEERS UNDERSIDE OF 5TRUGTURE ABOVE MECHANICAL ENGINEER: / CAULK BOTH 51DE5 WITH 3M GAULK BOTH SIDES WITH 3M j FFIRE BARRIER GP 25NB CAULK. IRE BARRIER GP 25WB CAULK. 4. FIRE 5TOP AND CAULK TO GODE j UNDERSIDE OF 5TRUGTURE j UNDERSIDE OF 5TRUGTURE < R °• . UNDERSIDE OF STRUCTURE ABOVE / ABOVE. ABOVE. DATA DRIVEN D E S I G N SEAL PENETRATIONS I 3 5/8" 362T200-33. TOP TOP 5TEEL J RUNNER KA R B O N ENGINEERING /SLEEVES W/ I RUNNER EXP. BOLTED TO APPROVED I SLAB 32" O.G. 2 Y2" GH METAL STUDS,20 GAUGE SERVICES GAULKIN6 COMPOUND i AT 24" O.G. VERTICALLY MAX. 344 RARITAN CENTER PARKWAY FOR 5OUND a SLEEVE /FIRESTOP PENETRATIONS I ` ATTENUATION TO GODS THRU MASONRY WALL. I 3" THERMAFIBER 5AFB IN5ULATION (50UND 8" SMOOTH FACE GMU BLOCK WALL. FINISHED WOOD TOP WITH Y" FINISHED WOOD ATTENUATION FIRE BLANKETS) EDISON, NJ 08837 FULL HE16HT. 5EE 5TRUGTURAL I I TRIM ON BOTH SIDES. a Dwbs. I I I6 6A. CLIP ANGLE OF GONTINUOU51-1/2"2" X I-I 2° (732) 710-4000 TEL ° / / ** 206A. GOLD ROLLED CHANNEL 61 YPSUML INER11PgI,ELTSROGK (877) 703-9956 FAX 362TI62-33MIL STEEL TOP RUNNERS GAT AT S'-O" O.G. VERTIGALLY EXP. BOLTED TO 5LAB 32" O.G. GU5HION ° aA6AIN5T 5TRUGTURAL LOADING AYER5 5/8" FIRE RATED [2] LAYER5 5/8" 5HEETROGK 6YP. BOARD EACH SIDE I I :% (1) LAYER 5/S" GYP. BOARD EACH SIDE GYPSUM PANEL. I I I 3 5/8",362TI62-33. 5TEEL 1 - **3625162-33MIL EQ. STEEL STUDS ® 16" O.G. STUDS ® I6" O.G. WALL BA5E - REFER TO FIN15H 5GHED. F/DTL5. GONTINUOU5 b" 206A. 6ALV. 1 SHEET 5TEEL KICK. (BOTH 51DE5) 4" RUBBER BASE EACH SIDE N.O.Na **362TI62-33MIL STEEL BOTTOM RUNNER EXP. 3 5/S", 362T200-33. BOTTOM RUNNER FINISHED FLOOR - I I BOLTED TO 5LAB 32" O.G. 1 L) EXP. BOLTED TO CURB ® 32" O.G. BOTTOM STEEL J RUNNER REFER TO FINISH FINISHED FLOOR- REFER TO FINISH I :; 4" RUBBER BASE EAGH 51DE N.O.Na 5GHED. F/DTL5. ° I 1 _ SGHED. F/DTL5. I FINISHED FLOOR - REFER TO I TQM D�SGPIP./LOG. MANUFA6 TUBER 5PFG GOLOJQ/P�41 TT�RN _ FINI5HED FLOOR - REFER TO XA �- FINISH 5GHED. F/DTL5. FLOOR 5LAB. FLOOR SLAB / , �-FIN15H 5GHED. F/DTL5. FLOOR HG-1 HONED CONCRETE FLOOR 3D H5-CONCRE7E DEN5/FIER WITH 3D 5P-5TAiN PROTECTOR AND COLOR: 5R2-5TAIN RE51 _ NOTE: FIN/5H GLO55 LEVEL 2. FOLLO ALMERIPOL15H INC. GUl�NE5/FOR PROVIDE ABUILT-UP METAL 51UD P05T ANCHORED TO FLOOR FACE END OF LOW AGH/E1/lN57 A HONED FINISH. WALL5. PF-1 EPDXY FLOOR PAINT DEX-O-TEX TEK CRETE 5L B BA5ECOAT NALL COLOR: / I I DEK-O TEX 00K GLAZE TOPCOAT 5PEEDWAY GRAY#4/3 / ALL TYi�E 6 Y `ALL TYFE I NALL I`TNALL TYFE � Y `TALL TYTE PF-2 EPDXY FLOOR PAINT REX-0-TEX7FK CRETE 5L BBA5ECOAT COLOR: /v TEK-CRETE SEALER GP TOPCOAT 5PEEDWAY GRAY#4/3 EXPOSED MASONRY � 2 HR. RATED SHAFT PARTITION 48 HIGH PARTITION - NOT RATED 2 HR. RATED PARTITION TEK-CRETE GRAY / IULLIDE516N (U411) fit, /� UL DE516N N415 5Y5TEM B) PF-3 EPDXY FLOOR PAINT 2 57EP PAINTED CONCRETE FLOORING TO RECEIVE BM COR07ECH COLOR: NALL ^I !5' l A L L TYTE 6 AAME 5 WALL TYPE 6 EXCEPT WITH 2 HOUR RATING. NALL ALL TYFE a A 1005K 5OL1D5 EPDXY PRE-PRIMER V155 BY BENJAMIN MOORS, BENJAMIN MOORS ! 