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Home My WebLink About25989-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-27559 Date: 02/16/01 THIS CERTIFIES that the building ALTERATION & ADDITION Location of Property: 13900 MAIN RD MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 114 Block 12 Lot 2 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 8, 1999 pursuant to which Building Permit No. 25989-Z dated SEPTEMBER 8, 1999 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATION & ADDITION TO EXISTING LIBRARY AS APPLIED FOR & AS PER ZBA #4729 & SPECIAL EXCEPTION #4725. The certificate is issued to MATTITUCK LAUREL LIBRARY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-99-0007 02/06/01 ELECTRICAL CERTIFICATE NO_ N-523479-5/8/00, N-524147 06/28/00 N-524147-5/15/00 & N-530132 - 7/18/00 PLUMBERS CERTIFICATION DATED 09/29/00 PETER BALDASSARRE //Aut/orized, Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 25989 Z Date SEPTEMBER 8, 1999 Permission is hereby granted to: LIBRARY MATTITUCK PO BOX 1437 MATTITUCK,NY 11952 for CONSTRUCTION OF FOUNDATION FOR ADDITION TO EXISTING LIBRARY AS PER ZBA APPL. #4729 & SPECIAL EXCEPTION #4725 .NOTE-FEE TO BE ADJUSTED UPON REVIEW at premises located at 13900 MAIN RD MATTITUCK County Tax Map No. 473889 Section 114 Block 0011 Lot No. 002 pursuant to application dated SEPTEMBER 8 1999 and approved by the Building Inspector. Fee $ 75. 00 Authorize ignature ORIGINAL Rev. 2/19/98 J FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 25989 Z Date SEPTEMBER 8, 1999 Permission is hereby granted to: LIBRARY MATTITUCK PO BOX 1437 MATTITUCK,NY 11952 for CONSTRUCTION OF ALTERATION & ADDITION TO AN EXISTING LIBRARY AS APPLIED FOR. ZBA#4729 & SPECIAL EXCEPTION #4725 . at premises located at 13900 MAIN RD MATTITUCK County Tax Map No. 473889 Section 114 Block 0011 Lot No. 002 pursuant to application dated SEPTEMBER 8 1999 and approved by the Building Inspector. Fee $ FEE WAIVED Authors e Signature ORIGINAL Rev. 2/19/98 TOWN HALL 765-1802 d APPLICATION FOR CERTIFICATE OF OCCUPANCY A. $hi'S .appld tion must be filled in by typewriter OR ink and submitted to the In tp.¢car'-" ie following: for new building or new use : 1 . Final survey of property with accurate location of all buildings , property streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewer age-disposal(S-9 3. Approval of electrical installation from Board of Fire Underwriters. 4 . Sworn statement from plumber certifying that the solder used in system cont less than 2/10 of lZ lead. 5. Commercial building, industrial building, multiple residences and similar b and installations, a certificate of Code Compliance from architect or engin responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. �f'9 B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildii `.'pre-existing" land uses: 1 . Accurate survey of property showing all property lines, streets, building ai unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the app If a Certificate of Occupancy is denied, the Building Inspector shall state reasons therefor in writing to the applicant. C. Fees 1 . Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.Oc Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $2' Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildine - $100.00 3. Copy of Certificate of Occupancy - .250. 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date .��.? I /00. . . . . . . . . . . . . . . . . . . . New Construction. . .. . . . . . Old Or Pre-existing ABuilding .. . . .l. . . . . . . . . . . . /_ Location of Property. . . . . . House No. Street Hamlet Onwer or Owners of Property.. //�//t�� . :4C4�� .4 . 41� �(r ... . . . . . . . . . . . . County Tax Map No 1�0/00/,1 section. . .& .. . . ..Block. . . .//. . . . . . . . .Lot. . .C>. . . . . . . . . Subdivision.. .. . . . . . .!Q$! ! . . . . . . . . . . . . . . . . . . .. . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . .. .. . . Permit No. .lr. ?-� .l. .�j. . .Date Of Permit. . ./. y. . . . . .Applicant Health Dept. Approval. . . . . . . . .../. .. .. . . . . . . . . .. . .Underwriters Approval. . /. f!�. . . . . . . . Planning Board Approval. . . .16�. . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. .�. . . . Op Fee Submitted: $ .115�Q. . . .. . . . . . . . . . . . . . . . . . . . 72�" �A AP#LLCANT Y-( 5T-1 aLkLLTJIhIC-7 MiCo4Z r()e UDCICE�) PA(,ZT7447A 00a a755�^ I B� Beatty, Harvey and Associates, architects planners engineers 127 East Main Street Riverhead NY 11901 631 208 9655 FAX 631 208 9656 LJLA 12 West 32nd Street New York NY 10001 212 563 0565 FAX 212 563 0617 e-mail bhalongislandoearthlink.net Shoreline General Contracting 755 Waverly Avenue Suite 311 Holtsville, NY 11742 Attn: Tom Riker Re: Mattituck Laurel Library SCDHS — Final Approval Tom: See attached "approved" as-built drawing for the Mattituck Laurel Library. This information should be the last item required by the town for them to issue the c.o. Please submit this to the town as soon as possible. Should ou h ve any questions, please feel free to call the office with any questions. n Tanzl Cc: Kay Zegel x ; s 4;: 14 rAPPEALS BOARD MEMBERS t S z �O CaSouthold Town Hall ��y� Oy.R Gerard P. Goehringar, Chairman 53095 Main Road� �'h. James Dinizio,Jr. y P.O. Box 1179 Lydia A. Tortorau0 T Southold, New York 11971 A Lora S. Collins �y �� ZBA Fax(516) 765-9064 • George Horning ��l �a d' Telephone (516) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS AND DETERMINATION REGULAR MEETING OF AUGUST 18, 1999 Appl. No. 4725 - Mattituck Library Parcel: 13900 Main Road, Mattituck 1000-114-11-2 Zone District: RO Residential Office and R-40 Residential Date of Public Hearing: August 18, 1999 FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: Applicants 1.5-acre parcel is located in Mattituck with 135.35 ft. frontage along the south side of Main Road (NYS Route 25) and lot depth of 505.10 feet (along easterly side property line). The property is improved with a one-story frame and brick Library building located in the Residential Office (RO) Zone District, and the rear portion of the lot is located in the R-40 Low-Density Residential Zone District. APPLICANT'S REQUEST/BASIS OF APPLICATION: Applicant is requesting a Special Exception pursuant to Chapter 100, Article VII, Section 100-71, subsection B(4) of the Southold Town Zoning Code for an expansion of an existing library use. The proposed 8,665+- s.f. expansion is planned with a minimum easterly side yard setback at 8.5 feet. Details are more particularly shown on the Plan Li-02 dated April 19, 1999 prepared by Beatty, Harvey & Associates Architects. All parking and screening will be determined by the Southold Town Planning Board as provided under the Zoning Code site plan regulations. STANDARDS/REASONS FOR BOARD ACTION: After review of the requirements set forth pursuant to Chapter 100, Article VII, Section 100-71-B, governing uses permitted by Special Exception, and on the basis of testimony presented and personal inspection, the Board finds: 1. Libraries are permitted in this R/O Residential-Office District under Section 100-71B(4) of the Town Zoning Code, subject to special exception authorization of the Zoning Board of Appeals, and subject to the requirements imposed by such zoning ordinance to assure that the proposed use is in harmony with the zoning ordinance and will not adversely affect the neighborhood if such requirements are met. 2. Section 100-71B provides that not more than one use shall be allowed for each forty thousand (40,000) square feet of lot area. This existing building and proposed expansion of the Library use is the only use of the lot. The proposed use and lot size comply with the provisions of Section 100-71B. In addition, the Board has reviewed the General Standards governing Special Exception uses set forth in Section 100-263 and finds that: A) This Library expansion will not prevent the orderly and reasonable in this Residential P6ge 2 — Appl. No. 5E-4725 Mattituck Library Expansion Decision Rendered 8/18/99 Office Zone District and adjacent districts. The adjacent property to the east is a church, to the west an abandoned lumber yard. Properties opposite the Library on the north side of Main Road consist of a mixture of single-family residences and residential offices. B) This Library expansion will not prevent orderly and reasonable use of permitted or legally established uses in the district wherein the proposed use is to be located or of permitted or legally established uses in adjacent use districts. C) The safety, health, welfare, comfort, convenience, and the order of the town will not be adversely affected by the proposed use and its location. The proposed expansion will allow the Library to provide enhanced services that will benefit all of the Community. D) The use will be in harmony with and will promote the general purposes and intent of the code. The Library use is in keeping with the intent of the Residential Office Zone District. E) The use is compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regarding to visibility, scale and overall appearance. The proposed expansion will be designed to maintain the Library's New-England style residential appearance, which is in keeping with the character of the neighborhood. F) The structures, equipment and material will be accessible for emergency protection. In making this determination, the Board has also reviewed other Matters under Section 100-264, and finds that no adverse conditions will result from this authorization: A. There will be no adverse change in the character of the existing and probable development of uses in the district and the peculiar suitability of such district for the location of such permitted uses. B. Property values will be conserved. Library uses are encouraged and allowed by Special Exception approval from the Board of Appeals. C. The location of the proposed Library expansion and additional parking area will be a benefit and help prevent traffic congestion on public streets, highways and sidewalks. D. There is availability of adequate and proper public or private water supply and facilities for the treatment, removal or discharge of sewage, refuse or other effluent (whether liquid, solid, gaseous or otherwise) as a result of this office use. E. The use or the materials incidental thereto will not give off obnoxious gases, odors, smoke or soot. Page 3 — Appl. No. SE-4725 Mattituck Library Expansion Decision Rendered 8/18/99 F. The use will not cause disturbing emissions of electrical discharges, dust, light, vibration or noise. G. The operation of professional offices will not cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, existing or proposed by the town or by other competent governmental agencies. H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located, and by approval of the Southold Town Planning Board under the site plan regulations. I. There is no evidence to show that there will be any hazard to life, limb or property because of fire, flood, erosion or panic by reason of or as a result of the use or by the building to be used, or by the accessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus. There will not be undue concentration or assemblage of persons upon such plot in the normal activities of a library. J. The use and the building location will not cause an overcrowding of land or undue concentration of population. K. The plot area is sufficient, appropriate and adequate for this library use. L. The use to be operated is not unreasonably near to a church, school, theater, recreational area or other place of public assembly. M. The site is particularly suitable for a library, which is an existing use. N. No evidence has been presented to show that there would be any detrimental impact to adjacent properties and land uses. O. Adequate provision has been made for the collection and disposal of storm-water runoff, sewage, refuse, solid, and liquid waste. There will be no gaseous waste generated from this project. P. The natural characteristics of the site are such that the proposed use may be introduced without undue disturbance or disruption of important natural features, systems or processes and without risk of pollution to groundwater and surface waters on and off the site. RESOLUTION/ACTION: On motion by Chairman Goehringer, seconded by Member Tortora, it was Page 4 — Appl. No. 5E-4725 Mattituck Library Expansion Decision Rendered 8118/99 RESOLVED, to GRANT the application, as applied for. VOTE OF THE BOARD: AYES: MEMBERS GOEHRINGER, DINIZIO, TORTORA, COLLINS, and HORNING. This Resolution was duly adopted (5-0). s-10Z1Cjq GERARID P. OEHRI ER CHAIRMAN For Filing about 8/23 SEP 28 '00 04:58AN SOUTHOLD TOWN H9LL 516 765 1823 r � P.z ;.- i q- 115'395 Main F,ioad Fax (516) 765.1823 T -,".1Aox T179, ' ,F i0109hono (516) 765-(602 �thc)ld. New R ork 11971 I " ' OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: 9��1 CIU Building Permit No. /e'ZS'� C L ��✓'x-cc/ ] Owner: _ 7:: t-fi (please print) Plumber: (please print) I certify that the solder used in the water supply system contains less than 2/10 of 14 lead. (Plumbers signature Sworn to before me this mom 9 7 day Q -4-9— Notary Public, unty JOSEPHME OL CHUMMU cN.o,.5.2-6419485 h�o��gUFFO(KcoGy� Town Hall,53095 Main Road C2 Fax(516)765-1823 P.O. Box 1179 oo ,? Telephone(516)765-1802 Southold,New York 11971-0959 Oy �� viol � Sao BUILDING DEPARTMENT TOWN OF SOUTHOLD SEPT. 22, 2000 SHORELINE GENERAL CONTRACTING 755 WAVERLY AVE. HOLTSVILLE, N.Y. 11742 ATTN: VINCENT J. GIBALDI To Whom This May Concern: We a unable to complete your Certificate of Occupancy because Of the following reasons : XX An application for Certificate of Occupancy is not on file. (Enclosed) No Underwriters Certificate on file. XX The check is (not on file. ) $50.00 XX No Health Department Approval on file. No final inspection has been made. �XX No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984 ) . BUILDING PERMIT #25989Z-MATT.LAUREL LIBRARY Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. ( i onoreline Genual Contracting 735 Waverly Ave Holisville, NY 11742 (516) 475-7788 Far: (516) 475-7796' FAX TRANSMISSION COVER SHEET Date: 91 To: Ca A.e !� �d'f� .roCiTiS(aGD &Z6. Z6.077. Fax: 00 l Re: `1ZLC)/1�� LETr�2 �i[eoh AGCA/TEG.1 Sender: J. G/64L25 )+ YOUSHOULD RECEIVE PAGR), INCLUDING THIS COYER SHEET. IF YOUDO NOT RECEIYE ALL THE PAGES, PLE4SE CALL (516) 475-7788. A x e' 2 92 7'513Z r i n ; NOV 1 21999 sHBeatty, Harvey and Assoclatss, archhactS planners englrlears ! Q� � 127 Fist Main Straee Riverhead NY 11901 516 208 9655 FAX 516t 208,.p 56?-t%u.u- CJCA _ P7. 12 W!S[ 32nd Strew[ New York NY 10001 272 563 0565 FAX 212 5i� rl,v ''t 5QU7HOLD November 11, 1999 Mr. Gary Fish Southold Building Department P.O. Box 1179 Southold, New York 11971 Re: Mattituck Laurel Library Dear Gary, This letter is to confirm that upon my site visits at the Mattituck Laurel Library all reinforcing steel for the footing and foundation wails has been placed in accordance with the construction documents. if we can be of any further assistance do not hesitate to call. Sincere Tom Vulpis (/// Sent By: Beatty, Harvey & Associates; 631 208 9656; Nov-29-99 2:35PM; Page 2/2 MOV 29 '99 01:33PM SOUTHOLD TOWN HRLL 516 765 1923 P.2 STATE OF NEW YORK } COUNTY OF SUFFOLK } /nIGFl1} .G7Dierht'ttc^ , being duly sworn, deposes and says;. That deponent is over the aye of 18 years, and resides at That on the xj-day of 171J , 1999, deponent, being the arohite ngineer, licensed by the State of Now York, hereby states that s/he accepts full responsibility for the accompanying plans compliance with the New York State Fire Prevention and Building Code (9 NYCRR). Archidec i er Sworn to before me this day of QaVQrnjW4 1999. m. tlElaY� York �� acc Notary Public snn 30, 3 cc. applicant tit• ____ NOV 199 01.33PM SOUTHOLD T• N HALL 516 765 1923 P.2 NOV 3 0 1999 STATE OF NEW YORK ) ) ss.: COUNTY OF SUFFOLK ) 1116N(q&G-r0PQ JAI 6F- , being duly sworn, deposes and says:, That deponent is over the age of 18 years, and resides at /97-6-. mygiy 5T 6 LL2Zo2 Aj,4 That on the x I day of V 006hWEP—, 1999, deponent, being the archite engineer, licensed by the State of New York, hereby states that s/he accepts full responsibility for the accompanying plans compliance with the New York State Fire Prevention and Building Code (9 NYCRR). Architec Engi er f�E° 0TTI�G� Lr�UILEi� Sworn to before me this ��day of .UGyornha4 1999, O.stpu New Yoh )11 D L No Y No.48 OM Notary Public Odin 30aOG,G commiseion Exd� oc: applicant PLANNING BOARD MEMBERS gOFFO(,�c Town Hall, 53095 Main Road BENNETT Oinrnan I,JR. OGy�Ci P.O. Box 1179 Chairman o= L r' Southold,New York 11971 WILLIAM J.CREMERS co �2 Fax KENNETH L.EDWARDS ( GEORGE RITCHIE LATHAM,JR. yfi OXY Telephonnee 765-3136 (516) 765-1938 5 RICHARD G.WARD PLANNING BOARD OFFICE TOWN OF SOUTHO p C" ( F� a? September 14, 1999 41999 i VMG. inti^T. Michael Tortorice F UTli^LD Beatty, Harvey & Associates 127 East Main St. Riverhead, NY 11901 Re: Proposed site plan for Mattituck Laurel Library SCTM# 1000-114-11-2 Dear Mr. Tortorice: The following took place at a meeting of the Southold Town Planning Board on Monday, September 13, 1999: The final public hearing, which had been held over, was closed. The following resolution was adopted: WHEREAS, this site plan, to be known as site plan for the Mattituck Laurel Library, is for a 4,285 square foot addition to an existing library; and WHEREAS, Mattituck Laurel Library Board of Trustees are the owners of the property known and designated as Mattituck Laurel Library, Main Rd., Mattituck, SCTM# 1000-114-11-2; and WHEREAS, a formal application for the approval of this site plan was submitted on April 29, 1999; and WHEREAS, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act, (Article 8), Part 617, declared itself lead agency and issued a Negative Declaration on July 19, 1999; and Page 2 Proposed site plan for Mattituck Laurel Library September, 14, 1999 WHEREAS, a variance was granted by the Board of Appeals on August 18, 1999; and WHEREAS, this site plan, dated April 19, 1999, was certified by the Building Inspector on July 23, 1999; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED, that the Southold Town Planning Board approve and authorize the Chairman to endorse the final survey dated April 19, 1999, with the Suffolk County Department of Health Services approval stamp dated July 26, 1999, subject to a one year review from date of building permit. Enclosed please find 2 copies of the approved site plan; one for your records and one to be submitted to the Building Department when you apply for your building permit. Please contact this office if you have any questions regarding the above. Sincerely, f Bennett Orlowski, Jr. Y1�S Chairman enc. cc: Building Department Tax Assessors Cz CO2 Town liall,53095 Main Road %�- Fax (516)765-1823 P.O.Box 1179 Southold,New York 11971 Telephone(516)765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD TO: Linda Kowalski, Zoning Board of Appeals . RE: Special Exception application for the Mattituck-Laurel Library. 13900 Main Rd. , Mattituck, 1000-114-11-2 . DATE: May 24 , 1999 FROM: Building Department: On May 24, 1999, we discovered the Special Exception application in the Building Permit application file for the library. Upon this dicovery we brought down the application to your office. f PLANNING BOARD MEMBERS SOFFO(,f Town Hall, 53095 Main Road BENNETT ORLOWSKI,JR. _�.