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Home My WebLink About43539-Z �pguiFat,�C Town of Southold 2/18/2020 3o Gym 0 P.O.Box 1179 C* 53095 Main Rd D4A ' �501 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41085 Date: 2/18/2020 THIS CERTIFIES that the building COMMERCIAL Location of Property: 350 Aldrich Ln., Laurel SCTM#: 473889 SecBloc"ot: 125.4-2.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/8/2019 pursuant to which Building Permit No. 43539 dated 3/8/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS TO AN EXISTING BUILDING AS APPLIED FOR The certificate is issued to Mattituck Park Dist of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43539 08-21-2019 PLUMBERS CERTIFICATION DATED 09-20-2019 nF' cella Plumb' g (10 hSignature TOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE oy • a� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43539 Date: 3/8/2019 Permission is hereby granted to: Mattituck Park Dist PO BOX 1413 Mattituck, NY 11952 To: make additions and alterations to an existing building as applied for per SCHD approval. r At premises located at: 350 Aldrich Ln., Laurel SCTM # 473889 Sec/Block/Lot# 125.-1-2.6 Pursuant to application dated 2/8/2019 and approved by the Building Inspector. To expire on 9/6/2020. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $386.00 CO -COMMERCIAL $50.00 Total: $436.00 Buildin Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50 00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 7.2- New ZNew Construction: Old or Pre-existing Building: (check one) / (,Location of Property: S-6 /�/�� .c�t� ,�,a,cl 1z-9Z, Poe—1 House No. Street Hamlet X Owner or Owners of Property: 1V,4 T,-rh k Suffolk County Tax Map No 1000, Section /a Block O Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Si nature pE S �j�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Mattituck Park Dist. Address. 350 Aldrich Ln city Laurel st: NY zip: 11948 Budding Permit#: 43539 Section. 125 Block. 1 Lot. 2.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA- IVID Power Contracting License No- 33345-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 7 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 6 Twist Lock Exit Fixtures Combo SD/CO Other Equipment: Exhaust Fan-1, In-Wall Heater-1, GFI Breakers- 2 Notes* Inspector Signature: Date: August 21,2019 S.Devhn-Cert Electrical Compliance Form As -.�:?>�•.r>>,::.air;�.�''a't7.``^T "'z ;."_-, :`�. I •_?fi':\ d''I-_� (-'`', T s Mif Full t'iFanex i X1-3'15 MaiTt Road Y t a a ° i 4.3 !65-95112 i l P.0 Box 1179r SEP 3 0 2019 -.. J"Ut1i�lOFt�i,t*F'$'�.�1t}A�.—`� }��$ x,�F` a�.:r �s�x;��''° .\��cif try„ a717.1-111, BliIIJANG F3��r3s�''IP.e I `i`'�;' + 1"; }l k;s'ti 1'x- F - ,' TO OF _30 UTROLID 3�t•b. Septemer 20, 2019 Buildam,;Perr st'NoA 43539 1 r: Mattiuck Pare District pwz i=, I'iscella Plumbing ,eating, inc. ,?lease-priatt) I certify than.the solder 9 sysitlli co.n ira'; [mss all 2'40 of 3% lead, M ' l _ cc Juyn,k.rc,:2, Siure) ``"" `V\V nA Sworn to bdore,nw. this day of 20 t cl MARIE FORELLI AUSILI NOTARY PUBLIC-STATE OF NEW YORK No �;Public ��1r//��""( AI � ;�ap�E�; No 01F06361958 Qualified In Suffolk County My Commission Expires 07-24-2021 �o�aOF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. lourm 0�' 765-1802 INSPECTION ` [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: fa[44AD /� r ` (a a DATE INSPECTOR / �aOF SOUI�o # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPEC ION [ ] FOUNDATION 1ST MnUGH PLEIG. [ 1/p6UNDATION 2ND [ INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: gV1 ON Kf at& n ro o ✓ 91LJAJ O vo� DATE INSPECTOR pF SOUIyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. • ao 765-1802 INSPECTION �- ' [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. 49 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE /� INSPECT0R`Z ` �72 � OF 50UTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ,qjaL A V64"(K bviV 4 Y--V-� DATE INSPECTOR SOF SOUTy TOWN OF SOUTHOLD BUILDING DEPT. `ycourm e�' 785-1802 INSPECTION , , [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND -[ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)'?AlV1ejgAf►j [ ] CODE VIOLATION rl CAULKING REMARKS: DATE '' INSPECTOR ��OF SOUTy� "AATOWN OF SOUTHOLD BUILDING DEPT. o �o courm N�' 765-1802 INSPECT-ION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ I LATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0 DATE INSPECTOR LICAA L. x McLean Associates, P C. 437 South Country Road • Brookhaven • New York • 11719 CONSULTING ENGINEERS (631)286-8668 • FAX(631)286-6314 • 1krna rr 1krna com Associates RAYMOND G.DiBIASE P.E.,PTOE,PTP,PRESIDENT and CEO CHRISTOPHER F.DWYER ROBERT A STEELE,P.E.,EXECUTIVE VICE PRESIDENT JAMES L DeKONING,P.E DANIEL P JEDLICKA,P L S.,VICE PRESIDENT STEVEN W EISENBERG,P E. ANDREWS SPEISER MATTHEW C.JEDLICKA,LEED AP KEITH J MASSERIA,P E. VINCENT A.CORRADO,P E February 26, 2019 Town of Southold Building Department 54375 Main Street(NY-25) P.O. Box 1179 Southold, New York 11971 Attn: Mr. Michael J. Verity, Chief Building Inspector Re: Mattituck Park District Aldrich Lane Garage Addition - Rebid LKMA Project#: 16121.000 Dear Chief Building Inspector Verity: As requested I am enclosing an original COMcheck Envelope Compliance Certificate for the addition to the Aldrich Lane garage. The design has passed 9%better than code. I am also noting that the plans submitted have been prepared in a manner that meets ICC ANSI 2009 requirements. Should you require any additional information on this project, do not hesitate to contact this office. Very truly yours Joseph M. Catropa, , AIA Senior Architect JMC:jmc CC: Christopher Dwyer, Associate • Founded in 1950 • L11AAL. K. McLean Associates P C. 437 South Country Road • Brookhaven • New York • 11719 CONSULTING ENGINEERS (631)286-8668 • FAX(631)286-6314• 1kma@1k-na corn Associates RAYMOND G.DiBIASE,P E,PTOE,PTP,PRESIDENT and CEO CHRISTOPHER F.DWYER ROBERT A STEELE,P E,EXECUTIVE VICE PRESIDENT JAMES L DeKONING,P.E. DANIEL P.JEDLICKA,P L S,VICE PRESIDENT STEVEN W.EISENBERG,P E ANDREW B SPEISER MATTHEW C.JEDLICKA,LEED AP KEITH J MASSERIA,P.E VINCENT A CORRADO,P.E March 6, 2019 Town of Southold Building Department 54375 Main Street (NY-25) P.O. Box 1179 v '; Southold, New York 11971 Attn: Mr. Michael J. Verity Chief Building Inspector }i Re: Mattituck Park District Aldrich Lane Garage Addition - Letter Addressing Wind Zone Compliance LKMA Project#: 16121.000 Dear Chief Building Inspector Verity: As requested our office herby certifies that the structural design of the Aldrich Lane Barn Addition meets or exceeds the 130 MPH wind zone requirements defined in Section 1609 within 2015 IBC. Additionally, the single exterior window will be provided with wood structural panels per section 1609.1.2 exception#1 on the premises after construction and before a final certificate of occupancy is issued. Should you require any additional information on this project, do not hesitate to contact this office. Very truly yours Joseph M. Catro a, , AIA Senior chi ct JMC Jmc CC: Mattituck Park District LKMA File Copy •Founded in 1950 • 4539 LIURAL. K. McLean Associates P.C. 437 South,Country Road • Brookhaven ® New York • 11719 CONSULTING ENGINEERS (631)286-8668 • FAX(631)286-6314 • lkma@lkina.com Associates RAYMOND G DiBIASE,P E.,PTOE,PTP,PRESI E �O w �- t , CHRISTOPHER F DWYER ROBERT A STEELE,P E,EXECUTIVE VICE PR STBE T JAMES L.DeKONING,P E. DANIEL P JEDLICKA,P.L.S,VICE PRESIDENT STEVEN W.EISENBERG,P.E �v- ANDREW B.SPEISER APR Z2 2019 MATTHEW C JEDLICKA,LEED AP KEITH J MASSERIA,P E April 17, 2019 VINCENT A CORRADO,P.E Town of Southold _ T. Building Department A 54375 Main Street(NY-25) P.O. Box 1179 Southold, New York 11971 Attn: Mr. Michael J. Verity Chief Building Inspector Re: Mattituck Park District Aldrich Lane Garage Addition -Letter Addressing Wind Zone Compliance LKMA Project#: 16121.000 Dear Chief Building Inspector Verity: This morning I visited the Aldrich Lane Barn Addition to inspect the fiberglass batt insulation located in the new walls and ceilings within the ADA Toilet. I observed that the Kraft Faced Batt Insulation with R value of 21 was being installed between the wall studs and R value of 38 between the ceiling joists per contract documents. At the time of the site visit the plumbing wall was not insulated but remained opened for a plumbing inspection scheduled for the end of the month. The contractor also noted that one (1) piece of insulation was not fully installed between two ceiling joists because he had to tie in the toilet exhaust prior to inspection. It is the intent of the contractor to complete the installation of the batt insulation once the plumbing has been inspected and approved. Should you require any additional information on this project, do not hesitate to contact this office. ery truly yours Joseph M. Catro , AIA Senior Architect JMC:jmc CC: Mattituck Park District LKMA File Copy • Founded in 1950 • L11AAL. K. McLean Associates, P.C. 437 South Country Road • Brookhaven • New York • 11719 CONSULTING ENGINEERS (631)286-8668 • FAX(631)286-6314 • lkma@ana.com Associates RAYMOND G DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO CHRISTOPHER F DWYER ROBERT A.STEELE,P.E,EXECUTIVE VICE PRESIDENT JAMES L DeKONING,P.E. DANIEL P JEDLICKA,P L.S,VICE PRESIDENT STEVEN W EISENBERG,P.E. ANDREW B.SPEISER MATTHEW C.JEDLICKA,LEED AP KEITH J.MASSERIA,P.E. April 19, 2019 VINCENT A CORRADO,P.E. Town of Southold Building Department 54375 Main Street (NY-25) P.O. Box 1179 Southold, New York 11971 Attn: Mr. Michael J. Verity Chief Building Inspector Re: Mattituck Park District Aldrich Lane Garage Addition Permit#43539 LKMA Project#: 16121.000 , - i Dear Chief Building Inspector Verity: APR 2 5 2019 i The morning of Wednesday, April 17, 2019 I visited the Aldrich Lane Barn Addition to inspect the fiberglass batt insulation located in the new walls and ceilings within the ADA Toilet. I �• observed that the Kraft Faced Batt Insulation with R value of 21 was being installed,between the wall studs and R value of 38 between the ceiling joists as per contract documents and code. Should you require any additional information on this project, do not hesitate to contact this office. Very trul Joseph M. Catro a, A, AIA Senior itect JMC:jmc CC: Mattituck Park District LKMA File Copy • Founded in 1950 • ... �- r - FOUNDATION (IST) MI ROUGH FRAMING PLUMBI' c lit,%11111211%W" NG 0061 1 �l.��;,m,a LINSULATION PER N.Y-. ENERGYSTATE • 1 a n. v j i ROM gom3mroffWASM. ADDITIOOMMENTS - !i �.� i- \ i to s - T6WN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health Sr-DHS-Wastewater Permit SOUTHOLD,NY 11971 4 sets of Building Plans X TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 2 —Survey X Southoldtownny.gov PERMIT NO. � J Check Septic Form la(y.S.D.E.C. TeNitees C.O.Application a' \V�/ Rood Permit Examined ,20 D .