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HomeMy WebLinkAbout47713-Z ¢�O��g�fFat�-coGy Town of Southold 8/5/2023 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 t2rrx'�sr" CERTIFICATE OF OCCUPANCY No: 44415 Date: 8/5/2023 THIS CERTIFIES that the building COMMERCIAL Location of Property: 13200 Route 25,Mattituck SCTM#: 473889 Sec/Block/Lot: 114.41-9.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/20/2015 pursuant to which Building Permit No. 47713 dated 4/21/2022 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: existing dwelling converted to commerical office building with two apartments as applied for per ZBA#6677, dated 9/19/2013, and ZBA#6677 De Minimus dated 11/21/2022, and New York State Variance Petition#2016-0146 dated 12/15/2017. The certificate is issued to 13200 Main Road Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-12-0003 12/27/2021 ELECTRICAL CERTIFICATE NO. 47713 8/29/2022 PLUMBERS.CERTIFICATION DATED 6/4/2022 id d y lumbing,lif Au or e nature �o�SufcD TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "� • � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47713 Date: 4/21/2022 Permission is hereby granted to: 13200 Main Road Corp PO BOX 132 Mattituck, NY 11952 To: Construct additions and alterations to an existing single-family dwelling to be converted into a commercial building with office space and apartments as applied for per Planning, ZBA & SCHD approvals. Replaces BP#41616. *Additional renewals and amendments may be required. At premises located at: 13200 Route 25, Mattituck SCTM # 473889 Sec/Block/Lot# 114.-11-9.1 Pursuant to application dated 4/21/2022 and approved by the Building Inspector. To expire on 10/21/2023. Fees: PERMIT RENEWAL $555.20 Total: $555.20 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41616 Date: 5/9/2017 Permission is hereby granted to: 13200 Main Road Corp 13235 Main Rd PO BOX 65 Mattituck, NY 11952 To: construct additions and alterations to an existing single-family dwelling to be converted into a commercial building with office space and apartments as applied for per Planning, ZBA & SCHD approvals. At premises located at: 13200 Route 25, Mattituck SCTM #473889 Sec/Block/Lot# 114.-11-9.1 Pursuant to application dated 8/20/2015 and approved by the Building Inspector. To expire on 11/8/2018. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,060.40 CO -COMMERCIAL $50.00 Total: $1,110.40 Bu nspector 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 Dat— New Construction: Old or Pre-existing Building: (check (check one) Location of Property: l 3p7c �l/.{-�f,J 44,( House No. Street Hamlet Owner or Owners of Propert ��O ,� � ®gyp Suffolk County Tax Map No 1000, Section Block 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) I Fee Submitted: $ /J pplicant Signature 1 so�ryOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(Qtown.southold.ny.us Southold,NY 11971-0959 Q�yCOU�,N� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 13200 Main Rd Corp Address: 13200 Route 25 city:Mattituck st: NY zip: 11952 Building Permit#: 47713 Section: 114 Block: 11 Lot: 9.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Two Gang Electric License No: 4693ME SITE DETAILS Office Use Only Residential Indoor X Basement X Service X Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey X 3rd floor X Garage INVENTORY Service 1 ph X Heat Duplec Recpt go Ceiling Fixtures 8 Bath Exhaust Fan 3 Service 3 ph Hot Water 30AX2 GFCI Recpt 12 Wall Fixtures 2 Smoke Detectors 3 Main Panel 150X3 A/C Condenser 3 Single Recpt Recessed Fixtures 52 CO2 Detectors Sub Panel 200X1 A/C Blower 3 Range Recpt 50AX2 Ceiling Fan Combo Smoke/CO 5 Transformer UC Lights Dryer Recpt 30A Emergency FixturesTime Clocks Main Disconnect 400A Switches 32 4'LED 7 Exit Fixtures 3 Pump Other Equipment: fridge 2, oven 2, dw 2, micro 2, mini split 2, ac 1 Notes: office and two apartments Inspector Signature: Date: August 29, 2022 S. Devlin-Cert Electrical Compliance Form 'Of S©(/r�O�c� . Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q Southold,NY 11971-0959 BUILDING DEPARTMENT ® (C � IIJJ n�j TOWN OF SOUTHOL U JUN 2 4' 2022 BUILDING DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No.. d 1-- — Owner:—z3522—Q0� _�d (Please print) Plumber: I eA ® -& ��, i,✓ N (Pleas print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plums be Signature) Sworn is ay of ,Jv , Notary Public, County Anthony H.Palumbo Notary Public,State of New York No.02PA61140329 Suffolk Co Commission Expires Aug.9,A10- aso 4"ouNv m TOWNOF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY K FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING llj�"RKS: Ly- v DATE INSPECTOR 1 a OF sou, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] 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: J � j DATE INSPECTOR QM `r ` OF 80 coum,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT REMARKS: (o,�"6'. ti'1 WRIC (FINAL) �rr�rYt' DATE �?J INSPECTOR SOUTy�Io TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 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) REMARKS: - 07 DATE -101z,<117INSPECTOiZ;a�� so �ycOUHiV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLEIG. [ ] FOUNDATION 2ND ( INSULATION ( ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [V, FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ow �( l i2Ls w , it s J�t LA inn/NbAlK pr cel-- DATE INSPECTOR 50Ulho h� 6 * TOWN OF SOUTHOLD BUILDING DEPT. °yco 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI [ ] CAULKING REMARKS:� ! .) f161k -.� - � - - v. I [Aoidf ov wdAp,-/ Vrl S'I�hS v Qi +u .� D ✓ v �ry &--kC� R r i w S �✓ � bre Cl PA DATE INSPECTOR �o��,oF souryO� TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL /e..� [ „ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RARKS: o6C 1G v d� (Lei J DATE J I INSPECTOR pF sou yO� -i -7 713 3 ZO 0 M a rA �c1 # # TOWN OF SOUTHOLD BUILDING DEPT. courm��'' 631-765-1802 ' INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) &A ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: e 4-- aVPlAC4M 9A�� Ad I SS A4 Q t8 I ss 1)n Jo I at/70(it �O r a a 0 rant — do A-� Afv) ,.o- Ape 00)4 1 DATE ZZ. INSPECTOR OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �F sOU P.O.Box 1179 54375 State Route 25 Tye/_ Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) �� �. Southold,NY Telephone:631 765-1938 www.southoldtownny.gov ;2.0 • �O fyeou- PLANNING BOARD OFFICE TOWN OF SOUTHOLD r\ July 25, 2023 - J U L 2 6 2023 ' Anthony H. Palumbo, Esq. BUH,DiNG DEPT. P.O. Box 132 TOW',. Mattituck, NY 11952 Re: Approved Site Plan: "William Goggins" 13200 NYS Rt. 25, ±225'west of Wickham Ave., Mattituck SCTM#1000-114-11-9.1 Dear Mr. Palumbo: The Planning Board has found that the requirements for the Site Plan referenced above have been completed based on the filed Covenants & Restrictions (Liber D000012726 Page 373), Sanitary Flow Credit Certificate issued by the Southold Town Board April 27, 2023, the site inspection made by Planning staff June 22, 2023 and the Planning Board work session on June 26, 2023. The site is in general conformance with the approved site plan entitled "Alterations to 13200 Main Road, Mattituck" prepared by James J. Deerkoski, P.E. dated January 30, 2012 and the Planning Board supports the issuance of a Certificate of Occupancy. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Donald J. Wilcenski Chairman cc Michael Verity, Chief Building Inspector Michael Collins, Town Engineer Town of Southold Certificate No. 1-2023 Suffolk County,New York SANITARY FLOW CREDIT CERTIFICATE This is to certi fy that the entity ident fed below has met the Southold Town Code requirements for Sanitary Flow Credits. This certificate may only be used for the specified use and construction of the project listed below. Entity Name: 13200 Main:Road Care.. . Legal Address;; - 13200 Main Road -lVIattituck,NY 11952 Project Name; 13200 Main Road Corp. Project Location: .13200 Main Road Mattituck.NY 11952 Number of Credits: 0.62 Credit Use: Create=an-Affordable-unit-that will remain.in perpetuity Issue Date: April 27,2023. Expiration Date: April 27,2024 (SEAL) Scott A.Russell;:$uperviso� Denis:Nonca .row,Town Clerk Do not accept this transcript unless the raised seal of the issuing locality is affixed thereon. Any Alteration Invalidates This Certificate ad.mnt 100 :1rekh.me."Tichs+,olagccs. 7s*o.5i ?1ec1 tt INSPLATIOIN CERTIFICATE (oti ddan1lb 2.0,'Arctl6ea�w M06Seal` ).t.0 ftP1y1ngwith 1C -ES REPORT 345g- ThIs.formmust bofilled out andpcxstedtocotnptlrwitl' buildinticod,,oreouiremenu. Moetstac requirements: -,2Q0 1!Rc--lV1101'.,N1'101e4--HI1018 itQ09 IRS-,F111�11'� 4'+tt'1Q1�:+1,.:M11S1�1.8. Please, lt:k to ie t�tl�al; t�lttl,"i t� i d R`},t ptgr�2�-.Pj8tic.and liit&nab l Residential Code VKQ.Z .1�7�, i tliC'l01.4 16aA`l?las cs, ou spe c requfre enM °i i�e1.��ofeM�!httartetl' QuadFbarn��. S" p�3�ur�ettiane igairi inst��at1 t0(S��l'�a9ftve beL*n,nstalIM In accorda nce vA mairi�f c it es Prixessih 0ul�9rtes toppravide.a then a_l 6946 Ke O Area IniWated Aged.R Valve Thickness' Attk Area+ R n at Sr_ Inches Sloes:<ellts. R- at — Inrhes:-- -walls(Fwauda). R, z-( at7 inches. Walls(Foca#on): R= at Inchef, Floors(o.'Mr an tnt'►ea W craM s22ce}, R- at. Inches weatii i at Inches- - Ath-&.0oitzatlan): Pt at Irac�fes �Nosnriaal t#�d�ssrsase rep+�sen ot'Cr�;spr�p-aPR�tc��a�eri�l. Bateoftrtsuf fion 804ing Contractor Insulation Contractor lhklaljon.'Coh actor phone h$t0ed!icy Qua_dR)W- Batch..Numbe--Us INSULATION CERTIFICATE DO MOTREMOVE Tease post near akctdcat pan¢I. The kam pinsdc has 4een:irist W In accordance with:th4 teims a tid conditions of ESR-3459.'and_thatanlralteratlons to the attic ii Lust b e consent r Lt with inose rpqu]r4cn nts.'Arca riot intended for occupancy or storaQo- Occupied areas mint be protest dvrttli-a#h4rtnal.hariiar., NTOTE?a NOMEOWNEft:access to tints attICIs IJMitQdto servicing ofutitities Sad cqu1pnwnt onbuilding codo mquireimms. • to 069 • , KYNENE8 THE EVOLUTION OF INSULATION MAY 13 2022 TOWN OF SOU-MOLp INSULATION CERTIFICATE This form must be filled out and posted to comply with building code requirements. Meets IRC requirements: 2006 IRC-N1101.2,N1101.4,N1101.8 2009 IRC-N1101.2,N1101.4,N1101.8 2012 IRC-N1101.3,N1101.7,N1101.12 The following spray polyurethane foam product(s)has/have been installed. ❑ LD-C-50 ❑LD-R-50 ❑ MD-C-200 ❑ MD-R-200 ❑ MD-R-210 ❑Other Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code(IRC)2006 IRC R314,2009 IRC R316,2012 IRC R316-Foam Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulation system(s)has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness* Attic Area R- at inches Sloped Ceilings R- at inches Walls(location): lExterior Walls(Closed Cell R- 21 at ® inches Walls(location): I I R- at inches Floors(over an unheated crawl space) R- at inches Crawl Space Perimeter R- at inches Basement Walls R- �� at �� inches