� l/y P.O. Box 1179 Chairman t Southold, New York 11971 0 WILLIAM J.CREMERS y 2 Fax(516)765-3136 KENNETH L.EDWARDS CP Telephone (516) 765-1938 GEORGEHI 'JR. RICARDG WARD PLANNING BOARD OFFICE TOWN OF SOUTHOLD June. / 1999 pe.vise-ot Re: Lead Agency Coordination Request Dear Reviewer: The purpose of this request is to determine under Article 8 (State Environmental Quality Review Act-SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617 the following: 1. Your jurisdiction in the action described below; 2. Your interest in assuming the responsibilities of lead agency; and 3. Issues of concern which you believe should be evaluated. Enclosed please find a copy of the proposal and a completed Environmental Assessment Form (EAF) to assist you in your response. `/ Project Name: / 49- 7- Tz-f CK/ - - (� X 19/ T� Requested Action: Pd?o PoS—`0 siT,C pCyiy yco�Q �nZ85 �� g04E SEQRA Classification: ( } Type 1 Unlisted Ir I Contact Person: -s - (516) 765-1938 =Vj� r Page 2 Lead Agency Coordination Request The lead agency will determine the need for an environmental impact statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. Planning Board Position: ( This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Please feel free to contact this office for further information. (j7 erel� �� C. Bennett Orlowski, Jr. Chairman cc: Board of Appeals Beard ef-Trastees— Building Department Southold Town Board Suffolk County Department of Health Services ,P}-1G30�C=-StonyBraak NYSDEC -Albany Suffolk CQumy-BepaTtfnentef-P-ubliGWorks-- r& New York State Department of Transportation T#Gmas-Gybutski,Greenpok-RubliG Utilities---- Dawd-AbateHi,Greer4pGrIA44lage-Administrator- Suffolk County Water Authority *Maps are enclosed for your review rev. 4/94 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE; June 15, 1999 TO Mattituck Free Library 13900 Main Road Mattituck N.Y. 11952 Please take notice that your application dated Aoril 29,1999 For permit to Construct an addition to existing building at Location of property 13900 Main Road Mattituck N.Y. 11952 County Tax Map No. 1000 - Section 114 Block 11 Lot 2 . Subdivision Filed Map# Lot # Is returned herewith and disapproved on the following grounds Proposed project . in RO zone, requires side yard setback of 15 (fifteen) feet as per ArticleVII Section 100-72. Project plan indicates side yard of 8.52 feet on East side. Authorized Signature APPEALS BOARD MEMBERS ' Southold Town Hall �tiZ' Gy q Gerard P. Goehringer, Chairman � _ � ,; 53095 Main Road c ` P.O. Box 1179 James Dinizio, Jr. W Lydia A. Tortora 0 � N Southold, New York 11971 ZBA Fax 516 765-9064 Lora S. Collins L,�O air ;' ( ) ��• George Horning 1 {w Telephone (516) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS AND DETERMINATION REGULAR MEETING OF AUGUST 18, 1999 Appl. No. 4725 - Mattituck Library Parcel: 13900 Main Road, Mattituck 1000-114-11-2 Zone District: RO Residential Office and R-40 Residential Date of Public Hearing: August 18, 1999 FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: Applicant's 1.5-acre parcel is located in Mattituck with 135.35 ft. frontage along the south side of Main Road (NYS Route 25) and lot depth of 505.10 feet (along easterly side property line). The property is improved with a one-story frame and brick Library building located in the Residential Office (RO) Zone District, and the rear portion of the lot is located in the R-40 Low-Density Residential Zone District. APPLICANT'S REQUEST/BASIS OF APPLICATION: Applicant is requesting a Special Exception pursuant to Chapter 100, Article VII, Section 100-71, subsection B(4) of the Southold Town Zoning Code for an expansion of an existing library use. The proposed 8,665+- s.f. expansion is planned with a minimum easterly side yard setback at 8.5 feet. Details are more particularly shown on the Plan Li-02 dated April 19, 1999 prepared by Beatty, Harvey & Associates Architects. All parking and screening will be determined by the Southold Town Planning Board as provided under the Zoning Code site plan regulations. STANDARDS/REASONS FOR BOARD ACTION: After review of the requirements set forth pursuant to Chapter 100, Article VII, Section 100-71-B, governing uses permitted by Special Exception, and on the basis of testimony presented and personal inspection, the Board finds: 1. Libraries are permitted in this R/O Residential-Office District under Section 100-71B(4) of the Town Zoning Code, subject to special exception authorization of the Zoning Board of Appeals, and subject to the requirements imposed by such zoning ordinance to assure that the proposed use is in harmony with the zoning ordinance and will not adversely affect the neighborhood if such requirements are met. 2. Section 100-71B provides that not more than one use shall be allowed for each forty thousand (40,000) square feet of lot area. This existing building and proposed expansion of the Library use is the only use of the lot. The proposed use and lot size comply with the provisions of Section 100-71B. In addition, the Board has reviewed.the General Standards governing Special Exception uses set forth in Section 100-263 and finds that: A) This Library expansion will not prevent the orderly and reasonable in this Residential Page 2 — Appl. No. 5E-4725 Mattituck Library Expansion Decision Rendered 8/18/99 Office Zone District and adjacent districts. The adjacent property to the east is a church, to the west an abandoned lumber yard. Properties opposite the Library on the north side of Main Road consist of a mixture of single-family residences and residential offices. B) This Library expansion will not prevent orderly and reasonable use of permitted or legally established uses in the district wherein the proposed use is to be located or of permitted or legally established uses in adjacent use districts. C) The safety, health, welfare, comfort, convenience, and the order of the town will not be adversely affected by the proposed use and its location. The proposed expansion will allow the Library to provide enhanced services that will benefit all of the Community. D) The use will be in harmony with and will promote the general purposes and intent of the code. The Library use is in keeping with the intent of the Residential Office Zone District. E) The use is compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regarding to visibility, scale and overall appearance. The proposed expansion will be designed to maintain the Library's New-England style residential appearance, which is in keeping with the character of the neighborhood. F) The structures, equipment and material will be accessible for emergency protection. In making this determination, the Board has also reviewed other Matters under Section 100-264, and finds that no adverse conditions will result from this authorization: A. There will be no adverse change in the character of the existing and probable development of uses in the district and the peculiar suitability of such district for the location of such permitted uses. B. Property values will be conserved. Library uses are encouraged and allowed by Special Exception approval from the Board of Appeals. C. The location of the proposed Library expansion and additional parking area will be a benefit and help prevent traffic congestion on public streets, highways and sidewalks. D. There is availability of adequate and proper public or private water supply and facilities for the treatment, removal or discharge of sewage, refuse or other effluent (whether liquid, solid, gaseous or otherwise) as a result of this office use. E. The use or the materials incidental thereto will not give off obnoxious gases, odors, smoke or soot. Page 3 — Appl. No. SE-4725 Mattituck Library Expansion Decision Rendered 8/18/99 F. The use will not cause disturbing emissions of electrical discharges, dust, light, vibration or noise. G. The operation of professional offices will not cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, existing or proposed by the town or by other competent governmental agencies. H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located, and by approval of the Southold Town Planning Board under the site plan regulations. I. There is no evidence to show that there will be any hazard to life, limb or property because of fire, flood, erosion or panic by reason of or as a result of the use or by the building to be used, or by the accessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus. There will not be undue concentration or assemblage of persons upon such plot in the normal activities of a library. J. The use and the building location will not cause an overcrowding of land or undue concentration of population. K. The plot area is sufficient, appropriate and adequate for this library use. L. The use to be operated is not unreasonably near to a church, school, theater, recreational area or other place of public assembly. M. The site is particularly suitable for a library, which is an existing use. N. No evidence has been presented to show that there would be any detrimental impact to adjacent properties and land uses. O. Adequate provision has been made for the collection and disposal of storm-water runoff, sewage, refuse, solid, and liquid waste. There will be no gaseous waste generated from this project. P. The natural characteristics of the site are such that the proposed use may be introduced without undue disturbance or disruption of important natural features, systems or processes and without risk of pollution to groundwater and surface waters on and off the site. RESOLUTION/ACTION: On motion by Chairman Goehringer, seconded by Member Tortora, it was Page 4 — Appl. No. 5E-4725 Mattituck Library Expansion Decision Rendered 8/18/99 RESOLVED, to GRANT the application, as applied for. VOTE OF THE BOARD: AYES: MEMBERS GOEHRINGER, DINIZIO, TORTORA, COLLINS, and HORNING. This Resolution was duly adopted (5-0). qq GERAR P. OEHRI ER CHAIRMAN For Filing about 8/23 COMMANDER ELECTRIC, INC. LETTER OF TRANSMITTAL 500 JOHNSON AVENUE P.O. BOX 526 BOHEMIA, NEW YORK 11716 DATE 6 JOB NO ATTENTION (631)563.3223•FAX(631)563-8322 VC ^ R E: TO -0 ad 0 IY so tJth O Ie� i't�� P.�v«, P? L� 6 / p✓ rO Box 117gr Za � W� soarA t3 /c/ . P/ JJ 9 '7 WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 7 7 Ub Gf. Flo o I'/QnJ 11 e, Ats tr I e N �r �✓>' S sun DA-" THESE ARE TRANSMITTED as checked be w: -- ---- qr approval ❑ Alproved as submitted E3 Res bmit copies for approval. /0 For your use ❑ Alproved as noted ❑ Sub it copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS a m a -e and m e tl l Y2X /sT..✓v ✓/ ee 0 w i 7 COPY TO SIGNED: If enclosures are not as noted, kindly notify us at once. The New York Board of Fire Underwriters is in the process of issuing a certificate of compliance for the electrical installation as covered in an application noted below. The certificate will provi ta"W' c,f the items inspected on dand certified to be in co pl1 ncih the National Electrical Code as of that date. x - 99 (Application Number) (Locatio (Inspector] IBD(WAlTrCP§) � ��K _0 INSIFCT!VN REPORT DATF. - -- _ - -COt�_NTS - Q: ------------ _ f i � II l Co )I DATION ( 1ST) I IT it II jj ' [DATION (2ND) II II j m ------------=----- ----�_____ — ---------- ;11 --------:A FRAME PLUMBING ---- n u` _ II -- --JI;--'--"_--------- - --- -- - -- --- - 1 JLATION PER N. Y. n to STATE ENERGY jj u u-- CODE It It u-- xit ----------- -- -- it � II II Oil II -II �y�• /n� FINAL N " ADDITIONAL COMMENTS" (Y w i a 1z, ` tzl -- H 0 x r cn MA�:<� 07 DIETRICH ENGINEERING, P,C, 344 Lenox Road Huntington Station, New York 11746 631-427-5540 ♦ Pax 631-427-4573 e-mail deeng@mindspring,com _. Y March 16, 2000 Tom Vulpis Beatty - Harvey & Associates 127 E. Main Street Riverhead, NY 11901 M RE: Mattituck-Laurel Library Cold Form Steel Structure `As-Builts' DE# 9919 Dear Tom, In accordance with your request, we inspected the cold form steel framing for the referenced project on March 15, 2000. The structure is in general conformance with the plans. A few modifications and changes .� were made which are noted on the enclosed 'As-Built' plans and sketches. It was noted that connections were screwed and welded, exceeding the specified requirements. If you have any questions or require further assistance, please contact our r office. Very truly yours, t : D1ETR H ENG VEERIN , P. Kurt H. Dietrich, P.E. President KHD/Il Encl. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE; June 15 1999 TO Mattituck Free Library 13900 Main Road Mattituck N.Y. 11952 Please take notice that your application dated April 29.1999 For permit to Construct an addition to existing building at Location of property 13900 Main Road Mattituck N.Y. 11952 County Tax Map No. 1000 - Section 114 Block I 1 Lot 2 Subdivision Filed Map # Lot # Is returned herewith and disapproved on the following grounds Proposed proiect . in RO zone, requires side yard setback of 15 (fifteen) feet as per ArticleVH Section 100-72. Project plan indicates side yard of 8.52 feet on East side. w..ek Authorized Signature e ! w / i Cad I"x�"wens /i Z �-�ws � + Z"xZ"xlZya GUFF �g WECDs ccf �l �c 3-17-Zoon CieDIETRICH MA-�1TUGK-f,A��EL FIGURE NO. ENGINEERING P.C. SK 344 LENOX ROAD I NEW YOR 7N 1746 AS-�111r'T" DETAILS NEW YORK 11746 I u oma, 0 i ` 0\� �O I I 2 X 9d k �PI��IX X X k II k I i i ,,.xYa�WEw Cconi sia�s� � s ryry� u 3-17-ZZoo0 MATnTUC -1 AU1'EL i- eV-AP-Y MURE NO. DIETRICIi ENGINEERING P.C. S� 344 LENOX RaoHU (OLM NEW YORNN11740 N . r / \l0 - r + / - I O ( I I I I f w " ( t LU y. IYi'=V-O" 3-17- Zcco *CLQ IETRICH MArr'! — KEdL uc=A1ZY FIGURE No. NGINEERING P.C. SK 4 IENOX ROM NfINGMN STATION W YORK 11745 Ar -et)IJ 1 L-r a r Lg / G• + 'F' t f+ / Cz� as i co >vox p�,rr1 p; x LU1 W t v 0705 e� -:25 C)� 36 1'/i'= l'-d' -17-ZAo� 6 DiETRIcH �rnT� `Lo6A"�- �'��' `� FlGURE NO. ENGINEERING P.C. SK SI, LENOX ROAD 36 HUNRN=N STATION NEW YORK 11746 Ks—lt)UI C ' L�ETA►LS Thyssen Dover ElevatorI I ELEVATORS January 21,2000 Town of Southold Department of Buildings P.O.Box 1179 Southold,NY 11971-0959 2 6 j 4 Re: Building Permit#BP259897 Mattituck Libra ry - - 13900 Main Road Mattituck,NY Gentlemen, Enclosed please find three(3) sets of layouts,signed and sealed by our engineer. Please put these drawings with the general contractor's permit. Thank you for your cooperation. If you require any further information, please feel free to call. Verytruly yours, Lydia Guerriero Construction Coordinator enclosures townshld 59 Otis Street West Babylon, New York 11704 Phone: (516) 491-3111 Fax: (516) 491-1829 E-Mail: thyssenelevator@thyssenelevator.com Internet: www.DoverElevators.com BLJ Beatty, Harvey and Associates,architects planners engineers f�l 127 East Main Street Riverhead NY 11901 631 208 9655 FAX 631 208 9656 1 ^W11 ,2nd Street New York NY 10001 212 563 0565 FAX 212 563 0617 aKbh Ip�Tisland@earthlink.net I1 r F All I l e F) �I - 4 4 April 3, 2000 BUILDING DEPARTMENT Town Of Southold Town Hall, 53095 Main Road Southold, New York 11971-0959 Attn: Mr. Gary Fish Re: Mattituck Laurel Library Dear Mr. Fish, Site visits have been made with regards to insulation inspections by my firm. We have found the insulation to be in conformance with our drawings and New York State code compliance. I understand you have inspected the insulation and along with this letter the contractor can proceed with the sheet rocking. If you should have any further questions do not hesitate to contact me. Sincerely, homas Vuleisjll ,a s1 L T RT C i { A • r ozz as roe o� �w Sent By: Beatty, Harvey & Associates; 631 208 9656• Mar-31-00 10:24AM; Page 2/2 aeacty. Harvey and /Associates, archl s planners engineers 127 Eai[Matn asset Riverhead NV 11907 63 208 9655 FAX 631 109 4656 12 West 32nd Street New York NY 10001 21 563 0565' FAX 212 563 0617 e-rr,Wl bhalongisland4earthGnknet March 31, 2000 BUILDING DEPARTMENT Town Of Southold Town Nall, 53095 Main Road Southold, New York 11971-0959 Attn: Mr, Gary Fish Re: Mattituck Laurel Library Dear Mr. Fish, Site visits have been made with regards to in ulation inspections by my firm. We have found the insulation to be in conformance wit our drawings and New York State code compliance, i understand you have Inspecte the insulation and along with this letter the contractor can proceed with the sheet rockin If you should have any further queations do t hesitate to contact me. Sincerely- Thomas Vulpis Jr. Beatty, Harvey and Associates, architects planners engineers Q� � 127 East Main Street Riverhead NY 11901 631 208 9655 FAX 631 208 9656 I.JCr� 12 West 32nd Street New York NY 10001 212 563 0565 FAX 212 563 0617 e-mail bhalongisland0earthlink.net March 31, 2000 BUILDING DEPARTMENT Town Of Southold Town Hall, 53095 Main Road Southold, New York 11971-0959 Attn: Mr. Gary Fish Re: Mattituck Laurel Library Dear Mr. Fish, Site visits have been made with regards to insulation inspections by my firm. We have found the insulation to be in conformance with our drawings and New York State code compliance. I understand you have inspected the insulation and along with this letter the contractor can proceed with the sheet rocking. If you should have any further questions do not hesitate to contact me. Sincerely Thomas Vulpis Jr. Sent By: Beatty, Harvey & Associates; 831 208 9855; Mar-15-00 4:12PM; Page 212 W a BLJ Beatty,Harvey end Associates,archita Is plannon engineers i l 127 East Main" Rlwftal NY 11001 8.11208 9855:FAX 831208 9656 12 west 32nd S1nat Now Yak NY 10001 212 563 0585 FAX 212 563 0517 "all bna"islandOoarmliownet March 15, 2000 BUILDING DEPARTMENT Town Of Southold Town Hall, 53095 Main Road Southold, New York 11971-0959 Re: Mattituck Laurel Library Dear Mr. Gary Fish A site visit was made by our structural engin&or and myself today. You will receive"as built "drawings showing any revisions to the structi ire. You should receive these no later than Monday March 20, 2000. At the time of inspection the cellar was being heated by two large area heaters and have been on when Shoreline General Contractors have boon at the eke. All the voids at the building perimeter have been backfilled and p tched away from the foundation as discussed at our site meeting last week. At this time oo tructionwill proceed and we will continue on making the building weather tight as soon as ossible.. If you should have any questions do not hesit ite to call. Sinc homes VeliV �brato 44 �� ioRT y�r QbtY �n •� ,t, 7T D223t;8 ,t0 l0+s NS s J. YOUNG MECHANICAL, Inc. 600 RUTGERS ROAD N.BABYLON, NY 11703 HYDRAULIC CALCULATIONS FOR Mattituck Laurel Library Attic Main Road Mattituck, New York FILE NUMBER: Matattic DATE:January 18, 2000 -DESIGN DATA- OCCUPANCY CLASSIFICATION: L.H. DENSITY: .10 GPM SQ.FT. AREA OF APPLICATION: 1500 SQ.FT.+30%=1950 SQ.FT. COVERAGE PER SPRINKLER: 129 sq.ft. NUMBER OF SPRINKLERS CALCULATED: 17 heads TOTAL SPRINKLER WATER FLOW REQUIRED: 295. 9 gpm TOTAL WATER REQUIRED (including hose) : 395. 9 gpm FLOW & PRESSURE (at riser) 295. 9 gpm @ 44.7 psi SPRINKLER ORIFICE SIZE: 1/2" EQUIVALENT K-FACTOR K = 5. 6 SPRINKLER MODEL & TEMPERATURE: Central QB Model A FR 212f NAME OF CONTRACTOR: OWNER DESIGN/LAYOUT BY: H.Flood AUTHORITY HAVING JURISDICTION: Town Of Southold. CONTRACTOR LICENSE NUMBER: FLOW TEST TAKEN AT SITE Static 71.0 psi, BY S.C.W.A. Flowing 2180.0 @ 44 .0 psi ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 1/18/2000 C:\HASSDATA\MATATTIC.SDF JOB TITLE: Mattituck Laurel Library Attic WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 29 71.0 44. 0 2180.0 69.9 395.9 53. 9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 395.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 295. 9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 19.0 K= 5.60 12.2 19. 6 2 19.0 K= 5.60 7.0 14.8 3 19.0 K= 5.60 7. 8 15. 6 4 19.0 - - - - 11.2 - - - 5 21.0 K= 5. 60 10.2 17.9 6 19.0 K= 5. 60 7.3 15.1 7 19.0 K= 5.60 8. 1 15.9 8 19.0 - - - - 10.2 - - - 9 19.0 K= 5. 60 10.2 17.9 10 19.0 K= 5.60 10.1 17.8 11 19.0 K= 5.27 10.1 16.8 12 19. 0 K= 5. 60 10.2 17. 9 13 19.0 - - - - 10. 4 - - - 14 19.0 K= 5. 60 9.7 17.4 15 19.0 K= 5. 60 8.7 16.5 16 21.0 K= 5. 60 10. 9 18.5 17 19. 0 K= 5.27 12.0 18.2 18 18 .0 K= 5.60 13.6 20. 6 19 19. 0 - - - - 23.0 - - - 20 28.0 K= 5. 60 9.3 17. 1 21 28.0 K= 5. 60 10.4 18.1 22 28.0 - - - - 14.5 - - - 23 28 .0 - - - - 16.4 - - - 24 18.0 - - - - 22.3 - - - 25 18.0 - - - - 21.6 - - - 26 18.0 - - - - 36.5 - - - 27 0.0 - - - - 44.7 - - - 28 0.0 - - - - 53.7 - - - 29 0.0 SOURCE 53.9 295. 9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/18/2000 C:\HASSDATA\MATATTIC.SDF JOB TITLE: Mattituck Laurel Library Attic PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 107.3 2.115 PL 7. 67 PF 1.0 1 19. 0 5. 6 12.2 19. 6 9.8 100 FTG ---- PE 0.0 4 19.0 0.0 11.2 0.0 0.134 TL 7.67 PV 0. 6 Pipe: 2 -14.8 1. 087 PL 8.75 PF 0.8 2 19.0 5.6 7.0 14.8 5.1 100 FTG ---- PE 0.0 3 19.0 5. 6 7.8 15. 6 0.088 TL 8.75 PV 0.2 Pipe: 3 -30.4 1.087 PL 6.00 PF 3.4 3 19.0 5.6 7.8 15.6 10.5 100 FTG T PE 0. 0 4 19.0 0.0 11.2 0.0 0.333 TL 10.24 PV 0.7 Pipe: 4 76. 9 2.115 PL 1.50 PF 0.1 4 19.0 0.0 11.2 0.0 7 .0 100 FTG ---- PE -0.9 5 21.0 5.6 10.2 17 . 9 0.072 TL 1.50 PV 0.3 Pipe: 5 59.0 2.115 PL 11.92 PF 0. 9 5 21.0 5.6 10.2 17.9 5.4 100 FTG T PE 0. 9 8 19.0 0.0 10.2 0.0 0.044 TL 19. 90 PV 0.2 Pipe: 6 -15. 1 1.087 PL 8.75 PF 0.8 6 19.0 5.6 7 .3 15.1 5 .2 100 FTG ---- PE 0. 0 7 19.0 5.6 8.1 15.9 0.092 TL 8 .75 PV 0.2 Pipe: 7 -31.1 1.087 PL 6. 00 PF 2.1 7 19.0 5. 6 8.1 15.9 10.7 100 FTG ---- PE 0.0 8 19.0 0.0 10.2 0.0 0.347 TL 6.00 PV 0.8 Pipe: 8 27.9 2.115 PL 2. 67 PF 0. 0 8 19.0 0.0 10.2 0.0 2.6 100 FTG ---- PE 0.0 9 19.0 5.6 10.2 17.9 0.011 TL 2.67 PV 0.0 Pipe: 9 10.1 2.115 PL 8.75 PF 0.0 9 19.0 5.6 10.2 17. 9 0.9 100 FTG ---- PE 0.0 10 19.0 5.6 10.1 17.8 0.002 TL 8.75 PV 0.0 Pipe: 10 -7. 8 2. 115 PL 0. 67 PF 0.0 10 19.0 5.6 10.1 17 .8 0.7 100 FTG ---- PE 0.0 11 19.0 5.3 10.1 16.8 0.001 TL 0.67 PV 0.0 Pipe: 11 -24.5 2.115 PL 7.92 PF 0.1 11 19.0 5.3 10.1 16.8 2.2 100 FTG ---- PE 0.0 12 19.0 5.6 10.2 17.9 0.009 TL 7. 92 PV 0.0 Pipe: 12 -42 .4 2.115 PL 7 .00 PF 0.2 12 19.0 5.6 10.2 17. 9 3. 9 100 FTG ---- PE 0.0 13 19.0 0.0 10.4 0.0 0.024 TL 7.00 PV 0.1 Pipe: 13 -16.5 1.087 PL 8.75 PF 0. 9 15 19.0 5. 6 8.7 16.5 5.7 100 FTG ---- PE 0.0 14 19.0 5. 6 9.7 17.4 0.108 TL 8.75 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/18/2000 C: \HASSDATA\MATATTIC.SDF JOB TITLE: Mattituck Laurel Library Attic PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PST) (GPM) FL/FT (PST) Pipe: 14 -34.0 1.087 PL 1.75 PF 0.7 14 19.0 5. 6 9.7 17.4 11.7 100 FTG ---- PE 0.0 13 19.0 0. 0 10.4 0.0 0.408 TL 1.75 PV 0.9 Pipe: 15 -76.4 2.115 PL 11.92 PF 1.4 13 19. 0 0.0 10.4 0.0 7.0 100 FTG T PE -0. 9 16 21.0 5.6 10. 9 18.5 0.072 TL 19.90 PV 0.3 Pipe: 16 -94. 9 2.115 PL 1.58 PF 0.2 16 21.0 5.6 10. 9 18.5 8.7 100 FTG ---- PE 0. 