- Single&Separate ® Zwss Identification Form �torm-Water Assessment Form ntact: Approved ,20 � �� Disapproved a/c �® 9 1alan%L Expiration _,20 ui ing nspeor APPLICATION FOR BUILDI. WT Date January 31 _,2019 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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 waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building pen-nit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( i ature of applicant4re-,if a co a ion) P.O.Box 1413,Mattituck,NY 11952 (Mailing address of applicant) State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Owner Name of owner of premises Mattituck Park District (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Doris McGreevy,Commissioner&Co-Chair (Naive and title of corporate officer) Builders License No. V 8 gr//n - f-1 =�4.iv �a wr�i-a o,� 7e/d 4/% Plumbers License No. Electricians License No. Other Trade's License No. /'(KI pG REE #16 94 SC k45/-;&-4 6'-7 /44"A rAd,G ,/G//OA' , ) 1. Location of land on which proposed work will be done: c 350 Aldrich Lane Laurel House Number Street Hamlet County Tax Map No. 1000 Section 125 Block 01 Lot 2.6 100 Subdivision NSA Filed Map No.NSA Lot NIA 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Wood framed garage b. Intended use and occupancy Wood framed garage addition with handicap accessible bathroom(employees only) 3. Nature of work(check which applicable): New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. business-maintenance work 7. Dimensions of existing structures, if any: Front 33' Rear 33' Depth 34' Height 22' Number of Stories 1.5 Dimensions of same structure with alterations or additions: Front 10' Rear 10' Depth 34' Height 8' Number of Stories' 8. Dimensions of entire new construction: Front 10'(43'overall) Rear 10'(43'overall) Depth 34'(same as existing) Height ��'—n3/� Number of Stories 1.0 9. Size of lot: Front 453' Rear 453' Depth 576' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Ac 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13.Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO X 14.Names of Owner of premises Mamtuok Park District Address P o.Box 1413,Mathtuck,NY 11952 Phone No. 631-298-9103 Name of Architect LX McLean Associates P.C. Address 437 South Country Rd Brookhaven,W 11719 Phone No 631-268-8668 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Doris McGreevy being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Corporate Office(Co-Chair&Commissioner of Mattituck Park District) (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 that the work will be performed in the manner set forth in the application filed therewith. Sworn to efore me thilel� day of20/q��'" l +`31 ATE , utr : 1 Pulft State of New York• l/ - i*= eta 619R(r2.0392 Notary Publi .. :' - �� S„ County Signature of pplicant CoA1tU1Q9190&p m05/13/3QA Scott A. Russell ,��°SU '�� 1F01K1\\41WA\,1F1E1K SUPERVISOR AM[A\INA.G1EM1EN F SOUTHOLD TOWN HALL-P.O.Box 1179 y' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT T INVOLVE ANY OF THE )FO LWWING. Yes No (CHECK ALL THAT APPLY) ❑Q A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. E]F&] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. '❑© E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in,-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. �C If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date Distract NAME Christoper Dwyer, L.K. McLean 125 --a1 2& 2/6/2019 arms Section Block Lot p ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information ,631-286-8668 (TrI,phmrc Number) Reviewed By: - - - — — — — — — — — — — — — — Date: `�,4..15_ /I Property Address/Location of Construction Work: —[y4Approved — — — — — — — — — — — — — 350 Aldrich Lane Laurel NY for piocessing Budding Permit. Stormwater Management Control Plan Not Requn ed. — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 OFF BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHO�L { I r� �` x y RJ � , J, Z� :rte Town Hall Annex - 54375 Main Rd - PO Box 1179a � j o • Southold, New York 11 911 X0959 p� Telephone (631) 765-1802 - FAX (631) M-95622019 dal �a roger.richertCcDtown.southold.ny.u]37Ts Jo4,n IC)Fr[, rl J�.1�71h'S ��r�f�.�O� ,a171�..bs71+.Y APPLICATION FOR ELECTRICAL INSPECTIO�1 REQUESTED BY:- Date: Company Name: 6\_ Name: License No.: 3`�j� -If`n� email: Address: Phone No.- JOB SITE INFORMATION: (All Information Required) Name: Address: 'M(ZZ1 1� Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: .I Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YE / O Rough In �F!in:al Do you need a Temp Certificate?: YE Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 1" Request for Inspection Form.xls 1 1 \ (� e � ` ✓�pAm - 5--k f x lk n iMme` ' too flfl u ;c J s ° rJ . �* Al IJ, ^'.+qct-'....-�. all e � r. syr , •' �k1 i s r ' �.s' ��-%?-r"`- "rr � .r�`✓p'i' H �5`r � �,y s oalCsp .ws rf�ye Yol (, _ 1 f 1, All Y' V 1 4 / ..t �� iJ�sflP�"'y - � t't r e t 7�• .��%�5 � r + I�l r yn ";�x ., ' r � - ;. ..• ''� •��.+,fiy�t' _, .� �� L. is • Y� r c�,:.. ,dk.;� ,�t•� + +Yrs' •_.�� t' * - � yi ,�� tet" 1 .�T Oki -4 Oki- . •f 1 T � 4 ,�,. eye r� _�r '��.4• N p� �irL sa ,r'�,, rtw r P. •k J . , r � \ . . �, . y ^ M "It,1'�,� � � t f ti �q 9 ' l " �' 4 a iµ7 ' &�� .y�,')- ,�•,yz_ `y` ,fir,;_ '%�y,. f' •.`,'#,ih.. j t s. y f .,�� 11 b:.' �� +h '�� r-+°g +�.��S�ll+rat• �' � i y r �I r } •�r"' - .� ��.. �, ,� Vis. ;. wi �`'�. z^' '�` yr-ia, �ay '� ".4r,,... 3 ,l E '"`.�c _•+�T. . _� "fin."F�\' s._�-.,,`' -9^-: T `' y .� ...' �^' `-\ � is a� �,.. ��}F��'- �,,.�.� y-' /'��'>•. e'u'r ��"�' ,.,QBE' x ; ip ti t y Vim. 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SHIP TO SOLD TO ISCRIPI'IUI+1 UNIT ®L,NTITY UNIT PRICE AMOUNT r_,•. ,r r a - rp - TUTAL ORDERED YARDS TODAY ALLOWABLE TIME AL 7 UCKS DRIVE OVER SIDEWALK AT CUSTOMER'S RISK I :'` Tex 20 MINUTES ALLOWED FOR UNLOADING 1 TO 6 CU YDS.. 30 IBES 6 PLUS TO 10 CD. YDS.- ,gyp MINUTES FOB OVER t0 CU R�C �ICY ;,. 1 �- : ■ A � 1 h M ss! K � udre Edge insulation r r �_. � � t �� t i` �I e(. a � �_ ,. i- 4 jy .s ^�.. rw- �'a ^ted r'y� `'i... � � A�'�� +S. a ` r � 1� i �+I. �., .: �' 4�. 3 Y 1 L It um A,�tv pis" _. ..1�,��.•�y �..w.r.4'.' �..v max, te' r:rl al+ u � Y`. �` .' ,��" ��` �'� k i i f i J r� .Y. 7 �K w t 'ANG ww.1Ml F a 1 �n � 4 :`'jt - m_.w • Ap �. qw Y vp 4 - 4 1 t � A "A � L z 6' 5 Irwr�a r. 'P.0 • r � w w d e•: L � z i c^w� �f w � �� '- i ;: �� r x �, ' �;. ti � ��`. ..: I� �� LETTER OF TRANSMITTAL IR WIN CONTRACTING INC. 671 OLD WILLETS PATHr1 HA UPPA UGE, NEW YORK 11788 j PHONE (631) 434-8400 FAX (631) 434-8444 �j SEP 3 0 P019 TOTown of Southold Building Department DATE September 26,2019 PO Box 1179 ATTN:Susan Pontino Southold,NY 11971 RE:Aldrich Lane Garage Addition WE ARE SENDING YOU ® Attached ® Sent Via THE FOLLOWING ITEMS: USPS ❑ Shop Drawings ❑ Prints ❑Plans ❑ Samples ❑ Specifications f ❑ Copy of letter ❑ Change Order ❑ COPIES DATE NO. DESCRIPTION 1 original Town of Southold Building Department Certification by Plumber These Are Transmitted as checked below: ® For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For Review& Comment ❑ ❑ FORBIDS DUE 20 ❑PRINTS RETURNED AFTER LOAN TO US REMARKSPlease fmd enclosed above noted document for your records. If you need any additional information,please contact this office. Thank you. COPY T0:ICI-File SIGNED Michelle Masry ®��pF SOUjyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 0 �� lyc�UNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD September 30, 2019 Mattituck Park District PO Box 1413 Mattituck NY 11952 Re: 350 Aldrich Lane, Laurel TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Electrical Underwriters Certificate A fee of$50.00. t/ Final Health Department Approval. \� V Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) -Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT —Add/Alt L11AA L. K. McLean Associates P ❖ 437 South Country Road • Brookhaven • New York ® 11719 (631)286-8668 • FAX(631)286-6314 ❖ 25 Newbridge Road • Suite 304 . Hicksville • New York • 11801 https://www.lkma.com RAYMOND G DiBIASE,P E,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A STEELE,P E,EXECUTIVE VICE PRESIDENT JAMES L DeKONING,P E.,VICE PRESIDENT CHRISTOPHER F DWYER STEVEN W EISENBERG,P E ANDREW B SPEISER MATTHEW C JEDLICKA,LEED AP KEITH J MASSERIA,P E VINCENT A CORRADO,P E TAMARA L STILLMAN,P L S February 13, 2020 Town of Southold Building Department 54375 Main Street (NY-25) R P.O. Box 1179 F E 8 1 8 2020 Southold, New York 11971 ORIGIN AL Attn: Mr. Michael J. Verity Chief Building Inspector ,< ` Re: Mattituck Park District Aldrich Lane Garage Addition -Letter Addressing Wind Zone Compliance LKMA Project#: 16121.000 Permit No: 43539Z Dear Chief Building Inspector Verity: As per our office's conversation with your office on 02/13/2020, the last outstanding item for the above-referenced project is the final SCDHS Sanitary approval.Please find the green stamped plan attached for your records. If should you require any additional information on this project, please do not hesitate to contact this office. Very truly yours Christopher F. Dwyer, Associate L.K. McLean Associates P.C. CFD:amb Enc: (1) CC: Mattituck Park District w/enc. LKMA File Copy w/enc. TODAY'S CHALLENGES I TOMORROW'S SOLUTIONS Since 1950 SCTM� 1000-125-01-225 SCiN� 1000-125-UI-225 ZONING AC-AGRICULTURAL CONSERVATION — 70NING AC-AGRICULTURAL CDNSEWATION A5287• N F THOMAS WOWAK N/F LAURES iATES PROPERTY OWNERS ASSOCNTON S28'I6'30'E EL _ I I I SCTM#' 1000-125-01-2 60 ZONING ACSE RICU-T C Fl CORSEWATION N/F LIATTITUCK PARKS'DISTRICT I I I N _ 1�� nZo i mrc �,xa rs-mr rrnns� I 25 av u - z _ I` _ x--- v—• \_a��_ e� x _ EXISTING WELL TO REMAIN cu(fork Cslm•10^p,-r:^,.ro`I'_^'I15:�r,a �� i e:P,rn.al tc-eo:-r..-•:n Ol sr l9zn�n2m Cmrdp D-pn Au i 1� I� Pefcrc^ce Nn L_ '� �— r—• yu r---T �� ^v (n uyts)/lmrON+�Errsnw-13WG �i�o_ t��'sNlf2.�' fnr piens h-vr Ixrn rn in ed a fn•pmerai cmlrm nux v�p.oflo;> Q 1-tnem o CI w•net An � Comte DQE[ ®1°"" �'I� a end c d•.2o f dd' sal Tp crl-dleEsof,;neL•ndsrrL_m':inn l„Ivc�:rsu;plv aae ,cuo r+A' 2' B • uy nlh t W e niched P-11 rnn2inc acend 1ppyr ylc cnnm}�mx I e FmnfcillY•+y ved by b-c d,con al m be nzz tri rP r xor orrewx, '�" ,we awxr�csr� I I m IL• -d- d' IBn r•ppmvel er a � y „I j• y J I ndarrec..aed. Prre ret Je APPIOnd Dalc Rcllnrcr 01 o �,\` � I �Foaw.�oc�B�ob 9norn j I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES _ 02- 10 x U \ --_-_- - `�— �` �� i ' Y x—' _ 17 MF AS PER COMMENTS FROM SCDHS DATED 12/4/17 RGD 1- _ rnmx i ? r ^. —' — --x-_. _ 12/7/ ? \ , �` —" u`atr vsvx eerrp Wu ' ' r+rc v __ ____________ �'+poi w7v7 r , _�._ DESCRIPTION APPROV ______ ____ ___r_----- — �- DATE BY REVISIONS- c --- --- '� LEGEND: --PROPERTY UNE EXISTING CONTOUR 2 —e —EXISTING ELECTRIC I —*—EXISTING TELEPHONE —ov—EXISTING CABLE TV +iw ——EXISTING GAS -s PROJECT LOCATION --- ST! 1000-125-01-260 ZONING AC-AGRICULTURAL CONSERVATION o EXISTING LIGHT POLE USE ATHLETIC FIELDS I MIF MATTRUCK PARKS DISTRICT EXISTING CHAIN LINK FENCE EXISTING WOODEN BUMPER RAILS 5 \\ EXISTING PORTABLE BATHROOMS EXISTING TREE I LOCATION MA EXISTING SHRUB \ —s— PROPOSED U G ELECTRIC N T S ' PROPOSED 1 25"DOMESTIC WATER SERVICE ALL PROPERTIES WITHIN 150' USE \ (NSF POLY PIPE) WELLS. \\ 0 TEST HOLE LOCATION /\ \\ 4SZ, PROPOSED SEPTIC TANK PROPOSED LEACHING POOL =,� \ _ PROPOSED 4'0 SDR35 SANITARY PIPE ,\ - � PROPOSED FUTURE EXPANSION POOL c \\ PROJECT -y+ o . - LOCATION EXISTING GATE TO BE MOVED TO 11 _ — — — I SITE MAP ALLOW FOR THE INSTALLATION I 1= o>� OF THE CONCRETE RAMP D� N T S N I _ I� 1 E%ISTING WATER e'(IN.) Soo_ .-2Y- 1 SERVICE'FOR g 10'(MIN I r \ EXISTING FENCE&SHRUBS TO IRRIGATION �ZN \`E"'��/'� Rw¢EV- BE REMOVED ONLY' Fo tiff ,,,s o� '(MIN) _ -__ I wM ng- O PROPOSED CONC RAMP F , >.w 5' IN (N RELOCATED PROPANE IJ Z2' ( ) ) TANK W/BOLLARDS 10'MIN II \ u EXISTING WELL _- HT \ —i fc� ) TO REMAIN " PROP 253 SF STORAGE 70 D' \e � I� I eiL'i+L��=tOL":':fYL•5'`L`'.,, EXISTING U G ELECTRIC TO BE _ 'I _. PROPOSED W0.L NT a Esy 1!r_: Lr) SLEEVED THROUGH PROP FOUNDATION ( -",' ,. I ! 4, AS DETAILED ^ In -_- WALL I I. O? T�''SP� �ZJIllG.v3 II V➢I FR GARAGE- `I ' :;erD 1.�%�iiC3 - 1 ION SLAB'' 'I PROP 11 7 SF BATHROOM 'e ( I 3 = 1017-E=2870) '.