Other(location): lRoof Area(Closed Cell) R- 35 at ® inches •Nominal thicknesses are representative of field,spray-applied foam material. lobsite Address 113235 Main Rd Mattituck NY 11952 Date of Insolation Installation IFebruary 15, 2018 Building Contractor I North-Fork Drywall Insulation Contractor I Cary Insulation(A Truteam Company) Insulation Contractor Phone 1(631)218-9350 Installed By ILuls Hernandez and Daniel Garcia INSULATION CERTIFICATE • DO NOT REMOVE Please post near electrical panel. �,; ► : TWO ELECTRIC, INC PO Box 2764 Southampton, NY 11968 631-283-5700 Fax: 631-283-5139 infoAtwogangelectric.com September 25,2017 To: BRSLI, PSEG. Re:400 Amp UG Service Upgrade with four meters. MAY 1 3 202 2 Lo BUILDINU-._:-I. Customer: Anthony Palumbo TOWN OF SOUTHOLD 13200 Main Road Mattituck, NY 11952 X Street, Love Lane Existing Meter#98852040 Two Gang Electric, Inc.has been contracted by the above referenced Customer to upgrade the electrical service. We would like to install a new 400 amp single phase UG service with four separate meters. We will be installing 1 set 500 mcm Ape copper in a 4"PVC conduit to the existing pole in front of address.We will mount a 4 position meter stack with a 400 A disconnect. The Customer will be completing 3 new applications for the new meters.The Building will be used for a Law office, Two 1 Bedroom apartments and a Detached Garage. We are forwarding a Copy of a Temporary Electrical Certificate, Load Letter and a copy of a marked survey noted the new meter pan location. Thank you, Walter Warkenthien Cell 631 559 7880 November 22,2017 To:PSE&G, BRSLI, Re: 150 Amp Single phase UG to Service for detached 2 car garage. Location and Owner of Property Anthony Palumbo 13200 Main Road Mattituck NY. 11952 X Street: Love lane Load Letter: Garage is used for storage at this time. Does not have heat of water. (2) 1200 watt Garage door motor 1500 watts of lighting and receptacles. Thank you Walter Warkenthien Two Gang Elecetric Inc. 0 631 283 5700 C 631559 7880 `•;' 052 . . f• ',fir . r}�{ �• I - -"- ,`tip!` '', � .,S`'; It CL204 CSS LZPA t..,.�t t•,. ', .. _ F I�E iii� c:onz � �'��t.. t 'lisiflilliili:l:i°,Il.`�Il,Ili�>llf°. ', •, elk, ot Y np - Sn 77 �r• v°fC r � PARTMENT /l1- " TC WN OF OUTHOL �► ,� Town Half Annex:0 $487.5 MainRoad ;P Q: Box,, 1:79 ®_Southold;: NY`, :1971.x.0959 ' 'QU Teleph one (631.).765=1.$Q2 *.1=ax (6 1) :765=95t}2_ 2o: Number of MetersTmparary �prtifidate v Size � � � Phase - _ a .. �..'f; - •'-. - . " -; . .. ' . Overhead U 0 - dergroure New Service Change of Service F QI✓ie.c��n��f Exit'ting8ervicia Location f Issued to '�+r- a, ; .f_ Installed by �' t :l�ic. '. • . w Reference ' at* 'h6- on�,o ' .oucld :0.raplicafis ro�ifcn.Applicati n forelectrical se vice quipeen .is on_file:w-with'' that this installation is complete, the tonin itiill cor�du t a premv,es in' ecti0n of_the.service:equ per ent:: This verifioat7—is-vaild for 90 days fro Ithe above date, Authorized by `� ��I ING OLD' To«an&l2il.fitiriex D-5437.5 M iii j3eaa.'F B6X4179: Soutiiolcl,:f+JY 1:1971'-D959;:.`.`:, Telephone"(63S)765=1802•-Fak(631)765 9502„ Daft " 20' Number of tvieters Temporary' Size i'hase _- Cuerhead Underground New Service Change of Service '�. .Recoti�ect Service"X Location i .. f'1 . e, r,� � } i �� �f Issued to . `Sr Installed by $:�f_ '^( � l ic-n � A Re erenc., Application for.electrical service equipment is on;fife wfi ;the TownofSquttoltl:Qn'aQplicant's notification ' that this instaltation is.QO;m,plete;the town will conduct a premis®s.irtspectii n.of"the:s"ervice equipment:';;> �t This uerificatiet-i lid`fot�9 efro "the ove date: • : Authorized b �` .)E74 a60 G'V' 5 0 PSEG s° Mr.wake ddnga work for sou. APPLICATION FOR NON-RESIDENTIAL CUSTOMERS This is your application for electric service.As a customer,you agree to pay for the service supplied at the rates,charges and terms of your service classification prescribed in the Long Island Power Authority's tariff for electric service and rate schedule. Service classification and rates may change from time to time and our service will be supplied in accordance with all such changes. A copy of our current non-residential rate schedule is provided with this application, and the tariff is available in every Customer Service Center and online at WNW pseQllny.COm.Customer Representatives are also available to answer questions and provide assistance in our Business Call Center at 1-800-966.4818(within the Metro NY area) or 631-755-9417(outside the Metro NY area). In addition, we have provided a brochure that details your rights as a non-residential customer. It also explains our obligations and procedures for handling any inquiries you may have. I have received the Non Residential Rate Schedule and Non Residential Customer Rights Booklet Customer Initial Here Please read all questions and answer them to the best of your knowledge. Please make sure this application is signed, notarized,and has been initialed in all the appropriate places before returning it to PSEG Long Island. (Notary requirement is waived for customers with active,existing commercial accounts under the same name.) PSEG Long ISIsAd LLC andRs opwomquibsideryhne Deer apposed as agent by the Lom tsfar d Power Aodwmy to pmWe the day-to-day manar+wnt and Operaom swxas otos ew tc umty system. 1 ACCOUNT INFORMATION (Please print) Applicant Information Account Name D/B/A r Service Address Town '114 —,NY p Location Identifier McBer i av !!able) Mailing Address lzTown StateA�lk. Zip ZZ21 (1l dih'erent from service a ram) Telephone: usl } - 6 a c (home) (contact) Fax#: .7 o 0 Tax ID Numb X 39`jr Tax Status': E9Taxable D tax-exempt D municipality Email: a 0"X AW"t- L . f o Link to Existing Summary Account#. `NOTE:You will be charged sales tax if Tax-Exempt Certificate Is not supplied.to the ease of municipalities,you must provide supporting documentation of tax exempt status,In Ileu of Tax-exempt Certificate. Start Date Is there electric service to the location/space now?"es Start Date: allY Do you? Man Drell Principal Offi ,Partners or Owners of Business C inPa Warship D Individual D Not for profd 1.Name 's'�' o"� `��+ Title '��� `. Telephone: - F 5A 2 Name �C_ . Title U Telephone: &Name Title Telephone: The above referenced corporatiordbusiness is duly organized and existing under the laws of (Name of State) Account Information If you had a non-residential account in the past or if you currently have a non-residential account please complete this section. (drde one) CURRENT or FORMER account information. Account Name Address Town State Zap Account Number If this is an active account,do you want the service shut off? DYes If yes,indicate shut off date ONo Motor Access Information In order to provide bills based on actual readings,we must have access to your meter.When access cannot be obtained for a specified period,you or the person controlling access to the meter will be subject to non-access charges and possible termination of service as Specified In the tariff. If you do not control access to your meter,please M in this section. Landlord Name Address Phone Number Business Hours Who Controls access to your meter? Name Address Town State Zip Telephone 2 Service and Rate Classification Information It is important to answer the following questions accurately.PSEG Long Island will help you choose the service classification which is most appropriate for your current needs,based on the information you provide.There are eligibility requirements for each service dasslficaUon and you may qualify for more than one and one service classification may be more beneficial than another.The cost of elecMc service may vary depending on the service classification. In classifying your service, we may rely on the infomrtation Utat you provide us.ff service information you provide is inacxurate or Incomplete,you may be subject to back billing or may be precluded from receiving a refund for overcharges from the resulting incorrect billing. If your use of service or equipment changes in the tutors, you must notify PSEG Long Island, so that you may be property billed. 0imstleas about service dassificatlon may be discussed with our customer representatives.The tariff for electric service,which' o le every Customer Service Center and online at wwKpiftgtlnyc=describes each service classification In detail. Customer Initial Here A. Premises Used For: O Multi-family with apartments O Restaurant/Catering O Theatre O Factory O Hospital O Other O Warehouse O Nursing/Adult Home O Seasonal(see last page) O§Jare . O School O Religious Institution" Office O Day Care Center O Veterans Organization" O Community Residence" 1.Is the premises owned or operated by a religious institution where the electric is used predominantly for religious purposes? Oyes to Supporting documentation provided OYes ONo 2.Will the premises be used as a Veterans organization or-foTpunity residence for the mentally ill,operated by a not for-prof{, without staff on-premises 24-hours a day? OYes 0 Supporting documentation provided [Yes ONo NOTE:Religious Institutions,veterans organizations and qualified community residences may choose service under an appropriate residential or non-residential service classification,subject to a minimum term of one year.Proper supporting documentation must be submitted with this application. Customer Initial Here B. General Service Classification Information: 1.Will the same electric equipment as the prior customer be used?' Wes Awo 2.Is there any significant chan in use frorripe previous customer? as ONo Desai Change: E' C 1'i c r C =A.