9 17 19.0 5.3 12.0 18.2 0.107 TL 1.58 PV 0.5 Pipe: 17 -113.2 2.115 PL 7.83 PF 1.2 17 19.0 5.3 12.0 18.2 10.3 100 FTG ---- PE 0.4 18 18.0 5.6 13.6 20.6 0.148 TL 7.83 PV 0.7 Pipe: 18 -133.8 2.115 PL 37. 00 PF 9.9 18 18 .0 5. 6 13.6 20.6 12.2 100 FTG ET PE -0.4 19 19. 0 0.0 23.0 0.0 0.202 TL 48.97 PV 1. 0 Pipe: 19 -126. 9 2.115 PL 37.00 PF 9. 0 1 19.0 5. 6 12.2 19.6 11. 6 100 FTG ET PE 0.4 25 18.0 0.0 21.6 0.0 0.183 TL 48.97 PV 0.9 Pipe: 20 -17. 1 1. 087 PL 9.42 PF 1.1 20 28.0 5. 6 9.3 17. 1 5. 9 100 FTG ---- PE 0.0 21 28 .0 5.6 10.4 18.1 0.115 TL 9.42 PV 0.2 Pipe: 21 -35.2 1.087 PL 9.42 PF 4.1 21 28. 0 5.6 10. 4 18.1 12.2 100 FTG ---- PE 0. 0 22 28.0 0.0 14.5 0.0 0.436 TL 9.42 PV 1.0 Pipe: 22 -35.2 1.416 PL 8.00 PF 1. 8 22 28.0 0.0 14.5 0.0 7.2 100 FTG ET PE 0.0 23 28.0 0.0 16.4 0.0 0.120 TL 15.28 PV 0.3 Pipe: 23 -35.2 1.650 PL 18 . 67 PF 1.6 23 28. 0 0. 0 16.4 0.0 5.3 100 FTG ET PE 4.3 24 18.0 0. 0 22.3 0.0 0.057 TL 28.32 PV 0.2 Pipe: 24 -126. 9 2. 731 PL 13. 60 PF 0.7 25 18 .0 0.0 21. 6 0.0 7.0 100 FTG ---- PE 0.0 24 18.0 0.0 22.3 0.0 0.053 TL 13.60 PV 0.3 Pipe: 25 -162.1 2.731 PL 13. 60 PF 1.1 24 18.0 0.0 22.3 0.0 8.9 100 FTG ---- PE -0.4 19 19.0 0.0 23.0 0.0 0.083 TL 13. 60 PV 0.5 Pipe: 26 -295. 9 2.731 PL 25. 00 PF 13.1 19 19.0 0.0 23.0 0.0 16.2 100 FTG 2EGD PE 0.4 26 18 .0 0.0 36.5 0.0 0.252 TL 51.83 PV 1.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/18/2000 C:\HASSDATA\MATATTIC.SDF JOB TITLE: Mattituck Laurel Library Attic PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 -295.9 6.400 PL 140.00 PF 0.4 26 18.0 0.0 36.5 0.0 3.0 140 FTG 2E PE 7 .8 27 0.0 0.0 44 .7 0.0 0.002 TL 188.00 PV 0 .1 Pipe: 28 FIXED PRESSURE LOSS DEVICE 28 0.0 0.0 53.7 0.0 9.0 psi, 295. 9 gpm 27 0.0 0.0 44.7 0.0 Pipe: 29 -295.9 6.400 PL 10.00 PF 0.2 28 0.0 0.0 53.7 0.0 3.0 140 FTG ETG PE 0.0 29 0.0 SRCE 53.9 (N/A) 0.002 TL 91.00 PV 0. 1 NOTES: (I) Calculations were performed by the HASS 7.1 computer program under license no. 38110111 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.139 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 16.2 ft/sec at pipe 26. (4) PIPE FITTINGS TABLE Pipe Table Name: CUSTOM.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.087 2.38 5. 95 2.36 5.95 7 .14 1.19 11. 89 11.89 5.95 1. 416 3.40 6.80 2.27 7.94 6.80 1.13 11.34 11.34 6.80 1. 650 4 .51 9.02 2.25 10.14 6.76 1. 13 11.27 11.27 9.02 2.115 5.59 11.18 3.35 12.30 6.71 1.12 11. 18 11. 18 11.18 2 .731 9.81 19.61 6.54 22.88 11. 44 1.63 16.34 16.34 19.61 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/18/2000 C:\HASSDATA\MATATTIC.SDF JOB TITLE: Mattituck Laurel Library Attic PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEl ChkVl BfyVl GatVl NPTee 6.400 24.00 52.00 16.00 55.00 17 .00 5.00 52. 00 5e13�20-00 10: 24A Shoreline G.C. 516-r475-r7796 P.01 Shoreline General Contracting, Inc. 755 Waverly Ave. Suite 311 Holtsville, NY 11742 631-475-7788 Fax: 631-475-7796 FAX TRANSMISSION COVER SHEET Date: September 20, 2000 To: Gary Fish/Southold Building Department Fax: (631) 765-1823 Re: Mattituck Laurel Library- Building Permit t125989Z Sender: Vincent Gibaldi YOU SHOULD RECEIVE 2 PAGES, INCLUDING THIS COVER SHEET. IF YOU DO NOT RECEIVEALL THE PAGES, PLEASE CALL 631-475-7788- Dear Gary, Attached is the certificate from the New York Board Of Fire Underwriters for Mattituck Laurel Library, Any questions or concerns please contact me at (516) 250-8699. Thank you for all you help, and looking forward to doing business with you in the near future. Sincerely, Vincent Gibaldi Sop�10-00 10t24A ShorQ11no G-C. 516t475t7795 P_02 THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1000169 BUREAU OF ELECTRICITY r— 40 FULTON STREET, NEW YORK, NY 10038 Dae* JULY 18,20M Application No,on file 10373500/00 N 530132 THIS CERTIFIES THAT only the electrical equipment as described below and ineroduced by the applicant named on the above application number is in the premises of MATTITUCK LIBRARY, 13900 MAIN ROAR, MATTITUCK, NY in the following locadon; ❑ Batemeat ® let Fl. ❑ ?nd F4 Secttarf Block Lot wet examined ox JMY 07,2000 and found to be in compliance with the National Electrical Codi.. FDRl1RERFCEPtAC1Ef SWITCHESXTURES GES coorm CKt OVENS DISH WASHERS EXHAUST FANS TLE OUTSINICANIHICINfl FLUORESCENT I 01NEY I AMT. 1 K.W. I AMT. I K.W. I AMT. I 6W. I AMT. I E.W. AMt. I M.F. 54 13 11 54 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS 3PECIAI REC'M. TIME CLOCKS BELL UNIT HEATERS MULTI.OUTLET DIMMERS SYSTEM! AMT. K.W. OIL N.P. I GAS HP. AMR. NO. A W.6. AMI. AML AMT. AMPS. TQAN3. AMT. N.r. NO.OF FEET AMT, WAm SERVICE DISCONNECT jN0.0Fj g K R V I C E METF4 ryo. c MO, A.w,G. w,w.¢ A W.s. AMT. AMP. TYPE EQUIP. 1 /7W 1/ iW 3/ SW 3/IW NO.OF NI•aC Of Nl�aa NO.Of N[UflAM OTHER APPARATUS! EMERGENCY PACKS-3 COMMANDER ELECTRIC LTC4302-E 'd+�� 1, L PO BOX 526 BOI-IQMA, NY, 11716 GENERAL MANAGER Per Thu certI leate must not be altered In any manner;relwn to the office of the Board R Incorrect,Inspectoa may be Idenlilled by thelt credenllatc Bu Beatty,Harvey and ANoelaWa,arehlbcb Plaromm "Insom �l 127 East Main Street RWeMead NY 11901 631 206 9866 FAX 891 208 9668 12 Wed 320d Street Now Yolk MY 10001 212 56311565 FAX 212$63 0017 email 6helmVisland®oar NinkAst DATE: 2-4-00 TO: MR. GARY FISH FROM: TOM VULPIS RE: MATTITUCK LIBRARY DEAR GARY: PLEASE BE ADVISED THAT APON A SITE VISIT BY MYSELF, ALL NON BEARING LIGHT GAGUE METAL STUDS HAVE BEEN INSTALLED PER OUR LOWER LEVEL FLOOR PLANS. I V tri-- 259?4 z I MEMORANDUM BLI Beatty, Harvey and Associates,architects planners engineers fl 127 East Main Street Riverhead NY 11901 631 208 9655 FAX 631 208 9656 l7C/"l 12 West 32nd Street New York NY 10001 212 563 0565 FAX 212 563 0617 MAR 1 6 M 1 e-mail bhalongisland@earthlink.net PIi1n LUUI . March 15, 2000 BUILDING DEPARTMENT Town Of Southold Town Hall, 53095 Main Road Southold, New York 11971-0959 Re: Mattituck Laurel Library Dear Mr. Gary Fish A site visit was made by our structural engineer and myself today. You will receive "as built "drawings showing any revisions to the structure. You should receive these no later than Monday March 20, 2000. At the time of inspection the cellar was being heated by two large area heaters and have been on when Shoreline General Contractors have been at the site. All the voids at the building perimeter have been backfilled and pitched away from the foundation as discussed at our site meeting last week. At this time construction will proceed and we will continue on making the building weather tight as soon as possible. If you should have any questions do not hesitate to call. Sinc homas Vulpi Jr. .g �'rORTO ti'a QvG ono a� 40 4a 02238a �o¢ Op NEVI BEAM, HARVEY A ASSOUATES LETTER OF TRANSMITTAL A R C H T E C T S DATE 11/24/S a JOB N0. Mo TORTO CE ARCH ECT9 P.C. ATTENTION MR MIKE vERIDY/ MR GARY FISH 1152 Vold Ngley W 0,wf lm 516116 2113 to 516 rA Wit BE` MATTITUCK L 15RARY 12I3 32nd Shed Ib Tad,wf 10061 212 563 0565 Fa 212 5R 0611 TO SOUTHHOLD BUfLDING DEPARTMENT 53095 MAIN ROAD SOUTHOLD, NEW YORK 119-11 WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 4 REVISED TOILET DRAWING6 THESE ARE TRANSMITTED as checked below: For approval ❑ For review and comment ❑ For your use ❑ As requested ❑ FOR BIDS DUE REMARKS COPY TO SIGNED: If enclosures are not as Indicated, notify us at once. BHBeatty, Harvey and Associates, architects planners engineers 127 East Main Street Riverhead NY 11401 516 208 4655 FAX 516 208 4656 12 West 32nd Street New York NY 10001 212 563 0565 FAX 212 563 0617 it r (P77 November 11, 1999 Mr. Gary Fish Southold Building Department P.O. Box 1179 Southold, New York 11971 Re: Mattituck Laurel Library Dear Gary: This letter is to confirm that upon my site visits at the Mattituck Laurel Library all reinforcing steel for the footing and foundation walls has been placed in accordance with the construction documents. If we can be of any further assistance do not hesitate to call. Sincere Tom Vulpis /v/ PLANNING BOARD MEMBERS gOFFO(,f- �V) C� Town Hall, 53095 Main Road BENNETT ORLOWSKI,JR. P.O. Box 1179 rm Chaian Southold, New York 11971 WILLIAM J. CREMERS y = Fax(516) 765-3136 KENNETH L.EDWARDS GEORGE RITCHIE LATHAM,JR. O Telephone(516) 765-1938 RICHARD G.WARD y'llpl � PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 10, 1999 Walter K. Pulver, Landscape Architect 134 Northfield Road llappnoge, NY 11788 RE: Mattituck/Laurel Library Main Road, Mattituck SC'FM# 1000-114-11-2 Dear Mr. Pulver, The Planning Board has received your site plan submission of April 29, 1999, regarding the above project. The following additions/changes must be made before the Board can proceed with its review: 1 . Zone line mast. be showtl on ttte plana. 2. Elevation drawings and fluor plans are required. See enclosed list of requirements for the Architectural Review Committee. The fee for this application was not with the application, please remit the fee in order that we may begin processing your application. If you have any questions, or require assistance, please contact this office. J?C001'er cf'el G. Kassnneer Site Plan Reviewer Encl. cc: Edward Forrester, Director of Code Enforcement 768-1802 BUILDING DEPT. INSPECTION [ =FOATION 1ST [ ] ROUGH PLBG. ATION 2ND [ ] INSULATION [ j FRAMING [ ] FINAL [ ] FIREPLACE/ CHIMNEY REMARKS: j DATE 11 r INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: U 17) DATE /O INSPECTOR ,� ' 7W-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ 17 UNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE IMNEY REMARKS: C . c c DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ /ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING ( ] FINAL [ ] FIREPLACE A CHIMNEY / REMARKS: DATE 10D INSPECTOR y BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ } FINAL [ } FIREPLACE & CHIMNEY REM)7: 57TZ�V DATE 1 NSPECTOR _Z" 765-1802 BUILDING DEPT. INSPECTION [ j FOUNDATION IST [ j ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ,� W`av 4 -- DATE O INSPECTOR �� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ INAL [ ] FIREPLACE A CHIMNEY REMARKS: ce r DATE ! dLO INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ) FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ) FIREPLACE & CHIMNFY REMARKS: jjC DATE <�z2 �� INSPECTOR-.- .�/ M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE &((CHIMNEY REMARKS: DATE �y U tJ INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE (10 Ofl INSPECTOR 765-1802 BUILDING DEPT. INSPECTION ( ] FOUNDATION IST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMA KS: �G DATE INSPECTOR � D C 765-1 0 BUILDING DEPT. Glo INSPECTION � [ ] FOUNDATION IST [ ] ROUGH PL [ ] FOUNDATION 2ND [ ] 1 LATIO (G-tr [ ] FRAMING [ FINAL �1 640 r-!-Rc [ ] FIRE A CHIMNEY ° `ft REMAR S S , (r, a: v rye I/ t' f D E 0 (�V INSPECTOR THE NEW YORK BOARD OF FIRE UNDERWRITERS pAcE 1 101'151 BUREAU OF ELECTRICITY 40 FULTON STREET, NEW YORK, NY 10038 Date TJNE 2B„Oeo Application No. on file 1� 31500':'('4) 14 524117 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of HATTITU'l LIBRA.4Y, 139LO I4AIN ROAD, IfATTI:T!ICY„ NY in the following location; El Basement ® lst Fl. ❑ 2nd FL Section Block Lot i was examined on MAY 08 12000 and found to be in compliance with the National Electrical Code., FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCE FLUORESCENT OTHER AMT. K.W. AMT. R.W. AMT. K.W. AMT. K.W. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS ISPECIAL REC'Pr.j TIME CLOCKS I BELL IUNIT HEATERS MULTI-OUTLET DIMMERS AMT. N.W. OIL I H.P. I GAS H.P. AMT. NO. A.W.G. AMT. AMP, AMT. AMPS. TRANS. AMT. H.P. NO.OFSYSTEMS FEET AMT. WATiS � SERVICE DISCONNECT No-OF S E R V I C E METER NO.OF CO COND. A W.6. A.W. A.W.G. AMT. AMP. TYPE EQUIP. 1 R RW 1 R JW J 0]W J 0 AW PER O OF CC.GOND. NO.OF NI UG OF MAE6 NO.OF NENiRAlS OF NEUTRAL OTHER APPARATUS: WIRING FOR CPX LIGHTS,FAN & SIGNALS-1 FOR 1 =ASSEI*4,'R HYDRAULIC ELEVATOR-1 CORRECTED r SERV:NG: 2 STOPO-1 CTED CER �CmPA jM E L L RIMERS«rt ELECTRIC LTC.1114903-ELaFtiw. 7 BArVIEW AWME GENERAL MANAGER P!.'-RT MTERSON . N]', 11777 EI.i Per This certificate must not be altered In any manner; retum to the office of the Board it Incorrect. Inspectors may be Identified by Meir credentials. COPY FOR BUILDINGG DEPARTMENT THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1000169 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date MAY 08,20M 15.171399/99 N 523479 Application No. on file THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of 71 14ATTITUCK LAUREL LIBRARY, 139000yTL HAIN ROAD, HATTITUCK, NY in the following location• Basement M !st FL ❑ 2nd Ft. OUT Section Block Lot was examined on MAft' ��"`gym© and found to be in compliance with the National Electrical Code., FIXTURERECEPTACLES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERSXHAUSTFANS . E � OUTLETS SWITCHES ,,CAN, FLUORESCENT I OTHER AMT. K.W. AMT. K.W. AMT. N.W. AMT. K.W. 108 73 25 16 92 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS M BVSTEMSLET DIMMERS AMT, K.W. OIL N.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. N.P. NO.OF FEET AMT. WATM ' 4 F SERVICE DISCONNECT NO.OF S E R V I C F. METER NO,Of CC COND. A.W.G. A.W.6. A.W.6. AMT. AMP. MF EQUIP. 1 E RW 1 e 3W 3 0 3W 3 E 4W PER• Oi CC.CON-. NO.OF HI M6 Oi HbLE6 NO.OF HEUIRAII Of H[V14AL__, 1 400 SW 1 X 2 3/0 2 3/0 OTHER APPARATUS: ' PADDLE FANS F-2 ; EXIT LIGIM-13 EMERGENCY PACKS-11 7 TON AIR CONDITIONER-1 10 TON AIR CONDITIONER-1 60 A DISCONNECTS-2 PANELBOARDS: 1-38 CIR. 200,1-20 CIR. 200,1-20 CIR. 1 LL <<< Continued on Page 2 r» GENERAL MANAGER Per This certificate mutt not be altered in any manner;return to the office of the Board If Incorrect. Inspectors may be identified by their Credentials, COPY FOR BU/LDING -DEPARTMENT.- THIS COPY OF 'CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 2 F 10@0'169 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 k Date MAY 08,20M Application No. on file 1517'299E9v N 523479 THIS CERTIFIES THAT y only the electrical equipment as described below and introduced b the applicant named on the above application number is in the remises o lYY PP PP P f � MATTITUCK LAUREL LIBRARY, 13900 MAIN ROAD, MATTITUCK, NY Ty�-1� Fp� in the following location+ CJ Basement YJ 1s!FL ❑ 2M OU'Y Fl. Section Block Loi was examined on MAY 08 f 2000 and found to be in compliance with the National Electrical Code. e FIXTUREFIXTURES I RANGES I COOKING DECKS I OVENS I DISH WASHERS EXHAUST FANS r OUTLETS RECEPTACLES SWITCHES 6CANDESUEFF1 FLUORESCENT I OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT, K.W. AMT. N.P. F' L r L X DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS UNIT HEATERS MULTI-OUTLET DIMMERS BELL SYSTEMS r AMT. K.W. OIL H.P. GAS N.P. AMT. NO. A.W.G. AMI. AMP. AMT. AMPS. TRANS. AMT. N.P. NO.OF FEET AMT. WATTS 4 i I - SERVICE DISCONNECT NO.OE S E R V I C E I METER N Of CC COND. A.W.G. A.W.G. AMT. AMP. TYPE EQUIP. 1 0 2W11 0 SW S 0 SW J 0 AW PER R OF CC.GOND. NO.OF HIAEG OF HI-LEG NO.OF NEUTRALS Of NEUIRAI OTHER APPARATUS: ' , i COMMANDER ELECTRIC LIC.#302 L L PO BOX 526 BOHEMIA, NY, 11716 GENERAL MANAGER 11 Per This certificate must not be altered In any manner;return to the office of the Board If Incorrect. Inspectors may be identified by their credentials, COPY FOR BUILDING DEPARTMENT, THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. THE NEW YORK BOARD OF FIRE UNDERWRITERS PACE 1 1015154 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date 14AY 15,2000 Application No. on file L9731300l03 N 524147 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of HATTITUCK LIERARY, 13900 MAIN ROAD, MATTITUCK, NY th in e following location; ® ��I Basement Uy Ist Fl. ❑ 2nd Fl. Section Block Lot was examined on MAY 08,20M and found to be in compliance with the National Electrical Code.- FIXTURERECEPTACIM SWRCHES FIXTURES RANGES COOKING DECK) OVENS DISH WASHERS EXHAUST FANS OUrIETS INCANDESCE FWOREJCENi I OTHER I AMT. I K.W. I AMT. I K.W. I AMT. I K.W. I AMT. I K.W. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS SELL UNIT HEATERS MULTI-OUTLET DIMMERS AMT. K.W. OIL H.P. GAJ N.P. AMT. NO. A.W.G. AMT. AMP. AME. AMPS. TRANS. AMT. X.P. NO.OF FEEL AMT. WATTS SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC POND, A.W. A.W.G. A.W.O. AMT. AMP. TVPF EQUIP. 1 I RW 1 e JW J e JW J e fW rFR• OF CC.GOND. NO.OF HI-LFG OF HI-1 NO.OF NEUTRAM OF NEUIRA OTHER APPARATUS: 100 --A 140TOR DISCONNECT-1 30-A "CAB" DISCONNECT-'1 100-A MOTOR CONTROLOR-1 ELEVATOR-2 I ANDERSON ELECTRIC LIC.#4908-E L 7 RAYVID; AVENUE GENERAL MANAGER PORT JEFFERSON, NY, 11777 E11 Per This Certificate must not be altered in any manner;return to the office of the Board If incorrect. Inspectors may be identified by their credentials. _— COPY FOR 8U&DING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED-IN ANY MANNER- THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 r1000169 BUREAU OF ELECTRICITY r 40 FULTON STREET, NEW YORK, NY 10038 Date T'JLY 18,2000Application No. on file 103,7350e/00 N 530132 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of HATTITUCK LIBRARY. 13900 HATN ROAD, HATTITUCK, NY in the following location; ❑ Basement ® lst Fl. ❑ 2nd Fl. Section Block Lot was examined on '1' 07,20W and found to be in compliance with the National Electrical Cade.. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCEMI FLUORESCENT I OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. I K.W. AMT. H.P. 54 13 ii 54 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. N.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMi. H.P. NO.OF FEET AMT. WATTS ' SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC COND. A.W.6. A.W.G. A.W.G. AMT. AMP. TYPE EQUIP. T 2W11 e JW /SW /IW PER a OF CC.GOND. NO.OF HI LEG OF HIAEG NO.OF NEUTRALL OF NEUTRAL OTHER APPARATUS: EMERGE= PACIGJ-3 G.F.C.IL-1 C01,11 NDER ELECTRIC LIC.#302-E td. L L P3 BOR 526 BVHE?4IA. NY, 11715 GENERAL MANAGER Per This certificate must not be altered in any manner;return to the office of the Board if incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT HE ALTERED IN ANY MANNER. APPEALS BOARD MEMBERS O I CSouthold Town Hall y 4 53095 Main Road Gerard P. Goehringer, Chairman ` „James Dinizio, Jr. z , P.O. Box 1179 L dia A. Tortora F Southold, New York 11971 y �Lora S. Collins ��} ZBA Fax (516) 765-9064 George Horning t.-" Telephone (516) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS AND DETERMINATION REGULAR MEETING OF AUGUST 18, 1999 { y, Appl. No. 4729 - Mattituck Library Parcel: 13900 Main Road, Mattituck 1000-114-11-2 Zone District: RO Residential Office and R-40 Date of Public Hearing: August 18, 1999 FINDINGS OF FACT PROPERTY FACTSIDESCRIPTION: Applicant's i.5-acre parcel is located in Mattituck with 135.35 ft. frontage along the south side of Main Road (NYS Route 25) and lot depth of 505.10 feet (along easterly side property line). The property is improved with a one-story frame and brick Library building located in the Residential Office (RO) Zone District, and the rear portion of the lot is located in the R-40 Low-Density Residential Zone District. BASIS OF APPLICATION: Southold Town Zoning Code, Chapter 100, Article VII, Section 100-72 for a library addition at 8.52 feet from the easterly side property line. The Code requirement is 15 feet in this RO Zone District. APPLICANT'S REQUEST: Applicant requests a variance in a proposed library expansion with a minimum 8.5 feet setback at the southeast corner of a bowed wall on the east side of the building. Details are more particularly shown on the Plan L1-02 dated April 19, 1999 prepared by Beatty, Harvey & Associates Architects. All parking and screening will be determined by the Southold Town Planning Board as provided under the Zoning Code site plan regulations. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspection, the Board makes the following findings: 1) The east wall of the proposed addition extends only 10 feet beyond the existing east wall, but the resulting reduction in side yard setback is greater (from about 25 feet to 8.5 feet) because the building wall is not parallel to the property line. 2) The size and shape of the lot dictate that any expansion be in the form of an addition at the rar of the building. Because the easterly wall of the building is not parallel to the property line, any reasonable sized addition at the rear requires an easterly side yard setback variance. Room on the west side is severely limited by the need to maintain the driveway giving access to parking behind the building. 3) There is a stand of woods and brush along the easterly property line that extends a considerable distance into the neighboring property. East of the woods and brush on that neighboring property there is a large, black-topped church parking lot; the church building itself is located east of the property line by more than 100 feet. Page 2 — Appl. No. 4725 Mattituck Library Side Yard Variance Decision Rendered 8/18/99 4) Grant of the requested side yard setback variance, for 8.5 feet at the closest point to the easterly lot line, will not produce an undesirable change in the character of the neighborhood or detriment to nearby properties because the addition will not substantially change the nature of the building, will be screened from the neighboring property, and will be a substantial distance from the neighboring church building. 