`S IT.:ITL.L-: `7, :r EX 340 SF STORAGE t4, ,122 SF) N EX 782 SF GARAGE I / T / i N n - e J —K �a PROPOSED U G ELECTRIC —� FOR SUBMERSIBLE PUMP / ^J 0- CONTRACTOR TO RESTORE y DISTURBED AREAS IN KIND / SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SITE DATA* n \ scTM@ 1000-125-01-26 \ \ SITE AREA. 60 ACRES I EXISTING BUILDING AREA 1,122 SF \`e PROPOSED BUILDING AREA 1,122 SF+300 SF- 1,422 SF O \ GROUNDWATER MANAGEMENT ZONE N NO EXISTING SURFACE WATERS/WETLANDS WITHIN 100' O 2 NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150'OF THE PROPOSED SANITARY SYSTEM NO PUSUC WATER WELLS ARE WITHIN 200'OF THE PROPOSED SANITARY SYSTEM ALL MEASUREMENTS ARE IN ACCORDANCE WITH US STANDARDS // 4 NO DRAINAGE STRUCTURES WITHIN 20'OF SANITARY SYSTEM O �`` i J 5 ALL VERTICAL ELEVATIONS ARE IN NAVD 1988 DATUM J N / 6 PROPOSED BATHROOM IS TO BE FOR EMPLOYEES ONLY.ALL VISITORS USING THE MULTI-USE FIELDS WILL USE EXISTING ON-SITE PORTABLE BATHROOMS � L _ _ 7 EXISTING WATER SERVICE IS TO BE USED FOR IRRIGATION ONLY N20+31'20�E 452.87' _ \ I \ 12/7/17 MF .45 PER COMMENTS FROM SCDHS DATED 12/4/17 ROD N SURVEY NOTES: �—o —R— 8/7/17 MF AS PER COMMENTS FROM SCDHS DATED 7/27/17 ROD — \ -" - - TEST HOLE DATE BY APPROV BY 1 MEASUREMENTS ARE IN ACCORDANCE WITH US STANDARDS BEARINGS SHOWN ARE +y \ \ _ _ I - DONALD DESCRIPTION o+ REFERENCED TO OBER 12328 OF DEEDS AT PAGE 520 I BY SEPTEMBER GE9 2016 ON '�z7_� el DRICH LONE SEPTEMBER 9 zots REVISIONS . 4,171-TO HARVEST LN 1985'TO FRANKUNVILLE RD 2 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND Y TEST HOLE ELE0.DARK ' SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK I DARK BROWN SANDY LOAM(OL) MATTITUCK PARK DISTRICT O STATE EDUCATION LAW EL 21 33' 1 0'BROWN SILTY SAND(SM) SUFFOLK COUNTY NY O - EL 19333 3 0' 3 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE SITE PLAN ALDRICH LANE BATHROOM ADDITION E LAND SURVIXSCALE 1'=20' OR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE VAUD TRUE PALE BROWN FINE SAND(SP) 0 xo bo tIE'1!y h 4 CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN Feet EL,520• - HIGHEST E%PEC7ED GROUND ot,� �Y.j-\ PROPOSED SANITARY PLA ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY WATER F1 ELEV.520L`IB O o THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS ET..3.33' 190' y ,? WATER IN PALE BROWN 3!T kL x o+ 5 SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS FINE SAND(SP) p " �•�`'`� L. K. McLEAN ASSOCIATES F.C. 1 PREPARED AND ON HIS BEHALF 7O THE TITLE COMPANY,GOVERNMENTAL AGENCY AND EL 1 33' it G. / CONSULTING OKMNEElt6 4TT souRx Cou9rev M.mtoopuvDL xLW YOM 11T1e LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION l Sheet No 10 C WATER ENCOUNTERED AT ELEV 3 33' `'+'''a5`\\�� Designed By MF/CFD Scale AS NOTED 6 CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT 'HIGHEST EXPECTED GROUNDWATER �•P!'{{Q('[55\� Approved By RGD MF' Dote APRIL 20 C2 ' OWNERS CALCULATED TO DC® EL 5 20 Drawn 8y Fie No 16121.0000 o j 7 RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED L _ _ ti J MFTAWC TYPICAL UTILITY 1RENCH WARNIN 70' MIN - 2'+/- FRESH AIR INTAKE PIPE W/SCREEN HEAVY DUTY&,LOCKING TAPE-CONRNUOUS \ IRON DUN&LOCKING CAST IRON CODER TO GRADE \ CLEANOUTS AND EXTERIOR DECK PLATES CAST IRON COVER TO GRADE 8'TRAFFIC BEARING (RIM ELEV 22 OB') F F ELEV-23 2' FLUSH WITH FINISHED CONCRETE (RIM ELEV 22 36') SLAB 8°THICK TRAFFIC a \ - GRADE ELEV=22 34' � BEARING SLAB \ i\PARE CONDUIT MIN 4"010. 25'( .(Mm) 2•_OJ M ROPOSED ELECTRIC SDR 35 PVC PIPE B° �� PITCHED MIN 1/4" 24" MIN 4"DIA 20" •• '• " \ TELEPHONE PER 1' 8° - 24° °x y SDR 35 PVC PIPE PITCHED __ --�"—R`—x y x \� COMMUNICATIONS 1 MIN 1/8"PER 1' - -- ---- x ®®®® CONTINUOUS WIRE / (COAXIAL CABLE) - / PROPOSED ` L�s INVERT(OL WATER SERVICE INVERT(OUT) I 6°� 1 ° ELEV 19 63' ®� ELEV 2030' o I 8• I ®®®®®E� TYPICAL UTILITY TRENCH INVERT(IN) I 40' 4' ELEV 2034' (EFF DEPTH) 'MIN NTS r •• INVERT(IN) INVERT(IN) ELEV 20 13' ` ELEV 19 50' CAST IRON PIPE SHALL EXTEND I ®�®EI�ElF�2•-0°~I THROUGH FOUNDATION WALL A loo 4 MIN OF 2' SANITARY TRAP •• ,_. 10'-0" T-I 0' Dw.--� BOTTOM OF TANK ®�EEI SECTION �� ELEV 15 63' 9'-8" STAINLESS (EFF DEPTH) ��j STEEL BOLT 1 700 GALLON CIRCULAR SEPTIC TANK FLAN1/8'THK WASHER NOTES OE�l®®ff�ED® 3/8"O-RING GASKET 1 CONCRETE MINIMUM STRENGTH 4,000 P S I ®28 DAYS °MAX 2ALL FRAMES&COVERS SHALL BE.WATERTIGHT,INSECT-PROOF AND Fs3Q®®EED® NOTES OR LOCKABLE I ®® ®Eg� 30 I 1 35B SPS CONFORMS TO ASTh1 A48 CLA35 30B 3 CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT --^1 358 SPECIFICATIONS EXCEED TWO FEET IN HEIGHT (TYP) 3 0' (MIN) 2 LOAD RATING FOR AASHTO&HS 20-44 HIGHWAY (MIN) I I FOAMING 4 UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON I 3 FRAME AND COVER AS MANUFACTURED BY LONG ISLAM EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY IT IS THE PRECAST OR APPROVED EQUAL CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL BACKFILL MATERIAL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PIANS CLEAN SAND AND 24"0 WATER TIGHT HEAVY GRAVEL BOTTOM OF 5 BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL LEACHING POOL DUTY FRAME & COVER COMPACTOR AT 6"LIFTS I ELEV 9 83' —I N.T 5. 6 CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY DISTURBED AREAS I_ ____——— — SUFFOLK COUNTY TYPE'F' SHALL LEACHING POOL DEL CAPPED DR PLUGGED ADJUSTABLE CASTING TO GRADE 7 TTMFiERWATER S13E AN 18-ERVICE AND ANDIMORAINAGEVERTI OR CAL SUTTIL TION BETWEEN 30' MI ABOVE NTS HIGHEST EXPECTED FINISHED WATER ATION -- GRADE ------ ADJUST TO GRADE WITH NJ.SHALE -----------------_.- x^111, ^r.o-:r RED BRICK 6 MORTAR(MIN OF 7 --------------------- r '� COURSES& X. OF 15') HIGHEST EXPECTED GROUND WATER ELEV=520'-------- ----------------------- -- 6'LAYER OF STONE -----_---- MAINTAIN MIN.6'SEPARATION Nj) -------------- BETWEEN BRICKWORK AND STRUCTURE __ ------------------ SANITARY PROFILE GROUNDWATER ELEV=333'-- ----------------- SEE -------------- PROFILES 4'DIA SDR 35 PVC PIPE ---------- 4'➢IA 30'ELBOW NTS 4'X4'%4' 60• WYE BRANCH FLOW �� S9R�39 S9R 37 rn TRENCH NOTES: WATER NOTES c cpNITARY CALCUCU BONS PRIOR TO EXCAVATION 1 ALL MATERIALS SHALL BE NEW NO USED MATERIALS SHALL BE INCORPORATED INTO THE WORK 1 UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON BOTH SIDES OF THE TRENCHTYPICAL BUILDING CONNECTION CLEAN OUT DETAIL AI LOWABLE SITE SANITARY FLOW 2 ALL TRENCHING RESTORATION WORK SHALL MATCH PROPOSED OR EXISTING SURFACE AND MEET EXISTING 0 2 ALL PIPE FITTING CONNECTIONS SHALL BE MECHANICAL JOINTS ALL PIPE CONNECTIONS SHALL BE GRADES ON BOTH SIDES IOF O TRENCH N T S GROUNDWATER MANAGEMENT ZONE IV(600 CPD/ACRE) MADE USING FLEXIBLE ELA5TOMERIC SUP ON JOINTS MEETING ASTM STANDARD 03739-89 p TOTAL SffE=60 ACRES WITH A MECHANICAL COMPACTOR AT 6"LIFTS GRADE I--------t2'MAX (TYPICAL) METAWC MARKING TAPE AGRICULTURAL LAND = 429 ACRES 3 PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS, ALLOWABLE FLOW 600 GPD/ACRE X 1 71 ACRES= 1,026 GPD AWWA MANUAL M23 AND THE REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH 4 CONTRACTOR MATERIAL BE RESPONSIBLE FOST BE OR TRENCHING AND RESTORATION WITH EACH UTILITY INSTALLATION SERVICES SURFACE SEWAGEFEET pIDE51GN 4 A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE 6„ `^ RUNNING PARALLEL.FROM ANY UNDERGROUND UTILITY(ELECTRIC,GAS.TELEPHONE,CABLE AND SANITARY EXCAVATE&BACKFILL BACKFILLcl PROPOSED DESIGN FLOW TRENCH FORTH DEPTH OF AT LEASTD6INBELOWYER BOTTOMSOF PSHALL IPE OIL FROM THE 5 RUNNING SEWER ERWCE)SANDDOMESTIC O L(STORAGE TANK.�STORM DRAINLIOR CATCH BBASM MINIMUM OF LIGHT POLE, EXISTING 4'-e. WITH SUITABLE ELECTRIC TRANSFORMER,TREES,OR ANY TARGE OBSTRUCTIONS ELECTRICAL MI 4'-6 MIN EXCAVATED MATERIAL n DESIGN SEWAGE FLOW RATE GENERAL(INDUSTRIAL= 04 ON 15 GPD/STALL(EMPLOYEE) GPD/SF(SHED) 5 MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54° PROPOSED 1' SERVICE AOBE COMPACT J WATER SERVICE FTS EMPLOYEES= 10 x 15 GPD/STALL= 150 GPD BACKFILL IN 6"LI 1- SHED 1 OI S x 0 04 GPD/SF= 4 GPD 6 ALL TEES.BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION BLOCKING OR TIE RODS TO CI (NOTE EMPLOYEE ONLY BATHROOM, NOT OPEN TO THE PUBLIC) PREVENT MOVEMENT 18"MIN PROPOSED WATER LINE n 7 ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE W/TONE WIRE cD crPTIC TANK WITH THE LATEST EDITION CF AWWA STANDARD 0600 PREQUIRED ROVIDED 154(1) e'P0&4' LIQUID DEPTH. _00 GALLON CIRCULAR TANK WATER ELECTRICAL SERVICE 1'-REMOVE UNSUITABLE TEMPORARY SHEETING GALLONS8 WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C-fi51-86 OR THE o LATEST REVISION MATERIAL IF NCOUNTERED AS PER OSHA IreCHI�NC POOLPOOL VERTICAL CROSSING DETAIL REQUIREMENTS N9 BACTERIOLOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT a. REQUIRED 154 GPD / i 5 GPD/SF= 10267 SF LOCATIONS SPECIFIED IL THE SUFFOLK COUNTY DEPARTMENT E HEALTH SERVICES GENERALLY.A NTS WHERE NO GROUND WATER EXISTS '= 300 SF(MIN)/31 4 SF/LEACHING POOL=9 55 VF P��EQN THEREOF SAM EIS REQUIRED FOR EVERY 1,000 LINEAR FEET OF WATER MAIN OR PROVIDED (1) 10'0 x 967' EFFECTIVE DEPTH POOL 967 VF 10 ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FROM WATER SERVICE WATER LINE EXCAVATION DETAILS FUTURE EXPANSION 11 NO OTHER UTILITIES(EG GAS, ELECTRIC,CABLE ETC)SHALL BE BURIED IN THE WATER SERVICE N T S o REQUIRED 50%OF LEACHING CAPACITY TRENCH c PROVIDED (1) 10'0 x 9 67 EFFECTIVE DEPTH LEACHING POOL Le710N OF SERVICES RG c, 1 INSTALL PIPING ON THE PROPERTY,4 1/2 FEET DEEP FROM THE BUILDING TO THE EXISTING WELL 2/7/17 MF AS PER COMMENTS FROM SCDHS DATED 7/27/17 APPROV BY `-- TOTAL DEtI51TY V° ALLOWABLE DENSITY WATERLINE 1USIFI ATr IONS DAA �. DESCRIPTION ALLOWABLE SEWAGE DENSITY 1,026 GPD 1 PLASTIC PIPE SPECIFICATIONS REVISIONS t� ACTUAL DENSITY= 150 GPD 7 7 PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE WATER SYSTEMS CAN BE INSTALLED ___ 4- M ATT IT U C K PARK DISTRICT 1,026 GPD- 150 GPD= 876 GPD REMAINING FROM THE BUILDING TO WTTHIN 15'FROM THE PROPERTY LINE THE LAST 15 TO THE PROPERTY ( w - UNE MUST BE CLD(PIPE OR°K"SOFT COPPER TUBING - -��./ SUFFOLK COUNTY NY [� -SITE IS UNDER DENSITY 1 2 PIPE SHALL BE CLASSIFIED TO WITHSTAND WORKING PRESSURE OF 200 P S I (WITH BURSTING y p PRESSURE RATED AT LEAST TWICE THE WORKING PRESSURE) _ 1 ALDRICH LANE BATHROOM ADDITION 1 3 PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT IS UTILIZED IS NOT ACCEPTABLE -Cl (BRASS COUPLINGS ARE REQUIRED) - f --_--� SANITARY & WATER SERVICE 1 4 FIFTEEN(15')FEET OF CLD(PIPE OR COPPER 15 REQUIRED FROM INSIDE THE BUILDING TC THE _ _/4L _ --,- _=1t 41 Y�Q c START OF THE PLASTIC PIPE - - �\ DETAILS RD "�? L. K. MCLEAN ASSOC / IATES( P.C. r»)` u L -- -_ 4]T SOIRN COUNTRY , ROOpIAYEN.NEW PORN 11719 CONSULTING ENGINEERS BSheet N. �J vX ➢.signed Br MF/CFD ScOle AS NOTED MF Date APRIL 2017 �'3 c �/ Drawn rm N. 16121.000 s APv.oV,d ea Br RGD SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES C) GENERAL PLUMBING NOTES. t M TO THE BUILDING CODES OF NEW YORK STATE,THE NEPA CODES, ALL 1-1/4'DIAM TREATED WATER SAMPUNG TAP i BLACK POLYPIPE ELECTRIC TO WELL PUMP LOCAL CODES AND ANY OTHER APPLICABLE CODES z o NSF 100 PSI 2 ALL WORK SHALL BE INSTALLED AS PER THE MANUFACTURER'S RECOMMENDATIONS o m GRADE TO BE SLOPED AWAY FROM WELL 3 ANY CONCRETE DEMOLITION TO BE SAWCUT m 1-k'o _ 40 51 4. THE PIPING IS SHOWN SCHEMATICA _ DISCHARGE RUN LLY THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE TO PIPE PIPING IN MOST EFFECTIVE MANNER CONFORMING TO THE CODES IMENSIONS o POTABLE ;LTFIJ TAB F EL 5.0 I 5 THESE DRAWINGS ARE SCHEMATIC AND ALL DMUST BE FIELD VERIFIED CONTRACTOR SHALL DQ D WATER SUPPLY I CLAY/SAND INCLUDE ALL ADDITIONAL ITEMS NOT SHOWN BUT THAT ARE REQUIRED TO FIT BUILDING CONSTRUCTION 1. TO FIXTURES PITLESS 6_ ALL WORK IS TO BE COORDINATED WITH THE OTHER TRADES ADAPTER 4°OIA PVC WELL 7 NO HUBLESS OR PLASTIC PIPING BELOW CONCRETE SLABS RAW WATER CASING 8 INSTALL NEW SANITARY LINE TO THE WATER FILTRATION SYSTEM FOR BACKWASHING SAMPLE TAP BALL VALVE q�F SEE NOTE 6 CHECK 9 FILTER BACKWASH TO BE INSTALLED WITH AN AIR GAP 80 GAL iii VALVE 10 SHUTOFF VALVES SHALL BE BALL VALVES AND BE LOCATED ON THE SUPPLY SIDE OF ALL FIXTURES. COMPOSITE z v HOSEBIBS AND MECHANICAL EQUIPMENT PRESSURE it w TANK 11 THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE PLUMBING PERMIT AND IS ALSO w o I 4 RESPONSIBLE FOR COORDINATING ALL REQUIRED IN +/-60' eIy GRAVEL PACK 12, ALL WATER LINES SHALL BE INSULATED ALL INSULATED LINES EXPOSED TO VIEW SHALL BE JACKETED MORRIE GRAVEL WITH A PVC JACKET AND LABELED 13 PLUMBING CONTRACTOR SHALL CONNECT TO THE THE EXISTING SANITARY SYSTEM FROM WELL ❑A © 1 3'DIA X 20' _ 14 ALL LAVATORIES,TOILETS, ACCESSORIES, ETC. DESIGNATED TO BE ACCESSIBLE SHALL CONFORM TO ADA PRESSURE 304 STAINLESS STEEL SCREEN n p GUIDELINES INDICATOR BACKWASH PUMP MODEL#CKWASH LINE TO AIR 15 PROVIDE BLOCKING FOR THE TOILET ACCESSORIES OR FIXTURES INSTALLED BLOCKING SHALL BE AS SANITARY PIPING W/ 7GSOSR AS MANUFACTURED BY REQUIRED PER MANUFACTURERS RECOMMENDATIONS. PROP D MIN 5a' SEE DETAIL THIS SHGAP EET GOULD WATER TECHNOLOGY OR 16 INSTALL ALL PLUMBING ITEMS AS PER THE MANUFACTURERS WRITTEN INSTRUCTIONS BELOW APPROVED EQUAL GRADE 77 HDPE PIPING TO BE NSF 61 APPROVED SDR 9. 