� �. i 3.Do you have permanently installed electric space heating+e—s ONo If your electric equipment or usage is changed from the previous customer;or 11 you have permanently installed space heating,please provide the following Information: Estimated Monthly Connected Demand(kw/Month) O Lights Estimated Monthly Electric Demand O Motors HP O Common area load,Including hall lighting,elevators,etc. [Less than 7 KW *TKW or more E]Over 145 KW(June-Sept) [unknown O Air Conditioning or 500 KW(Oct-May) O Miscellaneous Equipment Size of your promises: a 9 J O Electric Heating (square feet) TOTAL kW —*NOTE.,An electric load letter is required if there Is no existing service.An electric load letter may be required if a significant increase or decrease in electric usage(as determined by us)from the previous occupant An etecM, le can obtained from your electrician or architectiongineer. Customer Initial Here 3 Deposit Information As a new customer,you are required to provide a monetary deposit when applying for service.The deposit will not exceed twice C) the average monthly usage during your peak season.Interest Is paid on all deposits.You may request that your account be reviewed to assure that the deposit is not excessive. Deposit alternatives that provide a level of security equivalent to cash,such as C irrevocable bank letters of credit and surety bonds,may be accepted. Deposit Amount $ itlatlon Charge(check one) 9ftum-on,New Set,Pole cut-on-$220.00 OChange name-$60.00 i'Landlord-Change Name-Vacant-N/A tw�peoanax,co�vmmrammrmrsroauceroraramc,acxncmao�mamu+lax+emocmumynoocaanrmraa+a�rmatear Seasonal i7Seasonal - $80.00 reconnect fee for returning seasonal customers Rate Code Assigned Customer Initial Here Customer Commitment/Signature/Customer Certification of Application Application submitted by(drete appropriate letter) a. I am the owner of the real property onto which proposed service facilities shall be installed and further.I am aware PSEG Long Island is not responsible for permanent restoration on private property. b. 1 have obtained the permission of the owner to Install electric service facilities and further,that said owner is aware that PSEG Lo Island is not responsible for permanent restoration on private property. C. Se ' is reques through existing facilities. I/We ee to pay for servi sup p d to the premises applied for in this application at the rates,charges and terms in actor ce wI a provisi ns tariff for electric service,and any applicable laws,regulation or ordinance.To the best of my/ou o a n provided here is accurate and no attemp sen made t�jmisrepresent the facts. Signature of owner,officer or authorized agent Print Na and Title Date signed STATE OF ) COUNTY Ob ) On the day of 0 ^�,220-Z.'---befo20-Z.'---before me personally came ' «�"� ,to me known to be the individual d scribe d the foregoingrinstrument in his capacity as 4 of .ate ,the corporation described in and which executed thelgre�oing instrument,who being duly swom did ackn edge that he/she executed same an behalf of -'' � and that he/she was authorized to execute same on behalf of 3 .j reo 1 TRACY KARSCH PAWMBO Notary Public,Stage of New York No.02PA6087274,Suffolk County Commission Expires March 30, For Company Use Only Account Number Notification Number Category Code Rate Cade Deposit Amount$ Receipt Number Date Paid Utility Representative Employee Number Check applicable documents reviewed:❑Corporate Lease/Deed ❑Tax Exempt Certificate 13 Other 17 ECRUCF 0 Load Letter 4 FC 11309. 4115 LONG 0 PSEGISLAND CY. 01ST. RT. FOLIO S. RATE CODE APPLICATION & CONTRACT ❑ ELECTRIC APPLICANT'S LAST FIRSTMIDDLE FULL NAME v�,60 �✓ •� r .�rX- ADDRESS SERVICE MBER ST ET APT.NO. VIL E NY ZIP R 0o lz�T-ql y //9-1"" NEAREST C SS PREMISES STARTIN TEL PHONE O HOME OTHER N ' STREET �- ��-"F OCCUPIED AS ON DAT _ ;; 6 X8'3 � O RENT MAILING ADDRESS FOR ER ADDRESS PT.NO. VI E ZIP N (IF OTHER THAN ABOVE) 3 / //c7� FORMER ADDRESS NUMBER OF FORMER ACCOUNT# "`/� YEARS HERE T EMP ADDRESS OCCUP TION T EPHO E NUMBER OF 3 N � 4vC^ � �a a YEARS HERE 3 THE APPLICANT AGREES THAT HE OR SH Y THE (CABLE RATES AND CHARGES FOR THE ELECTRIC SERVICE HERE REQUESTED AND TO BE BOUND BY AND COMPLY WITH THE RULES AND REGULATIONS OF THE COMPANY APPLICABLE 0.PSEG Lon Is As ting subsIdlaryhave been appointed as agent by ft Long Island Power Authority to pmvft the dayto-day manegemenl and operations services of/is electric army system. 7/ASN � ATURE LICANTIAG T DATE AGENT—ALSO PRINTYOUR NAME ON LINE DATE DEPOSIT DEPOSIT DATE ❑ ONT ❑ RATE GE ❑ OB N0. AMOUNT RECEIPT NO. AID ACCEPT.COMPANY DATE L4 L PSEG LONG ISLAND CERTIFICATE OF COMPLIANCE New Electric Service to: ❑Existing Residential Construction -or- ANew Residential Construction Expansion of Electric for Purpose of: 13 Providing Electric Heat - or- ❑ New Building Addition The undersigned certifies that the: ❑1 or 2 Family Residence - or- ❑ Multi-Family Residence - or- ❑Mobile Home ❑Existing dwelling - or- ❑Addition to existing dwelling described above is or will be in compliance with the"Minimum Insulation Standards for Residential Construction of Buildings" issued by the New York State Public Service Commission and adopted by PSEG Long Island, not later than 30 days after time of occupancy or 30 days after completion of expansion of existing electric service for the purpose of providing electric heat. It is understood that electric service will not be connected or will be disconnected (as is the current practice) if upon inspection the structure is found not to be in compliance with the conditions set forth. The undersigned certifies that a properly executed copy of this certificate will be delivered to the owner prior to closing in the case of new construction, or, on completion of the new building additi , in ase of expansion of existing electric service for the purpose of providing electric heat, on completion of the el a is work;and ag es that any successor in title shall be deemed a beneficiary of the undertakings described in this certi cate. DA7rE SI NATURE OF BUILDER OR CONTRACTOR FC 11311 1h4 A-K 0 PSEG L ONO Cy. DIST. RT. FOLIO S. RATE CODE APPLICATION & CONTRACT ❑ ELECTRIC APPLICANT'S LAST FIRST MIDDLE P FULL NAME d c•i SERVICE NUMBER STREE PT. VI NY ZIP ® ADDRESS 4/ , 1 NEAREST C S PREMISES E� ARTING TELEPHONE ❑ HOME OTHER -OWN t STREET ��� OCCUPIED ^7' ON DAT 6 -� 3 - p RENT MAILING ADDRESS FORMER ADDRESS APT.NO. _yILAGE ZIP (IF OTHER THAN ABOVE) O o �J- FORMER ADDRESS NUMBER OF FOR ER ACCOUNT# YEARS HERE EMPLOYED - ADDR S / OC UP ION TELEPHONE NUMBER OF B J e/ � - �� - jro a YEARS HERE T APPLICANT Y THE AP ABLE RATES AND CHARGES FOR THE ELECTRIC SERVICE HEREIN REDUESTED AND TO BE BOUND BY AND COMPLY WITH THE RULES AND REGULATIONS OF THE COMPANY A EGL t Candits upotift subsldiaryhava been appolatteedd assaagent bytheyLong lstand PowerAuthorXyto pm We the daydo-daymanayamentand operations sones of Its elecirk uMity system. 915 TUBE OF APPLICANT/A ENT DATE AGENT—ALSO PRINT YOUR NAME ON UNE DATE ❑ON ❑ RATE GE E]CHANGE N0. AMOUNT RECEIPT NO. PAIDE ACCEPT.COMPANY DATE of Z..Vd RX, PSEG LONG ISLAND CERTIFICATE OF COMPLIANCE New Electric Service to: ❑Existing Residential Construction - or- )<New Residential Construction Expansion of Electric for Purpose of: E3 Providing Electric Heat -or- ❑ New Building Addition The undersigned certifies that the: ❑1 or 2 Family Residence -or- ❑ Multi-Family Residence -or- ❑ Mobile Home ❑Existing dwelling -or- ❑Addition to existing dwelling described above is or will be in compliance with the"Minimum Insulation Standards for Residential Construction of Buildings" issued by the New York State Public Service Commission and adopted by PSEG Long Island, not later than 30 days after time of occupancy or 30 days after completion of expansion of existing electric service for the purpose of providing electric heat. It is understood that electric service will not be connected or will be disconnected (as is the current practice) if upon inspection the structure is found not to be in compliance with the conditions set forth. The undersigned certifies that a properly executed copy of this ce2dition, ' e will llvered to the owner prior to closing in the case of new construction, or, on completion of the new buildin or, in the c se of expansion of existing electric service for the purpose of providing electric heat, on completion of th electric work;and agr es that any successor in title shall be deemed a beneficiary of the undertakings described in this c ificate. DATE 6IGNATURE OF BUILDER OR CONTRACTOR FC 11311 1/14 e JE, CARY'INSULATION. 2M00,9T"AVE . OCT 2 19099 BUH.ElUIIA, NY 11716: PHONE. 631-22&9350 FAXc. 631:-218-9354 To Whom it May Concern, Cary ln$ulat o.n,installed at 13200.Main..Rd Mattituck A.DC315 Intumescent paint n top of sVaY�foam a.ppiied to the,atttic area. Respectfully, Matthew Scott Production Manager/Sales Rep: Cary. Insulat!n,(A.TruTeam Com P X516):243-x338; . _ .. ..5 Matthew.Scott @TruTeam:com'. ' 4;. tit: r; International Fireproof Technology Inc. RDRTecDnologies,L LC al 835 SE 30th,Suite C The Ultimate in Firestop Solutions and Fire Protective Coatings Oklahoma City,OK 73129 405-702-0055 rdrtechnologies.com Application Guide DC315 is the most tested and approved product for use as an End Use Applications: DC315 is for interior use as a thermal or Alternative Thermal Barrier or Ignition Barrier Coating for Spray ignition barrier coating to protect SPF.Contact IFTI for instruction for Polyurethane Foam (SPF). DC315 meets current AC377 and AC456 using DC315 in other applications such as, but not limited to, cold criteria assuring you the product you are applying is what was tested. storage, parking garages, high humidity, or any unconditioned DC315 carries multiple Evaluation Reports to ensure compliance with spaces. current IBC/IRC,NBCC and many International Codes. Visit our website at to "` . ; A-- - s. obtain a current matrix of all the manufacturer's foams that DC315 ASTM E 84 Flame Spread 0 Smoke Development has been tested and approved over as a Thermal or Ignition barrier. 10 DC315 tested solutions for Spray Polyurethane Foam CAN/ULC S102-(tested FSR 23 SDC 145 Code Compliance Evaluated by Intertek as a system over SPF) and NFPA 286 15-minute meets IBC Section 2603, • More certified full scale Thermal and Ignition Barrier tests than any 803.1.2 and 803.11. Permitted to be other product in theworld used where Class A finish is required. • DC315 manufacturing facilities are 3rd. party inspected for Quality CAN/ULC S-101, 25 minutes Control and Listed under Warnock Hersey Intertek W/N 20947 ASTM E-119 • Tested useful life,fire resistant property is not compromised after 50 years CAN/ULC 9705 20 minutes,Meets NBCC 9.10.17.10 • Top coat for color,weather,and moisture protection,testedvia NFPA I I Equivalent to Gypsum Board 286 full scaletesting • ANSI 51 testing for incidental food contact ®= • Passed CAL 1350-qualifies DC315 as a low-emitting material in the Collaborative for High Performance Schools rating system (CHPS Finish Flat Designed&CHPSVerified) Color Ice Grey Standard • Passed strict EPA—VOC and AQMD air emission requirements Contact IFTI for Top White and Dark Grey available by • "Single Coat Coverage"up to 24 Mils WFT on ceilings Coat and Tinting special order and walls-reducing labor costs equalihere firt- n �n I C 47g/L • Meets Life Safety Code 101 ® L I !I II • Meets LEED's point requirements olids by Volume 67% • Noformaldehyde pecific Gravity 1.30+/-0.05 g/cc AUG 0 4 2022 'iying Time @77"F&50%R.H.