5) There are no factors present to suggest that grant of the requested variance will have an adverse effect or impact on physical or environmental conditions. 6) The grant of the requested variance is the minimum action necessary and adequate to enable applicant to carry out a needed expansion while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. BOARD ACTION/RESOLUTION: On motion by Member Collins, seconded by Member Horning and Chairman Goehringer, it was RESOLVED, to GRANT the variance as applied for. VOTE OF THE BOARD: AYES: MEMBERS GOEHRINGER, DINIZIO, TORTORA, COLLINS, and HORNING. This Resolution was duly adopted (5- GERARD P. GOEHRIN ER CHAIRMAN For filing about 8/23/99 BOARD OF HEALTH . . . . . . . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . .. . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . ... . . . . . . . TOWN HALL SEPTIC FORM . . . .. . . . . . . . .. . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: CALL . . . . . . . . . .. . .. . .. . Examined.................. 19.... /y; p MAIL TO: . . . . . . . . . . . . . ... . . . . Appnwed.f2.-.�:q�......, 19.... Permit No. ..5. [� ................................... Digapproveda/c .................................. .........I......................... ..:............................................ ...... Bp L115LOG, (Buildi APPLICATION FOR BUILDING PERMIT INSTRUCTIONS a. is application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wi 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. c. 'He work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such permit shall bekept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of occupancy shall have been granted by the Building Inspector. APPLIC MCN IS HEREBY MAZE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk Canty, New York, and other applicable laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code ing code, and regulations, and to admit authorized inspectors on premises and in building for re ssary ' tions. (signs e o appli t, or name, if a corporation) ... 127 ,East....win, S giverhe�d_p]}'. !� �•: ;j. _ (Mailing address ofapplicant) 11901 State vA*tber•app}ieantc.is.:awner, 1ppsee, ,agent, architect, engineer, general contractor, electrician, plumber or builder ................................................................................ 1' 1¢1.... •e,it• _�. , -:.rJ,� .'.�A " �.,,,p fMatt #pck Laurel Librar Board of Trustees Name of�owFler�°.t hb•"x^ k ...._:.......................X_... ................ .. ............................ e . ,. .�1 ,3q t,. .ra� 3n the [ax roll or latest deed) If applkaht'li a'�borporatUl WaA&4Vq e.of duly authorized officer. ......................................................... (Name and title of corporate officer) Builders License No. ......................... PlumbersLicense No. ......................... Electricians License No. ..................... Other Trade's License No. .................... 1. location of land on which proposed work will be done.............................................................. ........139Q0..MP.Ti1.Road........................Matti_tuck.................................................. House Naber Street }hamlet Canty Ta:Map No. woo Section ...JA A........ Block ...).1.......... lot ..02........... Subdivision ...........NA........................ Filed Map No. ............... Lot ............... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ..................................................... b. Intended use andY .........Public, Lib.....rar ................................................... ... 3. Nature of work (check which applicable): New Building .......... Addition ..)5...... Alteration ..$........ , Repair ............ Rmoval ............. Demolition ............ Other Work ..&i.tV..W.QF.$.................. . (Description) 4. Estimated Cost ..�1 , 700,C000 ........ fee .............................................. (to be paid on filing this application) 5. if duelling, comber of dwelling units ...UA lumber of dwelling units on each floor .V A ..„__„_. Ifgarage, umber of cars .........NJ&........................ 6. If business, comercial or mixed occupancy, specify nature and extent of each type of use.211)7)-.].IK.LilarA v 7. Dimensions of existing structures, if any: Front....6Q......... Rear ..40.......... Depth ..95............. Height .....1.9..,................ Number of Stories ....)................. Dimensions of same structure with alterations or additions: Front .6.0 .......... Rear ...7A......... ... limber of Stories Depth ......).$).'......... height ....2,3.'......... ....1.......... B. Dimensions of entire new construction: Front ....7Q......... Rear 39........... Depth ..91......... Height ................. limber of Stories ..1.................. 9. Size of lot: Front ...135. 45 ...... bear, _ 134. 42....... Depth 505..10 ' max. 473. 26 ' min 10. Date of Purchase I96!............... Name of former Owner .............. If. Zone or use district in which premises are situated Front half: residential/office Rear half: residential - 40 low density 12. Does proposed construction violate any zoning law, ordinance or'reguistronr -19 13. Will lot be regraded ...X@5............. Will excess fill be removed from premises: -- NO .. . 14. Nares of Owner of premises Kc 413 Address ..9.39.OQ.Main..&d........ Pfcone-t7o.--:1^9•$.,41.3_ Library 7 Board of Trustees Mattituck Hareof Architect .................................... Address .............................. Phone No. ........... Beatty Harvey & Associates 127 East Main, River eadNa 208--965 Namof Contractor ................................... Address ............................... ........... 15. Is this property within 300 feet of a tidal wetland? * YES .......... NO .... *IF YES, SOUMD TOWN TRMIMS PIMMIT HAY BE W!QWRM. PLOT DIAGRAM Innate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions frau property lines. Give street and block cumber or description according to deed, and stow street nares and indicate vhetber interior or corner lot. Arepe l'.) V POUD DATE: B.P. # a2 S g FEE: 7 Som BY: NOTIFY BUILDING D PART NT AT 765-1802 9 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1 FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C-0- ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS SCATS OR HSd MA<, i-e,xa.'�A-6not-� 01-1 . 1f as As a�2 z8/� s� 0 +f las axiN1Y OF. ... .JAf..j..J..`......TC .... .1. OaR.nacc � L{-laCk ...............Clt.{Il'8�.1�. .u'.................being duly sworn, deposes and says that he is the applicant (Name of individual signicracC) above . med, /y�y�(/�, Ileis the ...........sJt.tlY". .............................................................................. (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 knowledge and belief' and Unat the work will be performed in the manner set forth in Une application filed therewith. Sworn to before me this rn .......a.�.......dal ..... ..!......19....1...Notary Public ......rn ?.......—........... . ... . .... ................... Signature of licant) SpA NANSEN Nmtery pu gc'Staw481Co5NOW Yodr Quovk county alified in Se Sept 30,� G Cocnadasla!Exp1. . BUILDING PERMIT REVIEW CHECK LIST Applicant/ Date Owners Name: / l-U�C f/ �� Reviewed: 16'113 Architect/ Date . Engineer: �'Ii �' lc/i_! Submitted: SCTM #: District: 1,000 Section: Block: Lot: L Project �3 DQ Subdivision Location: /t'�<}/�J �L. Mi4(77 -CCX Name: Single&separate RequipC certification: lYes No QD/��,�1 . Req. Zoning District: r"� [Lot size: Actual: L� [Lot coverage 0 /0 Proposed/ 3'3 � Req !S� �(/0 Req. I Req. (Front Yard}�_P oposed:l (Side Yard l J Proposed:!?- 1 (Rear Yard SO Proposed:0270 P Project Description: A46 I i`L 0135 Y-`9(76U1 i t,.3 S O MA-T-,-.[ CAL 41r, AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. ✓ Q D-qq-0 0 7 New York State D. E. C. Town Trustees ✓ Town Zoning Board approval: ✓ Town Planning Board approval: Flood Plane Elevation??? ' Flood Zone: Notes.• -a;:� - .., 1 I .I lip - ,. t w. �. - -- - a-, k ,_ r - - ,p :, _ _ - g P �' e r. I'll I . - eli' `s,:� c '� HARVEy �.. '- ' ' . . . . 0#4- I I . . . 9 \ 0 ;, '� (D�(� 6� f ��W�� '' �. '' 0 . n ` c -1", ' , \ � 7 ` I I . 0 I$- : 9 attituck --_____-� ARC .HITECTS . ,,, .1 11_ . . .• 0I . I • �': o • • Jr Sr i . • -. • , > Iiigh SeRs C.I. FRAME AND COVER NOTE: CAST IRON FRAME •• 9 ,N - RT 60465 MEETS ASTM C478 AND COVER TO GRADE f. ��\ �I 25• 11 ma 7ORTONCE ARMTECT9 (F .a .FLOCKHA # MANHOLE , . TYPE 604C SPECIFICATION 8" H2O LOADING C' MATTITUCK � - TRAFFIC BEARING CAST IRON FRAME 4"O CLASS 2400 8" H2O LOADING ' • '' "' " ' =, 2'-8" TOP SLAB AND COVER TO GRADE PVC PIPE' 10 LF TRAFFIC BEARING ' •. LIBRARY rrutnoka -_ • 1/8"/FT SLOPE TOP SLAB Lake su -. TOP of MASONRYF �,,� �? 1152 Ilontal,k Ngllwq alder 11, NY 109)6 516126 2013 Fox 516126 2016 . #5 AT 8" O.C. FINISHED GRADE Sit e s ; 12 West 32nd Street New York, NY 10001 212 56,3 0565 Fox 212 563 0611 • 4.1 FOR - 6 Ntw - �ADJUSTING 'CASTING - I ) 2' MAX. 2:' MAX. INV. EL. 41.06 . �_ >D,�, - 1' MIN. 1 ' MIN. ai f � ; a• 4�tBM�3n 4- \ ! Mattituck I _.A \ - - - I. It - M�`E a C � Airoase . N '; `o. !L. I - L PRECAST TOP SLAB \ _ _ _ __ 4 n w W - �o _ (H-20 LOADING) a®®®®® I � r � •' ' ;.} , "z a- �r �1 I - _ _ -- INV. EL. 40.56 W x 4VC CLASS 0 LF BM -- Ip.J®®®®® r, a PVC PIPE 10 LF 45 `ren' �� c 1 \ .� 2 -6" � LA N t I ° w 0 1/4"/FT SLOPE r 'n m®®®®® INV. EL. 40.46 I - ., U m®®�®® 18" DROP TEE, o '�� p J10 _. � 8 POLYPROPYLENE � v = I - MANHOLE STEPS w I ®®®®® - _ __ ' Water STRUCTURAL ENGINEER L L_ - (D � L1_ 0 '` ��'?r q o a . - - I a8" 4'-O" 8"' / w m®®®®® - - - - I 8'0 25 "� Park 1„� °M _ DIETRICH ENGINEERING, P.C. _ I 1 � '� � � � 344 LENOX ROAD 516.427.5540 1 Is N DIA 2 #5 BARS rn _ _ _ _ o TYPICAL I l � e fa®®®®® SEPTIC TANK a^ . KSLOPE 1 ON 2 - _ _ __ C' arm ~'~ HUNTINGTdN STATION, NY. 11746 516.427.4573 ®®®®® ( 1. Ss h" 1� � ° I - - - - .► �� M.E.P. ENGINEER • t CLASS A INVERT CONCRETE NOTES: 4. • o '`'' 2 e'�'• • . . I 1. CONCRETE 4000 PSI AT 28 DAYS .• DIETRICH ENGINEERING. P.C. L. • • .•• • I •• ) 344 LENOIX ROAD 516.427,5540 _ a - - - - - - - - - - - WIREeteI Beacn ' 2. WELD 2 9xW2 Q ANFABRIC D LS BALL & 3\< a % ,� c HUNTINGTON STATION, NY. 1176 5,6.427,4573 \ , BACKFILL MATERIAL CONFORM TO ASTM A-185 j• x \s e uistrirt Park s ,�' �,� 2' MIN. ABOVE ,LEAN LANDSCAPE ARCHITECT PLAN CLEAN SAND �'" :o � \- UNDISTURBED GROUNDWATER AND GRAVEL SUBGRADE = attituck Park - _ -0-, "'- VIRGIN STRATA '�. • Distnct Beach WALTER K. PULVER • � d A-A 134 NORTHFIELD ROAD 516.232.2025 . SECTION 10' 3' MIN. HAUPPAUGE, NY. 11788 516.232.2037 . LEACHING POOL RY MANHOLE ' 5�4N1 TSI c�>:�p � N4RrH �4L 17�T�1 L �>�►>1> a,tr� �� pati TYPI G �� • SCALE: 1/2" = l '-O" T�41NK �;G �TQRTO ' 3 SEG T I ON THR.0 SEPT 1 G IF IT • Nth LEACHING POOL .� _t . � SCALE: NONE -,� r M r` -_ - l Z • v) AREA = 65,325.91 s'a. ff, , L. ___________ ____ _ - ._ _ _..-__-_.______ _.. ______ _. .-__ .._.-.___._ ___-_____-_ _ "-" -- --- _-_ i , ._..r.__ -'}- - -- __ ._. -__-_ --_ - ----___ -1 -1. r_1 r Ift -r i . . U c * , r_ - .. c=_: -t . _ -' - EXISTING 1 O _ ---- ---- - " - /� t p of - = o - WATER SERVICE ' �, - , ; • LOCATION MA1- NE ' r� • I '- - . •Yr; .• - .-- --__ • _ g,�Q��,��a Y � �.o� I I � ••� T �. _ _ _ ` W_ _ `" - - '._._- - - ----- � ------` w Ill. • i �� _.; r._-l - ' - fr . .,� -� Ali . � � a 4 i , v ` ` - i t 0 (�` l I i I I y! k:, '.�C �;-�. 2 __ .v -' =t.. -�:��i7=�••�3=",{� , i ;a7 :�'✓�!C.r- C=`,:moi_ .. �' 1E: .. .. .. - .- 1111� _ 'C' 'j�' Wil,;�,•. t /y .. --+='- ✓ :=r a� .. _..i - F-�1- _ 3�_ r/ 7 ! -- �. __�. l.' , s... •(c Z, -- j r 1 �ry r,�,, ,, r ! (' �; . ,�,,r�,�. �` , . � ` ,- - p_R�/.. z�I�� -,\= _ . , � ".V,o • y r ADDITIONS & ,-` - - (� I 1 i IQ f • 1,�y]( �,�hi i GAUL+ 4 -_- - -___ \ - -.�`___ -_�-. - - J �' ."• - f"+J - _ -:t- "'_ t lk ! i s t. j • Lam__ �.___ _� --- - �� * f _ _ N ZII� i PLS, V C' ;=Xj&?'. �': _/X;&T ;Z:) j..1L I" \ \ �' J! 'L � G. ":-r_•_L,' � / _ r _ ALTERATIONS TO ^` } I` iM 1 4 `ax i z 1'i I ADDITION -C� �;'�""-'� E<'- , `�a:=-- -: 4 _ �:t: s p : WATER SERVICE INTO NEIN _ r ` - .. - LC7 ' `� I i �_; FROM WITHIN BU{LDING BORING B_-1 "! �, oj(o ;f ` '��`=_ MAIN a I - . . , * I : . 1 Y �•-•� 1I . . - . IIz...1. i T'� I __ io- � 1 -f' 7 1 =�7 ', R�d��,,;-s,, ..:. ...._ I I !-�•�`}. ^e�.cw.�'"`y . ., L , k i,f"'.- I t . - , \ . . . L . } r.IV7 I i 4�. - �: r-- � 1 t r 5 RI ,4• ' I 1_la./.. . ,41A ID D I , \.,N t -�-. ♦, !+ N1. -_ _ 1 7p-. , ,- . , D .,��,. 1. 1. - : . I ! I -, EL I , . ....., '_ L _ .; -," `. . . L- - " . , !` i i iN - . -� , . . . I WV•. EL: 46.8 I� 7 ` L - I - _ , A . p r 1 INV. EL: 46.8 BORING B-1 11 'I /' . _ i t 5©�.. Q' t to ! i INVC) Ln I !I . . EL_ 45.5' ± - Y . i --- 4"� FORCE MAIN FR an 5_ � - `�iir, �r , o_= �4'• ♦ J _ Q D 1 y, a i • !i _ \ z a: - - -- L__ -------- . . I � I - �j L - - 1 � / I ��-ziz�-_,-_ . -- L . - 17 I . ! . . i \ --- -_ _ I I I L . L . r..- ..� 1 t - . . - - . I . I . �? I . . . ' a �I �i 1 �'�' l � ''<a ' <` V• ' f !� i' I - I --r` \ O 1 �• - I II �•!I - !• + ' - - . - _. : . �' ; s \� = __ -T- _ z w �"' 10 x 9' DEEP w _ �t 1 �! i ]I• - ee ----- y X• ;i°T ` CHING POOL '_ < _ - - - . IL �' L"L u y'r I ` : ;''`J G IRB -,r L4a�C ' �__�-�.__�__`� •~;`'r` -� \ i /� I r. `i i _ 'a"�-- a 31'-3' '\ , , - ', /� - _ lr __x \ rt • ti r . I ' �� / -t0. I F�C �J��jam. 4l'NT.3' ,[� ` f- _, � \�` � r (- � `• - - - T' t I I i-- j-, e � Q� 1•y.fr ..1,� .': •\ [ � ` �/ ,1 � ` ---.�.F:�- ;k M � • • .. _ - I . e. Af I N a '�r " -e _ _ -/ 'J _I:e-•yT, -�_�i ` it ii 1. -. L , I1. � i _t_ .o �. 2 J.�• , �f �.+lr` - ___ __ , Ir y - �/ _ i ,. I E • - - a t ' , `, tee* r "- ,_ i ----- _--, 1 f + , !.- - �--/ _ _ -�_' _ �_i- of ',� �.. f�� 5 MINt,i" INV.` f= 46 �,' ,` , . ' I . 4__� 1 ,- ,� - -- - -_-. :r-- Zoe --/ ,;� -'-- ----- - - -- .I_ = �_�: 1. � REVISIONS: : . z ^ --;R. g:!:CSI �G�? , ._ 9 P� NI. {NV. EL. 4i.76 a _ . - �,� tom- ' `4 -3`T P=V't3' --•- o Z it NIE. INV. EL. 45.55 _ - _ _ _ - \ - _ % r - " - ,s•, ;\ 3 N0. DATE DESCRIPTION ' '14 _Z - -� 6 LF- � ,�- � _ S. INV. EL. 41.26 8 0 x 5��Ef; _ � - - � _ .. _ t - - - . AT 2.0% �'`• (4' LIQUID DEPTH) -� _ ' -, ` 10 19-99 AS BUILT _, �' 10 LF - 6"+b SEPTIC TANK f =X 5�ti SCS �_" ' r - /,r.•---- , *[,; - -- �---- - - -� - - PVC AT 2.0� - -----' ;% - 2 11-15 99 ADD DIMENSIONS . . =ti "- - - =_`= -- ---- - - - _ _ � -- - ;� TI A 3 REV. PER SCDHS CO E S N 1 -- -12-1-99 MM NT -j : .� ! 5.46 0 w -- - _- �� ---_-_=---- s r,_-__ -_� .� �I' j' N. INV. EL. 41 A6 - y . Wi - �� r 4 2-9-00 PER CONTRACTOR CHANGE I >>-i , � ane,. ----�____ 1 1 S. W. EL 40.5fi _ aI r `I ��__ _ N. INV. EL. 43.62 i 1 ' I # MANH `== =r_ S. INV. EL. 43.512 r' i r-- �, E. INV. EL. 4 :�1I0 -- _ E. INV. EL. 44.60 . - _- -- �. - • ' r S. INV. EL. 4 ,U0 gri-C. •. 11 F`ti?P ==� _�- T,H ti �. <1, - j / l'L If I L _ 1j ter%' /i/ � -'--t"`_--�_ .' 1 T{ { I' f. i .41 1 f / �ii��';!' "TTI �j� ♦ '-==�_ ._ ! r _ _ " - IL I . Y = --__ e `" I - BLOCK & -, ,�?�T;_may -, ----- �.,�--_ _ . - FRaMf ,f�T� ,.-'N - . `�urLQrNG ;�- - - NOTE: o �r i - �,1 js _ - • - THERE ARE NO PUBLIC OR PRIVATE `. ,c�. H �� I y= f _ _ _ . WELLS WITHIN 150 FEET OF THE t�Ar�r'.tiF ,ts. ", �� - R IS PROVIDED 0V17 • '" y� • • SAN►TARY SYSTEM. WATE 1, BY SUFFOLK COUNTY WATER AUTHORITY. a • a 3 } `/^� • z \ 4 is ..F�t,�. a 2 6, - r ) • ' • - . • I -- - • DENSITY EQUIVALENT CALCULATIQZIS BORING B-1 BORING OPINEL B 47.Ot) I . SANITARY STEM CALCULATIONS• (TOP EL. 47.0±) ( I I • 7 S.F. AREA = 65,7510 SF /_ 43,560 SF/AC 1.51 G D • . BUILDING AREA 12, 60 ALLOWABLE DISCHARGE = 600 GPD/AC x 1.51 AC 906 �•pyi/S a Q.03 GPD/SF = 82.8 GPD < 9Q6 GPD GRADE EL 0.0 cc DAILY FLOW 0.03 GPD/SF x 12,760 SF = 382.80 GPD DESIGN FLOW 3 GRADE EL .0.0 - SYSTEM IS ACCEPTABLE TOPSOIL - . . - TOPSOIL ` - _ EL -1.0 EL -1_Q - _ PROJECT NO.: 9182.00 FILE: 9919-SAN-AB SEPTIC TANK - LOAM LOAM « $GALE: �� = ZO,-0. DATE: �j - .. , 765.6 GAL EL L -2.5 EL -2.5 - . . FLOW = 382.80 GPD x 2- DAYS o -Q: MEDIUM/FINE BROWN SAN©, MEDIUM/FINE BROWN "b.` .j v ' DEEP 4 LIQUID DEPTHI DRAWN BY: kAA► CHECKED BY: KHD INSTALLED = (1) 8 DIA. x 5 0 ( ) o SOME SILT, TRACE GRAVEL EL -4.0 SAND. SOME SILT IC TANK T TO S EL -4.Q , SEPT W/FLA P LAB QO COARSE/FINE BROWN SAND, ,O " MEDIUM/FINE BROWN/LIGHT . SOME GRAVEL, TRACE SILT .0 o 0 BROWN SAND, SOME GRAVEL O . SANITARY ' . . , IL _:� 4_ EACHING POOLS EL -6.5 O� � ' _ ' - I L L' ' - � .1 - - . FLOW . = 382.80 GPD a MEDIUM/FINE BROWN/LIGHT oQ SITE PLAN -- I- I'll I . I .. I .. 1 I• ALLOWABLE LEACHING RATE = 1.5 GPD/SF SIDEINALL AREA .. o .O g a sa -- -_ BROWN SAND, SOME GRAVEL K s SIDEWALL AREA REQ'D 382.8 GPD / 1.5 GPD/SF - 255.2 �SF O O `v 10' DIA. LEACHING POOL 31.4 SF/LF ' by - _ >A . 1 LEACHING DEPTH REQ'D 255.2• SFf 31.4 SF/LF : = 8.13 LF 4°Q %- QL. 3 - fNSTALLED �1) 9 -0 DEEP LEACHING POOL - -- - - - - - - _ - -. - MINIMUM .300 SF SIDEWALL AREA) - - - - - - - - - -- - - S - - -- - - .0 ()Q o a Q . - .. Q O-0 0 ASRCEA TAX N0.AC. 1 -114-11-02 - ,. - . -, . . . Q"OQ t aQ° - @ 11 I.LR . tip 1 , - - - , 1. EL -25.Q 4 -EL -25.0 p m M I 'L _ . ' - I . • - Ir - 1 r ,i • � , I . .r- - , . - L . I L L I ,,_ _ .,..�,__: ,!�',�L � ' ' - : ._ I I I - I .-" L' " �' : . • 5D11.. f30iQIN65 L �_____ _ � LI I I - . C., , - L I I .,_.__","'. -1 L I I--__ Ir - 1. D - L, I .1"- .. . . . . _.; - I 1 • - - I L L L . .- . - L . L I ., L L I L I L .- . .1 I I 11 L - ; � L I - ' I I . I I L I . . . I L - 1 . 7� .1 - I - . . . ... . .I . ,Jrl I . - I . 'L L ., . , . I L I N O'T E. AS- BUILT P, w L.- * 11i f z _, _ _ - - ' ' '' , L .� k- I L - , 1. a , . I - . L L I . - . . L L . L r I- . j' ,. 1. . . I I I . - .I . L . I L 11 1 CONTRACTOR CHANGE .I I . o I . 1 ,. LI . . L . I I I L I -. - I 1_., I {. � :�� x �11 ��.1- - _ , L - .1 I ," ' - 1" ",_. -_ II L' - . . , _ ' ' � ' .- . I . L k, , -: _-, .: , IL - I I I L L _ I.. -1 - - L . . .I L . - L I I L; . . I . L� - - L I -1 L I . . I . L . I,'' -, L I'L _ I ti y_ ,;' 'Agk . , . - L I .., ! - - - . I . L I L .1, L - . L . L L I . I . L I . I . L ._ �-,i ......�, -, _ __ - - - I . I . I L - L L '_LLL._,1_, -i- --� , L , - . . - L - I - I . I I ";'L L "'_."14, , ,,, r I . L . I - L . - . . L - . . . L - . I I I L I I L - I - L, . . L L I :,�;�,,, , w -. .- t t - - - -- .. - -_ - - - .. - - - - - 4- - - _ - -. . - Z ''E -..-. _ - - .. . -- -. _s, .. - - -. .-_.. a RR ._.-._ . . __ . t , . . . r _ . « . C} E I * THE STARTING CURRENT IS ADJUSTABLE FROM PLEASE VERIFY OILDRAULIC ELEVATOR CONTRACT DATA 2 TO 4.5 TIMES THE MOTOR RATED A.C. AMPS. FRONT WALL THICKNESS THE STARTING CURRENT OF 3 TIMES THE MOTOR AND TYPE AT EACH LANDING TYPE CIMARRON 20 ELEV +1 RATED A.C. AMPS IS A NOMINAL STARTING SPEED: 100 FPM UP 150 FPM DOWN MAX. CAPACITY: 2000 CURRENT VALUE. (SEE NOTE 6) FLR THKNESS WALL TYPE OPERATION: MICROPROCESSOR DMC-I/A CAR ENCLOSURE: DOVER CAB - MODEL DLP FINAL 1 9 1/2" MAS/COMBO DOOR TYPE: ONE SPEED - RIGHT HAND 7'-0" DRAWING ILL 9 1/2" MAS/COMBO PLATFORM THK: 3 3/8" FINISHED FLOOR: BY OTHERS 11/'1299 TELEPHONE: BY DOVER 1PIT LADDER:BY OTHERS POWER UNIT: EP-60A 15 HP POWER SUPPLY: ZZOV 3PH 60CY STARTING: SOLID STATE GLOPU: 4100 F GLOJ: 3960 JACK MODEL: 3-9 STD OVERTRAVEL: 6" TOP 9 1/2" BOTTOM J �X .� PLUNGER O.D.: 3.875" WALL THK: .2fi05" HOIST BEAM BY OTHERS. CONNECTTION xw oxa� CYLINDER O.D.: 5.5625" WALL THK: .219" NET AREA 11.85 SO IN DESIGN LOAD - 8000 �� zviz~ SUPPORT MUST BE PROVIDED IN THE =z 1 ,; 1, BOTTOM CAR RUNBY: 5 I/2" CAR BUFFER STROKE: 2 1/2" SIDE OR FRONT WALL FOR THIS BRACKET, M� am �M 1 NOTE: VENT HOISTWAY AS REQUIRED a,_ FOR HORIZONTAL LOADS SHOWN. SUPPORT TO u,z Uoo m BUFFER REACTION (TYP. AT EACH BUFFER) - 5834 LBS. ASME A17.1, RULE 100.4 (�yj ` BE PROVIDED BY GENERAL CONTRACTOR, 10 zmrvo c$i:!' o EST. WORKING PRESS. 381 PSI ( _ K J f a o 2'-10 1/2" N TO OF TARGET ¢ct> LuLu '° l a.•;_',s J HOLES - 6'-7 1/8" - am~ O1 �� cc DISCONNECT SWS. s'`+'``*'. y TARGET HOLE THE FOLLOWING CONDITIONS MUST BE MET BEFORE INSTALLATION wa SEE NOTE 6 SEE NOTE 12 "'` ¢ 15" INSERT XN - TYPICAL W y" Y o IS STARTED, AND ARE NOT INCLUDED IN THE ELEVATOR CONTRACT: wDISCONNECT SWS. _ 1. A PLUMB, PROPERLY VENTILATED HOISTWAY (ACCORDING TO CODE AND SIZES SHOWN). m SEE NOTE 5 w 2. ADEQUATE SUPPORT FOR JACK, GUIDE RAIL BRACKETS, AND BUFFERS (FOR I l REACTIONS SHOWN 1. � ... 7m-j, 2" OIL LINE FROM TANK TO - o L)> SEE NOTE 7 2" SHUTOFF VALVE. 