5A FOLYAM/DE EPDXY COATING GL055 GV40056 TOP COAT WITH V630 51L VER GRAY 2 HR. RATED PARTITION EXCEPT WITH DEN SHIELD AGGREGATE APPLIED BETWEEN TOP COAT5 PER MANUFACTURES UL DE516N (Ua05) FIREGUARD TILE BACKER ON BATHROOM SIDE. RECOMMENDATIONS AND SPEGIF/GATIONS. UL DE516N (0411) GFT-1 CERAMIC FLOOR TILE - COLOR: STUD SIZING NOTES: GFT-1 CARPET TILE 24"x24" TANDU5 GENTIVA, MODEL: 0405/ INTERCHANGE COLOR; : . DENOTES FURRING AND METAL STUD SIZING AT FIRST FLOOR. lN57ALLATIONHORIZONTAL A5HLARH01-f--I WALK-OFF MAT BALCO MODEL:FMR-C/RE5,E55ED ROLL-UP FLOOR MAT,ALUM/NUM COLOR: 2. DENOTES FURRING AND METAL STUD SIZING AT SECOND FLOOR. EXTRU5/ON5 W/CARPET INSERT _ NORTH SEAL: L5-1 LANE 57R/FFIN57 BORDER VEX-O-TEX COLORPAX E-U-W COLOR: #9/0 5AFETY YELLOW `` -Y PR T/ N E T/A l�5 L5-2 LANE 57R/PPIN57 WALKlNAY5 DEX-O-TEX COLORPAX E-U-W COLOR:#4/3 c) 5F559 GAY SCALE= N.T.5. L5-3 LANE 57RIPPINS DEX-O-TEX COL ORPAX E-U-W COLOR: #3/0 BLACK NALL BA5E 5PEGlFI6A TION5 -- Rk0-1 RE5ILIENT BA5E KOPPE RUBBER RE5/LIENT '5IHFLlCITY", MODEL#FV4000 4%2"H COLOR: 5/6N TYPE. ROOMID SUBMISSIONS: CPO-1 CERAMIC WAIL BA5E CERAMIC, BA5E, MODEL DATE:DATE: DESCRIPTION: G OF COLUMN FLANGE. QUANTITY SEE DRAWINGS COLOR: ry _ MATERIAL: .032"PHO TOPOL*ER - 9" ON J"AGRYLIG INALL5 08/31/2023 vAr-i7 FOR riuiiG 3 5/8"METAL 5TUD5. 5/ZE: AS INDICATED LETTER STYLE. HELV. REG. P-1 WALL PAINT Tl�O GOA15 BENJAMIN REGAL 5ELEGT WATERBORNE INTERIOR PAINT- COLOR: E665HELL OVER ONCE COAT B.M. 'FRE5H 5TART"ACRYLIC PRIMER. PM-3 DE60RATOR5 WHITF (/)LAYER 5/8"GYP BD. NHITF UPPER CASE, RAISED BACKGROUND COLOR: BLACK ACCENT WALL PAINT 7N0 GOATS BENJAM/N REGAL SE EGT - COLOR: LE77FR5(TYPJ P_2 L WATERBORNE INTERIOR PAINT ROOM I LETTER 5/zE: 5/8"MIN. -2"MAX TROPHY DISPLAY EGGSHELL OVER ONCE GOAT B.M. 'FRE5H 57ART"ACRYLIC PRIMER. BLACK BACKGROUND(7YP), LETTER COLOR: WHITE P-3 DOORS AND FRAME5 THO COAT5 BENJAMIN MOORS "DTH ACRYLIC "5EMI-6L055"OVER COLOR: STEEL COLUMN. EXCEPT ON DOOR5 LABELED COPY TO BE SET UPPER CASE ONCE COA5T "D.TH.. AGRYLIG PRIMER." "ETdERGENGY EXIT" THEN EXPOSED STEEL COLUMNS TWO COAT5 BENJAMIN MOORS 'DTM AGRYLIG "5E1-fI-6LO55"OVER COLOR: - � BAGKSRG'UND TO BE RED AIVD SPACING: NORMAL P-4 AND BEAH5 PAINT ONCE COA5T "D.T.M. AGRYLIG PRIMER." NOTE:• LETTER5 TO BE WHITE MOUNTING METHOD: APHE5/VE BACKED 1. DIMEN5/ON5 MAY VARY. P-5 EXP05ED METAL DECK PAINT THO COAT5 BENJAMIN MOORS "DTM ACRYLIC 'SEMI-GLG55"OVER COLOR: 2. V5E M0/5R)RE RE515TANT -2 112ADA COMPLIANCE GRADE 2 MOUNTING LOCATION: 5EE ROOM IID LOCATION _ GYP BD. IN WET AREAS. }���� 6#F:% BRAILLE TO CORRE5POND WITH DETAILS TNlS SHEET ONCE COAST "D.T.M. AGRYLIG PRIMER" COATS BENJAMIN RE OFFICE WALL PAINT 7W GAL 5ELE6T PYA TERBORNE INTERIOR PAINT- COLOR: TEXT(�� NOTE: lF PIGTG'GRAM l5 PROVIDED, lT SHALL BE P 6 GE OF COLUMN FLANGE TG'RASE/GLOSET WALL PEGGSHELL OVER ONCE GOAT B.M. "FRESH 5TART"AGRYLIG PRIMER. PLACED ABOVE TEXT AND BRAILLE SIGNAGE TWO COAT5 BENJAMIN REGAL 5ELEGT WATERBORNE INTERIOR PAINT- COLOR: P-7 PAINT EC-65HELL OVER ONCE GOAT B.M. 