—To touch 1—2 USA Building Code Fire Performance RequirementsderOlk,DEPT. hours,to recoat if required 2 to 4 hours T0'VVN OF uCUTH0LU Flashpoint None Reducing or Cleaning Water Shelf Life 1 year from date of manufacture in The International Building Code(IBC)mandates that SPF be separated unopened containers and stored at from the interior of the building by a 15-minute thermal barrier, or 10°C to 27°C(50oF to 80"F).Do not other approved covering. DC315 passed certified NFPA 286 testing allow to Freeze over a variety of open and closed cell spray applied polyurethane Packaging 5 Gal.Pail-Weight 58 lbs. foams that were conducted by IAS certified testing facilities. All 55 Gal. Drum—Weight 640 lbs. testing complies with the requirements of 2009 IBC Section 803.1.2, 2603.9;IRC Section 316.6 2012 IBC Section 803.1.2, To confirm the installation complies with IFTI's best practices and 2603.10 IRC Section 316.6&2015 IBC Section 803.1.2.1,803.11, is compliant with Code Evaluation reports, installer must have 2603.9 and IRC Section 316.6. copies of all application documents on site. Installation documents can be downloaded at or National Building Code of Canada Alternative Thermal Barrier Call IFTI at 949.975.8588 for current copies or with questions. Assemblies(e.g.Exposed SPF or SPF with a Thermal Barrier Protective are an excellent way to track your installations Covering) DC315 prevents flashover for 10 minutes for Combustible and confirm compliance to your Building Official or Authority Construction or 20 minutes for equivalency to prescriptive barriers. Having Jurisdiction.In the event of a concern on a job the installer Tested to the CAN/ULC 9705 Standard. DC315 meets the intent of can provide documented proof of the installation,use these forms Section 9.10.17.10 and 3.1.5.12 of the NBCC. Ensure application for all thermal or ignition barrier projects. thickness is applied per building type. Prior to Applying DC315 to Ensure Proper Adhesion:Adhesion of a Ventilation: Fans may be required to circulate the air during coating to SPF requires the foam surface to have a slight profile or application, especially in high or low humidity. Air flow must be texture similar to an orange peel.Smooth or glossy foam surfaces across the area DC315 was applied, but not directly on it. If the should be flash coated with a light 3 -4 mils Wet Film Thickness relative humidity is greaterthan 85%atthe end of spraying and cross (WFT)of DC315 before applying the full application.Flash coating is ventilation is not drastically reducing it,then a mechanical industrial a quick burst of DC315 or a primer via airless sprayer over an area dehumidifier is required. needing treatment. We also recommend flash coating around all pipes and airducts. IMPORTANT-when spraying in enclosed or unconditioned spaces, such as attics,it is mandatory to use an "exhaust"blower at one Allow foam tcure and cool to ambient conditions prior to end of the enclosed space and run a hose to the exterior of the applying DC3155,Minimum 1 hour. building for removing stale air. Use a "supply" blower at the Surface Preparation:All surfaces to be coated must be clean,cured, opposite end of the enclosed space and a hose from the exterior to firm, dry and free of dust, dirt, oil, wax, grease, mildew, and maintain a negative pressure compared to the surrounding area, efflorescence.The quality of any application is only as good as the maintaining at least 0.3 air changes per hour for 48-72 hours surface preparation that precedes the application. DC315 has following application. excellent bonding characteristics and will adhere to most sound, Improper installation practices that do not address temperature, clean,foam surfaces.Verify that the surface of the foam is free of humidity and ventilation will void the warranty. Contact IFTI at gouges, holes, and exposed cells.Also,verify the surface is stable, 949.975.8588 or email and not crumbling or deteriorated. If any such defects are found, make sure to repair them prior to proceeding. Application Equipment: DC315 is best applied with an airless Material Preparation: DC315 must be thoroughly mixed before sprayer to achieve a more consistent mil thickness. In challenging application.Failure to do so will seriously compromise the coating's areas where an airless sprayer is not practical,DC315 can be applied ability to perform.It is required to perform mechanical stirring with by brush or roller(See table for a list of recommended sprayers). a medium speed drill and a paddle appropriate for the size container you are working from. Contents should be stirred from Recommended Sprayers`.,..,':;:`; the bottom up making sure to scrape the bottom and sides with a Pump: JGraco UltraMax795 or equivalent paint stick as you go. Contents should be stirred to a creamy PSI: 3000 consistency with no lumps. Continue mixing for 4-5 minutes per 5- GPM: 1.00 gallon pail, 15-20 minutes per 55-gallon drum. Thinning is usually Tip: 517-521 or equivalent. not needed. If DC315 has been exposed to high heat, water may Filter: Removal of filter from machine and gun(if present)is evaporate from the plastic 5-gallon container. If the paint level is required below 3 inches from the top of the container,continue to mix and Hose: /8"diameter airless spray line for the length of hose SLOWLY add just enough water to restore a sprayable consistency. from pump and%"x 6'whip at gun Use Caution not to add to much water or product will run and drip during application. Pump: Graco TexSpray Mark 5 or equivalent DC315 Viscosity: DC315 is a 9,000-10,000-viscosity coating at 75"F. PSI: 3300 When you open a container of DC315 it may appear thick before it GPM: 1.35 is mixed, ensure proper temperature and remix for 4-5 minutes toTip: 517-523 or equivalent. return it to the 9000-10,000 viscosity. Filter: Removal of filter from machine and gun(if present)is Temperature: PROTECT FROM FREEZING DURING SHIPMENT, required STORAGE,AND USE.DC315 is water based coating which will freeze Hose: /8"diameter air less spray line for the length of hose and become unusable at temperatures below 32"F. Do Not store from pump and%"x 6'whip at gun material at temperatures below 50°F. Do Not apply DC315 when pump: Graco GMAX 7900 or equivalent ambient air and substrate temperatures fall below 50"F. Store DC315 at 50"F to 80°F at all times.Do Not store DC315 on concrete PSI: 3300 floors during winter months. IFTI recommends an ideal installation GPM: 2.2 temperature range of 62°F to 90°F. Contact IFTI for applicationsTip: 517-529 or equivalent. outside these temperature ranges. Filter: Removal of filter from machine and gun(if present)is Humidity: Relative humidity plays an equally important role in how 1required well DC315 cures. Ideal conditions are 50-65% relative humidity. Hose: 1/2"diameter airless spray line for the first 100'-200' Curing times are significantly affected when humidity levels exceed from pump.3/8"for last 50'and%"x 6'whip at gun 70%. Low relative humidity can also be a problem, because DC315 Pump: Graco GH 833 or equivalent may dry too quickly and lead to blistering on the surface. It is PSI: 4000 imperative that humidity is monitored throughout the application GPM: 0 and curing process. 65% humidity at the beginning of the job will quickly rise as the coating is installed.Continue monitoring humidityTip: 517-529 or equivalent. as the coating cures until equilibrium is achieved. For additional Filter: Removal of filter from machine and gun(if present)is information on using DC315 in high or low humidity contact IFTI at required 949.975.8588 or email us at Hose: 1/2"diameter airless spray line for the first 100'-250' from pump.3/8"for last 50'and%"x 6'whip at gun Proper equipment and settings are imperative for correct application. Remove all filters from machine and gun. DC315 Measuring Wet Film Thickness(WFT) requires Nigh pressure to atomize the coating at the spray tip, correct atomization will yield a more consistent spread rate and easier coverage of uneven surfaces. Using the table, ensure you 9 ; 4 match your tip size to your machine - this is critical to ensure °..•,,.< f correct pressure at the spray tip. If the spray pattern has fingers or tails, then the pressure should be increased. If the maximum - pressure of the sprayer is not enough to achieve a good spray Figure 1 Figure 2 pattern,a spray tip with a smaller orifice should be used. How to Use a Wet Film Thickness Gauge:A WFT gauge is designed to give the spray applicator immediate mil measurement of the film build just been sprayed. �f. Technique:When placing the gauge on a freshly painted area,the gauge must be placed at a 90-degree angle to the substrate and pressed firmly to ensure correct depth.The applicator also needs A good spray pattern indicates that the paint or coating is to be aware of variations in the surface that may influence the completely atomized and distributed evenly on the surface. Hose reading. For example, if the surface is not perfectly flat, one length should be appropriate for your machine and always ensure direction may give a more accurate reading than the other. your feed hose is larger than your whip. Having a smaller whip will serve to re-pressurize the coating at the spray gun and assist in To use the WFT gauge, place the gauge directly on the wet area correct atomization of the coating. just sprayed as described above. See figure 2, the notches will indicate the measured film thickness. For example, if the 18-mil Spraying DC315 for Maximum Yield: If this is the first time using notch is wet and the 20-mil notch is dry,then the wet measured DC315 we suggest testing a pre-measured area to get a feel for thickness is 18 mils. spraying and yield.Example,if the job requires 20 wet mils or 80 ft' per gallon, then a 5-gallon pail would cover 400 ftZ. Measure out Medallions(Optional): For Wet. Film Thickness verification one or two 400 ftZ sections using pieces of tape, thumbtacks, or and ease of measuring the applied coating, IFTI suggests canned spray paint. Use just enough to outline the area you intend placing metal plates (aka Medallions)to the surface of the foam, to apply DC315.We suggest spraying inside the outlined area and on average one per 400 sq. ft. These plates are available at taking wet film thickness measurements, with a wet film gauge most hardware stores. IFTI recommends writing the job date across the area,to get a feel for maximum yield. DC315 is a single and applicator name on the back of each plate. Measuring WFT coat application up to 24 mils WFT. If multiple coats are required on the front side of the plate will give the most accurate wait at least 2 hours between coats. reading. Collect these plates at the end of the job,touch up, and Coverage: keep them on file or at the job site. They are a great tool to Check appropriate test or Evaluation report for required wet film present your code official or Fire Marshal and verify the applied thickness (WFT) and gallon per square coverage. Theoretical thickness of coating. coverage is listed below WET Sq.Ft. Per Gallon Sq.Ft. Per 5 Gallon 4 WFT 400 Sq.Ft.Per Gallon 2000 Sq.Ft.Per 5 Gallon b • `^» • 14 WFT 115 Sq.Ft.Per Gallon 575 Sq.Ft.Per 5 Gallon • �•- �� r ° r • 16 WFT 100 Sq.Ft.Per Gallon 500 Sq.Ft.Per 5 Gallon 18 WFT 89 Sq.Ft.Per Gallon 445 Sq.Ft.Per 5 Gallon ,r 1p T F • 20 WFT 80 Sq.Ft.Per Gallon 400 Sq.Ft.Per 5 Gallon • • !. d� 22 WFT 73 Sq.Ft.Per Gallon 1 365 Sq.Ft.Per 5 Gallon • �', 24 WFT 67 Sq.Ft.Per Gallon 335 Sq.Ft.Per 5 Gallon '• Actual coverage rate will vary