3. HOISTWAY BARRICADES AND ALL CUTTING AND PATCHING TO INSTALL HOISTWAY x<J 2" OIL LINE (.154" WALL) FROM ENTRANCES, SILLS, HALL FIXTURES, OIL AND ELECTRIC LINES. ¢ ¢ F N f-¢� 3'-0" CLR OPNG SHUTOFF VALVE TO JACK 4. PIT LIGHTS AND SWITCH,CONVENIENCE OUTLETS WITH GFCI PROTECTION PER NEC,PIT LADDER w 0 w x swwv 7'-0" MIN. HOT PER CAR (ACCORDING TO CODE). NOTE:MUST BE CLEAR OF ALL ELEVATOR EQUIPMENT. z �? d 5. DEDICATED IZO VOLT,15 AMP.SERVICE,ALONG WITH TELEPHONE CIRCUIT WHEN REQUIRED,TO w N w ¢oo� LIGHT, SWITCH AND CONV. I TERMINALS OF EACH REQUIRED CONTROLLER(AS LOCATED ON PLAN VIEW)FOR THE FOLLOWING: EL to o = v OUTLET BY GEN. CONTR. A MIN OF 3'-fi" (OR 4'-0" 1 1/2" F"-EDGE OF PLATFORM - CAR LIGHT AND ALARM CIRCUIT WITH GFCI PROTECTION PER NEC �i a I ¢ .1 (3 �' o¢n WHEN FACING EACH OTHER) I 1 - GROUP CONTROL WHEN REQUIRED iv r m r z m ¢FZ) REO'D IN FRONT OF ALL 1 13/16"-+y FACE OF RAIL NOTE:IF STANDBY POWER 15 SUPPLIED TO ELEVATOR,CAR LIGHT AND ALARM CIRCUIT AND ELECTRICAL PANELS. FORMED GUIDE RAIL GROUP CONTROL SERVICE MUST BE STANDBY POWER BACKED. w w 'J LL < - 5. POWER FEEDERS (COPPER WIRES, TYPE RH AND THW) TO TERMINALS OF EACH POWER W ILJ¢I- z 0 O� = INSTALLATION CONTROLLER SHALL BE SIZED FOR awF� FIN. FLR. oz w # 126 AMPS STARTING CURRENT WITH A MAX. ALLOWABLE VOLTAGE DROP OF 10%. FINISHED FLOOR l 1--32 63 AMPS FULL LOAD CURRENT WITH A MAX. ALLOWABLE VOLTAGE DROP OF 5%. A MEANS TO AUTOMATICALLY DISCONNECT THE 42 AMPS RATED CURRENT WITH A MAX. ALLOWABLE VOLTAGE DROP OF 5X. - - - MAIN LINE POWER SUPPLY TO THE ELEVATOR 15" INSERT 2 1/2" TO t RAIL PR OR TO THE APPLICATION OF WATER IN THE BRANCH CIRCUIT DISCONNECT SWITCH SHALL BE SIZED FOR: HEAT LOAD IN MACHINE ROOM DUE TO ELEV. EQUIPMENT - 772Z BTU/HR FURNISHED BY THE EMACHINE ROOM LECTRICAL CONTRACTOR.R HOISTWAY WILL BE 110 AMP NONTIME DELAY FUSE OR POWER REQUIREMENTS STATED SEE SILL BRACKET BELOWELEV90 AMP THERMAL CIRCUIT BREAKER OR SUPPORT FINISHED FLOOR. MACHINE ROOM PLAN THIS MEANS SHALL NDIT BE SELF RESETTING. 80 AhP DUaL ELEMENT TU£DELAY FUSE. IN NOTE 6 11/8/99 VERIFIED BY:SHORELINE G. C. C DETAIL BASED ON 220 V. 15 HP LOCATION: 10 FEET REMOTE IF BATTERY OPER. LOWERING IS PROVIDED, A MECHANICAL AUX. CONTACT SHALL BE INSTALLED ON THE DISC SW. FOR EA. CAR. THE AUX. CONTACT SHALL BE CONFIGURED AS 5PST AT to IIOVAC (MIN). THE AUX. CONTACT SHALL BE OPEN WHEN THE DISC SW. 1S IN THE OPEN POSITION. IF A SHUNT TRIP CIRCUIT BREAKER IS PROVIDED, AN AUX. CONTACT SHALL BE INSTALLED ON THE CIRCUIT BREAKER. MAXIMUM GEN. CONTRACTOR MUST FORWARD POWER REQUIREMENTS TO ELEC. CONTRACTOR. UNSUPPORTED RAIL BRACKET 7. AN ENCLOSED MACHINE AREA ( ACCORDING TO CODE ), WITH ADEQUATE LIGHT, HEAT, FLOOR-FLOOR TRAVEL SPACING -11'-10" AND VENTILATION ( MIN. 50"F, MAX. 100"F 1. LL - 1 10'-3" } NOTE: MUST PROVIDE ADEQUATE DOOR SIZE TO ALLOW INSTALLATION OF EQUIPMENT, NET TRAVEL 10'-3" ¢ OR LEAVE WALL OUT UNTIL EQUIPMENT 15 IN PLACE. TOP O.T. + 6" w 7'-4" CLEAR HOISTWAY 8. ENTRANCE WALL WITH LINTELS MUST BE PROVIDED AFTER ENTRANCE FRAMES ARE BOTTOM O.T. + 9 1/2" ¢ 3'-1 3/4" 4'-2 1/4" SET. 1. 9. POCKETS IN CORRIDOR WALL ( PER FIXTURE DRAWINGS ) FOR HALL FIXTURES. TOTAL TRAVEL 11'-6 1/2" m 6'-3 1/ 2" BETWEEN GUIDES NOTE: MUST BE LOCATED AS DIRECTED BY ELEVATOR CONTRACTOR w o 1 1/2" f JACK ) 1/2„ 10. SMOKE SENSORS I AS REQUIRED ). wWz 7 3/4" 6'-0 1/'2" PLATFORM 7 3/4" 11. CONDUIT AND WIRING FROM HOISTWAY TO ELEVATOR MONITORING PANELS ( FOR Cl JlrF 5'-8" MINI. CLEAR INSIDE SECURITY, LIFE, SAFETY, OR FIRE REQUIREMENTS I. wIF 12. PIPE SLEEVES, TRENCHING, AND BACK FILLING FOR OIL AND/OR CONDUIT LINES mu \ AS SHOWN OR LOCATED BY ELEVATOR CONTRACTOR. Ln 13. A 2'-0" SQUARE BLOCKOUT IN PIT FLOOR IS REQUIRED. THE JACK MUST THEN BE xiioow ro GROUTED IN FOR STABILITY. ato--F-i ¢¢x PIT LIGHT SW. BY G.C. UJ-C o z 4'-0" ABV. FINISHED FLOOR Y Z ( SEE NOTE 4 ) - z ¢ > CAR STATION: IMPULSE FIXTURES, PUSHBUTTONS MARKED LL.1 IL --�` z a ¢ ` a - N f- i DOOR OPEN AND CLOSE BUTTONS, EMERGENCY STOP SWITCH, PRIMARY FIRE SERVICE �- PIT LADDER--\ o o N a ALARM BUTTON, FAN/LIGHT SWITCH, EMERGENCY LIGHT, TELEPHONE LOCATED AT FLR: 1 r' `\ I`w' w w x S W/ALT AT FLR: LL w I L) ¢ o = � BOX, Pl, CAR INDEPENDENT SERVICE PIT STOP SW. w JUNCTION BOX J x v 1'-6" ABOVE ) I�3` 5 1/2" 5 1/Z" ? a N CAR RIDING LANTERN:SOFFIT ©s FIN. FLOOR ¢f ? O ¢ FLOORS POCKET ABOVE FINISHED FLOOR LL 1 v' Ir cr, a IL 3 HALL FIXTURES w BUFFERS l w �+ FRONT REAR WIDTH HEIGHT DEPTH FIN. FL i I CAR STA. y O a m o F, 15" INSERTS (TYP) rn /\ HS-B RE-DINS-OWN t L 2 7/8" / 1/8" THRU 44 /2" o ILa I LOCATE AS SHOWN i W I PIT LIGHT AND IN SECTION VIEW. OUTLET BY G.C. v F- _ 15" INSERT (TYP) ( SEE NOTE 4 ) LOC. 8" BELOW i Nu if Eld v FIN. FLR. ?-4k LB,S.(TYP.) SEE gOTE 8I HS 626 LBS.(TYP.) JJ4C14--J 4" _I V FACE OF RAIL F6 x CHA5'-0NNELS LONG,,,--// JACK HOLE NOTE: FRONT WALL MUST NOT BE 15/1fi^ 7'-2 1/8" RAIL"L SILL BRACKETS'T 1115/16 PIT CHANNELS Eli FROM PIT FLOOR BUILT UNTIL AFTER DOOR FRAMES 3'-5 3/4" 3'-0" CLEAR OPNG. 101/4 DATE SYM. REVISION BY iA 2' SO. BLOCKOUT m ARE ERECTED BY ELEVATOR CONTR. SEE NOTE 13. DESIGNED PER ASME A17.1 DO NOT SCALE THIS DRAWING v FOR: MATTITUCK LIBRARY ELEV + 1 HOISTWAY PLAN ADDRESS: 13900 MAIN ROAD CITY: MATTICK, NY 11952 SECTION VIEW IF FRONT WALL THICKNESS 1S LESS ARCHITECT: BEATTY HARVEY 8 ASSOCIATES NOT TO SCALE THAN 6", SILL SUPPORT BRACKET MUST GENERAL CONTRACTOR: SHORELINE GENERAL CONTRACTING BE MOUNTED IN CHASE IN FLOOR. (TYP) ELEVATOR CONTRACTOR: THYSSEN DOVER ELEVATOR FINISHED FLOOR SILL RAIL FINISHED FLOOR SILL RAIL WEST BABYLON, NY ROUGH FLOOR THIS DRAWING AND ALL INFORMATION THEREON IS THE PROPRIETARY PROPERTY OF DOVER ELEVATOR SYSTEMS. INC. AND MUST NOT BE MADE PUBLIC OR COPIED. THIS DRAWING IS LOANED SUBJECT TO RETURN ON DEMAND AND IS NOT TO BE USED DIRECTLY OR INDIRECTLY IN ANY MANNER I I o 1 _Z Z X DETRIMENTAL TO THE INTEREST OF DOVER ELEVATOR SYSTEMS, INC. RAIL FORCES NOTE A: OIL PIPE LINES AND FITTINGS SHALL BE PROPERLY SUPPORTED TO RELIEVE STRAIN. ��VAT®RS 00461- ull HOISTWAY WALL o . Z •8" MIN, F1 248 LBS. NOTE C: DOVER ELEVATOR SYSTEMS, INC. TO BE NOTIFIED OF ANY CHANGE TO ELEVATOR 8" MIN f I NOTE B: ALL REACTIONS INCLUDE ALLOWANCE FOR IMPACT. � in I�----►�-HOISTWAY WALL F1 DOVER ELEVATOR SYSTEMS- RECOMMENDED ALTERNATE HOISTWAY OR MACHINE ROOM DESIGN. F2 - 362 LBS. MATED CAWEIGHT SHOWN. DRAWN DATE BRANCH JOB NUMBER DRAWING N0. REV. SHEET NO. SILL SUPPORT DETAIL F2 NOTE D: LAYOUT DAPPROVAL AWILLFBERCONSTRUED SASP NAL C1AB WEIG TB UNLESS OTHERWISE NOTIFIED. VKS11/12/99 III I 111 EL OL0460 1 OF I d I1, Y - _ x i ml aflp,k', r R BEA, 0 e `� EVE AVEIVUE ARCHITECTS F=r SII y'� Ing'( WRITE (��{I(I�,,M SII�Ip��(I�,S'� Ind/ I({�,, II611° I BR ONCE �IIIMIU�II LSVll9 U °Vu, No D D o _ n m� 1152 fti Vl Uff WI, NY 10916 516 726 2013 Fax 5161$2016 ' i 121W 32nd SW NCr York NY 10001 212 563 W Fax 212 563 0611. i• STRUCTURAL ENGINEER AREA = 65,32591 sq. ft. 1 .500 ac. DIETRICH ENGINEERING,P.C. �?;., NQR�h c 344 TEL 516.4275540 L NOA STATION N.Y. 11786 FAX. 516.4274573 iJ .. M.E.P. ENGINEER N , " I . . ° 'p , , , ° • ASpYO PAWING. ' ' - p , °• ' ' . , DIETRICH ENGINEERING,P.C. v p, 344 LENOX ROAD TEL. 516.427.5540 lB.S ° • 47.2 �\ 'O ° HUNTINGTON STATION, N.Y.11746 FAX. 516.427.4573 0 Am Fl O �g w00D5 p °RrvSH � � LANDSCAPE ARCHITECT wwATEn uwc� W �rl w i 47 \ woos 4 �u g WALTER K. PULVER 134 NORTHFIELD ROAD TEL. 516.232.2025 t�w OUR LAD N/0//, HAUPPAUCE, N.Y. 11788 FAX2 516.232.2037 Y OF OOOD COUNS .,s E/ CHURCy \0 +7 m � A�x BEE UTILITY BITE PLAN X5.1 r �( ml Ne fp1g110NER A / @$ lJ 9G3 �WVE �. �1 �Z9 ' conn RAMP o A t • t;"fi,", II 4 BLOCK WALK p5 67.1' D O d 6 /REMOVE . 0 wINOGw o REMOVE Wu BEE UTILITY SITE PLAN z' A2 � n Y 1 STORY PPAME,t BRICK BUILDING R x^ I x41 N \ I ! EyaCP RE / , Yyk 1.0' WINDOW �,II 0021' REMOVE weu o� C4 BEE urlurr SITE PLAN etIx EXISTING TREESS TO REMAIN )) AS DETERMINED 5Y505 xAd..) "ma°xc.°' {6,) LANDSCAPE ARCHITECT YI - 10, ao Pru. ` si o' a ," m+rtu r-7� � �•' �A°[IP00fi `+ xts.3 OWfLi1.T - 4111 o �� eM ^1 I `\^ ^ \s, q """",,��s A: ° �crs«u�nvE�W>fi •6• x�3.Z / \ -:y N VV�' Yr /O _ / ' a s ° Eubs VE ALT �1 8� E3ABF..LO 1 AS REWIRED TO• w�W' v . , p .I'"IEET 1'�W CaR�1=8. O /\ \ V + s. "� C �. � CLE MATERIAL.• ° I / ADDITIONS & ° C �, ALTERATIONS TO ,. ,,' ' v , . •v ' .� +v 16.Q � �' _ . z ° °a��blx p p, Asac •—° ° COVE „ 'x a•• v ••o I lest areusn / �� Vj�� SII II7IIIJII II�III�I I'np_��y��(\/ w w ° , vy � A� -�)„ OVE / P °• v w ° I u \S UVI UM�� IJ UCK ,y9 i �1J5'gg� U' E r7 ,° '�• . v • �° v •. v " .° •. •E °• . � 1 I r 4s.r � DLLEL� EXISTING WOODS TO REMAIN e �� ' :� °'T""EA0 wmEs� cnyw wuf ♦ p GRUI x AS REQUIRED I >� Au ASP T PA VFIAEM p CLEAR B 110D STRIP � v °• , , •. , i/ v I x 445 s EA yy \ y �5 °�mrene� . � \ FFr+cE ,i aw � �� • ° �l � / _ � 7� _ixrvc=c�ry urvx Fc�c STORY CONCRETE BL 46 rc"cc r° d I I �� _° • .`';j�'' Ir OCK x ` I \ 3 REVISIONS: FRAME NO. DATE DESCRIPTION unK M/Ty ,E. CfjRISTINCi cam" Rucc y F42 08. \ - r Do 1 /%v ,� ,• N g DARID y, Rd'EV 473-26' •7 �__� ' - d" �,v, e :I x a M 1 1 PROJECT NO.: 9182.00 FILE: SCALE: DATE: 4-19-99 DRAWN IBY: BP ICHECKED BY: WI(P `. w � DEMOLITION v N Q SITE PLAN c c a y • Al i. _,, i 0) •II' V'x.1 Ll 01 O � A44 CL r l�• 3 H 5 it tt Rl` o F E DIp C B A r'7a D ', L . nn HAI R BEY ��Lp1� 'a -SITE ��W9 II IIWII Il�t511 ��O��W�� R LEGEND a y1ATI�N EXIT. EXISTINGS I rr\ ARCHITECTS PROPPROPOSED AVENUE EL. ELEVATION CONIC CONCRETE M. 7OWTONCE nn1CMECT8 P.C. 31; i Y TYP. TYPICAL TC TOF OF CURB BC BOTTOM OF CURB _ o DIA. DIAMETER 1152 Ibofaukq# kff k% Rf 10916 516126 2013 Fax S16 716 2016 e` 12 Wel 32nd Shit Kew YA W 10001 212 563 0%5 Fax 212 563 0617 E.P. LEACHING Pool ED. EFFECTIVE DEPTH EXIST. CONTOUR - — — - 45' — — - � PROP CONTOUR 45 EXIST SPOT GRADE ss.o _- t 3 PROP SPOT GRADE 45.0 KEY MAF" " FLOW ARROW PROP. LEACHING POOL WITH I / I� • / NOT TO SCALE Nm FRAME AND GRATE OR SOLID COVER _/ _�� 51TE DATA a �- �^ SUFFOLK COUNTY TAX NO, 1000-16•I-II-02 PROP. LEACHING POOL WITH CURB INLET / I STRUCTURAL ENGINEER e I ® ZONING: (FRONT HALF) RO- RESIDENTIAL-OFFICE AREA 1= 65,325.91 sq. it. (REAR HALF)RECIDEN0F 1 C. - LOW DESITY DIE344 RICHLEND ENGINEERING,P.C. ' -� TOTAL AREA: 65325.91 5F. • 1506' AC. , 1 .500 as CONK CURB 344 INGTO ROAD TEL 51fi427.5540 ROOF DRAIN RD4 FIRST FLOOR AREA: 5F. SF. • IJ3ti OF SITE F/ PAVED AREA: 21,040 APED ARE 10f7953SF�= 165% GF SITE HUNTINGTON STATION N Y 11746 FAX 516.427.4573 3 = MH 250 WATT PATH LIGHT ON Id' POLE UNDISTURBED AREA: 24825.91 5F. : 3S% OF SITE M E.P. ENGINEER ; 0 SEATING AREA: 4,966 SF. - 150 - 33 o� ^•' � MH 100 WATT LIGHT ON 20' POLE STACK AREA: 3862 DIETRICH ENGINEERING,P.C. ^V n TOTAL PAWING REQUIRED: 33 344 LENOX ROAD TEL. 516.427 5540 TOTAL PARKING PROVIDED: 34 HUNTINGTON STATION, N.Y.11746 nsveAL. flexxiDs FAX. 516.427.4573 " 1 HANDICAP PARKING REQUIRED: N a HANDICAP PARKING PROVIDED ! LANDSCAPE ARCHITECT 0 0 OWNER. MATTINGK LAUREL LIBR/'RY BOARD OF TRUSTEES E WOOD 9 W BflVSN WALTER K. PULVER - - lo WOODS MD'uSH HAUPPAAUGE,134 N.Y R0788 FAX. 5162322037 D TEL. 516 2322025 wnr[n UK, of OUR LAD N/O/F o 8 a • )' OF GOOD COUNSEL CHURCH 15• 15' TRANSFORMER PAD . r 1 I / SEE DNO,W-01 CONC. PAD FOR A/C LONG.PLATFORM c0 lr'1J--IOWSEE DIW NO.SPI-01 EXP. JOINT •1 AND FILL T2 k STOCKADE PENCE — ON 804. 40 STEEL P057 CONO nnMr STOCKADE DBL GATE APPROX LOGATICN GF CHANGE GF ZONE V 70 BE VERIFIED BY TOWN OF 5CUTNOLD /� C a wz°I,x PLATFORM EXIST. RDI EXIS 1 RD 2 R03 12' X IT GONG. PAD® a I "�_-•,FOR DU MPSTER 3794' M EXISTINCx L.IBRARI PROPOSED ADDITION B a CONCRETE FOOTING O V D 3 3500 PSI CONIC. .`'c@F• �� K' p '9^;- ..-r Z L 5. 2 O' j?t� °a I,°a COMPACTED I=KSTING SLBGRDEDID y� RDl I R05 II 6.0' PAINTED LINES ��f • — - --- / !/ -_ 18*0 4ry�r,J�, g D g O �(', 6 T�U.S4 RECEPTIGAI- -,A 12.01 I w� R•5' —�/ I j N ORO FOFNEW F� CURB A SIDEWALK H . SIGN I `t - v[x* W 12.0' 20,pyi BENCH W to MEET ia EXIST. snLw $ [ c • I ori LP 9Q M pp"" _ � � CONIC'" m R•5' J i ONOT TO SCALE ADDITIONS o -� � � WuNE - IKERAac© 2Bb' Ra11,® i SLP ; • ALTERATIONS TO TRAWSITICN CURB i R•501' R•50: l7?g1 C j'N- 2•-6• -: B PLASH COLLA;! .. n R•50' L•i65' � L•205' I � D NMI CURBQ BIT.PAY'TQ Z �'?5' R•l0' /LP. 9O0Loco R•10' EXISTING WOODS TO REMAIN WATERPROOF CE LAUREL�(1 n�� l I IILII'7 U cur L•115' "'y,+p' PAINTED LINES CONC. PAD T�f` I I/2' EXP. JT Nww[ R,�� FOR BOOK DROP Z75' : 30'DIA OJr. , E R•50. I e --CONIC. PAVEN•E!M' w I�1 VJ '• q�W�� C 'N 1lNN / [ 1E pa. MARE IflRECV WOOD WEDGE DD D D 6 Y 46 0 L.1505 g � [F � WMES I � �_-= C,41N LINk FENCE SCREENED DRY - v y cI835' pI:w ct I Q iv 8. 3500 PSI CO q�!ETE i � LTE es �� GA. GALV. CORRUGATEDS f� SLEEVE STEEL CENTBI'INI:i WEDGES 9 r'' n I @ AENCE r Ow I ° ^�' 3 TXI7 3A6' STEEL PLA TE A;� STORY CONCRETE BLOCK FRAME � REVISIONS: D0" MON. SFPORTPLATE N0, DATE DESCRIPTION LDING _ NING Q $PNCE ITP LEX'IEJD IT BELOW DENNIS N//O 7 ONVNLINk rn 2'-0' 1 6/7/99 AS PER TOWN C. SMITH & C F TNS mlcE - FOOTING COMMENTS KRISTIN 'V S, I+z.os CO E M! I N/°/F DAVID ®FLAG POLE FOOTING C2F HIGf-t� L .t REEVE 473.26' NOT TO SCALE li b HEAVY DUTY TRAFFIC BEARING -- FIN. GRADE CURB INLET _ ' - H/7 RADIUS I 1/7 ASPHALT TOP COURSE NON-SHRNJK GROUT MIN. 6' REVEAL AT CURB I/7 EXP. JOINT 2 I/7 BINDER COLIRSE b' REVEAL \\ NOTE ALL PIPE SHALL TOP OF CURB STABILIZED COMPIACTED SOIL 2 3/B m HAVE 2' MIN. OF COVER XP J PVT ITG FOR MAXADJUSTMENT. 4' MIN. E FILLER ,. ° - on —�III oII II OII II II II I 8' PRECAST REINFORCEDRCED C (N-20 LOAD ;i;LAB.CONCRETEPAVEMENT OR CONIC. PAV'T oGRASSED AREA ANCHOR �., B MANUFACTIRERIED HEAVY DUTY TRAFFIC BEA12ING C.I. FRAME - 4.;, 1= �-" COMPACTED "� E SOLID COVER.• OR SLOTTED GRATE ®® om 4' K PRECAST SOLID COMPACTED StJBGRADE iT w� SUBC-TRADE 3500 P.S.I. CONCRETe 3 NBOITuMT TO sNOUS PAVEMENT I _.— CALEIT so, OR 12OWD REIN;. CONIC. DOME I. FIN. GRADE INVERT AS REIN;, CONIC RING t °for 5 BIKE RACK PER PLAN Q J ALLOW MIN. 4' FOR i4'i O TO SCALE NOTE!- ALL PIPE SHALL a DIAMETER AS PER PLANS MIN. HA A MIN. OF 2' COVER ADJUSTING CASTING tiyN, ux /1 1 CURB DETAIL A vrw vaD GRoovEs. r O.C. � ® ® Mf NOT TO SCALE SAND AND GRAVE3- O ® ® ® COLLAR. PROJECT NO.: 9182.00 FILE: NOTE, o SCALE: 1 "=20 DATE: 4-19-99 r' b L MAXIMUM GRADIENTS SHALL BE 1,12 2 Q 0 pp oL � DRAWN BY: BP CHECKED BY: Wi(P � g 15 REINF. PRECAST RNVGS p N O ® m tt, 5CONCRETE (4000 PSI) BROOM FINISH 77 DIAMETER AS PER PLAN O Ln I'XI/7 CONTROL JT, SPACED 4 FT. PRECAST REW=ORCED CONCRETE m Q //\ 4' 11 12' LEACHING RINGS _ A� GLRB 2• MN. ®®®® C"® ® � � ® ®® ,� — ALIGNMENT PLAN 6' X 6' sl0 X 10 WWF 2 ��,' s WELL COMPACTED POROUS SUBGRADE PLAN VIEW FLARED RAMP 6' MM PENETRATION INTO AND xu * ® ® ® ® ® ® ®® /�• VIRGIN STRA fA OF SAND m � , NMS 951) 4 a� -6 DETAILS //��, u'x o E GRAVEL-B'>,C:I�ILL WITH _ 1/2' EXP. JT. 20' O.C. FULL WIDTH OF RAIvP OPBJING PAVEMENT SAND E GRAVEL SI TE . . SERFAGE >//�r '(+j".,5;?'. i ' ARB 12AIVP 4•-0• MIN VARIES I ry • r 6'-= CONSTRUCTION VARIES ` yh •� IT JOINT (TYP) 2'-O' MNV. TO 1 �� Dd D p Dd NO QEVEAL 1/2' EXP. J GROUND WATER `m CONIC. FOOTING 2' MIN, TO GROUND WATER. 4000 PSI r GROUNO WATER. m M krr4{ r CURB SECTION SRATA BACKFILL MATERIAL A-A SFr TION 5-5 VIRGINT a' -- rl �i OF SAND AND GRAVEL TO BE SAND AND GRAVEL m 17 ° 2 REINFORGED ( 4)RAMP DETAIL FOR THE HANDICAPPED L l; l GON'GRETE PAVEMENT NOT To scALE STOi2M WATER LEACHING POOL OLEAGHING POLl - 02 OL W/CURB INLET o NOT TO $GALE' 6 NOT TO SCALE NOT TO SCALE C 9 A {� ' I � +•» ' _ F E D rxtlr JyJA J O� Ek o EW u u u 9 HARVEY o aSS0( AYES ARCHITECTS hY f AVENUE �N �I oORYONCE ARC u Eli u 9 P.C. 3 ___ pRAINAGE CALCULATIONS 1151 klorMuk ROM W0, NY 10976 516 716 2013 Fo 516 T!6 2016 NY 10001 212 563 0565 fax 111 5 NEW Y 32nd $ o, 11 Wr -�� BASED ON 2" RAINFALL - 100. RUN OFF ROOFS AND PAVED AREAS ;0— Mk, 631161) e— AND IG = RUN OFF LANDSCAPED AREAS. N U51NG 12• DIA. BASINS a I0088 CF PER I' VERTICAL FOOT a0 , AREA "A' PAVEMENT: 4,246 5F. x .11 - 12132 CF. ROOF (RD -1 625 SF x .11 : 10615 CF LANDSCAPED AREA 4,909 x 10, x All - 53.45 Cr. 91152 OF . 100,88 = 904 ED. = USE 1 10' ED R b- AREA Jam" �^ PAVEMENT: III Sr. x 11 : 2,85328 CF. STRUCTURAL ENGINEER Y LANDSCAPED AREA: 5886 x 10% x .11 = 100.06 CF. L ,i ur 2,953,34 CF + 10038 = 2928 ED - USE 1 O 12' E.D. DIETRICH ENGINEERING,P.C. _ ROOF DRAIN AND 2 6 10' ED 344 LENOX ROAD TEL 516,427.5540 HUNTINGTON STATION NY 11746 FAX. 516 427.4573 EXIST. RDI 802 SF. AREA = 65,325.91 sq. ft.< EX18T RD2 1,000 5F'NI:" HQgT 1.500 ac. RD3: 1,500 SF M.E.P ENGINEER 1111 112 SF. RD5: 616 5F DIETRICH ENGINEERING,P.C. 1 o RD6. 155 SF. I 344 LENO% ROAD TEL 516.427 5540 ^ $ ; TOTAL: 4,905 5F. x 11 = 83335 CF , 10038 = 816 ED. = USE 1 0 10' ED HUNTINGTON STATION, N Y.11746 FAX. 516.427.4573 `I hm I I AsV T PI 2L1 LANDSCAPE ARCHITECT m / 1 WALTER K. PULVER y •5 \ 134 NORTHFIELD ROAD TEL. 516 232 2025 t wuoos A BRI \ � HAUPPAUGE, N,Y, 11788 FAX 516.232 2037 O W WATER IlN!� w u� .EI.Z \ Wo" BRUSN Ci 5* W ALP -. coo OURN/O/,� it n DADY OF COOD COONSND CHURC,q R PADS SEES DEUS SPI-01FOR AG, 45.2 15.1 ry x b'ICGP _ �a �4 NVw 1 x Au mw RAWP EXIST. RDI EXIS 1 111 RD3 \ A A +483 AuI ( % 12' DIA LP. C, \ \ ' Q UpNDSL'Flp 010' ED. � ^ I EXISTING LIBRARY 1 PROPOSED ADDITION Pt 483 !ruesi IN.FL. 4ee FV4 + B•CCP41% pry V iRANBITION FLUSH TO \ 8"CCP 0 +I ��J • / RDI RD5 $` `9v gL I 1� 505. 10, Q�l No 561 x, � . CURB 4 WALK SADDLE r�: --J SADDLE \ +483 .'v Q Q nBn x� '� KO�'�^0 \ S. jQ' /�Tf OF NEW��e� . '�-, • MEET EXIST. o \ — J T GRADE AREA OF SANITARY ,R x15) � �, I ' I � 449 - -- - ADDITIONS ^) T 4B5 TC 480 PTS -M b / DIgLI n"cPP .— -1�`�p'DIa \ ALTERATIONS TO p 48ID BC 415 / G E "CCP I% — • b'pD,'P. I. i! a L"EDLP. + \ \ IN �OnIIyy��((77 IBC'4120 \ x O \ uVuAMUCK R'I I � � , a� b� Z � �W ry° / � �* "w� ^ IA�LpP. ^ 411 � � �� • ARCA II A II �. 1 I 3 LAUREL " 1 443 O'ERNEAp MRES Y 0 'N " PE , / .In x A5 6 / / K Y u j0 �• x ZG 1 5 WHARY 1](1 INRECN I CNR�R� DyERI,� FENCE / / ' I J l � -� �lU(" II / � � ` q -_� UR CIUIN IINx FEHCF - AI C 5•} } d / \ i / \ REVISIONS / 1 STORY CONCRETE g100K 4 NO. DATE DESCRIPTION & FRAME BUILDING NNn J / 4 DA'NNlS C SMlTN & CHRlSTlNE Af •" I cNAIN SMITH / I.z oe• I� A „N `� �^ I z CC) A' /F DAV/D � REBVg 473.26' i1 I n PROJECT NO.: 9182.00 FILE: SCALE: 1"=20 DATE: 4-19-99 DRAWN BY: BP CHECKED BY: WKP s N Q GRADING AND i_F m m Q DRAINAGE PLAN T v n T 0 T 7 . ' t0 [ m , S C) Ll 03 a O O o _ U H G F E 1 D I C R A " iI, I ' - - r ( ' i . . it .. .ur .. .. r •r i .:" u i Nr/ MM By . r .. , i . . r a r'. r .. : ., :.e :. .r. f YIY • 1^ • .. �:: . Irl :.' i ,: rr , i r �. r ' r .` r f • . . .r- ; a . . .r i. i r. : I r r' X11 n , A C' ..a„ . . ' i ,' n. V C;.;.. i p. i. r aN •l ,'. ., i .: : ie ... .. .�' r i v . r i r .. i i I - . . i i f'"' ' r ! r i I cc Combustible Attic Non — Combustible Attic r N hFNTILAONG CUPOLA i Q IN) See Sheet 2 of 3 o � NEW SELF SEALING Z C NEW SELF SEALING ASPHALT ROOF' SHINGLES Li ASPHALT ROOF SHINGLES .� 0 b t i d p 0 0) Go J M _ ASSPPHALLTT ROOF SHINGLES wur.rwrr. NEW 2 PLY TORCH DOWN OVER A __. NEW ALTSELROOSEAF SH � (() N ASPHALT POOF SHINGLES i PO VENTING BASE SHEET ON 1' MIN. RIGID d ^ INSULATION. M to LI�RA�YCK LAUREL H —� U] d Section Thru Building U wryLq ROOF CONSTRUCTION - 101FA11 MF SWO AWHALT HOOF Y sow gy�pp// U Z V) MW PAFRAR STYE STM)C eN.Run O 0 0 Ld D LL PIPING POR BRANCH UNRS PIPING FOR MAINS 1' to 2"I 2/ to B" ROOF 0011MUC110N 1� Bch. /40 I�soh. SAO _ 3 PLY TORCH DOWN MODIFIED - ❑ Sch. 010 ❑Sch. #10 BIIUMINVOUS ROOFING QVM TAPERED - - INSULATION, ON 1 1/2' OALVANIYEU Acr. CHILDRENS IBS RARY METAL DECKING. = ❑ B.Lt./ d CI Dyna / Xt. . " 81HaSTRUOWRAL METAL JDISTS o Reeve Avenue DyNa—trd Dyna-Flu . LOBBY rt p W.L.S. a ter 3 bync—Flo []BloseMdeterUY�a a Bla" Act ALL FI"NGS TO BE UL/FLA APPROVED CHILDRENS PROGRAMS ROOM CONFERENCE ROOM Fire Alarm system Not Part I 400 Of This Contract. 0 Upon Completi n Of Work A Contractors Material A d Test Certificate For -1 Abovegroun & Underground Piping - — - - All Requlr I Will Be Completed And Submitted to - - - - - --� - - - - - - - 0 er & A.H.J.. - - — - � signs To Be Installed " i ( Building To Be Heated LL' Z I I New R.P.I. By Others U I New 6" fire Line B Others H ' 4_j � FLOW TEST -I-' O C I STATIC: 71 .0 PSI p o I RESIDUAL: 44.0 PSI o FLOW: 2180.0 GPM o PITOT: NA I DATE: 01-07-97 ® 11 : 50 LOCATION: SITE I NEW U I TESTED BY: S.C.W.A. i �EPF a oYORH beHuwm v a� sF 0. I r WW A' tam FOR 0. 3583•' 6�G` O%FESS10Np� MATT-1 I 01� i (vrtr H.Plood I � IlrrrIrIrI"��"��v EOf S.C.T.M.#1000-114-11-02 I f DATE JCWI pp F ' II �� FEB - 92000 ' r ' {{ li . I LEGEND APPROVAL STAMP(S) SYMBOL DESCRIPTION MODEL CITY SL SLSL SL SL 14, Strobe Gla. 2 FOR THIS FIRE ALARM CONTRUENCE OF OL PANEL H H H H H H H OS Photoelectric Area Smoke Detector EST 62706 5e FRONT ENTRANCIE _ The activation of any MANUAL PULL STATION, AREA SMOKE DETECTOR, 2 No. 14, Horn Ckt. 2 REMOTE ANNUNCIATOR S S S S S S S S S S S ZONE 2 DUCT SMOKE DETECTOR or MALL ALARM shalt cause the fallowing to occur: - 2 No 18 1. Light an individual alarm light as well as an audible signal at the fire alarm O 135" Rate-of-Rise/Fixed Temp. Heat EST 2818 00 13 No. 16 TWISTED-SIHIELDED C C C C C C C C C [� C - control panel respective only to that zone ZONE 1 eO05TER POWER SUPPLY 2. Activate all alarm horns to ring a temporal code until the SIGNAL Weather Proof Heat Detector CHEMTRONICS WPB/MPB 503 00 " - - - 2 No 18 - _ SILENCE SWITCH has been actived. - -_-_ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII _ - F.A.C.?. - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - $ $ $ $ S . ZONE 3 - 3. Activate all alarm strobes until the system has been rest. EST 6260A-100 (HOUSING) - 3 PR. No 16 - QS Duct Smoke Detector 04 2 NO 18 - 0 4. Shut down all air handling units via a N/C contact at the FACP O EST 6266 (PHOTO. HEAD) 120 VAC \ �\ � NOTE: Upon system reset the fans shall remain OFF. AFTER system IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII \ \, reset the act of pushing the Fan Reset" button LOCATED ADJACENT IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII \ \ F ZONE s ERE s"HIIIIIIIIII 2 No 18 TO THE F.A.C.P. shall start the fans. ❑F Manual Pull Station Non Coded EST 2766-1110 04 FAN 5. Light an LED at the Remote Annunciator. SH FAN RELAYS \�\,� F ZONE e . 