200 PSI MINIMUM PRESSURE RATING WATER PI PE PROPOSED WATER TREATMENT SYSTEM 18 PIPING SYSTEM TO BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C651 AND USING CHEMICALS .FILTRATION1 D SIGNED BY GNS NERMAID -CONTACT JOHN SCARAMUCCI 298-4278 CONFORMING TO NSF 60 AND ANSI/AWWA B300 (HYPOCHLORITES)AND 8301 (LIQUID CHLORINE) TABLET METHOD OF DISINFECTION IS NOT APPROVED IN NEW YORK STATE 21 IF AS RED BY TH T INSTALLS ANY OSE SPIGOT CONNECTIONS,THEY SHALL INCORPORATE HOSE BIB VACUUM PROPOSED WELL DETAIL NTS KEYED NOTES. AA 80 GAL PRO-SOURCE COMPOSITE PRESSURE TANK BY PENTAIR WATER OR APPROVED EQUAL ❑B PRIMARY 5 MICRON SEDIMENT FILTER A 11 5 GAL MINERAL TANK 10"X 40'(POLY GLASS VESSEL BY STRUCTURAL FIBERS CORP) PUMP/WELL DESIGN CALCULATIONS © ION EXCHANGE TANK A 11 5 GAL MINERAL TANK 10"X 40'(POLY GLASS VESSEL BY STRUCTURAL FIBERS CORP) MAXIMUM REQUIRED FLOW RATE 5 GPM(MIN) Dj TIME CLOCK FILTERING VALVE MADE BY FLECK(DIV OF PENTAIR CORP) II VERTICAL DISTANCE OF WATER PIPE- 50' HORIZONTAL DISTANCE OF WATER PIPE 175' NOTES, FROM HEAD LOSS 51 �^ �^ TREATMENT TOTAL DYNAMIC HEAD LOSS 511' SYSTEM 1/2"(D) BACKWASH LINE 1 ALL EQUIPMENT TO BE INSTALLED BY QUALFlED TECHNICIANS AND MANUFACTURER'S WRITTEN INSTRUCTIONS 1^ 7'MIN AIR GAP(2D) MUST BE FOLLOWED P -- - 2 THE DESIGN FLOW RATE OF THIS SYSTEM IS APPROX 10 GPM m _ 3 THE SYSTEM WILL BE READY FOR 1' PIPE AND WILL NEED 5GPM TO BACKWASH WATER 10 GAL COMPACT ;0 HEATE PROMAX EJC-10 TO SANITARY SYSTEM p 4 RAW WATER SAMPLE TAP �^ BY AO SMITH L� A SAMPLE TAPS SHALL BE PROVIDED Sp THAT WATER SAMPLES CAN BE OBTAINED FROM EACH WATER 1 T7 vmx PROPOSED 4 -S—y SOURCE AND FROM APPROPRIATE LOCATIONS IN EACH UNIT OPERATION OF TREATMENT.AND FROM THE 2 �I\I/Tf em _ PUMP ON FINISHED WATER FLOOR _ E SELECT] B TAPS SHALL BE CONSISTENT WITH SAMPLING NEEDS AND SHALL NOT BE OF THE PETCOCK TYPE `' m�-Am C TAPS USED FOR OBTAINING SAMPLES FOR BACTERIOLOGICAL ANALYSIS SHALL BE OF THE SMOOTH-NOSED BACKWASH AIR GAP DETAIL I _. TYPE WITHOUT INTERIOR OR EXTERIOR THREADS, SHALL NOT BE OF THE MIXING TYPE,AND SHALL NOT DOMESTIC WATERS RISER DIAGRAM 9 HAVE A SCREEN,AERATOR, OR OTHER SUCH APPURTENANCE of _ TYPICAL UTILITY _ TALLI F— _ TRENCH MEUTILITY TAPE-CONTIN OUS 10' MIN 2'+/— PUMP/WELL DESIGN REPORT NTS lWATER TREATMENT rn j SYSTEM AS DETAILED N W) \GL s' : II WNI DILD �13'-0' Ig ` M SPARE CONDUIT ROPOSED ELECTRIC 1%rr 3,_0•I _ — ,amu.._ J. __-__ mm \ HONE COMMUNICATIONS �I _- I CONTINUOUS TONE S (COAXIAL CABLE) WIRE WATER SERVICE f Y-I:/ p NON-GFI OULET CD --- F:%4ivL:S£.CiT iLS_ L r ` ® TYPICAL UTILITY TRENCH NTS _ y`- o � T:I.PCC O o tm.Ia atem u rl'-REMOVE MAX (TYPICAL METALLIC MARKING TAPE J SURFACE 8 7 17 MF n AS PER SCDHS COMMENTS DATED 7/27117 ROD 6' // DESCRIPTION APPROV BY T EXCAVATE STITAkLBEACKFlLL DATE �Y 4'-6 MIN EXCAVATED O MATERIAL REVISIONS h BACKFILL IN 6"LIFTS 17015:7K PARK DISTRICT O PROPOSED WATER LINE SUFFOLK COUNTY NY p iW/TONE WIRE ALDRICH LANE BATHROOM ADDITION Y _ I CII�,11�ol UNSUITABLE C.UNiEREp TEMPORARY SHEETING �b i Fav;;;,�� WATER SERVICE DETAILS a J I CLCCIRI^N - AS PER OSHA. H A r FPF.I I REQUIREMENTS �_\\I WHERE NO GROUND WATER EXISTS L. K. MCLEAN ASSOCIATES, P.C. ;IA,3'v '� oe a _ _ _ r a CONSULTWG ENGINEERS I37 SOUTH COUNTRY RD,B900KNAYEN.NEW YOU Sh 11719 WATER LINE EXCAVATION DETAILS F Sheet Na F S6o'ss ��`' Oft,e,ea By MF/CFD srole AS NOTED A N NT5v \ti` C4 fRJFE» Dm,n By MF oaTe APRIL 2017 PROPOSED GARAGE FLOOR PLAN Approved Oy RCD Fe Nn TBTzl.000 o q COMcheck Software Version 4.1.1.0 Envelope Compliance Certificate Project Information D Energy Code: 2015 IECC Project Title. Aldrich Lane Garage Addition MAR 5 2019 Location- Mattituck, New York Climate Zone: 4a Project Type: Addition .� TD Construction Site: Owner/Agent Designer/Contractor: Mattituck Park District Michael Verity LKMA Town of Southold, NY Town of Southold 437 South Country Road 54375 Route 25 Brookhaven, NY 11719 Southold, NY 11971 631-286-8668 631-765-1800 Building Area Floor Area 1-ANSI Toilet(Parking Garage) - Nonresidential 96 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factorm Perimeter Roof 1 Attic Roof with Wood Joists,[Bldg Use 1 -ANSI Toilet] 96 380 0.0 0.027 0 027 Floor 1•Slab-On-Grade:Unheated,Horizontal with vertical 2 ft,[Bldg 37 --- 10.0 0 700 0 540 Use 1 -ANSI Toilet](b) EAST Exterior Wall 2-Wood-Framed,16"o c.,[Bldg.Use 1 -ANSI Toilet] 80 21.0 0.0 0.062 0.064 Door 1 Insulated Metal,Swinging,[Bldg.Use 1 -ANSI Toilet] 20 --- --- 0.360 0 610 Door 2•Insulated Metal,Swinging,[Bldg.Use 1-ANSI Toilet] 20 -- --- 0.360 0 610 SOUTH Exterior Wall 1 Wood-Framed,16"o c,[Bldg Use 1 -ANSI Toilet] 80 21 0 00 0.062 0 064 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Envelope PASSES: Design 9% better than code Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2015 IECC requirements in COMche Ve ion 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title ig ure Date Project Title: Aldrich Lane Garage Addition Report date: 02/26/19 Data filename: P:\16121.000-Aldrich Lane Bathroom Addition\ComCheck\ANSI Toilet.cck Page 1 of 13 COMcheck Software Version 4.1.1.0 Interior Lighting Compliance Certificate Project Information Energy Code. 2015 IECC Project Title: Aldrich Lane Garage Addition Project Type Addition Construction Site Owner/Agent. Designer/Contractor. Mattituck Park District Michael Verity LKMA Town of Southold, NY Town of Southold 437 South Country Road 54375 Route 25 Brookhaven, NY 11719 Southold, NY 11971 631-286-8668 631-765-1800 Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-ANSI Toilet(Parking Garage) 96 0.21 20 Total Allowed Watts= 20 Proposed Interior Lighting Power A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-ANSI Toilet(Parking Garage LED 1:Click here to select lamp 0 0 0 0 Total Proposed Watts= 0 Interior Lighting TBI): Invalid number of fixtures Project Title: Aldrich Lane Garage Addition Report date: 02/26/19 Data filename: P:\16121.000-Aldrich Lane Bathroom Addition\ComCheck\ANSI Toilet.cck Page 2 of 13 r 6 COMcheck Software Version 4.1.1.0 Exterior Lighting Compliance Certificate �( Project Information Energy Code: 2015 IECC Project Title: Aldrich Lane Garage Addition Project Type. Addition Exterior Lighting Zone 0(Unspecified) Construction Site: Owner/Agent Designer/Contractor• Mattituck Park District Michael Verity LKMA Town of Southold, NY Town of Southold 437 South Country Road 54375 Route 25 Brookhaven, NY 11719 Southold, NY 11971 631-286-8668 631-765-1800 Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Wafts/Unit Wattage (B X C) Total Tradable Watts(a)= 0 Total Allowed Watts= 0 Total Allowed Supplemental Wafts(b)= 500 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces (b)A supplemental allowance equal to 500 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces Proposed Exterior Lighting Power Exterior Lighting TBD: Exterior lighting zone not specified (see project screen) Protect Title: Aldrich Lane Garage Addition Report date: 02/26/19 Data filename: P:\16121.000-Aldrich Lane Bathroom Addition\ComCheck\ANSI Toilet.cck Page 3 of 13 COMcheck Software Version 4.1.1.0 Mechanical Compliance Certificate Project Information Energy Code 2015 IECC Project Tale. Aldrich Lane Garage Addition Location. Mattituck, New York Climate Zone 4a Project Type Addition Construction Site Owner/Agent. Designer/Contractor, Mattituck Park District Michael Verity LKMA Town of Southold, NY Town of Southold 437 South Country Road 54375 Route 25 Brookhaven, NY 11719 Southold, NY 11971 631-286-8668 631-765-1800 Mechanical Systems List Quantity System Type&Description Mechanical Compliance Statement Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: Aldrich Lane Garage Addition Report date: 02/26/19 Data filename: P:\16121.000-Aldrich Lane Bathroom Add ition\Com Check\ANSI Toilet.cck Page 4 of 13 COMcheck Software Version 4.1.1.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 5.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan ReviewComplies? Comments/Assumptions & Req.ID 7 C103.2 ;Plans and/or specifications provide all ❑Complies [PR1]1 !information with which compliance :❑Does Not can be determined for the building envelope and document where ❑Not Observable exceptions to the standard are ;❑Not Applicable ; claimed. C103.2 ;Plans,specifications, and/or I❑Complies [PR4]1 !calculations provide all information E❑Does Not with which compliance can be !determined for the interior lighting 1❑Not Observable and electrical systems and equipment ❑Not Applicable and document where exceptions to ;the standard are claimed. Information !provided should include interior ;lighting power calculations,wattage of bulbs and ballasts,transformers and control devices. C402.4.1 ;The vertical fenestration area <= 30 ;❑Complies [PR10]1 percent of the gross above-grade wall ❑Does Not ;area. ❑Not Observable ❑Not Applicable C402.4.1 ;The skylight area <=3 percent of the ;❑Complies [PR11]1 gross roof area. ❑Does Not I '❑Not Observable UNot Applicable C402.4.2 ,In enclosed spaces > 2,500 ft2 ;❑Complies [PR14]1 :directly under a roof with ceiling j❑Does Not heights>15 ft. and used as an office, lobby, atrium,concourse, corridor, ❑Not Observable storage, gymnasium/exercise center, ❑Not Applicable convention center,automotive ;service, manufacturing, non- refrigerated warehouse, retail store, distribution/sorting area, itransportation, or workshop,the :following requirements apply: (a)the daylight zone under skylights is >= half the floor area; (b)the skylight i area to daylight zone is>=3 percent j with a skylight VT>=0.40; or a minimum skylight effective aperture >= 1 percent. I C406 ;Plans, specifications, and/or ;❑Complies Requirement will be met. [PR9]1 :calculations provide all information E❑Does Not with which compliance can be determined for the additional energy ;❑Not Observable efficiency package options. ;❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Aldrich Lane Garage Addition Report date: 02/26/19 Data filename: P:\16121.000-Aldrich Lane Bathroom Addition\ComCheck\ANSI Toilet.cck Page 5 of 13 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Aldrich Lane Garage Addition Report date: 02/26/19 Data filename: P:\16121.000-Aldrich Lane Bathroom Addition\ComCheck\ANSI Toilet.cck Page 6 of 13 Section # Footing/Foundation Inspection Complies? Comments/Assumptions & Req.ID C303.2 Slab edge insulation installed per ;❑Complies [FO4)2 manufacturer's instructions. ❑Does Not ❑Not Observable j❑Not Applicable C303.2.1 !Exterior insulation protected against ;❑Complies [FO6]' damage, sunlight, moisture,wind, :❑Does Not _ landscaping and equipment maintenance activities. ❑Not Observable ❑Not Applicable C402.2.5 )Slab edge insulation R-value. ❑Complies ;See the Envelope Assemblies table for values. [FO3]2 EDoes Not ¢ ENot Observable 1 j ;❑Not Applicable C402.2.6 :Radiant heating systems panels ;❑Complies :Exception: Requirement does not apply. [FO12]3 Iinsulated to>=R-3.5 on face opposite ❑Does Not 1 space being heated. Location on plans/spec: Sheet A2 and A3 ❑Not Observable ❑Not Applicable :Seethe Envelope Assemblies table for values. Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Aldrich Lane Garage Addition Report date: 02/26/19 Data filename: P:\16121.000-Aldrich Lane Bathroom Addition\ComCheck\ANSI Toilet.cck Page 7 of 13 Section # Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID C303.1.3 Fenestration products rated in ;❑Complies ; [FR12]2 accordance with NFRC. ❑Does Not ❑Not Observable s ❑Not Applicable C303.1.3 Fenestration products are certified as 1❑Complies [FR13]1 ito performance labels or certificates ❑Does Not provided. ❑Not Observable ❑Not Applicable C402.4.3 ;Vertical fenestration SHGC value. ;❑Complies ;See the Envelope Assemblies table for values. [FR10]1 I ;❑Does Not ❑Not Observable ❑Not Applicable C402.4.3, ;Vertical fenestration U-Factor. ;❑Complies ;See the Envelope Assemblies table for values. C402.4.3. ;❑Does Not 4 [FR8]1 ; ❑Not Observable ;❑Not Applicable I I I C402.4.4 °I U-factor of opaque doors associated ;❑Complies ;See the Envelope Assemblies table for values. [FR14]2 (with the building thermal envelope I❑Does Not meets requirements. ❑Not Observable ❑Not Applicable C402.5.1 ;The building envelope contains a ;❑Complies [FR16]1 I continuous air barrier that is sealed in :❑Does Not an approved manner and either constructed or tested in an approved ;❑Not Observable manner.Air barrier penetrations are ;❑Not Applicable ;sealed in an approved manner. C402.5.2, ;Factory-built fenestration and doors ;❑Complies C402.5.4 We labeled as meeting air leakage PDoes Not [FR18]3 f requirements. ;❑Not Observable; ❑Not Applicable C402.5.7 Vestibules are installed on all building ;❑Complies ; [FR17]3 entrances. Doors have self-closing PDoes Not devices. ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Aldrich Lane Garage Addition Report date: 02/26/19 Data filename: P:\16121.000-Aldrich Lane Bathroom Addition\ComCheck\ANSI Toilet.cck Page 8 of 13 'Section # Mechanical Rough-in Inspection Complies? Comments/Assumptions & Req.ID C402.5.5, ,Stair and elevator shaft vents have ;❑Complies C403.2.4. !motorized dampers that automatically 1EIDoes Not [ME3]3 I close. UNot Observable ;❑Not Applicable C402.5.5, ;Outdoor air and exhaust systems have;❑Complies C403.2.4. I motorized dampers that automatically :❑Does Not 3 (shut when not in use and meet ❑Not Observable; [ME58]3 maximum leakage rates. Check ;❑Not Applicable :gravity dampers where allowed. PP icable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Aldrich Lane Garage Addition Report date: 02/26/19 Data filename: P:\16121.000-Aldrich Lane Bathroom Add ition\Com Check\ANS I Toilet.cck Page 9 of 13 Section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Re .ID C405.2.1 Lighting controls installed to uniformly;❑Complies [EL15]1 !reduce the lighting load by at least :❑Does Not `50%. ❑Not Observable ❑Not Applicable C405.2.1 Occupancy sensors installed in ;❑Complies [EL18]1 required spaces. ❑Does Not ;❑Not Observable ❑Not Applicable C405.2:1, Independent lighting controls installed 1 Complies C405.2.2. per approved lighting plans and all ❑Does Not 3 r manual controls readily accessible and [EL23]2 visible to occupants. ;❑Not Observable j❑Not Applicable C405.2.2. ;Automatic controls to shut off all ;❑Complies 1 building lighting installed in all ❑Does Not [EL22]2 buildings. ;❑Not Observable ❑Not Applicable C405.2.3 Daylight zones provided with ;❑Complies [EL16]2individual controls that control the ❑Does Not lights independent of general area lighting. ,❑Not Observable:, ❑Not Applicable C405.2.3, !Primary sidelighted areas are ;❑Complies C405.2.3. equipped with required lighting :F-]Does Not 1, j controls. C405.2.3. ❑Not Observable 2 ;❑Not Applicable [EL20]1 I C405.2.3, ;Enclosed spaces with daylight area ;❑Complies C405.2.3. I under skylights and rooftop monitors 1❑Does Not 1, :are equipped with required lighting C405.2.3. controls. ❑Not Observable 3 ;❑Not Applicable [EL21]1 j C405.2.4 ;Separate lighting control devices for ;❑Complies ; [EL4]1 specific uses installed per approved E❑Does Not ;lighting plans. ❑Not Observable: ❑Not Applicable C405.2.4 iAdditional interior lighting power I❑Complies [EL8]1 allowed for special functions per the E❑Does Not approved lighting plans and is ;phot observable ,automatically controlled and (separated from general lighting. ❑Not Applicable C405.3 Exit signs do not exceed 5 watts per I❑Complies [EL6]1 face. -]Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Aldrich Lane Garage Addition Report date: 02/26/19 Data filename: P:\16121.000-Aldrich Lane Bathroom Add ition\ComCheck\ANS I Toilet.cck Page 10 of 13 c ' Section # Insulation Inspection Complies? Comments/Assumptions & Req.ID C303.1 Roof insulation installed per !❑Complies [IN3]1 !poured instructions. Blown or I❑Does Not poured loose-fill insulation is installed only where the roof slope is <=3 in ❑Not Observable 12. ;❑Not Applicable C303.1 Building envelope insulation is labeled ;❑Complies [IN10]2 with R-value or insulation certificate UDoes Not providing R-value and other relevant I data. ❑Not Observable ❑Not Applicable C303.2 Above-grade wall insulation installed ;❑Complies [IN7]1 per manufacturer's instructions. :❑Does Not ❑Not Observable j❑Not Applicable J C303.2.1 i Exterior insulation is protected from ;❑Complies [IN14]z )damage with a protective material. ❑Does Not Verification for.exposed foundation insulation may need to occur during '❑Not Observable, Foundation Inspection. ;❑Not Applicable C402.2.1 ;Insulation intended to meet the roof ;[]Complies [IN17]3 ;insulation requirements cannot be ❑Does Not installed on top of a suspended ❑Not Observable ,ceiling. Mark this requirement compliant if insulation is installed ;❑Not Applicable j accordingly. C402.23 :Above-grade wall Insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values [IN6]1 I❑Does Not ❑Not Observable ❑Not Applicable C402.2.5 Floor insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. [IN8]2 i ;❑Does Not j ❑Not Observable j ;❑Not Applicable C402.2.6 Radiant panels and associated ;❑Complies [IN18]3 components, designed for heat ❑Does Not transferfrom the panel surfaces to the; I occupants or indoor space are ❑Not Observable I insulated with a minimum of R-3.5. ;❑Not Applicable C402.2.2 !Roof R-value. For some ceiling ;❑Complies ;See the Envelope Assemblies table for values [IN2]1 !systems,verification may need to :❑Does Not ;occur during Framing Inspection. ❑Not Observable ❑Not Applicable C402.5.1. ;All sources of air leakage in the ;❑Complies 1 building thermal envelope are sealed, :❑Does Not [IN1]1 caulked, gasketed, weather stripped I ! or wrapped with moisture vapor- ❑Not Observable permeable wrapping material to L❑Not Applicable minimize air leakage. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Aldrich Lane Garage Addition Report date: 02/26/19 Data filename: P:\16121.000-Aldrich Lane Bathroom Addition\ComCheck\ANSI Toilet.cck Page 11 of 13 1 � Section # Final Inspection Complies? Comments/Assumptions & Req.ID C303.3, Furnished O&M instructions for ;❑Complies C408.2.5. 'systems and equipment to the ;❑Does Not 2 building owner or designated [Fi17]3 ;representative. ❑Not Observable ❑Not Applicable I ' C402.5.3 i Where open combustion air ducts I❑Complies [FI51]3 i provide combustion air to open ❑Does Not combustion fuel burning appliances, ;the appliances and combustion air I❑Not Observable opening are located outside the ;❑Not Applicable 'building thermal envelope or enclosed in a room, isolated from inside the ; ,thermal envelope. Such rooms are 1 !sealed and insulated. C402.5.6 ;Weatherseals installed on all loading ;❑Complies [FI37F dock cargo doors. ❑Does Not 1❑Not Observable; ❑Not Applicable C402.5.8 Recessed luminaires in thermal ;❑Complies [F126]3 .envelope to limit infiltration and be IC :❑Does Not j rated and labeled. Seal between i interior finish and luminaire housing. ;❑Not Observable ❑Not Applicable C405.4.1 Interior installed lamp and fixture ;❑Complies ;See the Interior Lighting fixture schedule for values [FI18]1 lighting power is consistent with what :❑Does Not is shown on the approved lighting ;plans, demonstrating proposed watts ;❑Not Observable ,are less than or equal to allowed ;❑Not Applicable watts. j C408.2.5. Furnished as-built drawings for ;❑Complies 1 electric power systems within 90 days :❑Does Not [FI16]3 ;of system acceptance. ❑Not Observable ❑Not Applicable C408.3 !Lighting systems have been tested to ;❑Complies [F]33]1 ensure proper calibration, adjustment, I❑Does Not programming, and operation. ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Aldrich Lane Garage Addition Report date: 02/26/19 Data filename: P:\16121.000-Aldrich Lane Bathroom Add ition\ComCheck\ANS I Toilet.cck Page 12 of 13 i Project Title: Aldrich Lane Garage Addition Report date: 02/26/19 Data filename: P:\16121.000-Aldrich Lane Bathroom Add ition\ComCheck\ANSI Toilet.cck Page 13 of 13 Verity, Mike From: Chris Dwyer <cdwyer@lkma.com> Sent: Wednesday, February 20, 2019 1:58 PM To: Verity, Mike Subject: FW: Aldrich-Building Addition -Well &Water Good afternoon Mike, I wanted to furnish your Department with additional electrician and plumber's licenses that were to be identified on the building permit application but was not available to us at the time of the submission. See highlighted below. Thanks in advance. Regards, Christopher F. Dwyer Associate L.K.McLean Associates, P.C. t(631)286-8668 1 c (516)779-4776 From:Chris<chris@irwincontractinginc.com> Sent: Friday, February 15,2019 3:57 PM To:Chris Dwyer<cdwyer@lkma.com> Cc: Michelle Masry<Michelle@irwincontractinginc.com>;J.C. Irwin<jc@irwincontractinginc.com>;Anthony Bratz <Abratz@lkma.com> Subject: RE:Aldrich Building Addition-Well &Water Chris, In follow up to my email below,the plumber's and electrician's license number is as follows: Electrician: MD Power Contracting - License#: 33345` ,Plumber: -Fiscella Plumbing and Heating,_ Inc. ' - License#: 56719MP If you should have any questions, please call. Thanks, Chris Martello IRWIN CONTRACTING INC. i ,-- 1 i � . - MATTITUCK I I ` r Poole. PARK DISTRICT SHEET LIST TABLE _' SHEET NUMBER SHEET TITLE p.; 'm y �� T1 TITLE PAG E .,,fir` %`- G1 GENERAL NOTES : : M .r, by " `` . n?* C 1 �' " EXISTING CONDITIONS PLAN ;`.: arr C2 PROPOSED SITE. .., P , s; T E PLA N PROJECT LOCATION , . $°. .lir , O& ,i-eam. " ''—,:,' '.>"„aa: ,^xi,. y.r"'a r;4°,' '`,a ''r/` ,fir,.. rha'¢",°°"a :: ,;:.ro, ,.. C 3 ::� ; - �f - �, '. ; :i, �'�A .a ` SITE a ::` >na; E DETAILS (`.7 �'j�l�a� 11 r i 1 9/! "t' ti,,.' "tea_ .a`nq« ,i r,^..r..:' ,; `w.. •no"yaf�,€.''.:!,"" �` `.�r " .' ,, r�� •wz i r. r j r� ,11�:a � .: „ :.;.4.:a 1-!,_ - - ;, ATER SERVICE DETAILS .� , < ,, -sem',° z < `:r f.xe a /.',%'< 4 bl' yxd.,.v,Y:,�p., .:, ,- q• r4' �,/' ,>.gnr4:�;�.o,d `-%.'raa'°',°w.Y•>"9 ti;z,,«""n,(%,'.^': >' A^,.q+V;: �xti'•ta�s"•` `9a''. „ F rMB 3,, 11 ,.>. PC4,a^ <. ir 4.w '.' x'r,`�'Dr "^5'feae ' "`"'i I'll < , y` rl- 'i '�,4,Car "' /' .:<. fY as ° Po, x 'o, Al EXISTING PLANS AND ELEVATIONS ~°'R'erg' "^ �r'%' `'�t°nCu, "" '¢@:ar Mri,"ssMr'Y=L; �.' gyxi¢ t:„,°; ✓'`,,,(((�� ate” -`F' .. a.°'r.; . offi ° w A2 ,zl; M r: : r ;< �: �a" PROPOSED PLANS AND D ELEV TI „ w :''. r w%. a' µif,",*;� , _°' 47 b': ;3' r„ ;;,w <, ., 11ZI'll �11 $; " � a .P � re � � ; pe r :, A3 PROPOSED SECTIONS c:..�:�; n `. ;, .ea_„ r o a - �, DETAILS a '4u r, 4,' v .,b:a....,a.. 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M E; y�.` ;.:� .� f � REBID "�„,{,J '< li, x.,: �`.:< s.- CFD r: .,fd �a ra „ . , /. < • , 111 I ° ,; �,.,f',:. :. "'�r..::. �'. r<.. .... :. �.,.�_» t. DESCRIPTIO DATE BY N APPROV. BY C 0 . SITE MAP REVISIONS 0 SCALE: NTS MATTITUCK PARK DISTRICT E SUFFOLK COUNTY, NEW YORK 0 11 110 ALDRICH LANE GARAGE ADDITION — REBID C: I 0L. �� TITLE SHEET SUFFOLK COUNTY REAL PROPERTY TAX 14AP ��@ ��Z,o ”'�is� ` \ 1; I°' I �` ', ,,;�. <, :,�`� {`' L. K. MIcLEAN ASSOCIATES P.C. . ; , ,',:.;Ill , DISTRICT: 1000 SECTION: 125.00 BLOCK: 01.00 LOT: 002.006 WARNING: IT IS A VIOLATION OF THE � I (M, CONSULTING ENGIINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 00 _ o �, s __ . / K i 1 NY STATE EDUCATION LAW FOR ANY _ Lis`°' 9 Y MICJ Scale: AS NOTED Sheet No. PERSON TO ALTER THIS DOCUMENT IN ts?, l�t� �� q% Designed B cV -5 (-;,,.,.,, . N ANY WAY, UNLESS ACTING UNDER THE V^^, J�; ,�1'�;/ 0 cfl DIRECTION OF A LICENSED fir;' '.,1,..S Drawn By: SILS Date: AUGUST 2018 -0 r PROFESSIONAL ENGINEER. •-!