based on surface texture, over-spray, and miscellaneous losses.Allow a minimum of 5-10%for over-spray and losses. Overlapping Technique:The overlapping technique ensures that an even amount of coating was sprayed onto the surface.The spray gun should be aimed so that the tip points at the edge of the previous • stroke, therefore overlapping each stroke by 50%. To maximize • efficiency when spraying on broad or • open surfaces (e.g. ceilings and bare 0 • o walls), the outside edges of walls _ • should be sprayed first. The middle can then be sprayed quickly requiringp'-� less precise strokes.Given the contour of SPF we suggest spraying side to side followed by an up and down stroke. Limitations: v DC315 is for interior use.Contact IFTI for detailed application instructions when applying in unconditioned space such as,but not limited to,cold storage,parking garages or high humidity environments such as indoor swimming pools. Limited Warranty: To validate warranty, must be filled out for all applications of DC315. Completed Work Records can be submitted to within 10 Days of Job Completion. This product will perform as tested if applied and maintained according to our directions, instructions and techniques. If this product is found to be defective upon inspection by its representative,the seller will,at its option, either furnish an equivalent amount of new product or refund the purchase price to the original purchaser of this product. Seller will not be liable for any representations made by any retail seller or applicator of the product.THIS WARRANTY EXCLUDES (1) LABOR OR COST OF LABOR FOR THE APPLICATION OR REMOVAL OF THIS PRODUCT OR ANY OTHER PRODUCT,THE REPAIR OR REPLACEMENT OF ANY SUBSTRATE TO WHICH THE PRODUCT IS APPLIED OR THE APPLICATION OF REPLACEMENT PRODUCT, (2) ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. OTHER LIMITATIONS APPLY. For the complete terms of the limited warranty, go to . Some states/provinces do not allow the exclusion or limitation of incidental or consequential damages, so the above limitations may not apply to you. To make a warranty claim, write to Technical Service: International Fireproof Technology,Inc. 17528 Von Karman Avenue Irvine,CA 92614 Or email Customer Service at General Safety,Toxicity, Health Data Safety Data Sheets (SDS) are available on this coating material. Any individual who may come in contact with these products should read and understand the SDS. In case of emergency contact CHEMTREC EMERGENCY NUMBER at 800-424-9300. WARNING: Avoid eye contact with the liquid or spray mist. Applicators should wear protective clothes, gloves and use protective cream on face, hands, and other exposed areas. EYE PROTECTION: Safety glasses, goggles, or a face shield are recommended. SKIN PROTECTION: Chemical resistant gloves are recommended, cover as much exposed skin area as possible with appropriate clothing. RESPIRATORY PROTECTION is MANDATORY! Respiratory protective equipment, impervious foot wear and protective clothing are required at all times during spray application. INGESTION: Do not take internally. Consider the application and environmental concentrations in deciding if additional protection is necessary. 11/02/2018 � t ' i 0 • •Iw � !1 1 !c 111 �I 1 - -MA rI -M R. , A �.I ' � !WMA u, ri / A►�� '' � % '.�� �' I • I r (RA ,49ft TOWN OF.SO�UTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING 13-PARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approve ,20 Mail to: Disapprove a/c .. I I I /(? Phone: Expiration __120 in, — ji Bui 'ng ector l 1 1; 2015 P ICATION FOR BUILDING PERMIT AUG 2 0 Date IX �J , 20_ INSTRUCTIONS a. t a p ication 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 permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the pen-nit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a orporation) O• 130X 13,,? d / ' I�7k all O ff/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder oomerf Name of owner of premises 307 d ,4,' A .o (As on the tax roll or tatest deed) If a plicant is a co o ation, sign e of dul authorized officer (N me and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Lo/2¢1 of lanll on whichfpropo�d work will be done: C�0 ,eti11,I House Number Street Hamlet County Tax Map No. 1000 Section 114 Block I Lot C7/ Subdivision. � ��, Filed Map No. Lot � I 2. State existing use and occupancy, of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Eel — 01466- _:rAA cE i✓d A, 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work �r_ (Description) 4. Estimated Cost JDA a O Fee (To be paid on filing thi1,D,,j lication) 5. If dwelling,number of dwelling units Number of dwelling units on each floor aC 634 If garage, number of cars -6^i�j� 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ZAA. D 7. DimensionF,of existyig�structures, if any: Front 2_1 Rear Depth 3 , Height //jNumber of Stories -7 Dimensions f sc)me structure with alterations orad ions: Front v S� Rear Depths Height // Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front- �� Rear Z13- Depth A 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * 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� * 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF��� // u"i being duly sworn, deposes and says that(s)he is the applicant (Name of' dividual signing contract)above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the d OA4 © CF-le- No.O1BU6ISM0 �— (Contractor,Agent, Corporate Officer, etc.) uftd In Suffolk r Commission Expires April 14,2.�/a 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 knowl n and that the work will be performed in the manner set forth in the application filed therewith. Swornre me thi SL o to befo _ day of 20J5_ NI-P Notary Public Signature of Applicant ,i f ` State of New Fork PERM 42(09/09) Department of Transportation Highway Work Permit El COPY Permit No.: 20141031873 P Date Issued: 06/02/2014 F. Project ID No.: x ta... Expiration Date: 07/12/2017 *Permittee 1: ``Permittee 2: 13200 MAIN ROAD CORP. GARONE ASPHALT PAVING,CORP. 13200 MAIN ROAD 56 PINE STREET P.O.BOX 132 MATTITUCK,NY 11952 BAST MORICHES, NY 11940 Emergency Contact: ANTHONY PALUMBO Emergency Number: 631-298-1600 v *Permittee 3• 1000-11400-1100-009001 Under the provisions of the Highway Law or Vchicic&Traffic Law,permission is hereby granted to the permittee to: TO CONSTRUCT AND PERMANENLY MAINTAIN A HOME BUSINESS DRIVEWAY ON THE S/S/O NY 25 BETWEEN MMS 1534- 1535 AS PER ATTACHED PLANS AND SPECIFICATIONS.ALL WORK SHALL BE TO CURRENT NYSDOT STANDARDS/ SPECIFICATIONS AND SHALLBE TO THE SATISFACTION OF THE RESIDENT ENGINEER. THE PERMITTEE IS RESPONSIBLE FOR TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYS SUPPLEMENT.ANYONE WORKING WITHIN THE HIGHWAY RIGHT-OF-WAY SHALL WEAR HIGH-VISIBILITY APPAREL MEETING THE ANSI 107-2004 CLASS 11 STANDARDS AND A HARD HAT. County Municipality State Hwy State Route Beg Ref End Ref SUFFOLK SOUTHOLD 3229 25 25 07041534 25 07041535 as set forth and represented in the attached application at the particular location or areas,or over the routes as stated therein, if required;and pursuant to the conditions and regulations general or special,and methods of performing work,if any;all of which arc set forth in the application and form of this permit.Sec additional conditions on PAGE 2. THIS PERMIT IS ISSUED BASED ON ALL LOCAL,STATE,AND FEDERAL REQUIREMENTS BEING SATISFIED. Dated at: Hauppauge Date Signed: 06/02/2014 Commissioner of Transportation By: Emilio Sosa IMPORTANT: THIS PERMIT,WITH APPLICATION AND DRAWING(OR COPIES THEREOF)ATTACHED,SHALL BE PLACED IN THE HANDS OF THE CONTRACTOR BEFORE ANY WORK BEGINS.THE HIGHWAY WORK PERMIT SHALL BE AVAILABLE AT THE SITE DURING CONSTRUCTION. BEFORE WORK IS STARTED AND UPON ITS COMPLETION,THE PERMITTEE ABSOLUTELY MUST NOTIFY: Kevin Matthaei,Ass't Resident Engineer 631-727-1731 "UPON COMPLETION OF WORK",SECOND TO LAST PAGE,MUST BE COMPLETED,SIGNED BY THE PERMITTEE,AND DELIVERED TO THE RESIDENT ENGINEER. l y a State of New York PERM 42(09/09) Department of Transportation Highway Work Permit 1 Permit No.: 20141031873 Date Issued: 06/02/2014 1� - i Project ID No.: Expiration Date: 07/12/2017 Return this page to: Kevin Matthaei,Asst Resident Permittee 1:13200 MAIN ROAD CORP. Engineer 13200 MAIN ROAD 1900 County Rt.58 P.O.BOX 132 Riverhead,NY 11901 MATTITUCK,NY 11952- UPON COMPLETION OF WORK AUTHORIZED,THIS PAGE OF THE PERNUT MUST BE COMPLETED,SIGNED BY THE PERNHTTEE,AND DELIVERED TO THE RESIDENT ENGINEER. Work authorized by this permit has been completed.Refund of deposit or returnlrelease of bond-is requested. DATE PERMITTEE AUTHORIZED AGENT(if any) TO BE COMPLETED BY NYSDOT: Work authorized by this permit has been satisfactorily completed and is accepted. Inspection Report must be completed. Refund of Deposit is authorized Return of Bond is authorized Unable to meet schedule as specified in bid proposal 0 Amount charged against Bond may be released. Retain bond for future permits -� Forfeit of Guarantee Deposit is authorized Other DATE RESIDENT ENGINEER Mailing address of refund has been verified. If different,list new address: The Regional Office will forward this form to the Main Office with the appropriate box checked. ❑ Permit closed Bond returned/released Refund of Guarantee Deposit on this permit is authorized Forfeit Guarantee Deposit to NYSDOT ❑ Other DATE REGIONAL TRAFFIC ENGINEER M1 • '] C INSPECTION REPORT For each Highway Work Permit issued,inspections will be performed.The following report must be completed for each site visit,indicating the date,inspector,and hours spent on inspection.If the total inspection time exceeds 1 hour,then a FIN 12 (PERMIT INSPECTION FOR DEPARTMENT.SERVICES)is REQUIRED. I INSPECTION REPORT LOG I HOURS WORKED BY DATE HOURS Inspector Name Date Inspected Regular Overtime Regular Overtime InspectorName Date Inspected Regular Overtime Regular Overtime InspectorName Date Inspected Regular Overtime Regular Overtime Complete hours for each date inspected. Add regular hour numbers across rows,and then overtime hours across rows. Add hour columns down for total hours of permit inspection time. . COMMENTS/OBSERVATIONS: I HEREBY CERTIFY THAT THE INFORMATION CONTAINED ABOVE IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. NAME TITLE Revision Date: 5/5/2016 PERIv142(09/09) State of New York Department of Transportation Highway Work Permit Permit No. 20141031873 Date Issued: 06/02/2014 Project ID No.. XC6lL / Expiration Date: 07/12/2017 *Permittee 1: *Permittee 2• 13200 MAIN ROAD CORP. GARONE ASPHALT PAVING,CORP. 13200 MAIN ROAD 56 PINE STREET P.O.BOX 132 MATTITUCK,NY 11952 EAST MORICHES, NY 11940 Emergency Contact: ANTHONY PALUMBO Emergency Number: 631-298-1600 *Permittee 3: 1000-11400-1100-009001 Under the provisions of the Highway Law or Vehicle&Traffic Law,permission is hereby granted to the permittee to: TO CONSTRUCT AND PERMANENLY MAINTAIN A HOME BUSINESS