6. Transmit all alarms and troubles to the base building fire alarm system. _ 2 No. u 2 NO 18 H Temporal Horn/Strobe 15/75cd EST 757-7A-T 12 NOTES; SL 15/75 Candela Strobe Unit EST 405-7A-T 08 ALL WIRING TO BE INSTALLED ACCORDING TO THE LATEST REVISION OF THE NATIONAL ELECTRICAL CODE ARTICLE 760 OF THE N.F.PA STANDARDS. ALL CONDUCTORS MUST BE TEST FREE OF ALL OPENS, SHORTS � i Remote L.E.D. EST 5956A 04 3 No. 12, 120Yac. EMERGENCY FEED AND GROUNDS 10, ALL CONTROL EQUIPMENT GROUNDING CONDUCTORS TO BE 10 1 No. 10 Cold Water Ground A.W.G. SINGLE CONDUCTOR UNLESS OTHERWISE NOTED. 6 No. 16 TO CENTRAL STATIONFIRST FL. IMPORTANT NOTICES: End Of Lime Resistor N/A PRIOR TO PLACEMENTCEILING MOUNTED AND/ DUCT LOWER FL. MOUNTED SMOKE OR THEE MOUNTING DETECTORS, REVIEW MOUNTING ' INSTRUCTIONS AND PRECAUTIONS. CONTACT N.Y. FIRE DETECTION ZONE 4 SERVICE REPRESENTATIVES AT 718-347-7900 FOR INSTALLATION FS Water Flow Switch, (F.B.O.) N/A REVIEW TO AVOID NUISANCE OR FALSE ALARMS. • ANY DEVIATION FROM WIRE ROUTING SHOWN ON THESE DRAWINGS 2 No. 14, Strobe Ckt. 1 - S S S S S S S S S S MUST BE COORDINATED WITH N.Y. FIRE DETECTION, AS THOSE SL SL SL 2 No 18 FIELD CHANGES MAY CAUSE CHANGES IN CONDUCTOR REQUIREMENTS TS Water Tamper Switch, (F.B.O.) N/A - H H H H H F ZONE 7 2 No. 14, Ham Ckt. t '" 2 No 18 rAC.R Fire Alarm Control Panel EST LSS4/12 01 F ZONE a 2 No 18 NwzuTal Fire Alarm Remote Annunciator EST LSRA 01 AC-1 S fir• ZONE 9 2 No 18 ° i 2 AC-2 S �VVV_ZONE 10 2 No 18 D i SMOKE DETECTOR Ac-3 DUCT DETECTOR MANUAL PULL STATION -VA-ZONE 11 + - + 2 No 18 ° + + TO NEXT DEVICE + + TO NEXT DEVICE + O OR 3.9K E.O.L.R. /\ M ZONE 12 O OR 3.9K E.O.L.R. a 3.9K EOLR 2 No 18 lyUlJ)� i + + - M-+ - TO NEXT DEVICE - - BK O TO NEXT DEVICE - OR 3.9K E.O.L.R. 2 No 12 FS -0- _ OR 3.9K E.O.L.R. - -- AC-2 TO F.A.C.P. L.E.D. 2 No 12 FS HORN 2 No 12 FS CKT. 2 sr - 1 ST - i11 ST - 1 M-4 15K ST + 2 Sr + 2 sr + 2 TO F.A.C.P. EOLR TO F.A.C.P. H - 3 H - 3 X - ] 2 NO 12 FS H + 4 H + 4 X + 4 7 e (RELAY ENERGIZED IN NON- ALARM SPATE) 2 N4. 14 .. TO FIN STARTER CONNECTION! FOR SHUTDORIN WN OF X-2 Horn /Strobe Unit TO FAN STARTER CONNECTION MMITR SHUTDOWN OF AC-2 HORN TO FAN STARTER! CONNECTION FOR SXUIW■N OF AC-] CKT. I ST - 1 ST - 1fl 1 TO FAN STARTER CONNECTION FOR SHUTDOWN OF AC-4 15 K sr + : Sr + z z EOLR - - I I N ] H 3 3 Strobe Vnit H + M + 4 4 OB� OBO OOH 5 S p 5 S NO N1 E C�NO NCC N0 LAC NO FROM PREVIOUS i� • 81 a a MR201 RELAY 24 2N R201 RELAY S 0 i,D STROBE (-) OR B� Nor 7 FROM F.A.C.P. +. 2 N> 14 ns veru TO NEXT F a , 3 2 1 STROBE - sT - 1 ST - 1 ST - 1 OR 15K EOLR FROM PREVIOUS FROM PREVIOUSST HORN (+) OR STROBE (-) OR STROBE + 2 + 2 + z FROM F.AC.P. FROM F.A.C.P. +. TO NEXT CKT. 2 X - 7 H - 3 x - 7 F . A 2 No. 14 STROBE + TO NEXT TO NEXT $ OR 15K EOLR 15K H + 4 H + 4 X + 4 C . P . EOLR ORREOLR OR EOLROBE (-) O 7D FROM PREVIOUS c 5 8§ a Six 5 TROUBLE TO CENTRAL STATION FROM PREVIOUS FROM PREVIOUS STROBE (+) OR z zuu"'1 z FROM F.A.C.P. - ' e e a ALARM TO CENTRAL STATION ' HORN (-) OR STROBE (+) OR 2 No. 14 FROM F.A.C.P. +. FROM F.A.C.P. (-). TO NEXT TO NEXT HORN - STROBE (+) _ OR EOLR OR EOLR 1 1 1 120VAC STROBE +F4H 2 ST + 2 CKT. 1 H - GROUND 3 N - 3 15K EOLR N + 4 H + 4te ° oe CON CON P1RN TRBL NTN SUP 21 2za z- 6 ZONE 4 2 No. 14 0 C81 ZONE 2 0 NORMAL O our 1 IN 0 ALARM 0 our 2 ZONE 1 24" + STROBE BOOSTER PANEL �ES � ® o �7 � a ❑SSIiLLEENCE O Confidential New York Fire Detection Information ZONE 1 ❑TTROUBL EJ © 2000 New York Fire Detection, Inc. PORT WASHINGTON, N.Y. 11050 a a C) ❑DRIt1/TEsr ❑0 oI10 EVISIONS ZONE-2 � + o - - - - O No. 1: ZONE 3 + - + + No. 2: w m, No. 3: ZONE 4 + R01 R I R02 R +Zl-+Z2-+Z3-+Z4- I No. 4: I� Zone 5 � Tell 00 � Zone 6 - �� 0 0 O �.. � + .0 4!K E.ar. Zone. 7 T.M. + EDWAROS SYSTEMS TECHNOLOGY Zone e _ NEW YORK FIRE DETECTION 15K E.O.L.R., 1230 PORT WASHINGTON BLVD. G PORT WASHINGTON, N.Y. 11050 Zone 9 ❑0 ❑O (516) 883-3900 a 13 Pa M11111111AO ❑OO ❑oCCOMMANDER ELECTRIC INC. zone 10 N a eATTER _ 500 JOHNSON AVENUE O Oe ��: Zone 11 � TM + - .,n, 120VAC o I o" BOHEMIA, N.Y. 1171 6 GROUND 8ZEXP 1 -516-563-3223: „ [10P/N 240337TF�wZone 12 o❑ Contact: MR. HAUGLAN 13 D O C,) O on OZC°Z°+ZA - +ZB - +ZC - +ZD - OOZE° 020°n1+ZE- +ZF - +ZO - +ZH - I _ Mattituck Library REMOTE BATTERY AREA NO CONDUIT o � ANNUNCIATOR ZONE 12 ZONE 11 ZONE 10 1 No. 15 Each ZONE 9 MATTITUCK, NEW YORK ZONE 8 ZONE ZONE 6 ZONES Scale: Drawing No.: Sheet BATTERY SPACE N/A 00028E RISER-WIRING DIAGRAMS O Date: 2-17-00 Drawn By: R.Z. Of 02 Sales Rep.: MARTIN BROPHY - ----- -- - ---- -- -. : _...-:v, _ . _ , , . .---- -- - - -. - �: - III r _ Beatty,BH Harvey BL.A and Associates , architects DOM" Illy 127 East Main St. Riverhead, NY 11901 516 208 9655 Fax 516 208 9656 m: Z i!31'B'ir 12 West 32 St. New York, N . Y. , 10001 212 563 0565 FAX 212 563 0617 "L '� Fil}LLO1Wtlf I - t FO4'ttA' RDP P• 2ROU /11.PLUM. ., \STE &WATER I 'r , , MEED 4 F1 r , - _ TESTING BErjiiE COVERING CC A CC CONSTRUCTION MANAGER: _ - — -__ a T F a' -+ THt _ IsIATL ,ON & ENERUV -- - - - -- — �SPONSIBE FOR PIKE COMPANY ® == = _ - - Mk:hdi,. ,WftMUGTIGN. ROBS 455 BOXWOOD ROAD - ROSEMONT, PA. 19010 — =- PHONE: 610.527.1322 MATTITUCK LAUREL 1� ® ® '_ LIBRARY _ If copper tubing is used for Water distributing E s_ - - siem; Piping shall be _ _ _ _ _ _ of types K or L only _ UND RWRITERS CERTIFICATE STRUCTURAL CONSULTANTS: REQUIRED DIETRICH ENGINEERING , P . C . I 344 LENOX ROAD y ,,�� UPANCY OR HUNTINGTON STATION, NEW YORK11746 r1^ PEE:_. ' eve �— � !4 ISpU_NLA(yV11Fi ^I. 11A 765-1302NOiDING T04 AMTn^. c i1E �'elldlol✓U � CEfV1 �T 1�, PHONE: 516.427.5540 VV FOLLOWING INSPECTIONS Of OCCUPANCY 1 FOINDATiON TN• ' RLU i --D FO ' POI IRED CONC a F 2 9r1 IGH -RAMING & P�JMeuaG 3 m c IL4TION UNDERWRITERS CERTIFICATE 4. FI11AL - CONSTRUCTION MUST REQUIRED BE -OMPLETE FOR C O MECHANICAL/ELECTRICAL/PLUMBING CONSULTANTS: ALL IGNSTRETHE I:EQUIREMENT SHALL MEET ENTS OF THE NY. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR DIETRICH ENGINEERING P . C . DESIGN OR CONSTRUCTION ERRotu 344 LENOX ROAD — GT STATION, NEW YORK11746 PHONE: 51616.427. 5540 1 MATTITUCK LAUREL L I BRARY PHONE: LANDSCAPE ARCHITECT: ADDITIONS AND ALTERATIONS WALTER K . PULVER M ATTI TSU CK , NEW YORK HA PAUGE,IE E ROAD BHA PROJECT N 0 . 9182 . 00 HAUPPAUGE, NEW YORK 11788 'I I PHONE: 516. 232.2025 ISSUED E O R REVIEW: 6 - 2 - 99 ISSUED FOR BID : XXXXXX SYMBOLS ' ' LIST OF DRAWINGS - COIJCRE;E INFORMATION BUILDING CROSS/ TITLE SHEET CODE ANALYSIS LONGITUDINAL SECTION NUMBER r CIVIL A P P L I C A B L E C O D E S REQUIRED PROVIDED BRICK SP-01 SITE LIGHTING 1. OFFICIAL COMPILATION CODES, RULES & REGULATIONS OF THE STATE OF NEW YORK 1 WALL SECTION NUMBER EXISTING NEW 1-0 SHEET NUMBER , CONCRETE MASONRY UNIT LANDSCAPE FIRE PROTECTION GROSS AREA OF BUILDING: SUPPORTING 1 FLOOR OR 1 FLOOR AND A ROOF. NC NC OCCUPANCY CLASSIFICATION: EXISTING NEW TOTAL NC L1-01 DEMOLITION SITE PLAN F1 -01 FIRE PROTECTION SPRINKLER FLOOR PLANS C5.2 - PUBLIC ASSEMBLY LOWER LEVEL 1,076 S.F. 4,213 S.F. 5,289 S.F. FLOOR CONSTRUCTION, INCLUDING BEAMS NC N.A. INC 1 DETAIL TARGET, ENLARGEMENT L1 -02 ALIGNMENT PLAN AND 1-D SHEET NUMBER SITE DETAILS F2-01 FIRE PROTECTION FIRE ALARM FLOOR PLANS CONSTRUCTION CLASSIFICATION: FIRST FLOOR 3,196 S.F. 5,4&9 S.F. 8,665 S.F. ROOF CONSTRUCTION, INCLUD'NG PURLINS STEEL L1-03 GRADING AND DRAINAGE PLAN Y TYPE 2b - NON COMBUSTIBLE TOTAL: 4,272, S.F. 9,682 S.F. 13,954 S.F. BEAMS AND ROOF TRUSSES (IF EVERY PART OF UPPER STACK LEVEL THE NONCOMBUSTIBLE ROOF TRUSS IS MORE THAN ARCHITECTURAL ELECTRICAL 3.862 S F 15' ABOVE THE FLOOR NEXT BELOW, PROTECTION OF 1 ELEVATION NUMBER THE ROOF TRUSS IS NOT REQUIRED.) NC NC r ROUGH LUMBER- Al-01 LOWER LEVEL PLAN & DEMOLITION PLAN REQUIRED PROVIDED NC 1-0 SHEET NUMBER E1 -01 ELECTRICAL SITE LIGHTING AND UTILITIES AND CONTINUOUS Al -02 FIRST FLOOR PLAN & DEMOLITION PLAN ONE LINE DIAGRAM FIRE AREAS: 12,000 S.F. LOWER LEVEL 5,289 S.F. Al-03 FURNITURE PLAN INCREASE FOR ACCESS ON 2 SIDES - 50% +6.000 S.F. FIRST FLOOR & STACKS 8,665 S.F. _ 18,000 S.F. 44 IN. 96 IN. 1 E2-01 ELECTRICAL LIGHTING FLOOR PLANS WIDTH OF EXIT PASSAGES: _____ 4 2 INTERIOR ELEVATION NUMBER ROUGH LUMBER- SA2-01 REFLECTED CEILING PLANS AND SCHEDULES INCREASE FOR AUTOMATIC SPRINKLER SYSTEM - +18.000 S.F. WIDTH DF STAIRS: 49 MAIN STAIR 3 BLOCKING A2-02 ROOF PLAN E3-01 ELECTRICAL POWER FLOOR PLANS AND PANELS 200% 36,000 S.F. 44 IN. Ai-01 A3-01 BUILDING ELEVATIONS 48" SECONDARY STAIR GROUND FLOOR ? ffI EXISTING NEW 0'-0' DATUM ELEVATION _ ,'r RIGID INSULATION A4-01 BUILDING SECTION ~.1 A4-02 WALL SECTIONS " HEIGHT: MAX. DISTANCE OFfitAVEL TO EXIT: 1 STORY 1 STORY - 19'-6" 1 STORY - 29'-0" LOWER LEVEL: A5-01 STAIR DETAILS FIRST FLOOR AND UPPER STACK LEVEL: 150 FT. 65' FT. ROOM AREA DESIGNATION SIN'�II'i''' +'III='IIIII'h,''�' ';I' d BATT INSULATION + Ir : : II ' : 1 : II ! A5-02 ELEVATOR DETAILS 0 FT. 98' FT. 101 ROOM NUMBER A6-01 INTERIOR ELEVATIONS EXTERIOR: A7-01 PLAN DETAILS BEARING WALLS NC N.A. NC �0 DOOR NUMBER I �'' I ' III ACOUSTICAL TILE A7-02 PLAN DETAILS r' EXIT CAPACITY: A8-01 MILLWORK DETAILS r' NONBEARING WALLS NC N.A. N.A. ' A9-01 DOOR SCHEDULE, DETAILS, FINISH SCHEDULE LOWER LEVEL 1.05 UNITS 4.3 UNITSPANEL AND CURTAIN WALLS NC N.A. N.A. � Aa-- PARTITION TYPE GYPSUM SHEATHING WINDOW SCHEDULE FIRST FLOOR 1.083 UNITS 7.9 UNITS OR WALL BOARD STRUCTURAL �0 WINDOW NUMBER = __ _'_ — - PLYWOOD Sl -Ol FOUNDATION AND FIRST FLOOR PLANS PARTY WALLS: 2 HR. N.A. N.A. _ S2-01 ATTIC FAMING PLAN ABBREVIATIONS S3-01 SECTIONS AND DETAILS S4-01 SECTIONS AND DETAILS INTERIOR; r I A.F.F. ABOVE FINISH FLOOR CLG. CEILING 0.C. ON CENTER FIRE WALLS 2 HR. N.A. N.A. A/C AIR CONDITION(ING) CONC. CONCRETE OPNG. OPENING HVAC BEARING WALLS OR PARTITIONS NC NC NC APPROVALS ® AT ELEV. ELEVATION PT. PAINT H1 -01 HVAC FLOOR PLANS A.C.T. ACOUSTICAL CEILING TILE F.D. FLOOR DRAIN PY, POLYURETHANE H2-01 HVAC DETAILS AND SCHEDULES PARTITIONS ENCLOSING STAIRWAYS, --- ALUM. ALUMINUM FIN. FINISH REINF. REINFORCING HOIST WAYS, SHAFTS OTHER VERTICAL 3/4 HR. 3/4 HR. 3/4 HR. ANDD. ANODIZED F.E.C. FIRE EXTINGUISHER CABINET REQ'D, REQUIRED OPENINGS AND CORRIDORS BD. BOARD F.P.S.C. FIRE PROOF SELF CLOSING S.E. SEWAGE EJECTOR PLUMBING BLDG. BUILDING G.B. GYPSUM BOARD STRUCT. -STRUCTURAL P1 -01 PLUMBING DWV PIPING FLOOR PLANS CONSTRUCTION SEPARATING TENANT SPACES 1 HR. N.A. N.A. BILK. BLOCK GA. GAUGE ST. STAIN P2-01 PLUMBING DOMESTIC WATER AND GAS B.O. BOTTOM OF GYP. GYPSUM T.0. TOP OF PIPING FLOOR PLANS COLUMNS, BEAMS, GIRDERS AND TRUSSES C.M.U. CONCRETE MASONRY UNIT HM. HOLLOW METAL TYP. TYPICAL P3-01 RISER DIAGRAM AND SCHEDULES (OTHER THAN ROOF TRUSSES) SUPPORTING C.T. CERAMIC TILE INSUL. INSULATION U.O.N. UNLESS OTHERWISE NOTE MORE THAN 1 FLOOR OR 1 FLOOR AND A ROOF. NC NC NC CPT. CARPET J.C. JANITOR'S CLOSET V. VINYL CPT. T. CARPET TILE MECH. MECHANICAL V.C.T. VINYL COMPOSITION TILEI 6 - 1 - 9J CAB. CABINET'S) MIN. MINIMUM W/ WITH WD. WOOD I l., , r o [AGI I (9 HARVEY A ASSOVAYES BITE R SET T r j^ I XIST. i EXISTING ATIONS EXIST. ARI C H 'I IT � C T S V ' A ' PROP. PROPOSED UE EL, ELEVATION 3 - TCONC. CONCRETE OP. 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CONG CURB FIRST FLOOR AREA: B,(x 5 6P. 1133% OF SITE _ - X014 ROOF DRAIN RD4 PAVED AREA: 21040 BE • 322= HUNTINGTON STATION N.Y. 11746 FAX, 516.427.4573 3 LANDSCAPED AREA:110,195 5F = 1657 OF SITE MH 250 WATT PATH LIGHT ON 14' POLE UNDI6TURBED AREA: 44,825.91 EF. • 36% OF SITE M.E.P. ENGINEER - i cw , SEATING AREA: 4,Mll Sr. : 150 = 33 MH 400 WATT LIGHT ON 20' POLE +# STACK AREA: 3,862DIETRICH ENGINEERING,P.C. TOTAL PARKING inw 8 TOTAL PARKING PROVIIDED:331 344 ROAD TEL. 516.427.5540 d ,�PPHAa p.PRINL HUMINGTOINGTON STATION, N.Y,11746 FAX. 516.427.4573 F' ' HANDICAP PARKING REOUIREC: 2 In O HANDICAP PARKING PROVIDED: 2 °S4' � LANDSCAPE ARCHITECT E � OWNER: MATTITUCK LAUREL LIBRARY BOARD OF TRUSTEES ° BPusN ° WALTER34 O w0ous NORTHFIELD ROAD TEL. 516 232.2025 - r O � Iwa°Bs HAUPPAUGE, N.Y. 11788 FAX. 516,232.2037 WATER UN od' I OUR LqD `10141 30' w w w , w I 4 Y OF GOOD COUNSEL CHURCH 15' B. �E�c� - c a `c TRAN8FOR'IER P CGNC.PLATFORM - ' . 1 m AND EXP. 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PROJECT NO.: 9182.00 FILE: Q L MAx1NUM' iGRADENrs swuL BE 1,12 , _ SCALE: i"=20 DATE: 4—i9-99 Y B ® � ' B REN- PRECAST RINGS °y DRAWN BY: BP CHECKED BY: WP 5' CONCRETE (4000 PSI) BROOM FINISH - ' �® - m ' DIAMETER AS PLAN ' I'XI/Y CONTROL JT, SPACED 4 FT. .-: gg N - PRECAST REINFORCED CONCRETE on -A� CIRB I " 4' . . LEACHNG F1N3S 6' X 6' CID X 1G WWF - 2 m® � >� � ® ®® 12•. ALIGNMENT PLAN, Q ®® mH ml m!23 MES2 ® ®92, 6' MIM PEI JE'YRATION INTO v {. WELL COMPACTED POROUS 5U36RADE ,p�I AN VIEW FLA&ED_RAINIF - , ':,q•. I®® � ® r�1 X51, ®QIP. _ VIRGIN STR,gTA OF SAND N' ANDZD _ svl (MN. 95%) - mT mg cm Eximr j `. E GRAVEL-EIAC(l WITH Q', I/2' EXP. JT. 2O' O.C. FLLL WIDTH OF RAMP OPENING - SAND EGF-AVEC J ° SITE DETAIL PAVE nBVT ' 4 �',. ° .. .6I .RAM' VARIES 4'-O' MIN. VARIES SIRFACf' 4 4, , 'm " :f' - /�� V o�V >„ CURB CONSTRUCTIGON - 9 a' r ' '+ 't' 1Y' JOINT (TYP) 5 , ta" 2"-0' MIN TO - - m pd DQ B p DQ .. NO REVEAL I/Y E;D(P. -. ^ ^ - ,-': ,. 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EXIST. FD2: 1,000 sr. - 1 .500 ac. RD3, 1,500or, ' M.E.P. ENGINEER N�RT/� RD4: 1l2 SF. - R05: 616 6F. f DIETRICH ENGINEERING,P.C. RD&: in BF 344 LENOX ROAD TEL. 516.4V.5540 ODD r I 0 TOTAL: 4,905 5F. x',11 = 83385 CF,. 10088 = 826 ED. • USE o 10' ED. HUNTINGTON STATION, N.Y.11746 FAX. 516.427.4573 –r a I 1 - - 1Qm I I ASPI41i PMKIND LANDSCAPE ARCHITECT � - ° m 471 WALTER K. PULVER 134 NORTHFIELD ROAD TEL. 516.232.2025 .Z.e 0 HAUPPAUGE, N.Y. 11788 FAX. 516.232.2037 x 0 �5 � _ Fi \ wDaDs • lift, _ O kL I It weops 4 Diu, ,flWAiEfl umF�� W, od' W dLZ A7-12 \ ms Alol ' wT— ro c & D D cAs_�D n e OUR LADY OF OOODFCOUN$EL 0 ORTRANSF '1ER P \ D �. a . 0 1% ry \ B'CGP 0 I% asz /52 `I SB tlC Ij k " i� icy{ ux c0NDD`DxEP J buCCP o % — — — \ "7 ♦9.6 -� r �1 UNT CONC —P / \ k x N le9 0 Z w EXIST. RD1 EXIB I RD2 �3 a r - +483 Au i I \1 y` 12' DIA LF'. sC \ I v 1010' ED.7 Y4 \ T" EXISTING LIBRA PROPOvED ADDITION' Z / r.a 4A 9 i \\FIN.FL.488 RD4 I 4S3+ 8"CCP 1 1% e Y _ I � u // 1RM181T1 ry FLUSH TO RD1 __J FLUSR TOS FM 6 CCP A 1X I ..,,, �$ A'REq kGppA'7,�g 505. 10' i ) CURB 4 WALK o _ kAu # 2 �/ kky 6'�'CCDP� N%\ \ +Asaj-- TC.16 ADDITIONS & € �} MEET EXIST. D' LL°�( ° h : (. 'tel il RIDS R / GRADE 0 I Sex )'`\ / .10 A OF 6MITARY ^ x331 @ DIA I v.Cop \ – -n D AM \ N TC 485 vExr . G � .. 'Y-hYSTEM _ / • �, •P, FP• IR ii 0 D, Iq L.F! x \ y 0 4Bm BCS / C� \ F \. Y�,p 0 I% — -, ; ,� �,� I / . ED. \ v ;� �i �E11n�/J ALTERATIONS TO 'g � (�n 'III fIfI � 'fIII�I� 1n7��(\ / �� W / 1 k 4828 TI�� \ x O t�ef��' i i 1 • % // \ \' U V A ll � IJ V V N U cP'I Z 12, DIA LP. Axl LAUREL AREA xA �v� x 44.3 Y/ / I a� wPE 1 n / y 05=46 0" W D cN� k 14' Dim - / ku.e �� D Rll llRY '. y EAD WIpEe �Uk 54.5 n FNN k s kl fxpCF REVISIONS: STORY NO. DATE DESCRIPTION RY CONCRETE B 4 rtxoe ..Dw. • �I / - ` 3 - LOCK & FRA ME'BUILDING C SMITy/ ,gIV/OO•yRlSTINE cn°N �m�tucE rn . Al XlTH I 142.06• x3,1.3 ^ �Y CO 3DAV140 Z. EYE 473.26, t FED LA L'AP N0. 561 J Of NEW I0A� . PROJECT NO.: 9182.00 FILE:' SICALE: 1"=20 DATE: 4-19,-99 a� DIRAWN BY: BP CHECKED BY: WP' N - GRADING AND DRAINAGE PLAN A a) p d , 03 P L ( .'f 0 m. ,„ l E p. :' C 't.; q.' H G F 1 , I v 0 ""°M9 HARVEY o aSSNATES ARCH TECTS 127 E Main Street, Riverhead KY 516 208 9655 FAX 516 206 9656 12 West 32nd Street New York, NY 101101 212 563 0565 Fox 563 0617 r' .r jI RDrf CAP 6HMaLEe ` i I. STRUCTURAL ENGINEER COBRA RDGE AFM II DIETRICH ENGINEERING, P.C. 344 LENOX ROAD HUNTINGTON TEL. 516,427,5540 STATION N.Y. 11746 FAX, 516.427.4573 SELF SEALMb ASPHALT �e"MaLEe _ M.E.P. ENGINEER PLTWOOD SHEATHMG DIETRICH ENGINEERING, P.C. 344 LENOX ROAD HUNTINGTON TEL. 516.427.5540 STfEICIA&FRANNG STATION N.Y. 11746 FAX. 516.427.4573 LANDSCAPE ARCHITECT • • o m WALTER K. PULVER m m 134 NORTHFIELD ROAD TEL. 516.232,2025 HAUPPAUGE, N.Y, 11788 FAX. 516,232,2037 o RIDGE T DETAIL L SCALE: 1 *1 —0° G°WDDD�OOo �� o I M ATITU C K LaUREL - 14W ROOF L OLU ROOFNG OVEERHANG MER LI I1Ll ll LI LL LI SELF SEALNG SELF SEALNG ASPHALT RNR . - ASPHALT ROOF SHNGLE5 SHNGLES REVISIONS: NO. DATE DESCRIPTION II I 1 I DIRECTION OF w- aa CC �— PITCH,TYPICAL I I W. RIX*E- RIDGE i HP. I 1 HIGH RDOF � I RDGE - I I RDGE RDGE VET1'rRYa, TR1'P VENTSXm, TTP. I I � I ' I I I I I - - -------- ----- -- Wx p- T ROOF IW TAPERED FLAT RCCF aV DRAIN TAKREV LP.�RDOF NWLATION •�„X�• ! N pr f/sw SMOKE N / HP. HA1CH N PROJECT NO.: 9182.00 FILE: A202ML00 m 'SCALE: DATE: 6-2-99 - _ SELFSMNG DRAWN BY: TLV CHECKED BY: JAT ASP14ALT ROOF q SHNGLES 13 N ROOF PLAN ROOF PLAN Q SCALE: 1/8-=l'—(O" ' f a DO 00 =1 O) A 2t - 02 0 U I I o�u � u9 HA u QSS��QTES ARCHITECTS 121 E Main Street, Riverhead NY 516 208 9655 FAX 516 208 9656 11-2 1 -II a 12 West 72nd Street New York, NY 10X1 212 563 0565 Fax 563 0611 � n I i CEDAR BRAO�ZT PANTED TO MATCH ''I , TRIM COLOR STRUCTURAL ENGINEER Y 5 Y CEDAR SFWOTEi 3 Y DIETRICH ENGINEERING, P•C, r. ;. PANTED TO MA?Cw m ^• 344 LENOX ROAD HUNTINGTON TEL. 516.427,5540 TRM COLOR STATION NY. 11746 FAX. 516.427.4573 REP, ENGINEER DIETRICH ENGINEERING, P.C. 344 LENOX ROAD HUNTINGTON TEL. 516.427.5540 STATION N.Yr 11746 FAX. 516.427.4573 3 NEW GUTTERS AND LANDSCAPE ARCHITECT n LEADERS,TIE INTO REMOVE EXISTING MASONRY --- _-_-_ _ 5 EXISTING GUTTER --_-_ _ _ WALTER K. PULVER NEW SELF ROOF 5�._. - __ _ - _-__-_- 5 NEW SELF SEALING CR.a 1 0 PATCH ROOF WITH 7'X S' 134 NORTHFIELD ROAD TEL. 516.232.2025 • _"- __ . . __ ___ ___ ASPHALT ROOF _ _: . - _ _'-:°.'_`-_- -__ ASPVI4LT ROOF RR� 16"OL.AND 5/6"PLYWOOD TO SHINGLES -- - -_- - - _--- r. _ 814N 6 ALIGN WITH EXISTING WOOD HAUPPAUGE, N.Y. 11788 FAX, 516.232.2037 SHEATHING. NEW RPM� SWCUT %ISMG SHEATHING ALLOW - GUTTERS AND LEADERS _ _ _ __ _. ._ _ VEMIL TON --_ - _- -- - - I X 6 aD TRIM NEW ROOF STRUCTURE -- NEW SELF SEALING _ NEW WOOD TRM - -- _ =I ROOF _ _ - --_ - _ CLEAR STORY WMDOUI5 - WOOD BRACKET DETAIL NEW EES 1-42� 12, , . AND 6533/6avonRe�MoorPER�r��iD AND 5 SCALE: 1 1/2"=1`0' AID TRIM LEADERS DES ANDPAINTED LLL LNEWEADERS WOOD 61 .. BOARDS WOOD TRIM _- - ® mal® NEW WOOD TRIM ILL] NEW WOOD .. BOARDS �— N 7 5'-6" TY0O CBIILLS, NEW STONE SILL - p,_Srr p-6„ ..L - - - _ _ .__ _ ., 1` "� _ - _ W BRICK VENEER == _ -__ =0 i 2 - _ _ EXISTING WINDOWS NEW CEDAR SIDING ARDS I AND PANELS _ 1 = _-_ NEW STONE BILL I - NEW BRICK VENEER ' L NEW BRICK VENEER NEW BRICK vENEER LEAD COATED COPPER LEAD COATED COPPER LEAD COATED COPPER FLASHING AT ALL STONE FLASHING AT ALL ST6E EXISTING BRICK NEW WOOD PANELS FLASHING AT ALL STONE 61LL5,TYPICAL SILLS,TYPICAL SEE DETAIL BILLS,TYPICAL SOUTH ELEVATION NORTH ELEVATION SCALE: 1 8 =1 —0 2 SCALE: 1/8"=V-0" �m AIDSDI�O��p�(ONS �no(�a 5� COPPER TOP AL; II ERA II �OO II S UNIT PRICE: -- vEMILATMG GIPOLA I, (,T n FI IT (� IT/7 STFIUCEXPOSED ROOF 70 REMOVE I®6 SHEA FEET OF TO IUN\V/4DI(L/(l1YlY1 U III�J_IUY(�1 STRICIUFE DAMAGED WOOD REPLACE WITH TO -----=-- _, - m TOTRUCIURE ANDMATCH S WrH tffW r CONTINUOUS SOFFIT EXISTING ROOFING TO DE FAIOVED 65 �65 Noll SELF SEALING M. V VENTING ALL SIDES am ZD LAUREL TO WOOD DECK REPLACE ANY . _ _ __ __ _ 614NIS4LT ROLE %"DIA IT14 DAMAGED WOOD PER OUNER/ NEW SELF SEALING _ _ 6HRGLEE WRIDaU WITH WINDOWS BACK ,'N ARCHITECT 16 FOR DIRECTION,AS PER UNIT ASPHALT ROOF _ _ NEW CLERESTORY E'P�" 1 - T D n �M . UNTIE ,.m PRICE.N16 16 FOR THE ENTIRE 6HMGLEB - - - - WINDOWS EXTERIOR TRIM W 1L"I( . EXI6TNG ROOF. NEW SELF SEALING _ - --.- _ _ - .-..� .._, _. _ .. . _ 65�__ _ -_ I"X WOOD TRIM PANTED _ _ _ ___ - - _ 65 ASPHALT ROOF r_ . ., ,_ .. ._ _..a ... NEW SHINGLES NEW 2 FLY ToRcH N OVER A AW NEW 7TER6 _ _ 4T b SELF 6EALRG —✓ - __ ALT RD9F ABE IIYLES . AND LEADERS _ __ _ _ _ _: M�d1Ml.AT EaOWN RIGID i TFEM I'X UIOOD TRIM _ _ _ — ____ _ _ _-_ _ s . - - BD __ _ 65 -" _- - 'XIIOOD TRIM _ _ _ WOOD TRM — — -' _ I, -__ v, -- - - - - --_ - - - - REVISIONS: LINE OF 60MIT ABOVE SCA M$ - - --�' - � �•-` rr- r " _ N0. SDATE � DESCRIPTION �- wooD TRIM y - MATiiTUCK LAUREL 4, - ry x I aaD TwM Lil BOARDS f .T . -': .'. 5 - c LME OF SOFFIT _ ® , ® .. LI NARY ' '''' 1= , I'r-rrr` � `�'', - SOFFIT ABOVE M STOLE SILLS, ` - .. -' • EXISTING, BRICKSOFFIT TYPICAL EXISTING BRICK _ _ A -_ 1'x woo TRIM I"x WOOD TRIM LEAD CTATED COFFER NEW CEDAR BIDING I"X WOOD TRM NEW CEDAR SIDING WITH I X 4 LEAD COATED COFFER NEW CEDAR BIDI 6 CUPOLA PLAN NEW BRICK VENEER W.CORNER 50ARD6 NEW WINDOW,SAW GE NEW OF@@Ys ' LEAD COATED COPPER FLASHING AT ALL STONE NEW STONE SILL FLASHNM,AT ALL STONE M6TALL NEW LNM PER LINTEL FLASHING AT ALL STONE SILLS,TYPICAL NEW BRICK VENEE SILLS,P PIGAL SCALE: 3/4-=l'-0- SCHEDULE AND TOOTH IN NEW SILLS,"CAL• ,$ MASONRY TO ALIGN WITH EXISTMG I BRUSHED ALUMINUM INDIVIDUAL NEW BTrx.IE BILL -m COARSING, ,m MOUNTED LETTERING NEW BFIICIC VENEER 5/4'WOOD TRIM WTH .m r MOLDINGS,SEE DETAIL 1 • WEST ELEVATION 3 SCAILE: 1 8 =1 —0 I COPF£R CAP SELF SEALINGUNIT PRICE: ASPHALT ROOF � TO REMOVE ID 5Lw1ARE FEET CF SHINGLES - DA7IAGED WOOD 6VEATHMG TO MATCH LA73E ROOF F NEW ASPHALT R FWA BTO UC CAH EXISTINGREPLY WITH NEw PITCH m Z 65 65 SHINGLES EXISTIF'Y,RoOFN5 TO BE REMOVED y aPl a - 96'DIA ROW TO WOOD DECK REPLACE ANY - - I X WOOD TRIM . T7 3 - - _ - NEW CLERE6TOR1' Ald:l'IITEC7 DIRECTION,A6 PER U'Ui i m WINDOW WITH W I X LLD. FYPON' - - EXTERIOR TRIM - WINDOWS THE �65 SKEW BRACKETS, -- -_ ` _ - ABII'N�AL� SEALING PNCE THIS ID FOR M IXI6TRlG ROOF. B/AS-ml - _ _ - - SHINGLES NEW GUTTERS , Hulot _- -- Ale?LEADERS - Ii ', —T -- — WOOD CT NO.: 82,00 A3016L00 BOARDS 90 DATE: 6-2-99OM GENSCALE: RMSOFFITS � WCOID T BOARDS DRAWN BY: TLV CHECKED BY: JAT X WOOD TRP1 B�CRE 61LL0, t. �1 - ,. `- _ L f TYPICAL 00 WOOD LOUVERS aU _ ® _ _ + ,'� T ; = - _.T,=::. s' _-�.