=--- T 1 L� PLOT SIZE: 24" x 36" Approved By: RfGD File No. 16121.000 NYS BUILDING CODE NOTES: FOUNDATION: FURNISH SUPPORT TO ALL BARS. 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015IBC AND SUPPLEMENTS. 21. PROVIDE ADDITIONAL 2-#5 BARS AROUND ALL SLAB OR GRADE BEAM OPENINGS, UNLESS 1. SOIL BEARING CAPACITY USED FOR FOUNDATION DESIGN HAS BEEN ASSUMED 2,000 PSF. NOTED OTHERWISE. 1. THE PROVISIONS OF THE BUILDING CODE OF NEW YORK STATE CHAPTER 33, SAFEGUARDS 2. COMMS=NCEMENT OF OPERATIONS: NOTIFY IN ADVANCED THE TOWN OF SOUTHOLD BEFORE FOOTINGS MUST REST ON UNDISTURBED SOIL. NOTIFY ARCHITECT PRIOR TO PLACING DURING CONSTRUCTION, SHALL GOVERN THE CONDUCT OF ALL CONSTRUCTION OPERATIONS FOOTINGS SO THAT THESE ASSUMPTIONS MAY BE VERIFIED. 22. THE CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY PROTECT ALL EXCAVATION WITH REGARD TO THE SAFETY OF THE PUBLIC AND PROPERTY. FOR THE PURPOSE OF COMMENCING WORK. SLOPES. CHAPTER 33, CONSTRUCTION OPERATIONS SHALL INCLUDE EXCAVATION ERECTION 3. CONCEALED SPACES W1-H PARTITIONS, WALLS, FLOORS, ROOFS, FURRING PIPE SPACES, 2. SET FOOTINGS BOTTOM AT ELEVATION SHOWN THUS (-0'-0" ON FOUNDATION PLAN, DETAILS, ALTERATION, REPAIR, REMOVAL AND DEMOLITION AS RELATED TO BUILDINGS. FOR COLUMN ENCLOSURES, ETC. SHALL BE FIRE STOPPED WITH NON-COMBUSTIBLE MATERIAL SECTIONS AND ELEVATIONS. WALL FOOTINGS, AND ISOLATED FOOTINGS ARE FLUSH TO TOP. 23. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ADEQUATE DESIGN AND REGULATIONS RELATING TO THE SAFETY OF PERSONS EMPLOYED IN SUCH CONSTRUCTION THAT CAN BE SHAPED, FITTED AND PERMANENTLY SECURED IN POSITION AS PER CHAPTER 7 SHOULD IT BE NECESSARY TO LOWER FOOTINGS, ELEVATIONS OF ADJACENT FOOTINGS SHALL CONSTRUCTION OF ALL FORMS. OPERATIONS, THE PROVISIONS OF SUBCHAPTER TEN OF THE LABOR LAW AS IMPLEMENTED BY OF THE NEW YORK STATE CODE. BE ADJUSTED TO LIMIT STEPPING TO ONE VERTICAL TO TWO HORIZONTAL. POUR LOWEST 24. ALUMINUM SHALL NOT BE PERMITTED EMBEDDED IN OR IN CONTACT WITH CONCRETE. THE INDUSTRIAL CODE OF THE STATE OF NEW YORK, RULE NO. 23, SHALL APPLY. FOOTING FIRST. 25. EMBEDDED PIPES OR CONDUIT SHALL NOT EXCEED 1 /3 SLAB THICKNESS, AND SHALL NOT 2. THE CONTRACTOR SHALL INSTITUTE AND MAINTAIN SAFETY MEASURES AND PROVIDE ALL GENERAL NOTES: 3. REINFORCING MARKED/NOTED CONT. (CONTINUOUS) SHALL BE LAPPED 48 BAR DIAMETERS AT OCCUR CLOSER THAN 3 DIAMETERS APART. EQUIPMENT OR TEMPORARY CONSTRUCTION NECESSARY TO SAFEGUARD ALL PERSONS AND SPLICES AND CORNERS AND HOOKED AT NON-CONTINUOUS ENDS. PROPERTY AFFECTED BY THE CONTRACTORS OPERATIONS. 26. THE CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING THE INTENDED POURING SEQUENCE 1. ALL WORK TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES 4. BACKFILLING AGAINST FOUNDATION WALLS IS TO BE DONE SIMULTANEOUSLY. AND LOCATION OF ALL CONSTRUCTION JOINTS TO THE ARCHITECT FOR APPROVAL. 3. THE CONTRACTOR SHALL PROVIDE WARNING SIGNS, FENCES AND OTHER ITEMS AS REQUIRED 2. ALTHOUGH THESE PLANS ARE DRAWN TO SCALE, NO. DIMENSIONS SHALL BE SCALED. 5. EXCEPT WHERE OTHERWISE NOTED, SLABS ON GRADE SHALL BE 4" THICK REINFORCED WITH FOR THE PROPER PROTECTION WORKMEN ENGAGED IN DEMOLITION OR CONSTRUCTION 6.6 X 10.10 W.W.M.-LIMIT POURS TO 2,000 S.F., PLACE SLABS OVER COMPACTED POROUS OPERATIONS, THE PUBLIC AND ADD JACENT CONSTRUCTION. 3. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED RELIEVING THE FILL, SUB-BASE AND 6 MIL. VAPOR BARRIER AS SPECIFIED. CONCRETE: CONTRACTOR FROM THE EXECUTION OF THE WORK IN ACCORDANCE WITH ALL STATE AND/OR 4. THE CONTRACTOR SHALL NOT CLOSE OR OBSTRUCT WALKWAYS, PASSAGEWAYS, OR STAIRWAYS. LOCAL CODES. SHOULD ANYTHING BE OMITTED FROM THE DRAWINGS, NECESSARY TO THE 6. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 P.S.I. AFTER 28 NO _ PROPER CONSTRUCTION OF THE WORK, HEREIN DESCRIBED, IT SHALL BE THE DUTY OF THE DAYS. 1. ALL WORK SHALL COMPLY WITH THE ?_0151BC AND SUPPLEMENTS, AS AMENDED BY ALL STRUCTURE, DEVICE, OR CONSTRUCTION EQUIPMENT, WHETHER PERMANENT OR FEDERAL AND LOCAL AUTHORITIES HAVING JURISDICTION OF THE WORK. TEMPORARY, INCLUDING ALL PARTLY OR FULLY COMPLETED ELEMENTS OR SECTIONS OF THE CONTRACTOR TO NOTIFY THE ARCHITECT/ENGINEER. 7. PROVIDE SLEEVES AND BOX OUT OPENINGS FOR MECHANICAL, ELECTRICAL, & PLUMING BUILDING, SHALL BE LOADED IN EXCESS OF ITS DESIGN CAPACITY. DIMENSIONS IN THE FIELD. ANY 2. ALL CONCRETE WORK SHALL CONFORM TO APPLICABLE REQUIREMENTS OF ACI STANDARD 301 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL TRADES. LOCATIONS OF OPENINGS SHALL BE APPROVED BY ARCHITECT AND SHALL BE TITLED SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGSAREA, AND/6. ALL BUILDING MATERIALS STORED AT THE CONSTRUCTIONOR IN AND AREA OF DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT/ENGINEER BEFORE PROCEEDING PLACED SO NOT TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. VERIFY CONDITIONS . THE BUILDING. SHALL BE SECURED IN A LOCKED AREA. ACCESS TO SUCH AREAS SHALL ON THE JOB PRIOR TO INSTALLATION. 3. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ACI 318 "BUILDING CODE BE CONTROLLED BY THE CONTRACTOR. NO HAZARDOUS MATERIALS SHALL BE STORED ON 5. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY UNRELIEVED BY REVIEW OF SHOPREQUIREMENTS FOR STRUCTURAL CONCRETE SITE WITHOUT AUTHORIZATION OF THE OWNER. DRAWINGS OR PERIODIC OBSERVATION OF CONSTRUCTION, FOR COMPLIANCE WITH THE 8• KEYS FOR WALLS, BEAMS AND SLABS MUST BE PROVIDED AS SHOWN IN SECTIONS AND CONTRACT DOCUMENTS, FOR FABRICATION PROCESSES AND CONSTRUCTION TECHNIQUES AND DETAILS. 4. CONCRETE SHALL BE STONE CONCRETE. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE 7. THE CONTRACTOR SHALL KEEP ALL FLAMMABLE MATERIALS TIGHTLY SEALED IN THE FOR SAFE CONDITIONS ON THE JOB SITE. 9. SUB GRADES ON GROUND BELOW DECK SHALL BE COMPOSED OF 6 INCHES. WELL STRENGTH OF 3,500 PSI AT 28 DAYS FOR FOUNDATION; 4,000 PSI WITH A MINIMUM OF 4% MANUFACTURES' CONTAINERS WHEN NOT IN USE. SUCH MATERIALS ARE TO BE KEPT AWAY AIR ENTRAINMENT FOR ALL OTHER CONCRETE. INCLUDING SLAB ON GRADE FROM HEAT. 6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION COMPACTED POROUS FILL PLACED ON FIRM UNDISTURBED SOIL OR ON WELL COMPACTED ( ) AND FOR SEQUENCES AND PROCEDURES TO BE USED. FILL AFTER UNSUITABLE OVERBURDEN AND TOP SOIL HAS BEEN REMOVED. 5. REINFORCEMENT SHALL BE DEFORMED INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING 8. ALL FLAMMABLE MATERIALS SHALL BE USED IN AN ADEQUATELY VENTILATED SPACE. 10. BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL NOT BE PERMITTED CLOSER THAN 8'-0" TO ASTM DESIGNATION A-615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM 9. ALL ELECTRICAL POWER SHALL BE SHUT OFF WHERE THERE IS EXPOSED CONDUIT. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY UTILITY LOCATIONS AS WELL AS OTHER FROM ANY FOUNDATION WALL OR GRADE BEAM. A-185. WELDED WIRE FABRIC TO BE 6x6 W4.Ox4.0 IN CONCRETE SLAB ON GROUND UTILITY LOCATIONS THAT MAY OR MAY NOT BE SHOWN. UNLESS OTHERWISE NOTED. 10. ALL ELECTRICAL POWER ON THE CONSTRUCTION SITE SHALL BE SHUT OFF AFTER WORKING 8. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR 11. 13• NO FOOTINGS SHALL BE PLACE IN WATER OR ON FROZEN GROUND. ALL SOIL 6. FOLLOW ACI RULES AS TO TIES, ANCHORAGE, SPLICES, CONCRETE COVERAGE AND HOURS. AFTER COMPLETION BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SURROUNDING AND UNDER ALL FOOTINGS SHALL BE PROTECTED FROM FREEZING AND FROST REINFORCEMENT SUPPORTS. ENSURING THE GUARANTEE. ACTION DURING THE COURSE OF CONSTRUCTION 9. ALL MATERIALS SHALL BE NEW UNLESS OTHERWISE SHOWN. ALL WORKMANSHIP SHALL BE 12. KEEP FOUNDATION EXCAVATIONS FREE OF WATER AT ALL TIMES. REPLACE WEAKENED SOIL 7. REINFORCEMENT MARKED "CONTINUOUS" (CONT.) SHALL BE LAPPED 36 BAR DIAMETERS AT WITH LEAN CONCRETE. USE LEAN CONCRETE FOR OVER EXCAVATION OF FOOTINGS, AS SPLICES AND CORNERS, AND HOOKED AT NON-CONTINUOUS ENDS OR EXTENDED 36 BAR FIRST CLASS. APPROVED BY ARCHITECT. DIAMETERS UNLESS OTHERWISE NOTED. 10. ANY DEFECTIVE WORK AND DAMAGE RESULTING THEREFROM SHALL BE REPAIRED AND/OR 13. PLACEMENT OF ALL COMPACTED FILL MUST BE UNDER THE SUPERVISION OF AN APPROVED 8. PROVIDE SLEEVES AND BOX OUTS FOR OPENINGS FOR MECHANICAL TRADES. FOR SIZE AND REPLACED AS REQUIRED AT NO COST TO THE OWNER BY THE CONTRACTOR. TESTING LABORATORY. CONCRETE FOUNDATIONS SHALL NOT BE PLACED UNTIL FILL HAS BEEN LOCATION OF ALL OPENINGS, SEE ARCHITECTURAL AND MECHANICAL DRAWINGS. OPENINGS 11. ALL WORK IS TO BE PLUMB,, LEVEL AND TRUE. CHECKED IN PLACE AND CERTIFIED BY THE TESTING LABORATORY. SHALL BE PLACED SO AS NOT TO AFFECT THE STRENGTH OF THE STRUCTURAL MEMBERS. 12. ALL WORK SHALL BE EXECUTED IN SUCH A MANNER AS TO PROTECT THE SAFETY OF 14. ALL FOUNDATION WALLS AND GRADE BEAMS SHALL BE BRACED DURING THE OPERATIONS OF 9. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL OPENINGS, PIPE SLEEVES, WORKMEN AND THE PUBLIC DURING CONSTRUCTION. ALL BARRIERS AND OTHER BACKFILLING AND TAMPING. , ANCHOR BOLTS, ETC., AS REQUIRED BY ALL TRADES BEFORE CONCRETE IS PLACED. PRECAUTIONARY MEASURES SHALL BE ERECTED IN ACCORDANCE WITH THE AUTHORITIES 15. BACKFILLING SHALL BE ACCOMPLISHED TO EQUAL HEIGHTS ON BOTH SIDES OF THE HAVING; JURISDICTION OR AS REQUIRED FOR SAFETY DURING THE ENTIRE CONSTRUCTION FOUNDATION TO PREVENT MOVEMENT DUE TO THE UNBALANCED EARTH PRESSURE. WHERE OPERATION. EARTH IS ON ONE SIDE ONLY, THE BACKFILLING AND COMPACTION SHALL NOT START UNTIL FRAMING: 13. THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE ADEQUATE BRACING IS PROVIDED FOR ALL FOUNDATION SUPPORT. THOROUGHLY TRAINED 'AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE 16. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED UNTIL FRAMED SLABS AND SLABS OF FAMILIAR WITH THE REQUIREMENTS AND METHODS NEEDED FOR PROPER 1. ALL STRUCTURAL LUMBER TO BE GRADE STAMPED DOUGLAS FIR LARCH NO. 2 OR BETTER. COMPLETELY FA PERFORMANCE MI THE WORK NOTED ON THE PLANS. GRADE BRACING THESE WALLS AGAINST EARTH PRESSURE, WIND AND OTHER FORCES, HAVE SIZED AS INDICATED ON THE PLANS BEEN IN PLACE A MINIMUM OF SEVEN DAYS. 14. THE CONTRACTOR SHALL COORDINATE HIS ACTIVITIES.WITH THE OWNER AND 17. BEARING CAPACITY FOR THE UNDISTURBED SOIL SHALL BE VERIFIED AT THE TIME OF 2. PLYWOOD DECKING AND SHEATHING TO BE APA RATED EXTERIOR GRADE 1/2" (MIN ARCHITECT/ENGINEER DURING CONSTRUCTION. CONSTRUCTION. IF REQUIRED BEARING CAPACITY IS NOT ACHIEVED, UNSTABLE MATERIAL THICKNESS) PLYWOOD SHALL BE REMOVED AND COMPACTED FILL SHALL BE USED. THE COMPACTED FILL SHALL 3. ALL COMPONENTS SHALL BE ANCHORED AND CONTINUOUSLY CONNECTED FROM THE BE WELL GRADED GRANULAR MATERIAL AND SHALL BE PLACED IN 12" LIFT AND COMPACTED FOUNDATION TO THE ROOF TO PREVENT COLLAPSE OR PERMANENT LATERAL MOVEMENT TO ITS 95% OF MAXIMUM DRY DENSITY DETERMINED ON THE BASIS OF ASTM METHOD UNDER WIND FORCES D-1557 4. ALL FASTENERS AND CONNECTORS INCLUDING NAILS, BOLTS, STEEL WIND ANCHORS, AND 18. ALL FOOTING REINFORCEMENT TO HAVE STANDARD HOOKS AT ENDS. TRUSS PLATES ARE TO BE HOT DIPPED GALVANIZED 19. MIN. CONC. COVER FOR REINFORCING SHALL BE 1-1/4" FRP SLABS. 1-1/2" FOR BEAMS 5. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH "HURRICANE CLIPS" @ 16" ON AND 1" FOR WALLS. ALL CONCRETE EXPOSED TO WEATHER OR EARTH FILL SHALL HAVE MIN. CENTER CONC. COVER OF 2". FOR BIGGER BARS LARGER THAN #5 OR 1-1/2" OR #5 BARS OR 6. 