'FRE5H 5TART"ACRYLIC PRIMER. - LW ALL A T C�4L UMW,/ T TA IL ROOM , �. P_8 COMMUNITYHALL PAINT E6GOATSBENJAMINREGAL5ELEGTWATERBORNEINTERIORPA/ � EGGSHELL OVER ONCE GOAT B.M. FRESH 57ART ACRYLIC PRIMER P_g MEMBERS LOUNGE PAINT TNO COAT5 BENJAMIN REGAL 5ELEGT WATERBORNE INTERIOR FAINT- COLOR: SCALE: l l/2" = P-O" EC65HELL OVER ONCE COAT B.M. "FRE5H 57ART"AGRYLIG PRIMER.SCALE= 3" _ l'--O" COMM155/ONER5 507E PAINT TWO COAT5 BENJAMIN REGAL 5ELEGT WATERBORNE INTERIOR PAINT- COLOR: P-lO E665HELL OVER ONCE GOAT B.M. "FRE5H 57ART"AGRYLIG PRIMER. B-1 BRICK VENEER BRICK VENEER COLOR. - Z1 10/20/2023 ADDENDUM#1 CHT-1 CERAMIC WALL TILE - COLOR.. NO. DATE: DESCRIPTION: &ENERAL FIN/5H NOT55: GWT-2 CERAMIC WALL TILE - COLOR: REVISIONS: P- I)NEW PAINT TO BE EG05HELL FIN15H ON HALL5, 5EM1-SL0.55 FINISH ON TRIM, DOORS AND FRAME5. CHT-3 - PROJECT TITLE:CERAMIC WALL TILE - - 2)CONTRACTOR SHALL FIELD VERIFY EXISTING FINI5HE5 WITHIN EACH RE5FE67IVE 5PACE WHERE WORK 15 REQUIRED AND VERIFY - EX15TlNG FINISHES/HANUFA6TURER5/COLORS TO BE MATCHED WHEN MAKING REPAIR5. FURN15H MA7ERIAL AND COLOR SAMPLES GF/L/NG CHANGE FLOOR TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ORDER AND OR IN57ALL.ATION. FAILURE TO OBTAIN APPROVAL PRIOR TO 2X2 ACOUSTICAL 2X2 ARM57RON5 DUNE, TE60LAR #1774 SQUARE LA Y'-IN; MODEL #1774 WHITE FIN15H BENEATH INSTALLATION 15 AT CONTR46TOR5 SOLE R15K FOR REMOVAL /REPLACEMENT WITH ARCHITECT/VERIZON APPROVED 5AMPLE. ACT-1 f, DOOR 3)WHERE NOTED TO PATCH AND/OR MATCH EX15TIN5, CONTRACTOR 5HALL INCLUDE IN BA5E BID PREPARATION AND FIN15H WORK TO GEILIN6 TILE 15/16"PRELUDE SUSPENSION SYSTEM PAINT TRIM A5 EX15TIN57 AND PATCHED WALL 5URFACE5 FOR IT5 FULL HE16HT(FLOOR TO FINI5HED GEILIN6)AND FOR IT5 WIDTH RUNNING IN BOTH 2X2 ACOUSTICAL 2X2 ARM57RON5,KITCHEN ZONE, #(273 SQUARE LAY-IN 5MOOTH COLOR: WHITE PER 5TRIKE JAMB DIRECTIONS TO THE NEAREST FULL HEIGHT JOG/IN5/DE OR CY/T51VE CORNER/TERM/NATION POINT. T H15 REQUIREMENT 15 FOR ALL ACT-2 GEILIN6 PANEL TEXTURE;PRELUDE XL 15/16"5USPEN510N 51157EM NOTE: EXP05ED HALL 56RFACE5 -NO MATTER HOW 5MAL.L A PATCH. CONGEALED PATCHE5 MAYBE REPAIRED AT PATCH ALONE AND CUTCHOGUE FIRE DISTRICT BLENDED W/TH EX15TING FIN15HE5. ACa6TI6AL PANEL WOOD FIBER ACOU5TIC PANEL COLOR: DESIGNATION l5 SPEGIFIG TO THIS DETAIL. VERIFY DOOR ACP-1 CLA55 A GEIL INC FIN15H NEW BUILDING PREFERRED IF FIELD GONDITION5 ROOM 5/SN B TRIM COLOR5 W/FIN15H 5CHEDULE REMARK5/TH15 5HEET. 4)IT 15 THE CONTRAGTOR5 50LE RE5PON5/BILITY TO DST EXl5TING GONDITION5 PRIOR TO WORK IN EACH RESPECTIVE AREA. ROOM S/GN A DICTATE, VERIFY (CENTERED ON DAMAGE5 TO EXI5TING FIN15HE5 TO REMAIN DURING WORK PROCEDURE5 5HALL BE REPAIRED AT CONTRACTORS EXPEN5E, UNLE55 TWO COATS BENJAMIN REGAL 5ELECTWATERBORNE INTERIOR PAINT-. COLOR: 260 NEW SUFFOLK RD. (LATCH SIDES LOCATION WITH PA551VE LEAF) �,/ - DAMAGE5 ARE DOCUMENTED PRIOR TO 5TART OF WORK. CP-5 GEILIN6 PAINT WASHABLE FLAT OVER ONCE GOAT B.M. "FRF5H 5TART"AGRYL/G NHI7E ®®� I l �l� 1T 1 PRIMER CUTCHOGUE, NY 11935 9"MIN. \ ARCH/TFGT. / \ 5)B, 5-2,AND A-3 OCC1JPANG/E5. NON-5EPARATED O6GUPANG/E5. A-3 OCCUPANCY CLA55 GOVERN5: ALL INTERIOR WALL AND CEILING 5C ALE_ / _ l-O" FIN/5HE5 5HALL MEET OR EXCEED CLA55 'B"(A577-f--E-64)26 TO 75 FLAME 5PREAD AND 5MOKE DEN5/7Y OF 450 MAX, PER M/SG. DISTRICT: SECTION: BLOCK: LOT.