- =- =Y EicIN3,TING BRICK BUILDING _ , . .- _ TYP.ALL&IDES Q ._ - VIEW ICK NEW Y . ' CEDAR BIDING NEW STONE BILL NEW BRICK VENEER ELEVATIONS gR � NFWU WNDOIIL SAW CUi NEW OPENING � NEW BRICK VENElR M6TA4L NEW LNTEL PER LINTEL - T SELF SEALING ASPHALT BCFEDIY.E AND fOOTN M NEIU - •. ROOF SHINGLES - MA60W TO ALIBI WTH EXISTING ' > „ _ EAST ELEVATION Yf 4 SCALE: 1/8"=l'-0- :7 ..,I - obiol - rn Q. t CUPOLA ELEVATION0 / aD 7 SCALE: 3/4-=l'-0- A 4 =1 —0 0 li - - BEAM, HARV Y A ASSNATES ARCHITECTSMreerhY 58558 12 West 32nd Street New Yank, NY 10001 212 563 0565 Fax 563 0617 r a f • , 3 y _ r� Y STRUCTURAL ENGINEER DIETRICH ENGINEERING, P.C. 344 LENOX ROAD HUNTINGTON TEL, 516,427,5540 Ij 17 � � -, STATIDN N.Y. 11746 FAX. 516.427.4573 Jf COLLAR TIES • 46. O.G. +1 IJ_I I 11 ' I I r"r, M.E,P, ENGINEER ROOF CONSTRUCTION •40 YEAR SELF SE-ALMASPHALTROOF _ 0 - IPI yl ,a L DIETRICH ENGINEERING, PIC, 344 LENOX ROAD HUNTINGTON TEL. 516,427.5540 to 30'BUILDING PAPER ON 3/41 D(rERIOR i r + , 1 - � 1-, STATION N.Y. 11746 FAX. 516,427,4573 GRADE TONGUE AND GROOVE PLYWOOD I i � :-Y Y l '" •V BATT INSULATION •ROOF RAFTERS,BEE STRUCTURAL PLANS _ I III '- h'� �. WALL CONSTRUCTION t f VAULTED CEILING r�1 r LANDSCAPE ARCHITECT YPSUM I w ' II '. BOATWO��RS 3/AGGEI�D JO�TB WALTER K. PULVER •PERECTION WOOD SNMGI.ES,5 U W"E>IUDMP -J ON METAL FURRING GRID 134 NORTHFIELD ROAD TEL. 5162322025 . •15'BUILDING PAPER -' f SYSTEM,HANG FROM STRICTURE r . I' rk,_ I I HAUPPAUGE, N.Y. 11788 FAX. 516.232.2037 r 1 •5/6' IS)=RESISTANT PLYUIOOp CC 3 m f •b'(R9)FIBERGLASS BATT ABOVE.RADIUS . 3W-0- INSULATION •6'STRUCNRAI.METAL STUDS WALL CONS I I m I 'F£F.fECTION WOOD SHINGLES,5 � I l •WGUILE OSI Pm APER Tn — •5/8"FIRE RESISTANT PLYWOOD ROOF CONSTRUCTION to 6"(R9)FIBERGLASS BAT, • I h F 3 PLY TORCH DOW MODIFIED INSULATION ULT _ b'6TRICTURAL METAL STDS • TA INSULATION, — ON 1 V2° ., 16"O.C.SEE 6TRICTURAL PWA. _ r, F / WITH STRUCTURAL METAL DECKING, / S.OL. PARTIAL SECTION ALT CHILDREIN6 LIBRARY I I (D SCALE: 1/4"=I —0 DIRECTORS LOBBY OFFICE FLOOR CONSTRUCTION I I •6•C 1SLIZETE PLANK i WALL CONSTRUCTION _ I •I V2' LEVELING COAT - 11 •STANDARD BRICK VENEER(TO MATCH EXISTING) - •15'BUILDING PAPER I ', 5/8"FIRE imale ANT PLYWOOD •V CONTINUOUS 10NSILA IIGN 0 OODOOO 000000 0000000 0000000 0000000 0000000 0000000 10000000 0000000 0000000 0000000 0000000 0000000 00 000 0 00 0000000 OOD0000 000000 ;, ': ; - •b"STRUCTURAL METAL 6TUPS• IS'Of, _ 6"MINI SEE STRUCTURAL DIGS. 5 a/ - r AL.T.J -- FOUNDATION CONSTRUCTION CONFERENCE ROOM I ELEVATOR LOBBY - •POWUED CONCRETE FOUNDATION WALLS, .,'^ „ I CHILDRENS PROGRAMS ROOM .- •DAMPROOFING, - / ✓' �� •2'RIGID NBULATION m %/ " CELLAR FLOOR SLAB S"CONCRETE BLAB W 6 X 6 I r + I 1019 UUP ON 6•GRAVEL BASE aV 6 MIL.POLY VAPOR I * I - I j _ ln1DD� II �ouVe�J cosi I FfAfdtlER 1111LIA77TUCLIU I COVE 8 %z 17 - LK.MNG 6' 4 3/4' r ,1 I'� 3 S/S'MAL" 8=6 AT IV D OL. LA L 2 B D Q D I 4 BUILDING SECTION 1 -1 6/S'GYFfWM SCALE: 1 4°=11-01 BOARD FASCIA I REVISIONS: ✓{gym 4 ROOF CONSTRUCTION NO. DATE DESCRIPTION 3'-6• iC •40 YEAR SELF BMW.ASPHALT ROOF SHINGLES At •30'BUILDSY•PAPER ON 3/4" EXTERIOR GRADE TONGUE AND GROOVE PLYWOOD - Sro'GYPS24 _ •9"BATT N&II.ATION BOAT®SOFFIT•ROOF J01678,SEE STRUCTURAL PLANE ON 3 SO' - METAL STUDS AT'16'O.C. SmUC IPAL WALL,SEE WALL CON6TRIJC7I0N STRUCOURAL DUGS •STANDARD BRIOC VENEER(TO MATCH y--— - EMOTING) ROOF CONSTRUCTION •IV BUILDING PAPER I -40 YEAR SELF SEALING ASPHALT ROOF r SIB'FIFE RESISTANT PLYWOOD SHINGLES •6' (RIS)FIBERSLABS BAT NSULATION •30'BUILDING PAPER ON 3/4"EXTERIOR 1• , U 1 - _- I , 96'STRIICTURAI.METAL STUDS •K' OL. GRADE iNAND GROOVE PLYWOOD SEE STRJCIURAL DUIGS - •9•BAT RIVILASL.ATION w •ROOF BEAMS,SEE PLANE i . I � � Cd I WALL CONSTRUCTION I •PERFECTION WOOD 5HINGLES,S VP EXPOSURE,STARED •W'BUILDING PAPER I •5/8'PIKE RESISTANT PLYWOOD 9 •INSULATI FIBERGLASS BAT g .• •6•BTRICTIJR L METAL BTUDE p(D � CHILDRENS LIBRARY a, 14'0 •WALL CONSTRUCTION .'►S TORTwrti�A FLOOR CON6TRIIGTION I BTAADATABRIQCVRIEER(TOMATCH INTERIOR FASCIA DETAIL •10'CONCFETE PLANK HI FflEXISTING) — ) 5 SCALE: 1 1 2 =1 0 a •1 I!2"LEVELNG COAT FOUNDATION CONSTRUCTION d I • BUILDING PAPER •FOURED CONCRETE FONDATOW4L6, 5/0' IRERE816TAM _ F7 PLYWOOD • OF WA •D' RIGID INSULATION •1"CONTNBOUS RW NSYATION A. • I — — — — — — — — — — — — — — •6'BTRIlC1URAL METAL STUDS• K"OL. R au 1t 3BB or r4,�; .r New < A.C.T. m FOUNDATION CONSTRUCTION PROJECT N0.: 9182.00 FILE; A401 ML00 •POURED C47WAMTE FOUNDATION WALLS, r •DAMPRooFNG, < 'y, METING ROOM • .. .m SCALE: 1/8"=1 —0" DATE 6-2-99 .2°ROD NeULaT ON m DRAWN BY: TLV CHECKED BY: JAT I + I CELLAR FLOOR BLAB ' * Q ,� F " 6"CONCRETE SLAB UV b X 6 i7', ^ 1010 OUP GRAPOER BASE BUILDING SECTION 3-3 N 3 SCALE: T 4 =1 —0 BARRIER �- a BUILDING d5€ b SECTION T cl BUILDING SECTION 2-2 2 SCALE: 1/4"=I'-0- A4 - 01 4 =1 —0 — o, o BEAM9 u 9 HARVEY A ASSOVATES �- ARCHITECTS ROOF CONSTRUCTION " 127 E Main Street, Riverhead NY 516 208 9655 FAX 516 208 9656 •40 YEAR SELF SEALING ASPHALT ROOF 12 West 32nd Street New York NY 10001 212 563 0565 Fax 563 0611 SHINGLES •30'BUILDING PAPER ON 3/4' EXTEROR GRADE TONGUE AND GROOVE PLYWOOD •9" BAR INSULATION •ROOF RAFTERS,SEE STRUCTURAL PLANS fn _ 4 1 GUTTER AND LEADER 1 . � ! 1 " +I, STRUCTURAL ENGINEER DIETRICH ENGINEERING, RC. 344 LENOX ROAD HUNTINGTDN TEL 516,4225540 I STATION N.Y. 11746 FAX. 516,427,4573 METAL HURRICANE TIE I"X WOOD TRIM - Do"PER STATE AND LOCAL I' r URRI 1 CODE OFFICIALS i KER. ENGINEER -� 7"X b" WOOD BLOCKING t SCREWED TO TOP OF METAL OND t.E,�i DIETRICH ENGINEERING, P.C. j SCI;T- R / 344 ION N.Y.ROAD HUNTINGTDN TEL. 516,427.5540 ' METAL TOP RINER t STATION N. 11746 FAX. 516.427.4573 LANDSCAPE ARCHITECT 1/4 LUAN SOFFIT WALTER K. PULVER 134 NORTHFIELD ROAD TEL, 516,232.2025 W,4LL CONSTRUCTI HAUPPAUGE, N.Y. 11788 FAX. 51 6.232,2037 •PERFECTION WOOD SHINGLES, 5 .. In" EXP05URE •I50 BUILDING PAPER •5/S" FIRE RESISTANT PLYWOOD •b" (RIS)FIBERGLASS BATT ' INSULATION - ROOF CONSTRUCTION.- 2" MIM MMITAPERED INSULATION - r •40 YEAR SELF SEALING ASPHALT ROOF •b" STRUCTURAL METAL STUDS • AT DRAM I _ SHINGLES•30'BUILDING PAPER ON 3/4" EMERIOR Ib" O.C. - ' GRADE TONGUE AND GROOVE) PLYWOOD - I _ ROOF CONSTRUCTION BRONZE FER'ERATED ROOF 3 PLT TORCH DOW MODIFIED.40 YEAR SELF SEALING ASPHALT ROOF DRAM COVER SCREWED TO BITUMNJOA ROOFING OVER t •9" BAR. INSULATION 2 TAPERED INSULATION,ON I I/P •ROOF RAFTERS,SEE PLANS SHINGLES ORAN. GALVANIZED METAL DECKING --I •30'WILDING PAPER ON 3/4 EMERIOR NEW ROOF DRAINS WITH STRUCTURAL METAL UTO.• - GRADE TONGUE AND GROOVE PLYWOOD "m BY HICplAldd ROOFING Ib"CO. - 1 •ROOF RAFTERS,SEE PLANS - t- . �� PRODUCTS, NO PREFORMED COPINS BY 1 CURER AND LEADER ROOFING CLAMPING RING HICKMANN R9OFM PRODUCTS, METAL STUD FR4MMG - - MCD (9)Z X t' 1 -, LCX- WOOD BLOCKING SECURED METAL HURRICANE 11E ! 1- FLASHING �> CODE PER STATE AND LOCAL I I" X WOOD TRIM,MATCH _ TO METAL SND. I GUTTER AND - - t (FIRE XTER GRACE PLYWOOD EXISTING PROFILES AND STYLI- - CODE OFFICIALS LEADER SYSTEM + WOOD FMISFED TRIM AC.T. I" X WOOD TRIM --� �' �RGTURAL METAL STUDS • - .: . 61, (Rb) FIBEFIGLA66 BAR METAL tOF'RAWER • AL.L ON WOOD CONSTRUCTIONSHIM -- -------------- ( L DECK FLANGE ,� l IIS b" STRIOTUR.AL METAL SILOS • 'OLEO, 5 ..< NEOPRENE R.EXIBLE _F% / W.�OC IR" EXPOSURE DECORATIVE BRACKETS I •5/Bo 50 BFIRE RESISTILDNG ANT PLYWOOD SEE DETAIL 5/A3-01 4"ORAN BODY PING TO DRYWELL J WINDOW HE L METAL STUDS • ( •5/ (RIS)FIBERGLASS BATT 1/4" LUAN SOFFIT - DC'S SEE B1R1CTUR4L " = INSULATION STRUCTURAL METAL STUDS E - CODR7MAIE �� •b" STRUCTURAL METAL STUDS o M SEE SCHEDULE RCDO STEEL LINTEL, Ib" O.G. WINDOW HEADS,SEE STRUCTURAL DRAWINGS AZ.T. WITH SELECTED DOOR - Y I'X Q" BAND BOARD - MANUFACTURER STRUCTURAL METAL STUDS WINDOW HEADS,SEE STRICM^PAL pDDO��OM� o DRAWINGS BRICK MOLDING t IQLS I1 I�r DT71n111 �OO IIUJ 11 OO WINDOWS,SEE SCHEDULE CAULK ALL WNDOW AND DOOR � V U HEADS,JAMM AND SILLS, G BOARD TYPICAL METAL DOOR FRAT'E LA U REL GYPSUM BOARD BRICK RETURNS RETUR 'i SCHEDULE D WINDOWS,SEE UK OC) WINDOW SILL L � LI LLA l) LL LI ---- -CAULK ALL BIDES FREOAT BTof SILLS WOOD WINDOW SILLS - STONE SILLS W/ DRIP LL FINISHES SEE D E b'(RI9)FIBBY+LASO BATT METAL SADDLE BY DOOR I METAL STRAP TIES • Ib" 1 TACH WAY REVISIONS: - MBA.ATION :�.).,. - b" STRUCTURAL METAL STUDS • _ FE EXTERIOR 16 " r-'`.1 ' OL MANUFACTURER WALL BASE,BEE DULE GRADE PLYWOOD XTERIOR - BRICK VENEER,MATCH E)+11071NG N0. DATE DESCRIPTION 5/S"FIRATED E WALL FINISHES,SEE SCHEDULE RECESSED ENTRY MAT FLOOR FINISHES,SEE SCHEDULE ! •' WALL BADE,SEE SCHEDULE FILL SOLID WITH POURED - METAL FLASHING I/J"MR LEVELMG COAT OVER CONCRETE,DRILL M 15 REBARS _, GROUT SO - LID 4" BRICK VENEER TO CCNCRETE PLINK MATCH EXISTING rK -� • @' OG AT ALL OPENINGS. PIER , _ METAL BRICK TIES • IS" ( '� FLOOR FINISHES,BEE SCHEDULE BRICK SHELF DAMPROOFMG VERTICALLY AND HORIZONTALLY 1/2"MM LEVELING COAT OVER r CONCRETE PLAN, - - . POURED CONCRETE L.C.C.FLASHING W/ ' - . ) i (SEEFOUNSTRUCTURAL WALL WEEP HOLES AT 34" O.G. _ . '. . . ' _ J r SEE 7RICTJRAL DRAWINGS GRADE OOO 00000 000000 BOO 00000 000000000 OOOOCOOOO 0000000 �n , FORALLBIZEBANDRE INFOF�NG) t. '- '�- --X-J2,F, �U �, .a:('c' POURED CONCRETE FOOTIWC (SEE STRICTURAL DRAWINGS FOR ALL SIZES AND REI1,11=01 INC) JOINT FILLER ROUT SOLID ' 2" RIGID INSULATION PROTECTION i BOARD, 24" EACH WAY GROUT SOLID " 4 % 2" X 4" KEYWAY xEn90 'woe BUILDING SECTION 3-3 '+yTO°r�"�'a 4d Ay p 3 SCALE: 1 4 =1 —0 a > Z" RIGID INSULATION PROTECTION N 2" RIGID INSULATION PROTECTION B04RtJ W/ DAMPR.00FING 2" RIGID uI DAATION PING I, + � m PROJECT NO.: 9182.00 FILE: A40261L00 POURED �� SCALE: 1/8"=1'-0" DATE: 6-2-99 FOUNDATION WALL DRAWN BY: TLV CHECKED BY: JAT POURED CONCRETE BASEMENT FLOOR CONSTRUCTION (SEE STRUCTURAL DRAWINCaO - FOUNDATION WALL L FOR ALL SIZES AND REINFORCING) Q (SEE STRUCTURAL DRAWINGS S" CONCRETE SLAB BASEMENT FLOOR CONSTRUCTION _� .-�: FOR ALL SIZES AND REINFORCING) W/ b x b x 10/10 UAIA"I JOINT FILLER 0 ON b" GRAVEL BASE S" CONCRETE ELAS 1. f,. O BUILDING JOINT FILLE : W/ 6 MIL POLY. VAPOR BARRIER W/ 6 x b x 10/10 WILM r w '.} - ON b" GRAVE): BASE POURED CONCRETE FOOTING Q POURED CONCRETE FOOT W/ 6 MIL POLY.VAPOR BARRIER - .;r' (SEE STRUCTURAL DRAWINGS INFORCIN - SECTIONS (SEE STRUCTURAL DDRAWINGSDRAWINGSt/�� FOR ALL SIZES AND REG) FOR ALL SIZES AND REINFORCING) ~ " •�., T N i ✓ �. L {-ti j- IL -4- , i, u T _ _„i __ 3`� �� \ .• � 4 \"1 �e +\\ "c`. - J i >,�' � � ;� / /' � /`�o'l�, � . /`` ° � � T - .,7� - t •, 117 06 A 4 0, 2Y 01 BULDING SECTION 2-2 - �,' zv ,?/ ; .� ,/, ,v 0- 0sCALE: 1 4 =1 —0 ��' � 00- O BUILD1ING SECTION 1 -1 SCALE: 4 =1 —0 E ''. u_ 1 / , I a i a o AM9 HARVEY o ASSOCIATES LINE OF ALT. LME OF ALS. - LRE OF ADT. ARCHITECTS 127 E Main Street, Riverhead NY 516 206 9655 FAX 516 206 9656 INTERIOR VII ION 12 West 32nd feel New Yank, NY 10001 212 563 0565 Fax 563 0617 11 PANELS X \\ \\ _ PTD.GYP.BD. .GYP.BD. A, 11 El PID.GYP.BD- ------- BASE, BABE,SEE FINISH SCHEDULE BASS,BEE FMI6H SCHEDULE BASE,SEE FINISH SCHEDULE ELEVATION NO. 1 - CHILDREN'5 LIBRARY ELEVATION NO. 2 — CHILDREN'S LIBRARY ELEVATION NO. 3 — CHILDREN'S LIBRARY v STRUCTURAL ENGINEER r DIETRICH ENGINEERING, P,C, 344 LENOX ROAD HUNTINGTON TEL. 516,427.5540 LIE OF AL.T. LRE OF ALT. LINE OF AC.T. LME OF AL.T. LINE CP ALT. STATION N.Y. 11746 FAX. 516.427.4573 Y-4 V2" 61-113/4" 2'-b• _ S'-113/4" �Tm.GYP.BD. M.E.P. ENGINEER '•S V4' 3,-4• " 2'-31/8" i� m.GYP.W. 3 EQUAL SPACES 3'-4' 5'-S' 3 EQUAL SPACES DIETRICH ENGINEERING, P.C. 344 LENOX ROAD HUNTINGTON TEL. 516,427,5540 2E STATION N.Y. 11746 FAX. 516,427,4573 / TEMPERED TEMt'E D / / \ \ TEMPERED INTB'IPE �; LANDSCAPE ARCHITECT PTO,GYP.W'—'\ WALTER K. PULVER 134 NORTHFIELD ROAD TEL. 516,232,2025 HAUPPAUGE, N.Y. 11788 FAX. 516,2382037 M.GYP.W. PID.GYP.ED.� BASE ,SEE FINISH BCHEDI4.E \ \ / / EASE ,SEE FINISH SCHEDULE "' '" BASE,SEE FINISH BCHEDULE 1 ELEVATION NO. 4 — CHILDREN'S LIBRARY ELEVATION NO. 5 — ELEVATION NO. 6 - ELEVATION NO. l ELEVATION NO. 8 — OFFICE — 114 OFFICE — 114 OFFICE - 114 OFFICE — 114 LIGHT FASCIA, �VAULTED CEILING,PANTED PANTED GYP.BD. GYPSUM BOARD VAULTED VAULTED CELV PANTED �_ GTPSIM BOARD — PTD.GYP.BD. W.4LTED CEILING,PANTED GYPSUM BOARD LIGHT FASCIA, PAINTED GIP.BD. L*HT FASCIA, PANTED GYP.BD. b"WOOD CROWNMOLPRYs WITH DWIL 6' WOOD CROUN MOLDING WITH DENTIL �— PTD.GYP.BD. �— PID.GYP.BD. b"WOOD CI87UN MOLDING WITH DENTIL PTD.GYP.BP AMMONS o TEMPERED 0 TEMPEFRED \ �— M.GYP.BD. GL. \ X A, L\ G` OPEN TO Gil� ll l5u""uII �O� I1Vl�J II OD SPACE TOILET B'HIGH BASE MOLDING WITH W' / / S•HKl1 BASE MOLDING WITH I/4' �� B"HIGH BABE MOLDING WITH I/4" ROUND AT FLOOR BEE FNISH . Ar // RSCHEDULE OUND AT FLOOR SEE FINISH i� B�DDULE FLOOR SEE fMISa IF1I IF1I SCHEDULE / ® LA v LI LL L7 IS ELEVATION NO. IID - ELEVATION NO. S - ELEVATION NO. 11 CIRCULATION SPACE CIRCULATION SPACE CIRCULATION SPACE L� p RD RY .' �WALTED CEILMCF DAMNED . GYPSUM BOAR7� REVISIONS: N0. DATE DESCRIPTION ' LIGHT FASCIA, ==CROWN=OLDWS PANTED GYP.BD. DENTS. PrD.GYP.BD. LIE OF AL.T. LME OF ALT. LINE OF ALT. LME LP ALT. PTD.GYP.BD.� �—PTD.GYP.Bp. OPENING MOLDING BOTH SIDES, LRE OF ALT. 5/4"X 8 X S'14514 PLINTH BLOCKS y' r X B'FLUTED VERTICAL TRIM PID.GTP.BID. V X 12"TOP BOARD WITH 31/2" \ CROWN MOLDING AT TOP OPEN TO TONING �—P .GYP.BD.� BASE,SEE FINISH Q BASE,BEE FINISH BABE,SEE FINISH ADULT SPACE BCFEDULP SCIEDULE SCHEDULE S'HIGH BASE MOLDING WITH V4° ROMAT FLOOR SEE FINISH SOEMEELEVATION NO. 13 - ELEVATION NO. 14 - ELEVATION NO. 15 — ELEVATION NO. 16 — DIRECTOR'S OFFICE - 101 DIRECTOR'S OFFICE 101 DIRECTOR'S OFFICE — 101 DIRECTOR'S OFFICE 101 ELEVATION NO. 12 CIRCULATION SPACE LIE OF ALT. LIE OF ALT. LME OF AL.T. PTD.GTP,BD.60FFIT �-PID.GYP. l BD.—� a o�' 1 V4'WOOD ® ® FIRILIL=B LL / \ MOLDING,PAINTED PTDIE .GTP.BD. - E D k// \\ // \\ I'fOLPMG,PAINTED PTD:4Tp.BD. /// \\\ •'}` �223E6 {OPY N DI Naw \ / N 2V2°WOOD CHAIR 2 V2'WOOD CHAIR \\ // \\ // RAIL MOLDING CHAIR \_ \\ // w RAIL MOLDING \—PTO,GTP,BD. RAIL MOLDING \_PrD.GYP.BD.� AM,SEE FINISH \ / \ / �'Gam'�'`\ \ / BASE,SEE FINISH ,� PROJECT NO.: FILE: A601 ML00 .. —� eMaeE SEE 6CIEDUCE \ / \ / \ / BaEpuLE SCALE: 1/4"=1'-0" DATE: DRAWN BY: TLV ICHECKED BY: JAT ELEVATION NO. 11 - MEETING ELEVATION NO. 18 - MEETING ELEVATION NO. 19 - MEETING Q ROOM — 006 ROOM - 006 ROOM - 006 0 II'-IP �ja N INTERIOR DROPPED SCFFIT LINE OF AC.T. PTD.GYP.BP. DR7PPF.D SOFFIT b" FM"Y WD. LIE OF AL.T. w CIERRT UD. LRE OP AC.T. 4 EQLL41.SPACES b'CFERRY LME OF AC.T. Q CROUN hIOLDMG CROWN M01.DI1GIT 46 ELEVATIONS " T 1R'cHERRT /// "`• � ��D � � vz uERRr o ve'DUERiwY D.PANELS UO.PANELe f w GL up.PANELS U - 0 L UDOLPRIQBIAII,i L _ \\ 'nom„ ' L - CO \ o0 / I 4'CVERRY UIOOD'" 4'QE1�21WOOD 4•CFEIwRY LLDOD 4`DERRY WOOD 00) . BASE,BEE FINISH BASE MOLDING BASE fIQI.DMG BASE MOLDING .. BASE MOLDING ELEVATION NO. 20 - MEETING SCEDULE RA1L1�a� ELEVATION N0. 21 - ELEVATION NO. 22 ELEVATION )NO. 23 - " ELEVATION NO 24, 7A6 - 01 ROOM 006 CONFERENCE RM. — 002 CONFERENCE RM, `* 002 CONFER£NCIE RM. IDID2 CONFERENCE RM,' - 002 Y Y ROOF CONSTRICTION y ' -., . —•.. 40 YEAR SELF SEAUNG AEFwALT Rea - SHNGLORGRA111LDINGPAFPRCNE/4' ; .- oEArYq HARVEY A aSS0( ATES EXrERIXt GRADE TDN�iIE Ano GROD�E 0 6 PLYWOOD RODE RAPIERS,EEE PUNS �� _ TAEV AR C H TECTS 121 E Main Street, Riverhead N1' 516 208 9655 FAX 516 208 9656 wrtER AND LEADER SYSTEM � ( � 12 West 32nd Street New York, NY 10001 212 563 0565 Fax 50 0611 E _ y EASE MOLDING, _ m m ' WE FNISH EGEDULE ; WDOD ELOCKR4 A'- ERCK RETURNS - �FLOOraNG, - LEADERS AND GUTTERS I WE PNIEH_ I k\' _ WMf7,OW PROFILE F•ETAL EIRCK TIES SCHEDULE CONCRETE PLANC SILICONE CALLKM WOOD SILL DIRECTION FLASHING 1�, Iihdl'IINItliANI I,IJl�bVLhAAH.,L� X WOOD TRIM / PRECAST STONE sale SEEP raLEa•14'on WITH DRP .-- i FETAL CLIP ANGLE 9 m m ( GROUT SOLID —' - R190D 81LL F1oLDNG EEHND MASHING CI I'XSgOD RM mm T GRA 000 C C STRUCTURAL ENGINEER 1 82"EXTERIOR GRADE PLYWOOD - 07ETRICH ENGINEERING, P,C, UD'ELOCKRY, STRUCTURAL HETAL STUDS, - - GTPSII'I BOARD I 344 LENOX ROAD HUNTINGTON TEL. 516.427.5540 j -. STATIONN.Y, 4 FAX, 5 6427 E — ST 0 N 17 6 1 AS73 EEE STRUCTURAL ._ r 1' 1114- M.E.P. ENGINEER ' , _- _- - - - I I' V4"LUAN SCFFIi EOARD m I GRaUT 5at11D W/CCNiNJOIU VETNfaNG DIETRICH ENGINEERING, RC. ' I/4"LUAN SCRIT 50AFD 344 LENOX ROAD HUNTINGTON TEL. 516.427.5540 H' UV CDNiNuous VENTING - STATION X AD FAX. 516.427.4573 DECORATIVE aRf�.KErs -' ._ SEE DETAIL E/A3-01 - LANDSCAPE ARCHITECT I^X WOD TRIM - WALTER K. PULVER ' 134 NDRTHFIELD RDA➢ TEL 516,232.2025 HAUPPAUGE, N.Y. 11788 FAX. 516,232.2037 I EVE DE AIL WINDOW SILL DETAIL FLOOR FDN. DETAIL SOFFIT DETAIL 2 SCALE: 1 1 =1 —0 3 SCALE: 1 1/2"=l'—O" 4 SCALE: 1 112"=l'—O" 1 SCALE: 1 i 2 =1 —O ALTERA` ONS 70 MAMMCCK C AURD EL � LI LLL(11� LI REVISIONS: 1`40, DATE DESCRIPTION G."so Ale ippTO�,� -4 f y � +r �2Z3eE {p4! N `pFr NLM a) L PROJECT NO.: FILE: A702MLOO SCALE: AS NOTED DATE: I . DRAWN BY: TLV CHECKED BY: JAT a V DETAILS A Y - - Do 06 A7 - 02 T L I o EAM9 HARVEY A ASSIB ATES ARCHITECTS 121 1 Main Street, Riverhead NY 516 206 9655 FAX 516 206 9656 _, Mun A R wRm „m„ NM A APG4lD 12 West 32nd Street Now York, NY 10001 212 563 0565 Fax 563 0611 re w MAIM L MWA re re CM U4•PARrIGL 00401 'LVIL tlO�, LT PARtM.4.p[YIOI UEAMT DOOR rG°wna Luf4 rea rl�wic u�nwt! w'PAIlrICN eoNolrNeiui.rROAM) o, ' Y4'1%4RTIUL MOAID) T ' O)ACAOTAOL!M V0ON (4 AO•WTML!Mp.YLAON MC CAM M]S IIDDA D40'E PAM ANO AAOM'OTO mm LAmW 010M'Ere �lr9lf:,EAEiO fM'PAT"NOA } fW- LAr•WR ff/rOlOAUre LLIfll aura) ]4'MRTN:AL 0040, 41'IURfIGAL COAIO) r R11 fEWR MA1231.1 AH RLL HOOHT OAORAPL.AAH RLL HAWO PAORAPLAAH MAORC L~m aMfPLAIIC L~9 m MASM L~9 M Y4•PART"1040) ]4•PARR"BOARD) M4'FAMC4.OMM) n STRUCTURAL ENGINEER —4-HW MAFUPLA•H 4•HION OAaRMRJIN rPLAATA:L mm m rT+ 4'HIM PAOWLAIIS4•PAROUL ROAD) ATANRAODMHc DIETRICH ENGINEERING, P.C. mmcL TRN W'PARr"NAWJ ��.p rmapAull�omi nuew aou Wm�� « 344 LENOX ROAD HUNTINGTGN TEL. 516.427.5540 eHm A n[Dureo STATION N.Y. 11746 FAX, 516,427.4573 M•1 b ROAI6 Wm N ILaIAm + RCOgONAre YAlll PLIlEM1 WW1 i ' ' cO1MlR ]'.P �� ]'•I' ffLA LA Tff W _ MAMLY1 vm M.E.P. ENGINEER MA00c L~tm (PWTOL4WAre W W-PANW-4L 00/10, omm" aOIOR ]'-1' CAMEII ] Y L,'PARTKAL 0040) SH'FARt"DOW) LI•PAW"ROAM) 3 ppA0 V04101IIW/EL07[0 �' gYW✓ONLWA"mlm ra' MP LA mDH r-r v,;P/Rr"mom) ,y, .y. ,� Ayres mmm L4+Aymm DIETRICH ENGINEERING, P.C. NO PAWR 60A10) ,j, WO PARt"0c ) 344 LENOX ROAD HUNTINGTGN TEL. 516.427.5540 aR wMALL WAIMl5 aM L4'PAWR 00401 (n.Anc 6~Tew ,�, $ iP STATION N.Y. 11746 FAX. 516.427,4573 14•PART"0040) $ aAOAli DOOR 0.0CKatl AT ED YWL 1M1A00a L41NAre ON MMM L~1 aH ftmc Lmwm m A, M4•PARROAL 0040, I Tui•/IDP m) A' wRAxlweta A T'' a LANDSCAPE ARCHITECT v+ P'� p0A1O1 o1vEPAtl'ab daaeElA LL4'mm WALTER K. PULVER u1aE PW Alb epaf�!'n a. n pf�O WIPIATEa n ii'�rw rix eRo�) } 4 w•rAR e ) 134 NORTHFIELD ROAD TEL. 516.232.2025 (PL/0.11�LMIfIIN�AIOt aH • 3 t!~i4Af:IN01G�LL Ma y � 6 ,^ Y4•PAWM ROAM) 4 {, • • AAAR CANNEM n } L HAUPPAUGE, NN, 11788 FAX, 516232.2037 N4'PAROOAL BOARD) 4 aM'L�N110 re(M fFA L4T4Are ON L4'PAROCAL OOAIO! v4' W4'PARIICAL GOND, • ' R�{AiICAR ON RO't0IA0.!AORIf PA14 M4'PART 0040) Ta!KIOC I@»�A0.0 AfLEN P4Fl ''� ?LNTf:ON�.Y�MakuTLT1 fMEM1b cL.WN4re CN fRATIOL4IMATFW ✓cGM[E4ID RIXLlR LATd0 PAW" 0401 44'PARrIGL 0040) L4'PARIIGL GOND, fRAOaL mm R] Trla4A/flG L4+MAre m KKKn n PAW"50AM) M„PARTICAL 0040) OLaOCAE A Rlaur00 r �, 0.0tlCMOAI4eD11ED y s � r r•r ]`a rx CABINET SECTION CABINET SECTION CABINET SECTION CABINET SECTION CABINET SECTION CABINET SECTION / 4 SCALE: 3/4"=l'-O" _ SCALE: 3/4 =1 —0 QSCALE: 3 4 =1 —0 SCALE: 3 4 =1 —0 2 SCALE: 3 4 =1 —0 SCALE: 3 4 =1 —0 4 i D woeL AETA IPLAMG ROW M .. PARrIUl00401 -. } OcAmmR m'POATEre cM PAW"WARo) HSTM AS ALIT ° ° YMNS TO MAMCTUCK 11KTMMV m.iawm "mLAUREL 01 ' RLL HIWOAAy0NA��c�1�0C1PLAH eTM4te�iuTHweM6 WOR, rPwllgwtVL4iwre w 6=0 0W01Fli euc LA"m4o1� ` ICAL'Yb/]O) MAUL OOAIo) o rcooiDMAre wTH Ptu'eur.W W , 0 4 rtue� iu ea LR ATN RUN F AIJ LL LI tfDOpNAre CA M ) L� � LI LL. F - enreL PLLL ' PARIIC4.Ma4O) M4aLPn r' MNe WN IAA m e e o � AM n if _ r lc LN and PAIMIGL REVISIONS: 6 PARTY. Raw) � N0. DATE DESCRIPTION n a Xlac ia!IaL1. PARf1aA1.lONO) !D V.IF. AY' vu ' O O O O O O - EE]_ __ I 0 �LvLO AA d�rITOQToti'i,A • •A r > tT 0 A 0� N e ap NIL { rn PROJECT NO.: 9182.00FILE: A80 LOO SCALE: AS NOTED DATE: 6-2-99 DRAWN BY: T.U. CHECKED BY: JAT a V O CHILDRENS PROGRAM RM. KITCHE CABINETS 7 SCALE: 3 4 =1r0'r-- 8 SCALE: 3 4 =1 mm —0 MILL WORK DETAILS T N O .. - DO - - tb 01 0 . - , i , , _ oLAWU � � 9 WQWUEfl &ASSO R ES, ARCHITECTS . . ! - 121 E km Sheet, Riverhead N1 516 206 9655 FAX 516 208, 656 . SEE DOOR CxLA85 SEE DQOR SEE 1 DOR EE DOOR SCHEDULE EE DOOR SCHEDULE EE DOOR SCH ULE SEE DOOR CLASS 1 12 W 32nd she New Yak NY 16001 212 563 6565 Fm 563'0617 -f Vl5lON 7 SCHEDULE V{SION SCHEDULE SCHEDULE ' '� SGHED4ILE � PANEL 7 1 1 I PANEL '"° . - I j ", w w .9 a � Z � � o tl I Lu _ a a " I a a i� A I a Lu w w _ w = _ _ ;7" `n .s -1 X [V N -1 IQI (() fl1 U STRUCTURAL ENGINEER 0 QI � OL ,i w iY - DIETRICH ENGINEERING, P.C. o % ROAD H NTINGTGN TEL. 516,427,5540 3 4 LE ❑ U O 4 LEN \\ N OX>- - o 0 21.011 .I o II II }- o 0 1-- . STATION N.Y. 11746 FAX. 516,427.45 .3 S / / \\ O 6 0 � I a a a r a a //I \ Lu w w w w : Ll w w w w I w � M.E.P. ENGINEER N N N 344 LENOX ROAD HUNTINGTON TEL 516.427,5540 DIETRICH ENGINEERING, P.C. I " -/ _ STATION N.Y, 11746 FAX. 516,427.4573 1:' LANDSCAPE' ARCHITECT e WALTER K. PULVER 1 134 NORTHFIELD ROAD TEL. 516,232.2025 , i}pr� HAUPPAUGE, N.Y. U788 FAX. 516,232,2037 - mL v. 4 rMLE �/ 5 SL V. C SIMEV. C) SLEV. E ELEV. 