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R-38 BATT INSULATION NEW INSULATED EXTERIOR WALL SOLID BLOCKING ADA TOILET r MID SPAN MATCH EXISTING EXTERIOR SIDING. • MATCH EXISTING EXTERIOR SIDING. \ SOLID EXTEND 2" BEYOND TOP OF \ " j NEW INSULATED \ BLOCKING FOUNDATION NEW INSULATED STORAGE \ EXTEND 2 BEYOND TOP OF WALL \\\ MID SPAN 5# BUILDING PADA TOILET WALL FOUNDATION 1/2" PLYWOOD SHEATHING.(UNHEATED) • 15# BUILDING PAPER. � 0 1/2" PLYWOOD SHEATHING. 2"X6" STUDS 0 16" O.C. NEW CONCRETE SLAB. 2"X6" STUDS ® 16" O.C. REMOVE EXISTING 1 -6 \ 1 -3 I R-21 KRAFT-FACED FIBERGLASS 4" POURED CONC. SLAB W/ • 1/2" GYPSUM. MIN. ao INSULATION. 2-2"X4" ACQ Cr REMOVE EXISTING 6.6x14.10 W.W.M. OVER 6 MIL VINYL EXTERIOR SIDING 03 1/2 M.R. GYPSUM. PLATE W/ 5/8" DIA. EXTERIOR SIDING VAPOR BARRIER ON COMPACTED 95% ANCHOR BOLTS @ 48" POROUS FILL OVER COMPACTED 2-2X4 ACQ 04 / AND PLYWOOD. / / / AND PLYWOOD. / PLATE W/ 5/8" DIA. / 2-2"X4" ACQ PERIMETER OF S O.C. (TYP.) SUB-GRADE F S INSULATELAB W/ 2" RIGID / ANCHOR B (TYP.)@ 48" O.C. NP.) CONT. 1/2" CONT. 1/2" / ANCHOR BOLTS PLATE W O5 8" DIA. S � / / LT CONT. 1/2" EXPANSION JOINT INSULATION 24" HORZ., 24" VERT. / "V EXPANSION JOINT / EXPANSION „ / CONT. 1/2 / JOINT 48 O.C. (TYP.) EXPANSION JOINT yGRADE 2" RIDGED INSUL. TYP. o 0 z 2" RIDGED - 8" P.C. 2" RIDGED INSUL. TYP. FOUNDATION INSUL. NP. SHEER 2KEY o — — — — —— — —— ———— — — ——— ——— — — — — ——— ——— —— ——— —— — —— ——— — ——— ——— ——— — —— —— —— .° . ALIGN NEW CONCRETE SLAB. CONT. 1'-8"X1'-0" PROPOSED SECTION B PROPOSED SECTION A BOTTOM OF 4" POURED CONC. SLAB W/ P.C. FOOTING W/ (2) SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-O" FTG. W/ 6.600.10 W.W.M. OVER 6 MIL VINYL #5 CONT. BOTTOM EXISTING VAPOR BARRIER ON COMPACTED 95% POROUS FILL OVER COMPACTED SUB-GRADE 95%. INSULATE PERIMETER OF SLAB W/ 2" RIGID INSULATION 24" HORZ., 24" VERT. 0 w z w w o Elf __j z ¢ o � z TOILET ACCESSORIES w � Q MARK DESCRIPTION MANUFACTURER MODEL � CQ `� w � r-') � � 1- 0 � � cnQ % cno HORIZONTAL WALL MOUNTED BABY KOAL KARE OR APPROVED CHANGING STATION EQUAL BY ARCHITECT 7 0 • o - 51 1 MODEL# KB200- COLOR AS SELECTED BY ARCHITECT �,. 3'0"X6'8" d- xxSURFACE MOUNTED ADA DRYER SEE ELECTRICAL EQUIPMENT I I D 4 ® < 2 SCHEDULE => O 3 TILT MIRROR WITH STAINLESS BOBRICK, OR APPROVED EQUAL 6 5 F3] STEEL FRAME BY ARCHITECT 2 MODEL # B-2931830 ADA TOILET SURFACE MOUNTED SOAP BOBRICK, OR APPROVED EQUAL 1 3'0"X6'8" FRONT VIEW 0 DISPENSER BY ARCHITECT TOILET ACCESSORIES MODEL# 82111 3 v z „ TOILETSURFACTISSUUEND SP NSETED MULTR-ROLL BOBA CHRICK�ITEECT OR APPROVED EQUAL TOILET ACCESSORIES PLAN 0 4'—6 MIN MODEL# 8-2888 SCALE: 1/4"=1'-0" Lj.I 3,-6„ co _ 0 1 MIN SURFACE MOUNTED SANITARY BOBRICK, OR APPROVED EQUAL MAX3 "—41 " a NAPKIN DISPOSAL BY MODEL#HIBE 270 � 3'-0" 6'MAX 0 MIN o' 1 J"'4 STAINLESS STEEL GRAB BOBRICK, OR APPROVED EQUAL :3 " BAR WITH SNAP FLANGE SATIN BY ARCHITECT M) 7 INSULATE WATER BOTTOM OF FINISH WITH PEETTED GRIPPING MODEL# SEE THIS SHEET tD & DRAIN LINES 8c REFLECTIVE SURFACE SURFACE FOR LENGTH OF GRAB BARS Ld PROVIDE LAV. SHIELD STAINLESS STEEL UTILITY SINK UNIVERSAL - ONE COMPARTMENT � r� 0 — .I Q Q ] RECTANGULAR FLOOR MOUNTED, UTILITY SINK F3 z _ WITH BACK SPLASH MODEL# BS2118-1 2/2019 MF REBID CFD o n r� cI o --tDATE BY DESCRIPTION APPROV. BY ^ I o h/,-6, 9„ MAX N N N REVISIONS fi „ E 2,_O„ 8 6 M�IATTITUCK PARK DISTRICT 0 MIN _5„ SUFFOLK COUNTY, NEW YORK -� MIN FRONT VIEW SIDE VIEW ALDRICH LANE GARAGE ADDITION - REBID SIDE VIEW ` �1 PROPOSED SECTIONS E C_ WATER CLOSET LAVATORY ,��©�'�-IV )I U LR TYPICAL ADA TOILET ROOM MOUNTING HEIGHTS F`- ' j L. K. McLEAN ASSOCIATES P.C. rn o WARNING: IT IS A VIOLATION OF THE 1"; !j 1+ CONSULTING ENGINIEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 0 0 NY STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ��, Y.�jE;s / Desi ned e : Sheet No. c[i 9 y MCJ Scale: AS NOTED ANY WAY UNLESS ACTING UNDER THE o co DIRECTION OF A LICENSED Drawn By: SLIS Date: AUGUST 2018 n j PROFESSIONAL ENGINEER. Lj_ jL PLOT SIZE: 24" x 36" Approved By: RG'D File No. 16121.000 2"X8" ROOF RAFTER 0 16" O.C. SIMPSON H7Z HURRICANE ANCHOR 12 4 6" ALUMINUM GUTTER 1/8' /FT. TO EXTERIOR 2"X6" CEILING JOIST CONTINUOUS VENTED VINYL SOFFIT 0 16" O.C. W/ R-38 BATT INSULATION 5/8" M.R. GYP BOARD 1/2" PLYWOOD SHEATHING BATT INSULATION R-21 5/8" M.R. GYP BOARD MATCH EXISTING SIDING ROOFING DETAIL SCALE: 3/4" = V-0" GENERAL NAILING SCHEDULE NOTES: WALL STUD WALL STUD 1 . NAILING REQUIREMENTS ARE BASED ON WALL RAFTER ° JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING SHEATHING NAILED 6 INCHES ON-CENTER AT ° ° COMMON NAILS BOX NAILS °° °' THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON—CENTER AT THE PANEL TOP PLATES °°° ROOF FRAMING � EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, SILL PLATE °lih® � SILL PLATE BLOCKING TO RAFTER (TOE NAILED) 2-8D 2-10D EACH END NAILING REQUIREMENTS FOR STRUCTURAL ° WALL STUD MEMBERS SHALL BE DOUBLED, OR RIM BOARD TO RAFTER (END NAILED) 2-16D 3-16D EACH END ALTERNATE CONNECTORS, SUCH AS SHEAR WALL FRAMING LOAD PATHH2A BE USED TO MAINTAIN THE H2A WHERE LSTA18 RIDGE HDU5 SPH4 SP1 IS TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16D 5-16D AT JOINTS 2 CONNECTED MEMS R. WHEN WALLIS, THE CTOABULAOUDS OVER STUDS 8c STRAP @ EACH STUD TO STUD (FACE NAILED) 2-16D 2-16D 24" O.C. NUMBER OF NAILS SHALL BE PERMITTED TO RAFTERS ALIGN RAFTER/RIDGE BE REDUCED TO 1 -16D NAIL PER FOOT. HEADER TO STUD (FACE NAILED) 16D 16D 16" O.C. ALONG EDGES 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS ARE PERMITTED, CHECK BUILDING FLOOR FRAMING CODE OF NYS FOR ADDITIONAL REQUIREMENTS. JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-81D 4-10D EACH END BLOCKING TO JOIST (TOE NAILED) 2-81) 2-10D EACH END DOUBLE TOP PLATE BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16D 4-16D EACH BLOCK LEDGER TO BEAM OR GIRDER (FACE (NAILED) 3-16D 4-16D EACH JOIST JOIST ON LEDGER TO BEAM (TOE NAILED) 3-81D 3-10D EACH END BAND JOIST TO JOIST (END NAILED) 3-16D 4-16D EACH END BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16D 3-16D PER FOOT 3 SIMPSON H2A AT EVERY RAFTER o WHERE STUD AND RAFTER ALIGN Ui ROOF SHEATHING J oWOOD STRUCTURAL PANELS RAFTERS SPACED TO 16" O.C. 8D 10D 6" EDGE / 6" FIELD JACK AT EACH HEADER TO ACK STUD LOCATION 41 GABLE ENDWALL (RAKE W/O GABLE OVERHANG 8D 10D 6" EDGE / 6" FIELD H2A AT EACH CRIPPLE STUD TO 4141 GABLE ENDWALL (RAKE W/ STRUCTURAL OUTLOOKERS 8D 10D 6" EDGE / 6" FIELD TOP PLATE H8's AT EACH CRIPPLE STUD j GABLE ENDWALL (RAKE W/ LOOKOUT BLOCKS 8D 10D 4" EDGE / 4" FIELD TO HEADER LOCATION 3 SEE NOTE 2 BELOW 2/2019 MF REBID CFD j CEILING SHEATHING DATE BY DESCRIPTION APPROV. BY C GYPSUM WALLBOARD 5D COOLERS - 7" EDGE / 10" FIELD 2x ® 16" O.C. STUD WALL REVISIONS 0 WALL SHEATHING SP1 (OPTIONAL SPH) AT EVERY MA,TTITUCK PARK DISTRICT E o u NO UPLIFT WOOD STRUCTURAL PANELS STUD SUFFOLK COUNTY, NEW YORK CONNECTORS REWIRED ; li STUDS SPACED TO 24" O.C. 8D 10D 6" EDGE / 12" FIELD ; ' ALDRICH LANE GARAGE ADDITION - REBID �> " TT AND " FIBERBOARD PANELS 8D - 3 EDGE / 6 FIELD 0 0= I" GYPSUM WALLBOARD 5D COOLERS — 7" EDGE / 10" FIELD � NOTE: .`P SJ G.fa,� ^,� DETAILS � c 1. ANCHOR BOLTS NOT SHOWN f- N " FLOOR SHEATHING 2. IF HEADER TOUCHES TOP PLATES USE MTS16 AT EACH RAFTER TO HEADER CONNECTION fir. 3. USE CS16 COIL STRAP AT EACH STUD TO STUD CONNECTION (AS APPLICABLE - I.E. GABLE WALL) L. K. McLEAN ASSOCIATES, P.C. WOOD STRUCTURAL PANELS WARNING: IT IS A VIOLATION OF THE y I %::i l �P5 CONSULTING ENGINEER'S 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 CY)— 0 8D 10D 6" EDGE 12" FIELD NY STATE EDUCATION LAW FOR ANY r-9, =';s:. >,»J ° 0 0 1" OR LESS / PERSON TO ALTER THIS DOCUMENT IN `�r SE��S5 � Designed B MCJ Scale: AS NOTED Sheet No. N �.� �' 9 Y� GREATER THAN 1" 10D 16D 6" EDGE / 6" FIELD TYPICAL FRAMING AND UPLIFT CONNECTIONS DETAIL ANY WAY, UNLESS ACTING UNDER THE4�- 0 (0 SCALE: NTS DIRECTION OF A LICENSED - `�a_�f ..-�' Drawn By: SLS Date: AUGUST 2018 ^ 4 PROFESSIONAL ENGINEER. /� a/ PLOT SIZE: 24" x 36" Approved By: RGD File No. 16121.000 ELECTRICAL & FIRE ALARM LEGEND ELECTRICAL NOTES: 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE RULES OF THE NATIONAL ELECTRIC CODE AND THE ELECTRICAL CODE OF THE AUTHORITY HAVING JURISDICTION. 6" DIA. RECESSED LED LIGHTS 2. THE MINIMUM SIZE WIRE SHALL BE #12 AWG COPPER AND ALL WIRE SHALL BE ENCLOSED IN A MINIMUM 3/4" CONDUIT. 3. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE RESPONSIBLE TRADES TO EXTERIOR WALL MOUNTED LED SCONCE CUT/PATCH/REPAIR ALL WALL, FLOOR, AND CEILING PENETRATIONS AS NEEDED AND TO MATCH EXISTING FINISH. 4. ALL FIRE RATED WALL PENETRATIONS MUST BE FIRE STOPPED, INCLUDING CONDUIT, CABLE TRAYS, ETC. EXHAUST FAN�— CONNECTED TO OCCUPANCY 5. PROVIDE ALL REQUIRED PULLBOXES AND MISCELLANEOUS HARDWARE FOR ALL CONDUIT RUNS. ALL— — —— — SENSOR LIGHT SWITCH 3'0"X6'8" CONDUIT RUNS SHALL BE PROPERLY SUPPORTED. DN I o 6. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. 1R I o NEW DOOR OPENING I i GROUND FAULT INTERRUPT RECEPTACLE 7. BALANCE PANELBOARD LOADS EQUALLY OVER (3) PHASES. 3'-0" W X 6'-8" H I o GFI COORDINATE WITH EQUIPMENT AS REQUIRED 8. UNLESS OTHERWISE NOTED, ALL EQUIPMENT INSTALLED INDOORS SHALL HAVE A NEMA 1 RATING AND ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE A NEMA 3R RATING. i� 9. PROVIDE LIQUIDTIGHT FLEXIBLE CONDUIT CONNECTIONS FOR ALL EQUIPMENT SUBJECT TO VIBRATION. x $ LIGHT SWITCH CENTERLINE MOUNTED AT 48" ABOVE 10. ALL PANELBOARDS AND ELECTRICAL DISTRIBUTION EQUIPMENT SUPPLIED UNDER THIS CONTRACT I o FINISHED FLOOR SHALL BE PROVIDED WITH PHENOLIC NAMEPLATES INDICATING THE PANEL NAME. 00 11. ALL EXISTING LIGHTING/EQUIPMENT/DEVICES AND ASSOCIATED CIRCUITRY NOT SHOWN ON THESE DRAWINGS SHALL REMAIN UNLESS OTHERWISE NOTED. CONTRACTOR SHALL REWORK EXISTING WIRING I— — — — — — MBP EXISTING MAIN BREAKER PANEL TO MAINTAIN SERVICE TO EXISTING DEVICES NOT AFFECTED BY THIS WORK. STORA E PROPOSED WALL MOUNTED HEATER MODEL CS052T AS 12. PROVIDE ADDITIONAL #12 AWG GREEN COATED EQUIPMENT GROUND FOR ALL NEW 20A AND 15A WMH SINGLE POLE BRANCH CIRCUITS. MANUFACTURED BY CADET OR APPROVED EQUAL 13. THE ELECTRICAL CONTRACTOR SHALL AT THEIR OWN DISCRETION COMBINE HOME RUNS 14. THE ROUTING OF CONDUITS AND LOCATION OF PANELS SHOWN ON THE PLANS IS DIAGRAMMATIC ONLY AND SUBJECT TO SUCH MODIFICATIONS (WITHOUT EXTRA COST TO THE OWNER) AS 2"X6" ® 16" O.C. CONDITIONS MAY NECESSITATE. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNDERWRITER LABORATORY (UL) INSPECTIONS, COORDINATION, FEES AND PERMITS. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POWER AND FINAL CONNECTIONS TO ALL PROPOSED EQUIPMENT SHOWN OR SPECIFIED IN THE CONSTRUCTION DOCUMENTS. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING IN THE FIELD ALL REQUIRED WIRE SIZING FOR THE PROPOSED EQUIPMENT AND BALANCING LOADS AT THE MAIN BREAKER PANEL. 18. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING UNINTERRUPTED TEMPORARY POWER TO ALL TRADES (GENERAL, PLUMBING & ELECTRICAL) DURING CONSTRUCTION. 