- APPLICABLE BUILDING CODE, CHAPTER 6 SECTIONS;ALL FIN15H FLOORING 5HALL BE CLA55 /l HITH A MINIMUM CRITICAL RADIANT FLUX OF 022NATT51CMZ PER. APPLICABLEBU/L.DING CODE, CHAPTER 0 5EGTION5. QTZ-/ QUARTZ HORIZONTAL 5ILE5TO,NE TO BE 5ELECTER. COLOR: 1000 102 6 5 \ / SURFACES n XALL AND CEILING FIN/5HE5: QUARTZ DRAWING TITLE: n \ / \ QTZ-2 5/LESTONE TO BE SELF.C7FU. COLOR: � N N � CLA55 FLAME SPREAD INDEX 5M9,k.E DEVELOPED BAGKSPLASHA 0-25 _ 0- 60 VFPTIGAI. SURFArF�= ► n I I „• IP B 2b--75 0-4-XC&-_1GABINF_T GRADE PLYWOOD VENEER 9PECIE5 Al�V FINISH TO BE 5ELEG7ED I COLOR: r,% A r-z••s-1-1-1 n w I 'r-,i�r-t-+ r-I L I I r%I I U a r U UNDERSIDE OF 5TRUGTURE ABOVE. U Q UNDERSIDE OF 5TRUGTURE ABOVE / UNDERSIDE OF STRUCTURE ABOVE UNDER5I0E OF 5TRUGTURE ABOVE UNDERSIDE OF 5TRUGTURE ABOVE j jVIIIIIIIII14/'//z 16 (5A. CLIP ANGLE j U) Y U 16 6A. CLIP ANGLE *60OT200-43MIL / **362TI62-33MIL STEEL c 16 6A. CLIP ANGLE .; 1 *60OT200-43MIL / **600TI62-33MIL STEEL *60OT200-43MIL / **362T62-33MIL f 162SI62-33MIL FURRING co I I FIRE STOP AND CAULK r Q' 1 TOP RUNNERS EXP. BOLTED TO SLAB 32" O.G. FIRE STOP AND CAULK TO CODE { TOP RUNNER EXP. BOLTED TO 5LAB 32" O.G. STEEL TOP RUNNERS EXP. EOLTED TO C i a :{; AT 16" O.G. - *600T200-43MIL / **362TI62-33MIL CUSHION AGAINST STRUCTURAL LOADING SLAB 32" O.G. GU5HION AGAIN5T TO CODE CUSHION AGAINST 5TRUGTURAL LOADING. a N i I ° . I (1) LAYER OF 5/8" TILE SLEEVE /FIRE5TOP PENETRATIONS .° . ° NOTE: FURRING SPEGIFIGATIONS STEEL TOP RUNNER EXP. BOLTED TO I 5TRUGTURAL LOADING SLAB 32" O.G. CUSHION AGAINST I ' EXTEND STUD TO TOP RUNNER® 48" O.G. EXTEND (1) LAYER OF MOI5IURE BACKER BOARD TO GORE THRU MASONRY WALL. <_ ° . AT FIRST AND SECOND FLOOR. 1 I I I 5PENETRAT�I R05� I 3" SOUND ATTENUATION BATTS SEAL PENETRATIONS / ° N E M S C H I C K S I L V E RM AN I 5TRUGTURAL LOADING RE515TANT 5/8 GYP. ON TOILET 51DE �' < EXTEND (U LAYER OF 5/8" GYP. ON ' EXTEND G1 LAYER OF 5/8" GYP. UP TO TO UNDERSIDE OF 5TRUGTURE ABOVE. a SLEEVE /FIRESTOP SLEEVES W/APPROVED BOTH 51DE5 TO UNDERSIDE OF I UNDERSIDE OF 5TRUGTURE ABOVE FOR 5OUND EXTEND (1) LAYER OF 5/8" SYP. ON CAULKING COMPOUND k ° I PENETRATIONS TO GODE THRU CAULKING COMPOUND i ° (U LAYER OF 5/8 GYP. FOR SOUND ATTENUATION BOARD 66 EAST MAIN STREET :. �T OUTER 510E TO UNDERSIDE OF - MASONRY WALL. FOR SOUND ATTENUATION STRUCTURE ABOVE. I ATTENUATION !j ° PATCHOGUE, NEW YORK 11772 1 EE PLAN FOR LOCATION) STRUCTURE ABOVE. 4 5 x; K 1 ACT GEILING (5 1 I I I `: a 8" GMU BLOCK WALL Phone: 631 563 2130 Fax: 631 563 2139 www.nsarchitects.com I : 3" 5OUND ATTENUATION BATT5 EE PLANS 1 1 I 1 ?it.___.,-:; I :. ..,--A-a---,--7z- I I ACT GEILING (SEE PLAN FOR LOCATION) ACT GEILING (5EE PLAN FOR LOCATION .� ° a FULL HEIGHT. SEE =TE:. ACT GEILING (SEE PLAN FOR LOCATION) 1 i PROVIDE CONTINUOUS I ", 16 6A. "GRG" AT 3" SOUND ATTENUATION BA-T5 PLUMBING CHASE. STRUCTURAL DW65. PROVIDE GONTINUOU5 I �" 16 6A. "GRG" 4'-0" O.G. VERTICALLY MAX OR ", I6 6A. ° PROVIDE GONnNUOUS I ", I6 6A. "GRG,, x- 1 FLAT 5TRAP5 EA. SIDE ® 4'-0" VERT. MAX. 1 I PROVIDE CONTINUOUS I , i� 6A. GRG T 4'-0" O G . ; . ° I A VERTICALLY MAX OR I I- AT 4'-0" O.G. VERTICALLY MAX OR I �, AT 4'-0" O.G. VERTICALLY MAX OR I I6 6A. FLAT 5TRAP5 EA. 51DE ® 4-O 16 6A. FLAT 5TRAP5 EA. 51DE ® 4'-0" 1 VERT. MAX. [I] LAYER 5/8" TILE BACKER BOARD AT TILE 16 GA. FLAT 5TRAP5 EA. 51DE ® 4-O VERT. MAX. VERT. MAX. (1) LAYER 5/8" GYP. BOARD EACH ., LOGATIONS OPENING TO RECEIVE PLUMBING. 8" SMOOTH FACE GMU BLOCK 2 "U.O.N. 51DE *6005200-43MIL / **6005162-33MIL ° WALL. FULL HEIGHT. 