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Fl i FLOOR LEVEL - ' ' , ° ° - 4 lM• - - - - - 4 r •�` - - _ .}��}. • • ' 100 IRS CARET WOOD Pm.GTI?OD. ACT -. �. - I I �-, • ' " -• ', • . 101 TOILET CT CT CGPm AQ 0'WAINSCOT Ci � . . ' • - .- • If - ti 0 STORAGE CAR-0 VINYL PD.GTR BD. ACT y.. ' c_I : - T• .,%-4 �- .STEELLII& IOf oppAm C4FET W= PIC GYP.W. ACT -"• n • STEEL LINTEL. > • ' • . ' '(am 61R+omi ' , - . d . (SEE,STI.DWGSJ �' BACKER ROD 4 SEALANT W STAFF CARPET eOOD Pry,GYP.BD. ACT - , . �. ♦' --• - - �' „ I�x, • J. - V! 100 STACK,VEA CAI�EY W?OD PID.GYP.eD. ACT _ /kT 5� �p(l (� .. t I - p_ . °_ - camur SOLID , - • •°4-- �--- - W�11T eoLID 10► ,'BaoDICALe G4FEr WCCO PD.GYP.pD. .r4LT WDD� II �O011UlAJ CSI N . : ISI DnF,mm amm CARET YIOOD PID.GTP.eD. ACI . - _. - : 77 WIS�EUII(nI II QDIIVJ O l�J x' 1 ' i r T . - � 115/16' VARIES I ". Y Roe ELEVATORLODAY a m PID.GYP.BD. ACT :. :+ r , S" . r . , w . p - HOLOW METAL FRAME Itl0 LOIRBY R CT PID:GYP.CO. ACT - r" I �.,,.. 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CONCRETE 4000 'PSI AT 28 DAYS l = LANDSCAPE ARCHITECT o- --------------- 2, WELD WIRE FABRIC SHALL BE L - _ - - - - _ - - 6x12 - W2.9xW2.0 AND SHALL CONFORM TO ASTM A-185 � TO BE LCLEANESAND WALTER K. PULV R 2' MIN. ABOVE 134 NORTHFIELD ROAD 516.232.2025 GROUNDWATER AND GRAVEL HAUPPAUGE, NY 11788 816.232.2037 VIRGIN STRATA ��RTH f AREA = 65,325.91 sq. ft. 10' MAX. 3' MAIN. F� 1 .500 ac. LEACHING POOL _ I 3 EXISTING 1"0 s tt om WATER SERVICE y To REMAIN SECTION THIQU 5E07IC ZANK INSTALL NEW 6"0 _ I , FIRE MAIN ! AND LEA,CHIN6 POOL < SCALE / =1 -0 -- - 06. � ... ,t. NEW 6"0 WET TAP .- Lu NEW CONCRETE PAD THRUST �ul� � ,f0//,CfllN/u//,F/ �, UNIT A(SEEODWG� NO RH1.01)-- D(U� L,VG}' OF POOL C'Ulrti<,L,T CIiL'RCy BLOCK NEW 6" li VALVEALL NEW 2"0 NEW 2" 4 • "1 GAS SERVICE REMOVE EXISTING _ - - "I� r _ COKG PLAT�OR"'I 1"0 GAS SERVICE s GAS VALVE-/ ', �( -�rt�- - _ Ise of ATFOrd1 `- r _--. LE/I$TnR I RC _ r-- x,91..3 __- 4_ t I� CCIvC F,'.vC ` 5TOG<4r E�Gcc r.+.A'CET __AFFROX =CINING LINE d, 5 3 1 = -- _i ADDITIONS & �( r. I' l REMOVE EXISTING r fpei " _ ALTERATIONS TO r FOR DUMF5TEIR I _ A/C CONDENSER _ UNIT �fR01 r)� a: °�D �TIC7JN • SII -7�_ p�yp( �f C7 , I�� '��IA� EXISTING 10' DIA, LEACHING yrs= POOL TO BE PUMPED OUT ''ter- _ • ) REMOVE EXISTING REMOVE EXISTING AND REMOVED DURING BLDG.I r A/C CONDENSER SANITARY SEWER PIPE �� EXCAVATION RG4 ,,LL UNIT r"`1 10' 10,0 x16 DEEPjl INV. EL 45.3' f IN. LEACHING POOL + _ INV 45.05' ' - 'i 505, � , INV. EL. 45.5' t _ Cel INV p; 1 e-. �_ - � ' � `L �'� �7 'f �- � N1 � � � n J/ � / I _ I —FAINTED L'hE5 rI • , - 3 � - ' --- - - � D �l! LI�� 'tip <, Cz v I Dc CF o3 L 'D c Ill � -' p -cul 0 61DELJALK -- = y�J \ .nn ,ALL, /+ ud j V /� TO MEET EXIST. ssv:a %"aP r' -_ -J 151,, 7'I N`, SIGN '<IH��,1 44.10 - GIJ F` - _ - "� I� + rV , , z rd"_- 4 � �� G'�- / i, X1';5; j _ vent trm E RaGK i v A i , _ 6 DtWALK /W/SYe� iSYiY/bf3fYrJ�/i5/ rYhW� + ? a ,..- Y a I IFIV. EL 44.20' O ��Vii, 1 i�e r� s C N - -� �F A„m P MANHOLE C - _' V ••- TRAN51TIOU GJF PF \ a -- -_ +_ - _ J F 0 t p.2� N. INV. EL. 44.90 .% , - y ll1' NE. INV. EL 45.0 —cJRs t' -BIT FAvrr� � �I�� S. INV. EL. 44.80 � � �_ � REVISIONS: 69 LF-4'l 1 - % �, .�j +? NO. DATE DESCRIPTION AT 0.27 INV. EL. 44.70' 8""0 x 5' DEEP _ -_ I, -- E%13^NG JlOOCS TO REMA N -- fr SE IC TA DEPTH _ I ��-^=_ SEPTIC TANK d �� 0 `46 MAP - N �-- = _SII 5 �0„ W d MANHOLE N. INV. EL. 45.20 �I S. INV. EL. 45.10 j MANHOLE E. INV, EL. 45.23 _ - -= - i E. INV. EL. 45crr5 •'",- S. INV. EL. 48.ni5 ,f y STORY GONC'RETE CI< & FRAME BUILDING i co O7 +i 0411 J - 'Sapa[O 440 F:.'";5'[F 47,3. 6' O` T T iT P r SANITARY SYSTEM CALCULATIONS DENSITY EQUUIVALENT CALCULATIONS BUILDING AREA = 12,760 S.F. AREA = 65,750 SF / 43,560 SF/AC = 1.51 AC FLOWS = 0.03 GPD/SF ALLOWABLE DISCHARGE = 600 GPD/AC x 1.51 AC = 906 GPD 7pt 022988 +OP DAILY FLOW = 0.03 GPD/SF x 12,760 SF = 382.80 GPD DESIGN FLOW = 382.8 GPD < 906 GPD w ow Naw SYSTEM IS ACCEPTABLE SEPTIC TANK w PROJECT NO.: 9182.00 FILE: 9919—SP1 FLOW = 382,80 GPD x 2 DAYS = 765.6 GAL w USE = (1) 8' DIA. x 5'-0" DEEP (4' LIQUID DEPTH) r SCALE: 1" = 2D'-0” DATE: SEPTIC TANK W/FLAT TOP SLAB DRAWN BY: I CHECKED BY: KHD Q LEACHING POO S FLOW = 382,80 GPD O UTILITY ALLOWABLE LEACHING RATE = 1,5 GPD/SF SIDEWALL AREA SIDEWALL AREA REO'D = 382.8 GPD / 1,5 GPD/SF = 255.2 SF SITE PLAN 10' DIA. LEACHING POOL = 31.4 SF/LF Q LEACHING DEPTH REDO = 255.2 SF / 31.4 SF/LF = 8.13 LF USE _ (1) 9'-0" DEEP LEACHING POOL a a 2 W N I m O! 020" Tco a ' p H O F F D C H A « " n o EaTTY6 HARVEY A ASSOCIATES ARCHITECTS W x D M. TOo RTORICE ARCHITECT, P.C. SEE PIER I r ' 'SCHEDULE �I EXIST. GRADE I I 1152 Montauk Highway Wale Nll, NY 10976 516 726 2013 Far 516126 2016 6J12 AT 4'-0" 12 West 32nd Street New Yank, NY ID001 212 563 0565 Fox 212 563 0617 va + 16" O.C. r #rt x Lr a' r CONCRETE FOUNDATION 4 Y '/N --------�-----------------� F 4, o SIE TIES AT 12" O.C, w sah t 112CR16 4'-0' SCHEDULE) T3 4" BRICK I a a a iBRIDGING o 11,S ; 'k 5'-0" D.C. #5 AT 6' O.C. ;^die ra^' Hz 6TS12 UGHTWEIGHT a E W T&B I MORT R j TRACK CONCRETE TOPPING .- % I I I STRUCTURAL ENGINEER u ry n 1ST FL. EL. ?'-?" /�� - y '' " ' ' ' 0 I DIETRICH ENGINEERING, P.C. -< � f1`t4i^'r++w4i:.rx.+:" --- + "'�" M I 344 LENOX ROAD 516.427.5540 " k $+ .r "' _� ``-`x r,r$R .!" � y, . x, ; O a 4 1 o i i HUNTINGTON STATION, NY. 11746 516.427.4573 M.E.P. ENGINEER NJ BUILD G I 344 LENOX ROAD 516.427.5540 10" SPANCRETE EL. ?'-n" ' a �j M, l' r SERIES .75-10712 o HUNTINGTON STATION, NY. 11746 516.427.4573 8% 8" FLUE " +" z r 'G'1d`< �..+: •� LANDSCAPE ARCHITECT 12% 12" FLUE . T + r r WALTER K. PULVER SAND AND 134 NORTHFIELD ROAD 516.232.2025 8 #4 DOWELS " SA�4A rfi� �;: - #4 AT 12" E.W. e- ' �` ' COMPACTED GRAVEL BASE HAUPPAUGE, NY. 11768 516,232.2037 " v . « , r L „ r SUBGRADE SEE SCHEDULE >;,ya THIS DRAWING r W BRICK CHIMNEY _ BUTYL RUBBER NEFOR HRU UNITS SEALANT z y W x D (SEE FOOTING SSCHEDULE) '+ i ?�?! r SCALE: 1" = 1'-0" I a ,ISS N #Si DOWELS 6"x 6" — 10/10 GA. WWM , �`*A AT 12" E.W. ^' 'R / 3 8 ALTERNATE LEGS TYPICAL FOOTINGLPIER DETAIL " SCALE: 1 = 1'-0" REINF. SPLICE AND DEVELOPMENT LENGTH � ' ° L (IN INCHES) 6 MIL� v t w { xr iL ♦E:* . VAPOR BARBER POLYETHYLENE f 3 #s BARS (UNLESS OTHERWISE SHOWN ON DRAWINGS) EL. ?'—?" t_.tlr' •r ::" _ 4" COMPACTED . . .:,. .. SAND & GRAVEL BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 . PIER SCHEDULE 2" COMPACTED 2 _g 1/2" EXPANSION SUBGRADE MARK SIZE REINFORCING TIES JOINT FILLER SPLICE TOP BARS 16 22 27 35 413 63 so tot 124 LENGTH OTHER BARS 16 16 20 25 34 46 57 73 88 ADDITIONS P1 14"x 14" 4 #5 BARS #4 AT 12"" VERT. • ' ALTERATIONSS TO DEVELOPMENT TOP BARS 13 17 21 27 37 46 61 78 ss �� - - - - LENGTH OTHER BARS 12 12 15 is 26 35 44 5s ss uV�uVUWW��U TYPICAL WALL SECTION LAUREL y n n yin SCALE: 1REL " = V—O" LAI I FOOTING SCHEDULE . AVOID SPLICES IN REGIONS OF MAXIMUM MOMENT. IF THIS IS NOT U �L POSSIBLE STAGGER SPLICES SO THAT NOT MORE THAN 50% OF THE BARS ARE SPLICED WITHIN A REQUIRED SPLICE LENGTH MARK OTHERWISE INCREASE SPLICE LENGTH BY 30%. WIDTH LENGTH DEPTH REINFORCING �� MORAR u� • TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN w V 12" OF CONCRETE CAST IN THE MEMBER BELOW THE REINFORCEMENT. F1 4'—D" 4'-0" d6" 6 #4 BARS EACH WAY - WALLS ARE CLASSIFIED AS OTHER BARS. F2 6'-0" 6'-0" 16" 17 #4 BARS EACH WAY SAWCUT EXISTING REMOVE 5'-0"x 5'-0" CONCRETE SLAB FOUNDATION WALL REINF. SCHEDULE SECTION of EXISTING /2" EXPANSION _ CONCRETE FLOORRSLAB AB JOINT REVISIONS: AND REPLACE TO WALL THICK. REINFORCING MATCH EXISTING COLUMNS 1/2" EXPANSION EXIST. CONCRETE #4 AT 12 E.W. NO DATE DESCRIPTION - JOINT FLOOR SLAB NEW EQUIPMENT EXISTI'. 4" CONCRETE 14" THICK #4 BARS EACH WAY 6"x 8"x 5/8" SAWCUT EXISTING PAD FL00)R SLAB BASE PLATE CONCRETE SLAB #4 BARS EACH WAY 8" THICK ' (4) 5/8-0 ANCHOR BOLTS w U BARS SAME SIZE AND 'ro SPACING OF INTERRUPTED SPLICE W 2 a w WALL REINFORCMENT .,:t,�d.,�, H,P�y' ,aa we;. ti.. y'�a,, ., , , ` '• �': LENGTH TYPICAL 4 SIDES I t � #Es TAsy BUT COLUMN PLATE DETAIL ANOTsHANoMIN, INTERRUPTED WALL REINF. rl, COL.zE TOP PLATE BASE PLATE SAND AND EACH SIDE OF OPENING GRAVEL BASE 3 3/8 3/6 -�}- COMPACTED SUBGRADE HOOK REINF WHERE BARS CANNOT EXTEND SPECIFIED FOOTING DETAIL N0: F1 LENGTH BEYOND OPENING L-0 -�- O -� SCALE: 1" = 1'-0" INTERRUPTED HRU EQUIPMENT PAD DETAIL BARS SCALE: T " = 1'-0" 5." f REINFORCEMENT AT OPENINGS IN � O O O O o`•tE4v T •w�cy� . SEE SCHEDULE REINFORCED CONCRETE WALLS F-----'I CORNER BARS X MATCH OUTSIDE FACE ' _ NO SCALE a OUTSIDE FACE HORIZ. BARS (EXCEPT AS SEE SCHEDULE NOTED IN PLAN) D" � 4'}' . ,C ,M 3• OUTSIDE FACE WHERE APPLICABLE, PROVIDE ;T �e •t 3/4' THICK 1' THIGH 13/1e'e eolr HOLES 13/18Y BOLT HOLESt#„ { 1 * t a' / REINF. AS REQUIRED TO SUPPOR Gr 1 0' „ DOWELS TO MATCH SLAB BETWEEN INDIVIDUAL Na +cn�' d SIZE AND SPACING SMALLER OPENINGS . wJ 0" r° ry; w '' '�rA'y;1 y' Ir{,°� �A't�: Y �d4d`:,' I 'A,, fHa �'^"e'"� 5i .s3a � H 'I °` � '•• w } OF HORIZ. REINF. y PROJECT NO.: 9182.00 FILE: 9919—S3 „ 1 ' t_'0•Q SCALE: 1/8" 1 -0" DATE::3/6 O HORIZONTAL BARSPLICE m ROUND OR RECTANGULAR _ DRAWN BY: MA CHECKED BY: KHDLl HOOK ALL 3O HORIZONTAL PROVIDE AT LIQUID INTERRUPTED OPENING SURROUNONG 0 CONTAINING STRUCTURES BARSBARS ONE MORE SMALLER ONLY OPENINGS LAP OUTSIDE BARS OR LL BARS AT OPNG SECTIONS PROVIDE CORNER BARS AND DISCONTINUOUS HOOK REINF WHERE BARS AN DETAILS AS SHOWN ENDS OF WALLS � CANNOT EMEND SPECIFIED LENGTH BEYOND OPENING r SEE 'SICHEDULE � ' O O FOR EXTRA BARS AT CORNERS - ` 0 0 SEE IPLANS - ADD EXTRA BARS, NOT LESSTHAN;50% OF INTERRUPTED W - - - 8:, AT CORNERS AT, ENDS AT INTERSECTIONS AT REENTRANT CORNER BARS BUT NOT.-LESS THAN 2- #5 T AND 2- #5 B EACH x 16" i6' _ - SIDE OF OPENING — TYPICAL FOUR SIDES. BARS SHALL 'EXTEND TO CENTERLINE OF SUPPORT AT BOTH ENDS OF :1 NOTE: FOR ADD'L REINF. SEE 'PLANS. OPENING. to + 13/1E�'0 BOLT HOLES m 131YTHICK BOLT HOLES aREINFORCEMENT AT OPENINGS IN PLAN OFHORIZONTAL REINFORCING OF CONCRETE, .WALLS AND. DEEP BEAIMS REINFORCED CONCRETE SLABS SCALE: 3/4„ = 1 r`0„ - NO SCALES3 01 ' G D ( R A ; F H G F __ T BEAMp HARDWEV o ASSOVATES ARCHITECTS 111111° TORIONCE ARCH ff ECY, P.C. ' i 1152 Montauk Nyhwoy Wafer IMI, NY 10976 516 726 2013 Fox 516126 2016 12 West 32nd Sine! New Yolk, W 10001 212 563 0565 Fax 212 563 0617 200A, 240V, 10 PRIMARYNEW MAIN - 400A, 120/24OV, 10 SECONDARY DISTRIBUTION PANEL NEW LIGHTING NEW POWER NEW POWER 00:5 50 KVA PAD MOUNTED TRANSFORMER 0 0/T PANEL LP-1 PANEL PP-1 PANEL PP-2 1 - 200 AMP 200 AMP 100 AMP 120/240V 10 120/240V 10 120/240V 10 40 CIRCUIT 40 CIRCUIT 20 CIRCUIT METER ..•- 1"�_- ' STRUCTURAL ENGINEER 2P 344 RICH LENOX ROAD 516.427.5540 P.C. 516.427.5540 #4 GND 10' COPPER Atf! HUNTINGTON STATION, NY. 11746 516.427.4573 �i0 100A 200A GROUND RODS (TYP) 1 m 2P 22M "N MN225A mmN 2°M BUSS MN MAIN BUSS euss suss M.E.P. ENGINEER I y DIETRICH ENGINEERING, P.C. 344 LENOX ROAD 516.427.5540 HUNTINGTON STATION, NY. 11746 516.427.4573 1 3 6 #3�O THHN, #1/0 GND 3 1-1/2"0 CONDUIT ND LANDSCAPE ARCHITECT �2� 3 0 CONDUIT 2°p# /0 THHN, #1/0 GND 10 1(3)#310 THHN, #4 GND WALTER K. PULVER ROAD FLOOR 134 NO'RTHFIELD ROAD 576.232.2025 2-1/2"0 CONDUIT HAUPPAUGE, NY. 11788 516.232.2037 SERVICE FROM LIPA ` I AREA - 65,325.91 sq. ti. 1.500 cc. x 13 7 a UTILITY POLE 200A, 240V, 10 PRIMARY r7 w (3) 2 ' 0 THHN, #4 GND 40OV, 120/24OV, '10 SECONDARY ONE LINE DIAGRAM 2-1/2 0 CDT. ,si-.a P;",ru' 50 KVA PAD MOUNTED TRANSFORMER SCALE: NONE IN WEATHERPROOF ENCLOSURE ' 4y�10' E ', • _ : (6) #3/0 THHN, (2) #1/0 GND - 1 1 -0j' 0= + erenn 1 2 3"0 CDT r - bl I ' OFT COOD CCl/: . _.. rr ___ �,� I � — w. —couc. RL4_1 - 1 1L. I�_- _` �___I, z •pi_ LI `�1 _-_ ._C HST^GKdDEL POC / CN BCH.LID " =EL F05T r.,. ., CMG '� - . I .- -- —__ -� .. �nG r, +G ,. a5 �i W - 11"�__... _�. WJ-_—_ ._ r�: � . -$TOCK.a.,.. _,._ ..,-. _ 'PARC% 'C'f�-:� _:hE , _ _ _ __ ADDITIONS & �� '-DISCONNECT EXISTING � �- � r= to A/C CONDENSER I� 1 M1 � _ _ ALTERATIONS TO � r p y � {, iY - �I UIN��.' j ��vl ��iti�,1�L: E:.1(~J jr� I ��)IV � • .ti. 111 fl � i_"- , I DISCONNECT EXIST _Z: ! A/C CONDENSER I �� .UNIT LAUREL 505 , OI �,,' I - -.�'��'-�1 Ift �� 1 ', 1 rl 'a)LF �� , _=moi T % Y . °.-. , ate 1 '� wl 1, - F.IINTED L NF6�-' moi ,_ -__ - •co D D D �� - - A1' �� I"j GURB SIrJEWPLK o"ruFu�C �1 ,gip" -_ ._ - JR - - - - � RARY TO MEET EXIST --r- ��ICNT e- �I / I .i,o �i �i . �1 - —�J—]� - l�� , �� - ,. & � /' D \ -TRAN61T10N CURB /T-2 IZ REVISIONS: 4 i I� NO. DATE DESCRIPTION 1 ..,CCK GR„F� 1 j� OS°46 90 — Y— — • h ( I S'OR' r ONCRET;"��, f N � UII.DINC UG,V 179 0 ,FSI-771 �.i 012/.L'TLbr" o' vall' o,r - _ _ m t kE'£Ve 4j,3 t.oweo 4A o -1 y •O •A 1 So KVA > � � G?2366 +OPT TRANSFORMER Or 3"0 ACTIVE HOLE o o STEEL PIPE _ " 't STEEL WATERSTOP N N<'N CORE DRILL r rL `Lr ' .( WELDED TO PIPE .. SLEEVE PROJECT NO.: 9182.00 FILE: 9919—E1 m corNDulr e < w L SCALE: 1" = 20'-0" DATE: ,. 3"0 SPARE vBUILDING 6" HIGH - n c o PIPE SIZEPIPE SIZE CONDUIT VARIES _ DRAWN BY: MA CHECKED BY; KHD WALL CONCRETE PAD ' VARIES G 2'-0" FILL VOID WITH SILICON FILL VOID WITH SILICON ELECTRICAL n CAULKING (EXTERIOR CAULKING (EXTERIOR O 2-1/2"0 CONDUIT SIDE ONLY) O v FROM LIPA SERVICE SIDE ONLY) m io MODULAR SEAL Q SI TE PLAN io o MODULAR WITH STAINL SS ° ° EXISTING BUILDING w .v >r NEW BUILDING STRIP WITH T s 4 ? r WALL (THICKNESS °a c " e WALL THICKNESS r s1T, VARIES) a ' ' r a ( STAINLESS STEEL a v t ,;', J (, C7 PvI STEEL NUTS AND VARIES) NUTS AND BOLTS d BOLTS e 6" HIGH - CONCRETE PAD _ - NOTES: 1. MODULAR SEAL STRIP SHALL BE PLACED SO THAT NOTES: 1. MODULAR SEAL STRIP SHALL BE PLACED SO THAT BOLTS CAN BE ADJUSTED DURING NORMAL OPERATION. BOLTS CAN BE ADJUSTED DURING NORMAL OPERATION. a ' .. 50 KVA - 2-1/2"0 CONDIUIT 2 -3"0 CONDUITS pip TRANSFORMER FROM LIPA SERPVICE TO METER PAN TYPICAL PIPE' PENETRATION ci TYPICAL PIPE PENETRATION THRU EXISTING WALL THRU NEW WALL (USE FOR ALL NEW WALL PENETRATIONS)PAD' DETAIL (USEFOR ALLEXISTING WALL PENETRATIONS) r El 01 SCALE: NONE " + NO SCALE NO SCALE C F E " B A � 9 - ' I ARCHITECTS M. TORYONCE AIIIICB ECT9 PA 1152 Wntauk High1q Wafer Mill, NY 10976 516 7262013 Fax 516 726 2016 12 West 32Dd Street k York NY 10001 212 563 0565 Fax 212 563 0617 00 STEEL PIPE � 1' , STEEL WATERSTOP SLEEVE - WELDED TO PIPE SLEEVE , ROOF PIPE SIZE a/a•Hw VARIES B/4•Cw ' FILL VOID WITH SILICON STRUCTURAL ENGINEER CEILING CAULKING (EXTERIOR DIETRICH ENGINEERING, P.C. $ SIDE ONLY) 344 LENOX ROAD 516.427.5540 JAN ^ MODULAR SEAL HUNTINGTON STATION, NY. 11746 516.427.4573 TOILET STAFF TOILET CLO TOILET a s NEW BUILDING STRIP WITH w 3/a'r 101 3/4•0 104 a/4•r a/4•r 111 117 1 i2 +, WALL THICKNESS NON-FREEZE NON-FREEZE NON-FREEZE NON-FREEZE STAINLESS STEEL _ , HOSE BIBS HOSE BIBB 7 HOSE BIBB HOBE BIBB NUTS AND BOLTS �. VARIES M.E.P. ENGINEER 1 LAV / SINK LAV LAV LAV - DIETRICH ROADENGINEERING, P.C. WC WC WC 516.427.5540 NOTES: 1. MODULAR SEAL STRIP SHALL BE PLACED SO THAT HUNTINGTON STATION, NY. 11746 516.427.4573 ' /4•"w BOLTS CAN BE ADJUSTED DURING NORMAL OPERATION. MAIN LEVEL Fl W 3/4.OW LANDSCAPE ARCHITECT z• cAB 3/4` w WALTER K. PULVER 2 GAS 134 NORTHFIELD ROAD 516.232.2025 CEILING TYPICAL PIPE PENETRATION HAUPPAUGE, NY. 11788 516.232.2037 REDUCED PRESSURE THRU NEW WALL INSTALL NEW 2'0 BACKFLOW PREVENTER cAs MtLEVEL INSTALL NEW Ye (USE FOR ALL NEW WALL PENETRATIONS) " WATER METER NO SCALE HOT HRU-2 HRU-1 WATER SINK SINK LAV HEATER WC LOWER - NEW 2•0 EXISTING 1'0 CHILDRENS KITCHENETTE TOILET GAS PIPE WATER PIPE TO PROGRAM RM 004 009 REMAIN 001 COREDRILL HOLE ADDITIONS & GAS do WATER RISER DIAGRAM PIPE SIZE — ALTERATIONS TO ISCALE: NONE VARIES FILL VOID WITH SILICON C� � K CAULKING (EXTERIOR MATH SIDE ONLY) LAUREL MODULAR SEAL o - o EXISTING BUILDING n WALL THICKNESS ' WITH STAINLESS - ( r7 ^ n I� STEEL NUTS AND " ° ° VARIES) fl D lu"p1 II„M STETS o � ILI`U 'IIIIIFLLLSIIIWIIJnI5111J( NOTES: 1, MODULAR SEAL STRIP SHALL BE PLACED SO THAT ' BOLTS CAN BE ADJUSTED DURING NORMAL OPERATION. TYPICAL PIPE PENETRATION THRU EXISTING WALL REVISIONS: N0. DATE DESCRIPTION (USE FOR ALL EXISTING WALL PENETRATIONS) NO SCALE T•P a ROOF Y N 2• VENT 2• VEW 4' VER 9 CEILING JAN TOILET CLO TOILET STAFF TOILET 111 117 112 104 r 'n 101 Y N I 4' VENT LAV SINK LAV LAV IAV 4• VER i 4"0 TO SANITARY WC WC D(SEE DWG. NO. SP1.01) WC ISPOSAL SYSTEM 4' VER Cz z' MAIN LEVEL z• z' CO O 2 4' 4' 4 4"0 TO SANITARY T0. 9), SYSTEM 6� Azln_�P �•---- '—"�4: ILA. 4• 2• vENr 4' 4• (SEE DWG. NO. SP7.01) a -''dd' CEILING14 4" TRAP 4, 4" TRAP ti 4"0 FM TO SANITARY rte , DISPOSAL SYSTEM S" d �7 r (SEE DWG. NO. SP1.01) : : JV NILBp j0� r N[ m SINK SINK WC LAV PROJECT NO.: 9182.00 FILE: 9919-133 SCALE: 1/8" = V-0" DATE: LOWER LEVEL FD FD CO CO CO z• 2• CO z• •` DRAWN BY: MA CHECKED BY: KHD 4• Q 0 PLUMBING 2' 4• 2' O 2' 4• - a DOMESTIC WATER 4' 4• CHILD4,WS • ffiTCHENETTE TOILET 0a PROGRAM IRM 004 009 RISER � 4" TRAP 4" TRAP 001 = I� I S E R DIAGRAMS SEWAGE EJECTOR PUMP STATION m SANITARY RISER DIAGRAM m SCALE: NONE _ 2 P3 - 0 I a C V H 0 I F E' . ;' I D C IB I A ` r I m o EaM9 HARVEY I ASSOCATES T , o�a 9 ��IG3NIEY ASSONATES ARCHITECTS .� n��pyn�,1� MOM, (� EXISTING IlVllo 7ORYONCE W��II 11� M, PoCa BIULT—UP ROOFING � _ � D METAL ROOF FRAMING CONDENSING UNIT ON EXTERIOR SLAB j F 0. ' ;:` 12 Wd lank Si hwqeel New Y Ati11, hY M016 12 %3 265 Fax 516 726 2016 �E j• � 12 Wes132od SUeel New Yodc, M' 10001 212 567 0565 faz 212 563 0617 r' METAL C STRAP d iETAL C STRAP a METAL SCREWS METAL SCREWS � 2 HILTI ANCHOR •� HIT C-20 OR THROUGH BOLT i 0 o AS REQUIRED 0 0 0 0 ° ° o ° •' STRUCTURAL ENGINEER DIETRICH ENGINEERING, P.C. SEE NOTE 1&2 BRACING ANGLES SEE NOTE 1&2 BRACING ANGLES 344 LENOX ROAD 516.427.5540 HUNTINGTON STATION, NY. 11746 516.427.4573 HRU DUCT AREA LESS THAN 8 FT2 DUCT AREA LESS THAN 8 Fr 2 2 M.E.P. ENGINEER HANGER SPACING HANGER SPACING DIETRICH ENGINEERING, P.C. LIQUID LINE 344 LENOX ROAD 516.427.5540 DUCT CROSS- MAX. HANGER DUCT CROSS- MAX. HANGER (COPPER TYPE L) HUNTINGTON STATION, NY, 11746 516.427.4573 SECTIONAL AREA SPACING SECTIONAL AREA SPACING 0-4 FT.2 8 FT. 0-4 FT.2 8 FT. LANDSCAPE ARCHITECT 4-8 FTz 6 FT, 4-8 Fr.2 6 FT. WALTER K. PULVER e FT2-OVER 4 FT. 8 FT.2-OVER 4 FT. 134 NORTHFIELD ROAD 516.232.2025 HAUPPAUGE, NY. 11788 516.232.2037 SUCTION LINE (COPPER TYPE L) SIGHT GLASS HEATING/AC UNIT SOLENOID AC-A TYPICAL DUCT SUPPORT DETAIL TYPICAL DUCT SUPPORT DETAIL VALVE FOR LOWER LEVEL PLAN FOR MAIN FLOOR PLAN FILTER DRIER SCALE: NONE SCALE: NONE SIGHT GLASS (RECOMMENDED) ' MAIN SUPPLY AIR DUCT 1ST FLOOR AIR BALANCING SCHEDULE MARK SUPPLY AIR RETURN AIR OUTSIDE AIR EXHAUST AIR RESULTING REFRIGERATION PIPING SCHEMATIC PRESSURE SCALE: NONE ADDITIONS & 45' HRU-1 3500 2800 700 - +700 ALTERATIONS TO BRANCH DUCT EF-2 — — — 20 —20 EF-4 — — 35 —35 WH W EF-5 - - - 40 -40 `OPPOSED BLADE VOLUME VENT 1 - - - 300. -300 'pn (� DAMPER SIMILAR TO YOUNG VENT 2 - - - 300 -300 LAUREL SERIES 820A—LN W/403—C REGULAR TOTAL 3500 2800 700 � 695 +5 MAIN DUCT W 111f O.B.V.D. 3 LOWER LEVEL AIR BALANCING SCHEDULE REVISIONS: MARK SUPPLY AIR RETURN AIR OUTSIDE AIR EXHAUST AIR RESULTING NO. DATE DESCRIPTION o� 3/4"D. PRESSURE HRU-2 2500 2000 500 - +500 o- ~OPPOSED BLADE VOLUME EF-1 - - - 40 -40 DAMPER (OBVD) SIMILAR TO YOUNG SERIES 820A-LN W/403-C EF-3 - - - 35 - -35 W2 REGULATOR VENT 3 BRANCH DUCT CFM _ _ �- N - W1 X MAIN DUCT CFM TOTAL 2500 2000 500 475 1 +25 SUPPLY AIR DUCTWORK BRANCH DUCT CONNECTION SCALE: NONE » Top y STEEL WATERSTQP QO RTQ�� 7; STEEL 7PE CORE DRILL � WELDED TO PIPE _ HOLE • o' ' F SLEEVE SLEEVE e. PIPE SIZE PIPE SIZE ti 7> 022388 ,w0 VARIES - VARIES ` �Op Ng,N FILL VOID WITH SILICON FILL VOID WITH SILICON CAULKING (EXTERIOR CAULKING (EXTERIOR SIDE ONLY) SIDE ONLY) PROJECT NO.: 9182.00 FILE: 9919—H2 y SCALE: AS SHOWN DATE: MODULAR SEAL NEW BUILDING DRAWN BY: MA CHECKED BY: KHD MODULAR SEAL • > EXISTING BUILDING STRIP WITH WALL THICKNESS WITH STAINLESS F' :o WALL (THICKNESS STAINLESS STEEL VARIESO — STEEL NUTS AND VARIES) NUTS' AND BOLTS Q BOLTS . n F� HVAC NOTES: . G NOTES: 1. MODULAR SEAL STRIP SHALL BE PLACED SO THAT NOTES: 1. IMODULAR CAN AL STRIP SHALL BE PLACED NORMAL OPERATION. W Q BOLTS CAN BE ADJUSTED DURING NORMAL OPERATION: BOLTS - w DETAILS AND 06 SECTION TYPICAL PIPE . PENETRATION TYPICAL PIPE PENETRATION THRU EXISTING WALL TFIRU NEW WALL (USE FOR ALL EXISTING WALL PENETRATIONS) (WISE FOR +ALL NEW WALL PENETRATIONS) - to NO SCALE NO SCALE - * m W 01 H2 - 0 11p lA I a A H ( F F 11 D C H