DRIVEWAY ON THE S/S/O NY 25 BETWEEN MMS 1534 -1535 AS PER ATTACHED PLANS AND SPECIFICATIONS.ALL WORK SHALL BE TO CURRENT NYSDOT STANDARDS/ SPECIFICATIONS AND SHALLBE TO THE SATISFACTION OF THE RESIDENT ENGINEER. UNIFOTHE PERMITTEE IS RESPONSIBLE FOR TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THE NATIONAL MANUAL OF RM TRAFFIC CONTROL DEVICES AND THE NYS SUPPLEMENT. ANYONE WORKING WITHIN THE HIGHWAY RIGHT HALL WEAR HIGH-VISIBILITY APPAREL MEETING THE ANSI 107-2004 CLASS II STANDARDS AND A HARD HAT -OF-WAY County Municipality State Hwy State Route Beg Ref End Ref SUFFOLK SOUTHOLD 8229 25 25 07041534 25 07041535 as set forth and represented in the attached application at the particular location or areas,or over the routes as stated therein,if required;and pursuant to the conditions and regulations general or special,and methods of performing work,if any;all of which are set forth in the application and form of this permit.See additional conditions on PAGE 2. THIS PERMIT IS ISSUED BASED ON ALL LOCAL,STATE,AND FEDERAL REQUIREMENTS BEING SATISFIED. Dated at: Hauppauge Date Signed: 06/02/2014 Commissioner of Transportation By: Emilio Sosa IMPORTANT: THIS PERMIT,WITH APPLICATION AND DRAWING(OR COPIES THEREOF)ATTACHED,SHALL BE PLACED IN THE HANDS K P DURING CONSTRUCTION. OF THE CONTRACTOR BEFORE ANY WORK BEGINS.THE HIGHWAY WORERMIT SHALL BE AVAILABLE AT THE SITE BEFORE WORK IS STARTED AND UPON ITS COMPLETION,THE PERMITTEE ABSOLUTELY MUST NOTIFY. Kevin Matthaei,Ass't Resident Engineer 631-727-1731 "UPON COMPLETION OF WORK,,,SECOND TO LAST PAGE,MUST BE COMPLETED,SIGNED BY THE PERMITTEE, AND DELIVERED TO THE RESIDENT ENGINEER. i The issuing authority reserves the right to suspend or revoke this permit at its discretion without a hearing or the necessity of showing cause,either before or during the operations authorized. The permittee will cause an approved copy of the application to be and remain attached hereto until all.work under the permit is satisfactorily lication.All damaged or disturbed areas resulting from work performed Pursuant to this completed,in accordance with the terms of the attached app permit will be repaired to the satisfaction of the Department of Transportation. * Upon completion of the work within the state highway right-of-way authorized by the work permit,the person,firm,corporation, in interest,shall be responsible for the maintenance and repair municipality,or state department or agency,and his/her or its successors of such work or portion of such work as set forth within the terms and conditions of the work permit. Permit Fee: $100.00 Insurance Fee: $75.00 Total Fees: $175.00 Amt Recd 1: $100.00 Check Num: 1370 Check Date: 20-MAY-14 m: 1371 Check Date: 20-MAY-14 Amt Recd 2: $75.00 Check Nu App 1 Bond#: 71489389 App 1 Bond Amt: $10,000.00 UOF: App 1: No App 2: No ttachments and additional requirements to this Highway Work Permit include: PERM 33-Highway Work Permit Application for Non Utility Work PERM 41-1d-Method of performing Work within the State Right of Way PERM 50-Inspection and/or Supervision Payment Agreement for Highway Work Permits Other-Attach 1 Approved Plans END OF ATTACHMENTS State of New York PERM 42(09/09) Department of Transportation Highway Work Permit Permit No.: 20141031873 Date Issued: 06/02/2014 " Project ID No. Expiration Date: 06/01/2015 *Permittee 2• *Permittee 1• 13200 MAIN ROAD CORP. 1000-11400-1100-009001 13200 MAIN ROAD P.O.BOX 65 MATTITUCK,NY.,11952 , Emergency Contact: WILLIAM GOGGINS Emergency Number: 631-298-4818 Under the provisions of the Highway Law or Vehicle&Traffic Law,permission is hereby granted to the permittee to: TO CONSTRUCT AND PERMANENLY MAINTAIN A HOME BUSINESS DRIVEWAY ON THE S/S/O NY 25 BETWEEN MMS 1534- 1535 AS PER ATTACHED PLANS AND SPECIFICATIONS.ALL WORK SHALL BE TO CURRENT NYSDOT STANDARDS/ SPECIFICATIONS AND SHALLBE TO THE SATISFACTION OF THE RESIDENT ENGINEER. THE PERMITTEE IS RESPONSIBLE FOR TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYS SUPPLEMENT.ANYONE WORKING WITHIN THE HIGHWAY RIGHT-OF-WAY SHALL WEAR HIGH-VISIBILITY APPAREL MEETING THE ANSI 107-2004 CLASS II STANDARDS AND A HARD HAT. County Municipality State Hwy State Route Beg Ref End Ref SUFFOLK SOUTHOLD 8229 25 25 07041534 25 07041535 as set forth and represented in the attached application at the particular location or areas, or over the routes as stated therein, if required; and pursuant to the conditions and regulations general or special,and methods of performing work,if any;all of which are set forth in the application and form of this permit.See additional conditions on PAGE 2. THIS PERMIT IS ISSUED BASED ON ALL LOCAL,STATE,AND FEDERAL REQUIREMENTS BEING SATISFIED. Dated at: Hauppauge Date Signed: 06/02/2014 Commissioner of Transportation By: _ Emi'o os r IMPORTANT: THIS PERMIT,WITH APPLICATION AND DRAWING(OR COPIES THEREOF)ATTACHED,SHALL BE PLACED IN THE HA OF THE CONTRACTOR BEFORE ANY WORK BEGINS.THE HIGHWAY WORK PERMIT SHALL BE AVAILABLE AT THE SITE DURING CONSTRUCTION. BEFORE WORK IS STARTED AND UPON ITS COMPLETION,THE PERMITTEE ABSOLUTELY MUST NOTIFY: Kevin Matthaei,Asst Resident Engineer 631-727-1731 "UPON COMPLETION OF WORK",SECOND TO LAST PAGE,MUST BE COMPLETED,SIGNED BY THE PERMITTEE,AND DELIVERED TO THE RESIDENT ENGINEER. 6/2/2014 r The issuing authority reserves the right to suspend or revoke this permit at its discretion without a hearing or the necessity of showing cause, either before or during the operations authorized. The Permittee will cause an approved copy of the application to be and remain attached hereto until all work under the permit is satisfactorily completed, in accordance with the terms of the attached application.All damaged or disturbed areas resulting from work performed pursuant to this permit will be repaired to the satisfaction of the Department of Transportation. * Upon completion of the work within the state highway right-of-way authorized by the work permit, the person, firm, corporation, municipality,or state department or agency,and his/her or its successors in interest,shall be responsible for the maintenance and repair of such work or portion of such work as set forth within the terms and conditions of the work permit. Permit Fee: $100.00 Insurance Fee: $75.00 Total Fees: $175.00 Amt Rec'd 1: $100.00 Check Num: 1370 Check Date: 20-MAY-14 Amt Rec'd 2: $75.00 Check Num: 1371 Check Date: 20-MAY-14 App 1 Bond#: 71489389 App 1 Bond Amt: $10,000.00 UOF: App 1: No App 2: No ttachments and additional requirements to this Highway Work Permit include: PERM 33-Highway Work Permit Application for Non Utility Work PERM 41-1d-Method of Performing Work within the State Right of Way PERM 50-Inspection and/or Supervision Payment Agreement for Highway Work Permits Other-Attach 1 Approved Plans END OF ATTACHMENTS r 6/2/2014 State of New York PERM 42(09/09) Department of Transportation Highway Work Permit Permit No.: 20141031873 hk,r Date Issued: 06/02/2014 Project ID No.: rx�Ezx�n—' Expiration Date: 06/01/2015 Return this page to: Kevin Matthaei,Ass't Resident Permittee 1: 13200 MAIN ROAD CORP. Engineer 13200 MAIN ROAD 1900 County Rt.58 P.O.BOX 65 Riverhead,NY 11901 MATTITUCK,NY 11952- UPON COMPLETION OF WORK AUTHORIZED,THIS PAGE OF THE PERMIT MUST BE COMPLETED,SIGNED BY THE PERMITTEE,AND DELIVERED TO THE RESIDENT ENGINEER. Work authorized by this permit has been completed.Refund of deposit or return/release of bond is requested. DATE PERMITTEE AUTHORIZED AGENT(if any) TO BE COMPLETED BY NYSDOT: Work authorized by this permit has been satisfactorily completed and is accepted. Inspection Report must be completed. ❑ Refund of Deposit is authorized ❑ Return of Bond is authorized ❑ Unable to meet schedule as specified in bid proposal ❑ Amount charged against Bond may be released. ❑ Retain bond for future permits ❑ Forfeit of Guarantee Deposit is authorized ❑ Other DATE RESIDENT ENGINEER ❑ Mailing address of refund has been verified. If different,list new address: The Regional Office will forward this form to the Main Office with the appropriate box checked. ❑ Permit closed ❑ Bond returned/released ❑ Refund of Guarantee Deposit on this permit is authorized ❑ Forfeit Guarantee Deposit to NYSDOT ❑ Other DATE REGIONAL TRAFFIC ENGINEER 6/2/2014 t INSPECTION REPORT For each Highway Work Permit issued,inspections will be performed.The following report must be completed for each site visit, indicating the date,inspector,and hours spent on inspection.If the total inspection time exceeds 1 hour,then a FIN 12 (PERMIT INSPECTION FOR DEPARTMENT SERVICES)is REQUIRED. INSPECTION REPORT LOG HOURS WORKED BY DATE HOURS Inspector Name Date Inspected Regular Overtime Regular Overtime Inspector Name Date Inspected Regular Overtime Regular Overtime Inspector Name Date Inspected Regular Overtime Regular Overtime Complete hours for each date inspected. Add regular hour numbers across rows,and then overtime hours across rows. Add hour columns down for total hours of permit inspection time. COMMENTS/OBSERVATIONS: I HEREBY CERTIFY THAT THE INFORMATION CONTAINED ABOVE IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. NAME TITLE 6/2/2014 PERM 50(10/10) New York State Department of Transportation Highway Work Permit Application Agreements Inspection and/or Supervision Payment Agreement As a condition of the a#qA v-d nmmnit application and in consideration of the issuance of the attached permit, 13200 Main Road, Corp. as permittee,hereby agrees as follows: The permittee will reimburse the New York State Department of Transportation for inspection and/or supervision of the permit work by Department employees which exceeds four work hours. If the Department determines that the proposed work on a specific permit project will exceed five (5) workdays of inspection, the permittee will be required to secure the services of a reputable consulting engineering firm. This firm, upon approval by the Department, will be responsible for all inspection and/or supervision of the permit work It is estimated that 0 Work Days of inspection time will be required and that the cost per Work Day to be reimbursed,will be $370.00. These estimates are not intended to be final and the permittee agrees to pay reimbursement for all reasonable expenses incurred by the Department of Transportation in necessary inspection and/or supervision of work performed pursuant to this permit, including supervising work inspected by consultants.The Department of Transportation shall,be the sole judge of whether such inspection and/or supervision are necessary. The permittee will be billed on a monthly basis and the permittee agrees to pay the charges as billed within thirty days of the date of billing.Failure to pay as billed within the specified time limit may result in the revocation of this permit. Indemnity Agreement In addition to the protection afforded to NYSDOT under any available insurance,NYSDOT