5EE PLAN <" ':, ON PLAN5 *6005200-43MIL / **3625162-33MIL i STEEL STUDS ® I6" O.G. I 1 *6005200-43MIL / **3625162-33MIL FOR SIZE. CIVIL ENGINEER: EQ. STEEL 5TUD5 ® I6" O.G. EQ. STEEL STUDS ® I6" O.G. * ** WALL BA5E - REFER TO FINISH 5GHED. WALL BA5E - REFER TO FINISH 5GHED. F/DTL5. I 6005200-43MIL / X3625162-33MIL WALL BASE - PREPARED BY 1 WALL BA5E - REFER TO FItI15H EQ. STEEL STUDS ® I6 O.G. F/DTL5. I *60OT200-43MIL / **600T162-33MIL 5TEEL I I yG}{� F/DTL5 FIN15HED FLOOR - REFER I FINISHED FLOOR - REFER REFER TO FIN15H L *600T200-43MIL / **362TI62-33MILDTL5._ ?:: WALL BASE - REFER TO TO FINISH SGHED. F/DTL5. \ BOTTOM RUNNER EXP. BOLTED TO SLAB 32 I TO FINISH 5GHED. F/ v ° 5GHED. F/DTL5. BOTTOM RUNNER EXP. BOLTED TO I 1 O G I FIN15H 5GHED. F/DTL5. 4 1 SLAB 32" O.G. I 1 1 FINISHED FLOOR - REFER TO FIN15H { NEW FLOOR TILES AS SPECIFIED. REFER TO \ \\ FINISHED FLOOR - REFER TO FINISH SGHED. F/DTL5. ° FLOOR SLAB. ° FLOOR SLAB 5GHED. F/DTL5. I _ /�-FIN15H 5GHEDULE - - - - - - ` 060OT200-43MIL / **362TI62-33MIL. FLOOR SLAB EXISTING FLOOR SLAB TO REMAIN FLOOR SLAB / BOTTOM RUNNER EXP. BOLTED TO L >SITE / *60OT200-43MIL / **362T62-33MIL. SLAB 32" O.G. 12 GILLETTE AVENUE BOTTOM RUNNER EXP. BOLTED TO SAYVILLE,NY 11782 WALL T)" FE I 1NALL 7"TE 2 1NALL TNrFE 3 SLAB 32" O.G. ALL TNTE 4 WALL TN(FE J I � � � � T-631.390.5985 � C-516.647.0472 NOT RATED NOT RATED DOUBLE STUD WALL WITH PLUMBING CHASE. EXP05ED MASONRY WITH SHAFT GHA5E. EXPOSED MASONRY WITH 6YP. BD ON ONE 510E. tJf@civlhnsrtes.com !' ALL T I FE I A 1' `TALL T I FE 2A 1' `TALL TNrFE FE 5A 1' ALL TNrFE FE 4A 1' ALL T I FE 5A STRUCTURAL ENGINEER: I A SAME AS WALL TYPE I EXCEPT WITH TILE 2A SAME A5 WALL TYPE 2 EXCEPT WITH TILE 5A SAME AS WALL TYPE 3 EXCEPT WITH TILE BACKER 4A SAME AS WALL TYPE 4 EXCEPT 2 HOUR RATING. 5A SAME AS WALL 5 EXCEPT WITH TILE BACKER BD. BACKER BD. ON BOTH SIDES OF WALL. BACKER BD. ON BATHROOM SIDE. BD. ON BATHROOM 510E. UL DE516N (Ua05) ON WET 51DE.I E3 .PONTI ERI, P.E., �.P.C. 1NALL TNTE I� lNALL TNrFE 25 1NALL TN FE 55 WALL TNTE 55 ENGINEERING & CONSULTING SAME A5 WALL TYPE I EXCEPT WITH TILE BAGKER �� SAME A5 WALL TYPE 2 EXCEPT WITH TILE �� 5AME A5 WALL TYPE 3 EXCEPT WITH TILE BACKER �� 5AME A5 WALL 5 EXCEPT 2 HOUR RATING. BOARD ON KITCHEN 51DE OR TOILET ROOM SIDE. BACKER BD. ON BOTH SIDES. BD. ON BOTH 51DE5. UL DE516N NgO5) 16 Commercial Blvd. 1NALL 7*rFE 1C., Suite 1A I Ci SAME A5 WALL TYPE I EXCEPT WITH I HOUR Medford, NY 11763 �H ,.�„ RATING. 631.320.1040 telephone UL DE516N (U419) Office@jp-ce.com CONSULTING ENGINEERS MECHANICAL ENGINEER: UNDERSIDE OF 5TRUGTURE ABOVE GAULK BOTH 51DE5 WITH 3M CAULK BOTH 51DE5 WITH 3M FIRE BARRIER GP 25WB CAULK. FIRE BARRIER GP 25M CAULK. FIRE STOP AND CAULK TO CODE / / UNDERSIDE OF 5TRUGTURE UNDERSIDE OF 5TRUGTURE ArR" B,, ­� o os UNDERSIDE OF 5TRUGTURE ABOVE j ABOVE. j ABOVE. ITEM D5•5GR/P./LOG. MANUFAG TURBR 5PFG GOLOR/P�4 TTFRN DATA DRIVEN DE IG SEAL PENETRATIONS �° . °° 3 5/S" 362T200-33. TOP TOP STEEL J RUNNER FLOOR KAR B O N ENGINEERING /SLEEVES W/ I :: RUNNER EXP. BOLTED TO APPROVED SLAB 32 O.G. HC-I HONED CONCRETE FLOOR 39 H5-CON6RETE DEN5/FIER WITH 3D 5P-5TA/N PRO755TOR AND COLOR: SERVICES I 2,V2" GH METAL STUDS 20 GAUGE CAULKING COMPOUND � 5R2-STAIN RESISTOR BYAMER/POLISH. HON/NG UP TO 400 GRIT. - 344 RARITAN CENTER PARKWAY SLEEVE /FIRE5TOP PENETRATIONS 1 AT 24 