19. CIRCUITS FOR EMERGENCY LIGHTING NFPA 70, 700.17 BRANCH CIRCUITS THAT SUPPLY EMERGENCY LIGHTING SHALL BE INSTALLED TO PROVIDE SERVICE FROM A SOURCE COMPLYING WITH 700.12(NATIONAL ELECTRIC CODE 2005) WHEN THE NORMAL SUPPLY FOR LIGHTING IS ao INTERRUPTED. SUCH INSTALLATIONS SHALL PROVIDE EITHER OF THE FOLLOWING: x 19.1. AN EMERGENCY LIGHTING SUPPLY, INDEPENDENT OF THE GENERAL LIGHTING SUPPLY, WITH M PROVISIONS FOR AUTOMATICALLY TRANSFERRING THE EMERGENCY LIGHTS UPON THE EVENT OF FAILURE OF THE GENERAL LIGHTING SYSTEM SUPPLY 19.2. TWO OR MORE SEPARATE AND COMPLETE SYSTEMS WITH INDEPENDENT POWER SUPPLY, EACH SYSTEM PROVIDING SUFFICIENT CURRENT FOR EMERGENCY LIGHTING PURPOSES O UNLESS BOTH SYSTEMS ARE USED FOR REGULAR LIGHTING PURPOSES AND ARE BOTH KEPT LIGHTED, MEANS SHALL BE PROVIDED FOR AUTOMATICALLY ENERGIZING EITHER SYSTEM UPON ADA FAILURE OF THE OTHER. EITHER OR BOTH SYSTEMS SHALL BE PERMITTED TO BE A PART OF THE GENERAL LIGHTING SYSTEM OF THE PROTECTED OCCUPANCY IF CIRCUITS SUPPLYING T01 T LIGHTS FOR EMERGENCY ILLUMINATION ARE INSTALLED IN ACCORDANCE WITH OTHER EXISTING SECTIONS OF THIS ARTICLE. ELECTRICAL 20. ALL ELECTRICAL EQUIPMENT, DEVICES AND WIRING (BOTH HIGH AND LOW VOLTAGE) SHALL BE PANEL INSTALLED IN COMPLIANCE WITH THE REQUIREMENTS OF N.F.P.A. 70, NATIONAL ELECTRIC CODE. AT GFI 3'0"X6'8"WMH TIME OF COMPLIANCE INSPECTION, SUBMIT A COPY OF THE CERTIFICATE OF ELECTRICAL INSPECTION MBP FROM A FIRM AUTHORIZED BY THE TOWN TO PERFORM SAME. 3 Z D_. J Q U tY F- U W J W W PROPOSED ELECTRICAL PLAN 0 SCALE: 1/4"=l'-O" C 0 o_ U N s 02/2019 MF REBID CFD U L j 11/13/18 MF MOVED RAMP INTO PARKING LOT CFD 1q//2vm MB UPDATEDRIEEMDR PLAN CFD o DATE BY DESCRIPTION APPROV. BY REVISIONS v MATTITUCK PARK DISTRICT o SUFFOLK COUNTY, NEW YORK ° ALDRICH LANE GARAGE ADDITION - REBID ° C E = PROPOSED ELECTRICAL PLAN U •L ��EOF t'd�6�ir\ N -v L. K. McLEAN ASSOCIATES, P.C. rn 0 WARNING: IT IS A VIOLATION OF THEy„ ie� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 NY STATE EDUCATION LAW FOR ANY _ .I �� C •V ' �f? Designed B Sheet No. 0 0 PERSON TO ALTER THIS DOCUMENT IN �� -�;;,`ay;,�� ca 9 y� MCJ Scale: AS NOTED co N ANY WAY, UNLESS ACTING UNDER THE 0 CO DIRECTION OF A LICENSED �i�,,� �\�' Drawn B : SLS E 1 �., ,�fi��, , y Date: AUGUST 2018 n % PROFESSIONAL ENGINEER. �� PLOT SIZE: 24" x 36" Approved By: RGID File No. 16121.000 PLUMBING NOTES: 1. ALL PLUMBING WORK UNDER THIS CONTRACT SHALL CONFORM TO THE CURRENT LOCAL PLUMBING CODE AND THE BUILDING CODES OF NEW YORK STATE 2. ALL MATERIALS SHALL BE NEW UNLESS NOTED OTHERWISE 3. THE PLUMBING CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LABOR AND MATERIALS INSTALLED UNDER THIS CONTRACT AND SHALL GUARANTEE THE WORK PERFORMED UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF COMPLETION OF HIS WORK. 4. THE PLUMBING CONTRACTOR SHALL CONSULT AND COOPERATE WITH THE GENERAL CONTRACTOR, HEATING CONTRACTOR, ELECTRICAL CONTRACTOR, ETC. IN ORDER TO AVOID INTERFERENCE DURING INSTALLATION OF WORK. 5. THF PLUMBING CONTRACTOR SHALL PREPARE AND FILE ALL REQUIRED PLANS AND PERMITS WITH THE LOCAL AUTHORITIES AND SHALL PAY ALL FILING FEES AS REQUIRED. HE SHALL OBTAIN ALL WORK PERMITS AND WRITEOFFS AS REQUIRED TO EXECUTE THIS WORK IN A LEGAL MANNER. 6. THE PLUMBING CONTRACTOR SHALL FURNISH TO THE OWNER ALL CERTIFICATES OF INSURANCE AS REQUIRED BY THE LAW. 7. THF PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO ALL PLUMBING EQUIPMENT REGARDLESS OF WHETHER SHOWN HEREIN WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. 8. THE PLUMBING CONTRACTOR SHALL PERFORM ALL CUTTING, EXCAVATION, BACKFILLING, ETC. AS REQUIRED FOR THE INSTALLATION OF THE WORK AND SHALL PERFORM ALL FINAL PATCHING RACK TO ORIGINAL STATE, i UNLESS OTHERWISE NOTED. ROOF 14 VENT THROUGH ROOF _.___.. ..___. . . . t. 9. THE PLUMBING CONTRACTOR SHALL PERFORM ALL TESTS REQUIRED BY THE LOCAL AUTHORITIES HAVING I JURISDICTION AND ARRANGE FOR ALL INSPECTIONS AS REQUIRED AT NO ADDITIONAL COST. i 3" 10. ALL NEW CONNECTIONS TO NEW EQUIPMENT SHALL BE PERFORMED IN ACCORDANCE WITH THE CODE AND ----1-----i-------i THE EQUIPMENT MANUFACTURERS RECOMMENDATIONS. 11. ALL UNDERGROUND SANITARY AND STORM PIPING SHALL BE EXTRA HEAVY CAST IRON WITH BELL AND 2,. I � 1�" i 1�" SPIGOT OR "NO-HUB" JOINTS. WC 12. ALL SANITARY AND STORM PIPING INSTALLED ABOVE-GROUND SHALL BE CAST IRON WITH "NO-HUB" JOINTS I LAV i SLOP i -� OR GALVANIZED WITH DRAINAGE PATTERN FITTINGS FOR SANITARY AND STORM WASTE PIPING AND MALLEALE SINK I I I FITTINGS FOR VENT LINES. I i i F.I.I.II I I I 13. ALL COLD AND HOT WATER LINES SHALL BE "L" COPPER TUBING WITH CAST BRASS OR WROUGHT COPPER FITTINGS AND SOLDER JOINTS AS PER THE PLUMBING CODE. FLOOR FLOOR CO. j - - 3'0"X6'8" 14. ALL COLD AND HOT WATER PIPING AND FITTINGS SHALL BE COVERED WITH A MINIMUM COVERING OF 1" 4 HOUSE TRAP '� 2" 2" Ac MOLDED FIBERGLASS PIPE INSULATION WITH A MAXIMUM "K" FACTOR OF .24 AT A TEMPERATURE OF 75 Q DEGRESS F. FITTINGS, VALVES AND APPURTANCES SHALL BE INSULATED WITH MOLDED INSULATION WITH THE SAME THERMAL CHARACTERITICS 4" O PROPOSED 4" SANITARY WASTE LINE TO SANITARY TARY 15. ALL PIPE HANGERS AND SUPPORTS SHALL BE AS PER THE CODES OF NEW YORK STATE SYSTEM. SEE SITE PLANS FOR CONTINUATION. AB 16. ALL NEW PLUMBING FIXTURES SHALL BE INSTALLED WITH ANGLE STOP VALVES IN THE SUPPLY LINES BELOW THE FIXTURES. SANITARY RISER DIAGRAM ADA 17. ALL NEW FIXTURE SUPPLY PIPING AND WASTE PIPING SHALL BE CHROME PLATED AND SHALL HAVE CHROME N.T.S. TOILET PLATED ESCUTCHEONS INSTALLED AT THE PENETRATIONS THROUGH THE WALLS. LEGEND 3'0"X6'8" 18. ALL NEW VALVES SHALL BE "FAIRBANKS" OR EQUAL RATED AT 125 PSIG, WOG, OR APPROVED EQUAL. SANITARY LINE 19. HOSE BIBBS SHALL BE AS SPECIFIED VENT PROPOSED PLUMBING PLAN 20. PIPE SLEEVES SHALL BE INSTALLED AT ALL PENETRATIONS THROUGH WALLS AND FLOORS. SCALE: 1/4"=1'-0" 21. WATER HAMMER ELIMINATORS SHALL BE INSTALLED ON ALL DROPS IN THE WATER LINES SERVING THE TOILET ROOMS AND OTHERAREAS. 22. BALL VALVES FOR WATER SYSTEM SHALL BE BRONZE BODY WITH CHROME PLATED BRONZE BALL, STAINLESS STEEL HANDLE, DURAFILL SEATS AND SEALS RATED PSIG WOG. 23. ALL PIPING SHALL BE TESTED AT A MINIMUM OF 1.5 TIMES THE OPERATING PRESSURE UNLESS OTHERWISE NOTED ON THE DOCUMENTS OR IN THE CODES AND IN ACCORDANCE WITH THE UTILITY REQUIREMENTS. 24. SHUT OFF VALVES SHALL BE INSTALLED AT ALL FIXTURES. 25. BUILDING SHALL NOT BE UTILIZED WITHIN WINTER MONTHS. P.C. TO INSTALL ALL NEW PLUMBING PIPING & FIXTURES. CAPABLE TO BE DRAINED BY OWNER WHEN NOT IN USE. PLUMBING SCHEDULE MARK DESCRIPTION MANUFACTURER / MODELI ADA COMPLIANT LAVATORY, WALL MOUNTED TRITON BOWE WITH HOT AND COLD, DECK MOUNTED 0.5 GPM CENITERSET BATHROOM SINK FAUCET AA VALVES WITH AERATED FLOW AND LEVER HANDLES MODEL# K-40OT20-4ANA-CP OR APPROVED EQUAL ADA COMPLIANT FLOOR MOUNTED TOILET, HGHJNE- CLASSIC COMFORT HOGH M-PIECE AB TOP SUPPLY ELO UTED 1.0 GPF TOILET WITH PRESSE LITE FLUSH TECHNOLOGY AND RIGHT4NND TRIP LEVER 3 MODEL# K-3519-RA-0 OR APPMED EQUAL rn -v to STAINLESS STEEL UTILITY SINK RECTANGULAR UNIVIT&L - ONE COMPARRIENT U11U1Y SINK AcFLOOR MOUNTED, WITH BACK SPLASH MD" BS2118-1 OR APPROO EQUAL 0 0 z a o_ w c� z m J lZ N L U N L U Q rn 2/2019 MF REBID CFD 3 DATE BY DESCRIPTION APPROV. BY REVISIONS v MATTITUCK PARK DISTRICT E SUFFOLK COUNTY, NEW YORK v ALDRICH LANE GARAGE ADDITION — REBID C 0 PLUMBING RISER AND DETAILS E _ - L ��-oe rari�r� 0 C.��0 -6 L. K. McLEAN ASSOCIATES P.C. WARNING: IT IS A VIOLATION OF THE a;`'; r' "",a^ CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 0) 0 o NY STATE EDUCATION LAW FOR ANY •- iKr-n4,,. iJ -$; �`° B Sheet No. PERSON TO ALTER THIS DOCUMENT IN �: Desi/Designed 9 y: MCJ Scale: AS NOTED N 00 ANY WAY, UNLESS ACTING UNDER THE o DIRECTION OF A LICENSED �`�c"�a - t4' Drawn By: SLS Date: AUGUST 2018 PROFESSIONAL ENGINEER. P 1 Approved By: RGD File No. 16121.000 PLOT SIZE: 24" X 36" C��1�.. . SURVEY OF PROPERTY °F -- 51TVATE: LAUREL pf, 0G\o��O SU SOL K OU>°TY LD 1�tY d N°�o�� o�� N SUR�(EYED 0I-I5-04 P e\ f°9�f(��'�r C-09 UPDATED 04-0q-200 Lave W E SUFFOLK COUNTY TAX # r 1000-125-I-2.6 CERT=TO: � ,c ,X X Rattituck Pgrk IDnstdct �p5 FE OS � c �0 $X 090,0 001! 1��K 2 �i �Oo \ q� - 0 i \ I \ o \� \ � I i \ 5to�y 8awe w X �\1d\ng X� V N .0101, .O 1 \ Z- D6, R I\ oreo 1 �X s e PorktIl9 \�)C �1XpnK Fe Z. o ll X . i � X A+ 11 56.1 1 XS 0,0 �1 F �h ° \ X f 1 1 O \ 4 t « n NOTES: MONUMENT FOUND 7�- Rn - Q�k1tn�\\le GRAPHIC SCALE I°=saJOHN C. EHLERS LAND SURVEYOR RE 000 ACRES 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 f O 50 100 150 RIVERBEAD,N.Y. 11901 369-8288 Fax 369-8287 REF,-C:\UsersVohn\Dropbox\04\04\04-104.pro Wv]L.l I.M.NRI GVMw.\Nn2YeplrpPd�pip{pv LEGEND: 4 wog"nd ..�. _ _ ...� PROPERTY LINE y ��rfln a� 1 1 - EXISTING CONTOUR Va r�M„ �;�` ewe, f --` -- EXISTING ELECTRIC `"; G f•'° Hfghw{nA Farm. n � EXISTING TELEPHONE e" fin' O Tv- -- EXISTING CABLE TV _ 2 SCTM#: 1000-125--01-2.60 r __ ZONING: AC-AGRICULTURAL CONSERVATION EXISTING GAS - PROJECT ,� N I USE: ATHLETIC FIELDS j` I LOCATION N N/F: MATT'ITUCK PARKS DISTRICT , EXISTING LIGHT POLE Ha1C4'raYl{,wNursary• „ , y m o ----X EXISTING CHAIN LINK FENCE - - EXISTING WOODEN BUMPER RAILS N EXISTING PORTABLE BATHROOMS EXISTING TREE y 2F EXISTING SHRUB LOCATION M A P I �i'. --- --- EXISTING U.G. ELECTRIC N.T.S. 1 'WING �, �� EXISTING 1.25" DOMESTIC WATER SERVICE IGATE MULTI—risr TITr.DE kST, EXISTING SEPTIC TANK SITE DATA: LHAINt_INk' F LPA EXISTING LEACHING POOL SCTM#: 1000-125-01-2.6 ENCS x-___ x' x _ -~ x_ c- / x`` x- SITE AREA: 6.0 ACRES " \ _ '�� -�.-•`mmE x �""° x------- x -.�_ '�' s EXISTING 4"0 SDR35 SANITARY PIPE StiFD x y x _ _ BUILDING AREA: 1,422 SF c_..."°_`v_r•_-----�.._.r.... M ��_ x � _ x 1�7' Chf,�T f C7S � F. .r_ _.. P./{F' FIELD !_104T GRfi.,, �� ~_ ._., �-_T_m m x_m. N(x1r GROUNDWATER MANAGEMENT ZONE: IV POP TAP IP1k F' u pry' f Y`........... \ � .,.m,..,..�,........,.,..-,.,...r.....r,,.- RAD zo ., ,y� l �? i T 71C,� !1F ,S'T1 mr- Pi,:,I vrr- > s / GRASS \ l L� °' - - ----- 0 N x fIf:L0 L101T p�9 \ ? 4 N Z O Oo -------- I ----- > � � ------- ------- ------- AS-BUILT J J "" i p� , N� � x t1. �' 'Soa DVE SANITARY DISTANCES oc ( �` N SIGN r FROM CORNERS OF BUILDING — 0 2 r O Q. W FM / OSI / 110 ,� o - ' - i 1 N ( 22' � '� a 1, u ST 53 23 Z iB =-= -- ____ --_�. e' LP 1 66' 35.6' Z x A _�_. NOTE: rn pip' y _.,.. r-----t`r"-..-- --- r __---r ` d-�ar�•'' �... 's�' {' , i DISTANCES ARE TO THE N CENTER OF MANHOLE COVER � - f I EX. 1-1/2 STY, r -�. � i, i ( �'. �� 0 WD. FR. GARAGE I C. ' Pflmu s Cf"F,E, .�� ijE14,1AfE1_N wc�i J� i 1sr .�i ,.,, d. r t.rS> o METER 3 "o--� STO111F F'�CrN FI�c.T4'! LCar � cii ' Q7 n �� \p R0L7F lJVERNANL ;TEL, BG]XOnO RC7C7 LEADER 1 I �,pINTO GROUND INV=22,35 O Z O I � \o f J ` M / r m 1 x r 1 1 i / rr SUFFOLK COUiSTY D E PA R T+vx Z N T 0 F FLi'i'lSERVICtiS ( �ATTITtlCJf PnR�', i � OVAL Or CCfVCTR,�C i Ea WOf;iCS � � r �. � DISTF'T�°•T raa1e EB O 1 �:FI Irl L ,/ r 1 LXI�� f f'- . IRCf.No. ' 1� -� \ x _ J°'g V LL I / `� 11 �\ -.x, .._.°...._ a�.,1 .s 4•.... iSN I � �141eJ WOODS 1 �. t �, ..._ _ x � �ff•,I':t,u, <rl ;[f)f(,i � �^s"t rr �. O I / CIF's NI JG " x x _ 4' a tY�l' fu; d f�' < �ti i r j... �u O \ � \ 1 / ~,,.. "^ +.,....-..e. "x L:�vur.+Lfii I A 1 i SRA�"�` r VL717Dr Craig Knepper, P.E., Chief �.. / �.i i 4 ,.• i 77i";: 1 y T .m -. ,, - --- �,�v � — - { --'- Me - �r ° - - fv- SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES `,«./^�""" � .»,�. � �^r�__.....— -y^nr - --f.TV . .-f"5`J -.{" N20°31'20'E 452.87', j tCi" W 22 ALDRICH LANE 13 2020 SURVEY NOTES: SITE PLAN 0 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. BEARINGS SHOWN ARE REFERENCED TO LIBER SCALE: 1"=20' j 12328 OF DEEDS AT PAGE 520. DATE BY DESCRIPTION APPROV. BY 2. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. REVISIONS Q E3. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S MATTITUCK PARK DISTRICT o "EMBOSSED" OF: "INKED" SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. SUFFOLK COUNTY, NEW YORK s 4. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE ALDRICH LANE GARAGE ADDITION c PROFESSIONAL (LAND SURVEYORS. N -J z 5 . SAID CERTIFICATIONS SHALL ARUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS pF kk1 0 SANITARY AS - BUILT PLA N •• ` BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO I- V THE ASSIGNEES OF THE LENDING INSTITUTION. I I 6. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. L. K. McLEAN ASSOCIATES, P.C. N O WARNING: IT IS A VIOLATION OF THE i CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 ..1.�. O o 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. NY STATE EDUCATION LAW FOR ANY N •- PERSON TO ALTER THIS DOCUMENT IN v6985 Designed By: CFD Scale: AS NOTED Sheet No. N ANY WAY, UNLESS ACTING UNDER THE S`O�Q DIRECTION OF A LICENSED PROF-- Drown By: MF Date: JANUARY 2020 1 of 1 PROFESSIONAL ENGINEER. [ Approved By: RGD File No. 16121.000