shall not be liable for any damage or injury to the Permittee,its agents,employees,or to any other person,or to any property, occurring on the site or in any way associated with Permittee's activities or operations; whether undertaken by Permittee's own forces or by contractors or other agents working on Permittee's behalf. To the fullest extent permitted by law,the Permittee agrees to.defend,indemnify and hold harmless the State of New York,NYSDOT, and their agents from and against all claims,damages,losses and expenses,including but not limited to attorneys' fees, arising out of any claim, including but not limited to claims for personal injuries, property damage or wrongful death and/or environmental claims,in any way associated with the Permittee's,activities or operations, no matter how caused. By signing you have read and agree the ove requirements and conditions. i Signature of PerrAttee or Authorized Representative 13200 Main Road, Corp. by William C. Goggins�Atty Print name,if a corporation or business include position/title May 20, 2014 Date PERM 41.1d (41861 METHOD OF PERFORMING WORK WITHIN THE STATE HIGHWAY RIGHT OF WAY I. GENERAL CONDITIONS These conditions and regulations apply to Highway Work Permits authorizing work within the State highway right•of-way for water mains,gas mains,sewer lines and miscellaneous structures. General conditions apply to telephone and telegraph installations as well as specific conditions on the setting and resetting of poles.These conditons,and any special conditions which are added to this form, are enforceable by the Department of Transportation. A. TIME 1. Work under the permit shall be commenced within thirty(30)days from the date of permit issuance unless a later starting date is approved by the Regional Traffic Engineer. B. REQUIREMENTS All the current requirements of the following shall apply: Occupational Safety and Health Administration,Federal Department of Labor,Safety and Health Standards(29 CFR 192611910); Part 131,Title 11,New York Code of Rules and Regulations.Accommodation of Utilities Within State Right-of-Way;New York State Department of Labor, Industrial Code Rule 23,Protection of Persons Employed in Construction and Demolition Work;Industrial Code Rule 53,Construction,Excavation and Demolition Operations At Or Near Underground Facilities. Temporary sail erosion and water pollution controls shall be used as required.The final decision on the method of underground installation will be made by the Regional Director or his representative. 1. Work Within Pavement and Shoulder Areas a. Installations that cross the pavement and shoulder area.Wherever practical,all underground installations shall be placed beneath the pavement and shoulder areas without disturbance to these paved surfaces. – 1) Boring,Jacking,and Tunneling Methods DESIGN _ a) The location of all excavations(jacking pits,etc.)shall be shown in plan and profile. b) The soil profile and groundwater conditions shall be determined by adequate subsurface exploration. c) The location of all other existing utilities shall be shown. — d) The construction equipment and procedures to be used shall be described in the permit application. e) The design of all excavations,including ground and surface water control where necessary;shall be made available for review by the Department. 0 The underground installation shall be described in detail,i.e.size,length,depth,material,provisions for grouting,etc. g) Pipes shall generally be.enclosed in sleeves or larger pipes.Small diameter services(2 inch I.D.or smaller)may be placed without sleeving at the discretion of N.Y.S.D.O.T. h) The limits of an open excavation shall not be closer than 10 feet to the edge of the pavement unless approved by the Department.Open excavations shall be _ protected with the required controls for safety and for the maintenance and protection of traffic in accordance with the New York Slate Department of Transporta- tion,Manual of Uniform Traffic Control Devices. CONSTRUCTION a) Grouting operations may be required if surface settlement,loss of soil or voids around the pipe develop.When grout is required,it shall consist of 1 part cement to 2 parts sand,by volume,and sufficient water to produce.a consistency suitable for placing the grout. b) Backfill of open excavations shall be as required under 2.1 It Open Excavation Method. 2) Open Excavation Method DESIGN a) The location of all pavement crossing by the open excavation method shall be shown in plan and profile. b) The sail profile and groundwater conditions shall be determined by adequate subsurface exploration. c) The location of all other existing utilities shall be shown. d) The design of all excavations,including ground and surface water control where necessary, shall be made avaiable for review by the Department. el When requested,the construction equipment and procedures to be used shall be describedJin the permit application. 11 Pipe installations shall be done according to the requirements of the appropriate New YorkiState Department of Transportation's Standard Sheets.The required granular material shall meet the material requirements for Select Granular Fill in the current New York State Department of Transportation's Standard Specifications including addenda.Exceptions will only be allowed if prior approval is granted by the Regional Soils Engineer. g) Pavement shall be saw cut at termination points of pavement replacement. CONSTRUCTION a) Pavement and shoulder removal shall be done in a manner that provides for proper restoration of the replacement section.Straight,vertical cuts of the pavement will be required.Pavement surfaces that become undermined shall be cut back and removed.Alternative repair methods may be used if prior approval is granted. b) The backfill material shall be placed and compacted according to the requirements for backfilling structures,culverts,pipes,conduits and direct burial cable described in Section 200, Earthwork,New York State Department of Transportation's Specifications,including addenda. c) Generally,cuts shall be filled at the end of each working day.With prior approval,steel cover plates may be used.Recessing of these plates may be required. J d) Temporary pavements and shoulders shall be placed as soon as a crossover installation is;completed. b. Installations that are longitudinal to the pavement. 1) Open Excavation Method DESIGN a) The location of all open excavations shall be shown in plan and profile. b) The soil profile and groundwater conditions shall be determined by adequate subsurface exploration. c) The design of all excavations,including ground and surface water control where necessary,shall be made available for review by the Department. d) The location of all other existing utilities shall be shown. el Pipe installations shall be done according to the requirements of the appropriate New York'State Department of Transportation's Standard Sheets.The required granular material shall meet the material requirements for Select Granular Fill in the current New York State Department of Transportation's Standard Specifications, including addenda. Exceptions will only be allowed if prior approval is granted by the Regional Soils Engineer. CONSTRUCTION a) Pavement and shoulder removal shall be done in a manner that provides for proper restoration of the replacement section.Straight,vertical cuts of the pavement will be required.Pavement surfaces that become undermined shall be cut back and removed,Alternative repair methods may be used if prior approval is granted. b) The backfill material shall be placed and compacted according to the requirements for backfilling structures,culverts,pipes,conduits and direct burial cable described in Section 200, Earthwork, New York State Department of Transportation's Specifications,including addenda. c) Generally,cuts shall be filled at the end of each working day.With prior approval,steel cover plates may be used.Recessing of these plates may be required. d) Permanent or temporary pavement shall be placed immediately as sections of the total installation are completed to subbase elevation.Gravel surfaces in shoulder areas may be used if prior approval is granted. 2) Baring,Jacking, and Tunneling Methods DESIGN a) All the requirements of B.I. a. 1.)DESIGN a)through gl shall apply. CONSTRUCTION a) All the.requirements of 6.1 a. 1.)CONSTRUCTION a)and b)shall apply. b) Open excavations shall be protected with the required controls for safety and for the maintenance and protection of traffic in accordance with the New York State Department of Transportation, Manual of Uniform Traffic Control Devices. c) The requirements of B.I. b. 1.) CONSTRUCTION d)shall apply. 2. Work Outside the Pavement and Shoulder Areas a. Open Excavation Method DESIGN a) All the requirements of B.I.b. 1.1 DESIGN shall apply. b) Open excavations shall be protected with the requried controls for safety and far the maintenance and protection of traffic in accordance with the New York State Department of Transportation, Manual of Uniform Traffic Control Devices. CONSTRUCTION a) The backfill material shall be placed and compacted according to the requirements for backfilling structures,culverts,pipes,conduits and direct burial cable described in Section 200,Earthwork, New York State Department of Transportation's Specifications,including addenda, 1 I ill J / 1 � PERM 41.1d 14186) REVERSE b. Boring, Jacking, and Tunneling Methods al All the requirements of B.1.a. l.)DESIGN W through f)shall apply. h) Open excavations shall be protected with the to controls for safety and for the maintenance and protection of traffic in accordance with the New York Slate Department of Transpartationn, Manual of Uniform Traffic Control Devices. CONSTRUCTION a) All the requirements of B. 1. a. 1.)CONSTRUCTION shall apply. C. SUBBASE, PAVEMENT AND SHOULDER REQUIREMENTS lincluding manholes) ' I 1. Subbase a. The subbase course shall be a minimum of 12 inches thick unless otherwise approved.The material shall meet the requirements of current Department of Transportation subbase course item as specified by the Regional Soils Engineer. b. Under the permit,construction which adversely affects the subsurface drainage of the pavement structure shall be corrected by the addition of surface or.subsurfice drains,as required. 