O.G. VERTICALLY MAX. F/N/5H GLO55 LEVEL 2. FOLLOW AMER/POLISH INC. GUIDELINES FOR EDISON, NJ 08837 FOR 5OUND ° TO GORE THRU MASONRY WALL. I 3" THERMAFIBER SAFE AGN/EYING A HONED FIN15H, ATTENUATION INSULATION (SOUND (732) 710-4000 TEL ° 8" SMOOTH FACE GMU BLOCK WALL. FINISHED WOOD TOP WITH Y2° FINISHED WOOD ATTENUATION FIRE BLANKETS) PF-1 EPDXY FLOOR PAINT DEX-O-TFX TEK CRETE 5L B BASEGOAT COLOR: (877) 703-9956 FAX FULL HEIGHT. SEE STRUCTURAL TRIM ON BOTH SIDES. GONTINUDUS I-I/2" X I-I/2" (U LAYER OF i" SHEETROGK DEX-O-TEX QU/K GLAZE TOPCOAT SPEEDI�VAY GRAY#4/3 ° .° DW65. I I I6 GA. CLIP ANGLE 206A. GOLD ROLLED CHANNEL 6YP5UM LINER PANELS. PF-2 EPDXY FLOOR PAINT DEX-O-TEX TEK CRETE 5LB BA5ECOAT COLOR: I I **362TI62-33MIL STEEL TOP RUNNERS GAT AT 8'-O" O.G. VERTICALLY TEK-CRETE 5EALER GP TOPCOAT SPEEDhG4Y GRAY#4/3 EXP. BOLTED TO SLAB 32" O.G. CUSHION AYER5 We," FIRE RATED [2] LAYER5 5/8" 5HEETROGK TEK-CRETE GRAY °. AGAINST STRUCTURAL LOADING GYP. BOARD EACH 510E 6YP5UM PANEL. PF 3 EPDXY FLOOR PA/NT 2 STEP PAINTED CONCRETE FLOORING TO RECEIVE BM GOROTEGH DOLOR: ° (I) LAYER 5/S" GYP. BOARD EACH SDE 100,E 5OL1D5 EPDXY PRE-PRIMER VI55 BY BENJAMIN MOORS, BENJAMIN MOORS 1 3 51b",362TI62-33. STEEL 1 **3625162-33MIL EQ. STEEL STUDS ® I6" O.G. 1 STUDS ® I6" O.G. POLYAM/DE EPDXY COATING GLC55 GV4005G TOPCOAT WITH V630 5/LVER GRAY 1 I AGGREGATE APPLIED BETWEEN TOP COAT5 PER MANUFACTURE5 I I WALL BASE - REFER TO FIN15H 5GHED. F/DTL5. CONTINUOUS 6" 206A. 6ALY. RECOMMENDATIONS AND 5PECIF/GATION5. 1 SHEET STEEL KICK. (BOTH 51DE5) 4 RUBBER BASE EACH 51DE (U.O.N) 1 **362TI62-33MIL STEEL BOTTOM RUNNER EXP. GFT-1 CERAMIC FLOOR TILE - 3 5/S ,362T200-33. BOTTOM RUNNER COLOR: I I BOLTED TO SLAB 32" O.G. 1 EXP. BOLTED TO CURB ® 32" O.G. BOTTOM STEEL J RUNNER FINISHED FLOOR - I 1 GPT-1 CARPET TILE 24x24" TANV05 GENTIVA, MODEL: 0405/ INTERCHANGE COLOR: REFER TO FINISH I 1 FINISHED FLOOR - REFER TO FIN15H I .; 4 RUBBER BASE EACH 51DE (U.O.N) INSTALLATION: HORIZONTAL A5HLAR SIGHED. F/F/DTL5. ° _ 5GHED. F/ DTL5. I FINISHED FLOOR - REFER TO FINISHED FLOOR - REFER TO `ypM/ {HALK-OFF MAT BALGO MODEL:FMR-G/RECESSED ROLL-UP FLG'OR MAT ALUM/NUM DOLOR: FIN15H SGHED. F/DTL5. - -� FIN15H 5GHED. F/DTL5. ' FLOOR SLAB. 7///T7/7/- FLOOR SLAB EXTRU5/ON5 A/CARPET INSERT. j j DOLOR: #9/0 - - - L5-1 LANE STR/PP/NG BORDER DEX-O-TEX GOLORPAX E-U-W SAFETY YELLOW NOTE: COLOR:#4/3 PROVIDE A BUILT-UP METAL 5TUD P05T L5-2 LANE 5TR/PP/NG WALKWAY5 DEX-0-TEX GOLORPAX E-U-W 5PEEPHAK GRAY ANCHORED TO FLOOR FACE END OF LOW ^I NA I^I WALL5. I^I I^I COLOR: #3/0 Y `41�LL TYFE � Y Y1�LL TYFE I Y `4ALL TYFE � �' 'l>�LL TYFE � L5 3 LANESTR/PP/NG VEX-O-TEXGOLORPAXE-U-W BLACK EXP05ED MA50NRY 48" HIGH PARTITION - NOT RATED 2 HR. RATED PARTITION 2 HR. RATED SHAFT PARTITION NALL BASE �/�� l� / /� EA �U/L��DlE516N (U411) 4 J� UL DESIGN (U415 5Y5TEM B) RNB-1 RE5/LIENT BA5E ROPPE RUBBER RE51LIENT "5/MPLI6I7Y; MODEL#PV4000 4%2"H COLOR: l `1 tit L L TY F E &A r 1 Jam'',L L TNrFE a J'°°� GWB-/ CERAM/G NAL.L BA5E CERAMIC COVE WALL BASE, MODEL # COLOR: SAME A5 WALL TYPE 6 EXCEPT WITH 2 HOUR RATING. 2 HR. RATED PARTITION EXCEPT WITH DEN SHIELD UL DE516N Na05) FIREGUARD TILE BACKER ON BATHROOM 519E. HALLS UL DE516N (U411) TNO COAT5 BENJAMIN REGAL 5ELEGT WATERBORNE INTER/OR PAINT- COLOR: P-I WALL PAINT EGGSHELL OVER ONCE COAT B.M. 'FRESH 57ART"AGRYLIG PR/MER. PM-3 DEGORATOR5 WHITE STUD 51 Z I N6 NOTES 1. DENOTES EURR I N6 AND METAL STUD 51 Z I N6 AT FIRST FLOOR. P 2 TROPHY DACCENT HALL SPLAY INT EGG5HELL R ONCE COAT B.N. 5�R'AGR GOPRIMER. CO NORTH SEAL: 2. DENOTES FURRING AND METAL STUD SIZIN6 AT SECOND FLOOR. P-3 DOORS AND FRAME5 TNo COAT5 BENJAMIN MOORE 'D7MACRYLIC "5EMI-GL055"OVER COLOR: ONCE COAST D.T.M. AGRYLIG PRIMER EXPOSED 5TEEL COLUMNS ThO COAT5 BENJAMIN MOORS NDTM AGRYLIG 15EMl-6L,055"OVER COLOR: = P-4 AND BEAM5 PAINT ONCE COA5T 'D T.M. AGRYLIG PRIMER.=AR " 7W0 COAT5 BENJAMIN MOORE VTM AGRYLIG '5EM1-6L055"OR COLOR: I' P-5 EXPOSED METAL DECK PAINT ONCE COAST 'D T.M. ACRYLIC PR/MER." DOLOR: P-6 OFFICE WALL PAINT MO COAT5 BENJAMIN REGAL 5ELE6T HA7FRBORNE INTERIOR PA INT- _ 5GG5HELL OR ONCE COAT B.M. 'FRESH 57ART"AGRYLIG PRIMER. _ .T. . 5PBG/F16AT/ON5 P-7 5TORAGE/GL05ET WALL 7NO COAT5 BENJAMIN REGAL 5ELEGT AA7ERBORNE INTER/OR PAINT- COLOR: PAINT EGGSHELL OR ONCE COAT B.M. 'FRE5H 57ART"AGRYLIG PR/MER. - 5IGN TYPE: ROOM ID TWO COAT5 BENJAMIN REGAL 5ELE6T MA7ERBORNE INTER/OR PA/NT- COLOR: SUBMISSIONS: EDGE OF COLUMN FLANGE. QUANTITY: 5EE DRAW/NGS p_8 COMMUNITY HALL PAINT E665HELL OVER ONCE GOAT B.M. 'FRE5H 5TART"AGRYLIG PR/MER. - DATE: DESCRIPTION: MATERIAL: .032"PHO TOPOLYMER TWO COAT5 BENJAMIN REGAL 5EL55T WATERBORNE IWER/OR PAINT- COLOR: q ON A"AGRYLIG P q E665HELL OR ONCE COAT B.M. "FRE5H 5TART"ACRYLIC PRIMER. MEMBERS LGGUNGS PA/NT oai3vz z 5/ZE: AS /Np/C,47m COMM/55/OVERS 50175 PAINT �COAT5 BENJAMIN REGAL 5ELE6T HA7ERBORNE INTERIOR PAINT- �L�: 3 5/8"METAL 57005. f'10 EGGSHELL OR ONCE GOAT B.M. 'FRESH 5TART"AGRYLIG PRIMER _ LETTER 57YLE.• HELY. REG. DOLOR: N LAYER 5/8"GYP. BP AH/7F UPPER GA5E, RA15ED BACKGROUND COLOR: BLACK B-1 BRICK VENEER BR/GK VENEER _ x LETTERS(TYP,) Gh7-1 CERAMIC HALL TILE - ROOM A I LETTER SIZE.• 5/8"MIN. -2"MAX. DOLOR: fl 'V! BLACK BACKGROUND(TYPO LETTER COLOR: WH/TE 57F-EL COLUMN EXCEPT ON DOOR5 LABELED _ COLOR: "FMERGENGY EXIT" THEN DOPY TO BE SET.• UPPER CASE GAT-2 CERAMIC WALL TILE BACKGROUND TO BE RED AND SPACING: NORMAL NOTE LETTER5 TO BE WHITE MOUNTING METHOD: ADHE5/VE BACKED CHT-3 CERAMIC WALL TILE - COLOR: 1. DIMEN5/ON5 MAY VARY. 21/2„ ADA COMPLIANCE GRADE 2 MOUNTING L06ATION: 5EE ROOM I.D. LOCATION 2. U5E M015TURE RE515TANT GYP. BD. IN WET AREAS. " �;�r�sort "''f�'� BRAILLE TO CORRESPOND W/7N DETAILS TH/5 SHEET G G �XT(TYP) NOTE: IF PICTOGRAM 15 PROVIDED, IT 5HALL BE ACT-1 2X2 ACOUSTICAL 2X2 ARMSTRONG DUNE, TFGULAR, #1774 56VARE LAY-/N,• MODEL #1774 NH17E PLACED ABOVE TEXT AND BRAILLE 5IGNAGE GEILING TILE 15116 PRELUDE 5U5PEN5/ON 5K5 TEM FACE OF COLUMN FLANGE. ACT-2 2X2 ACOUSTICAL 2X2 ARMSTRONG KITCHEN ZONE, #673 56UARE LAY-lN 5MOOTH COLOR: NH17E GEILING PANEL TEXTURE,•PRELUDE XL l5/l6"5U5PEN5/0N 5YS7FM G O � l I �00 I P G. ACP-1 AGOUSTIGAL PANEL WOOD FIBER AGG'US 15 PANEL COLOR: ALW)IIIII00A LL A GLA55 A CEILING FIN15H 56ALE: 1112" _ P-O" 56ALE= 3" _ P-O" GP-5 GEILING PAINT �COAT5 BENJAMIN REGAL 5ELEGT AA7ERBORNE 1N7ERIOR PAINT- COLOR: X45HABLE FLAT OR ONCE COAT B.M. "FRE5H 5TART"AGRYLIG NH17E PR/MER M/5G. QTZ-1 QUARTZ HORIZONTAL 5/LE5TONE TO BE 55LECTED. COLOR: NO. DATE: DESCRIPTION: 5URFAGE5 QTZ--2 QUARTZ 5/LE5TONE TO BE 5a55 TED. COLOR: REVISIONS: BAGK5PLA5H PROJECT TITLE: �,-1 GAB/NET GRADE PLYWOOD VENEER 5PE61E5 AND FIN/5H TO BE 5ELE67ED COLOR. VERTICAL 5URFACE5 CHANGE FLOOR �,_2 GAB/NET GRADE PLYWOOD VENEER 5PECIE5 AND FIN15H TO BE 5ELE57ED COLOR: FIN15H BENEATH HORIZONTAL SURFAGE5 P-B DOOR PL_/ PLASTIC LAMINA TF H150NART LAM/NATE COLOR.9200 K-l6 WH/7F PAINT TRIM A5 VERTICAL 5URFACE5 DR/F7WOOD PER 57RIKE JW-0 RL-2 PLA5TIC LAMINATE NEVAMAR LAMINATE COLOR: HORIZONTAL 5URFACE5 5-6020T GUNMETAL C UTC H OG U E FIRE DISTRICT N07F: DE5/6NATION 15 5PECIF1G TO TH15 DETAIL. VERIFY DOOR I( PLA5TlC LAM/NATE COLOR: - NEW BUILDING PREFERRED \ IF FIELD CONDI TIONS \ ROOM 5lGN B TRIM COLORS W FIN/5H 5CHEDULE REMARKS/TH/5 5HEET. PL-3 A/NDOA 5/LL A/L50NART LAMINA TE. FROSTY AHI TF#488 26 0 N E W S U F F O L K R D. _ ROOM S/CNA DICTATE, VERIFY (CENTSRED ON DOLOR= C UTC H OG U E, NY 11935 (LATCH 5/DFJ LOCATION N/TN / \ PASSIVE LEAF) I� 15 f,� Z�E_� �/9"M/N. \ ARCHITECT. \ /®( jACO-1 CORNER GUARD AGROVYN CORNER GUARD - 42" TALL CO WH17F _ „ GGG-1 CORNER GUARD CLEAR CORNER GUARD - FULL HEIGHT COLOR: DISTRICT: SECTION: BLOCK: LOT: i •. SCALE= l = l-O CLEAR S 5 VR-1 VINYL REDNER 5TR/P VINYL REDUCER 5TR/P COLOR: 1000 102 6 5 ioaarn Bodin DRAWING TITLE: NOTE5: w 1)NEA PAINT TO BE EGGSHELL FIN15H ON NALL5, SEMI-GL055 FIN/5H ON TRIM,D00R5 AND FRAME5. i v j W � i v 2)CONTRACTOR 5HALL FIELD RIFY EXISTING F/N15HE5 WITHIN EACH RE5PE6TIVE 5PAGE WHERE WORK 15 REQUIRED AND RIFY PARTITION TYPES, FINISH CONCRETE EX/5TING FIN/5HE5/MANUFAG7VRER5/COLOR5 TO BE MATCHED WHEN MAKING REPAIR5. FURN/5H MATERIAL AND COLOR 5AMPLE5 VINYL TO ARCHITECT FOR REV/EN AND APPROVAL PRIOR TO ORDER AND OR IN5TALL.ATION. FAILURE TO OBTAIN APPROVAL PRIOR TO SCHEDULE, NOTES, J q v INSTALLATION l5 AT CONTRACTORS SOLE R/5K FOR REMOVAL/REPLACEMENT A/TN ARCH/755T/RIZON APPROVED 5AMPLE. / REDUCER 3)WHERE NOTED TO PATCH AND/OR MATCH EXl5TING, CONTRACTOR 54ALL INCLUDE IN BASE B/D PREPARATION AND FIN15H WORK TO O p i / w STRIP EXl5TING AND PATCHED WALL 5URFAGE5 FOR IT5 FULL HEIGHT(FLOOR TO FINI5HED GEILING)AND FOR IT5 WIDTH RUNN/NG IN BOTH MISC. DETAILS W / CARPET DIRECTIONS TO THE NEAREST FULL HE/CHT JOG/INSIDE OR OUT5/DE CORNER/TERM/NATION PO/NT. 7H/5 REQUIREMENT l5 FOR ALL O O EXP05ED HALL 5URFACE5 -NO MATTER HOA 5MALL A PATCH. CONGEALED PATCHES MAYBE REPAIRED AT PATCH ALONE AND \' BLENDED W/7N EX/5TING FIN/5HE5. DATE: NSA PROJECT#: 4)IT I5 THE COWRAGTCR5 50LE RE5PON5/BX 17Y TO DOCUMENT EX/5TING COND/T/ON5 PRIOR TO WORK IN EACH RE5PEGTIVE AREA. 08/31/2023 20-1990 R/FY ACTIVE AND DAMAGE5 TO EX/5TING FINISHES TO REMAIN DURING NORK PROCEDURES 5HALL BE REPAIRED AT CON7RACTOR5 EXPEN5E,VNL.E55 j PA5 1VE LEAF5 A/TH; <t d DAMAGE5 ARE DOCUMENTED PRIOR TO 57ART OF WORK SCALE: CONSULTANT PROJECT#: l8'kde`MIN. CLEAR FLOOR PLAINS AND DOOR SCHEDULE c ( DA CARPET/CONCRETE DETAIL AREA CENTERED ON 5/6N EX= EXISTING CONDITIONS PLA5 = PLA57ER NAL.L5 PLNM= PLENUMNAL.L5 AS NOTED - GB = G)'PSIIM WALLBOARD GMU= MASONRY WALLS / N/5 , / DRAWN BY: DRAWING NO.: ROOM L OCA T/Ol�l T A � 7 !l 7� � ' 5UBM/TTAL5 OF ALL F/N/5HB5 MUST BE PURN15HED TO OWNER FOR AFFROVAL PR/OR TO JTM SCALE= v2" = r o° SCALE: N r.5. ORDER/NG. A-603 CHECK BY: PKG