2. Pavement and Shoulders a. Permanent The replaced pavement shall be similar to the existing pavement in composition and texture.The selection of the material type and compositon shall be subject to the approval of the Regional Director or his representative.The limit of pavement replacement shall be such that the replaced pavement is supported by thoroughly compacted subbase material and the pavement is restored to the proper grade, cross-slope and smoothness. When bituminous concrete mixtures are required for the pavement replacement,the layers shall consist of one or a combination of mixture types contained in Table 401.1, Composition of Bituminous Plant Mixtures in Section 401 of the New York State Department of Transportation's Specification,including addenda. The mixture shall be placed at the proper temperature,without segregation, and compacted thoroughly. When portland cement concrete mixtures are required for pavement replacement,the mixtures shall consist of either Class C or Class F as contained'in Table 501-3,Concrete Mixtures in Section 501 of the New York State Department;of Transportation's Specifications,including addenda.Class F is a high early strength mixture and should be used when early opening to traffic is desired. The concrete mixtures shall be placed without segregation,then consolidated,finished to the proper elevation,and textured.Curing the concrete pavement shall be in accor- dance with one of the methods permitted in Section 502 pertaining to curing. Pavement shoulders,curbs,gutters and other incidental features shall be replaced in kind unless otherwise approved by the Regional Director or his representative. b. Temporary Pavement that is replaced temporarily may be paved with either a hot bituminous concrete mixture mentioned above or a cold bituminous patching mixture.When a cold patching mixture is used it shall consist of aggregate and bituminous material proportioned and mixed in a bituminous mixing plant or rotating paddle-shaft pugmill.Regardless which patching mixture is used it shall be lard an a prepared foundation and thoroughly compacted.Since cold bituminous patching mixtures are subject to distortion by traffic, the temporary patch shall be maintained to provide 4 smooth surface until the pavement is permanently replaced. 3. Manholes Manhole frames and covers shall have sufficient structural adequacy to support the roadway traffic.The type of manhole frame and cover shall be approved by the Regional Director dr his representative.The manhole frame shall he set flush with the surface of the roadway unless otherwise permitted by the Regional Director or his representative. D. MAINTENANCE AND PROTECTION OF TRAFFIC 1. Traffic is to be maintained at all times during the progress of this work and adequate signs,barricades and lights shall be provided in accordance with the provisions of Sub-chapter H of the MY.S.Department of Transportation's Manual of Uniform Traffic Control Devices.A maintenance and protection of traffic plan may be required.No lanes shall be closed without prior approval. 2. The applicant shall erect and maintain suitable barricades around all trenches while work is in progress for the protection of the public,and they shall be suitably lighted by yellow lights at night. The work shall be carried on in such manner that not more than 100 feet of trench in earth remains open at end of day's work. 3. No pavement cuts are to be left unfilled over night,except in emergencies,and,in such cases,adequate precautions must be exercised to protect traffic.Prior approval must be obtained to use steel plating. 4. No construction materials or equipment shall be left on the shoulders or pavement after working hours,nor shall any construction equipment or material be placed in any manner or location that will obstruct highway or railroad warning signs: 5. All open trench in the highway right-of-way shall be barricaded.,There shall he conspicuously displayed bright red flags no less than 24"x 24"attached`to such barricades and illuminated at night with flashing yellow lights.If in the judgment of the representative of the Commissioner of Transportation,flagmen are necessary,they shall be employed by the permittee and on duty at all times during the progress of the work so as to direct traffic and maintain yellow flashing lights, etc. 6. Soft shoulder signs of adequate size,not.less than 24"square,shall be erected and maintained an all backfill trenches within the shoulder area until the backfill is thoroughly settled.These signs shall be located at the beginning of each section of work at intersections and at�a distance not greater than 1000 feet.apart. 7. During winter conditions highway shoulders shall be maintained free of obstructions which would interfere with snow removal and ice contro: B. The permittee shall keep the traveled way free of foreign objects such as rocks,timber and other items that may fall from transporting vehicles.Spillage of material carried by or dropped from the under-carriage of any carrying vehicle resulting from the permittee's hauling operations along or across any public traveled way shall be removed immediate- ly and such traveled way, both within and outside of the workllimits,shall be kept free of such spillage by the permittee. E. COMPLETION OF WORK 1. All work is to be performed in a manner approved by the Resident Engineer of the State Department of Transportation. 2. All disturbed areas shall be returned to their original condition in a manner satisfactory to the Commissioner of Transportation or his representative 3. The permittee shall be required to restore shoulders and ditches and clean up the highway as his work progresses.All driveways shall be restored with material in kind and to their original conditions. 4. All surplus earth and rubbish shall be cleaned up and removed from the highway Tight-of-way upon completion of the work,and the,highway left in a neat and orderly condition. 5. As built plans showing,final grade of new installation and existing underground facilities encountered shall be provided to N.Y.SA.O.T.if variation from approved design plans occurred during construction. F. NECESSITATED FUTURE WORK 1. The applicant agrees,that any present or future injury to or disturbance of the highway,its slopes or gutters,caused by placing mains and service pipe shall be repaired by the applicant at his own expense and in accordance with the requirements of the State Department of Transportation. 2. If necessity arises in the future because of the work on the State Higliway system andfor its structures,requiring the removal,relocation or replacement of the installation authorized by the permit,said work shall be done as directed by,the Commissioner or his representative,and all cost and expense so incurred'shall bathe obligation of the said permittee or his successor in interest. ll. TELEPHONE -TELEGRAPH INSTALLATIONS A. SETTING OF POLES I. Ali poles shalt be set outside the-ditcti lines so that the proper drainage of the highway will not be interfered with.In rase it is impracticable to set poles so as not to interfere with the flow of water in the ditches, the shoulder, ditch and space around the poles shall be paved by the applicant to protect against wash. 2. There shall he no obstruction to private driveways, connecting highways or roads, paths or sidewalks. 3. In case it is found necessary to trim trees within the boundaries of the highway,the least possible amount shall be done,and in all cases the consent of the abutting property owner must be secured before the poles are set and trees trimmed. 4. Poles shall be of sufficient length to provide a clearance of not lessithan eighteen feet between the wire and the crown of the highway,under the worst condtitions of temperature and loading.They shall be set in line and properly plumbed.They shall be well guyed.No guying to trees,unless by special permission of owner.Special precautions shall be taken on curves and where lines cross from one side of highway to the other.Poles shall-be straight,sound,and the fittings shoWbe of sufficient strength to carry wires under the worst condition of loading (ice,wind, et j. S. Where telegraph and telephone wires cross high tension'-power lines, electric light or trolley wires,special precaution shall be taken to maintain proper clearance under the worst condition of temperature and loading. B. RESETTING POLES 1. If necessity arises in future,because of work on the highway,wrelocate,replace or re-set poles,cables or conduits,said work shall be done at the expense of the applicant. Ill. SPECIAL CONDITIONS A. In addition to the aforementioned conditions,if it is found necessary by this Department to add to or otherwise modify the same,it is to be understood such changes shall form a part of the permit and be complied with immediately upon notice.I IV. ADDITIONAL SPECIAL CONDITIONS AND SKETCHES- See Attached Sheet. KEY MAP TYPICAL STORMWATER UNIT SURVEY ®F1 PROPERTY SCALE 1 "=600' n SNOW STORAGE STRIP 4'-0"+/-SIDEWALK OFFSET STRIP (MATCH EXISTING WIDTH) 1/tea"PER M (MIN.WIDTH) 3'-0"DESIRABLE (NOT TO SCALE) SHEET 1 OF 2 (SITE PLAN) 25 FOOoLF MAIN ROpD �" CAST IRON INLET FRAME & COVER (FLOCKHART X63518 TYPE 6840) SITUATE S.R. c^ OR 6" THICK REINFORCED CONIC. COVER SUBJECT FINISHED GRADE MA T�'I T�J C]K AVENUE PREMISES ` GRASS STRIP SOUND m ITEM 608.0101 4" o 0 N m TYPE CONCRETE 609.2801) ITEM 203.1 ( ) E TOWN O F S 0 U T H O L D PIPE8OR OAPPROV DE EQUAL I54 Of SUFFOLK COUNTY, NEW YORK Q NEW SUFFOLK AVENUE SOLID DOME' S.C. TAX No. 1000- 1 1 4- 1 1 -9 . 1 Qo SIDEWALK SECTION 0.5� MIN. EW FORCED PRECAST CON 0.57 �' ? � � ��� TO NEXT UNIT 4000 PSI ® 28 DAYS (min. 18" CORRUG. PE DRAIN o N.T.S. PIPE OR APPROVED EQUAL SCALE 1 "=20' : 4'-0"MIN. 6" JANUARY 11 , 2012 S P CONCRETE 2"TOP uAr1Es 8'-0" JUNE 20 2012 REVISED MAP m � ITEM 402.098102 3-0" \ SAW CUT R=I 1/2' 3 0„ (min.) JULY 31 , 2012 REVISE PER S.C.D.H.S. NOTICE No. 2 \ EXISTING PAVIITG GRADE (min.) ALL AROUNUSHED D - 1-1/2" STONE SEPTEMBER 18, 2012 REVISE PER S.C.D.H.S. NOTICE No. 3 EDGE OF PAVING TO HAVE 4" JANUARY 25 2013 PER REVISE S.C.D.H.S. NOTICE No. 4 L y TRAVEL va"PER FOOT SLOPE FEBRUARY 28, 2013 REVISE PER S.C.D.H.S. NOTICE No. 5 LEACHING RINGS { \ TTEM402.198901M&TTEM4021989llM REI4000 PSI NFORCED ®28 DAYS"G DECEMBER 10, 2013 REVISE SITE PLAN 0 2 1/2"BINDER iv NOTE:THE END OF CURB NOT ABUTTING APRIL 3, 2014 REVISE SITE PLAN m \ TTEM402.378901M&rrEM402.378911M -- EXISTING Z��IL��BERAMPED MAY 20, 2014 REVISE NOTES PER NYSDOT GOND SIDEWNLK o / 6-BASE(2 LIFTS) REVEAL IN THE LASTIO'AT AREA = 13,568 sq. ft. i \ LOCATIONS FACING TRAFFIC i ITEM 17304.101199M 6"SUB BASE COURSE 0.31 1 a c. ITEM 1069.2801 CONC APRON _ CER TIFIED TO: o 13200 MAIN ROAD Corp. SPHpIT PPVEMENT "� . \ 7" � E GROUND WATER CURB SECTION DRAINAGE CALCULATION go ASPHALT DRIVEWAY AN PARKING = 4,275 s ft. q• ' D 4,275 sq. ft. x 0.17 x 0.6 (02' RAIN PER HOUR) = 436 C.F. SH ULDER EINE �� W N.T.S. 436/42.24 (8' Dia. RINGS) = 10.32 3 � PROVIDE TWO(2) 6' DEEP 8' DIAMETER DRYWELLS CENTER EINE lg oI IIf OLE PRDUj3 pp0 ,9 Gu-"-oVERHEpD W1RE5 `ZLO+t 7" ROOF AREA 70 1,200 sq. ft. - 1 4 UTIL P OF Y-0"MIN. 22'-0" 3'-0"MIN. MATCHEIDXIRSTING GARAGE AA AREA 630 sq. ft. X To e3E REEoc E NYI# oN cuRe FDUND TOTAL 1,900 sq. ft. x 0.17 x 1 - 323.0 C.F. LIMIT O REBAR PROVIDE2TWO(2)D1a.5' DEEP 8'7D DIAMETER DRYWELL SPEED 5 FULL HEIGHT CURB NORMAL SIDEWALK ELEVATION . 1/4"PER FOOT 323/42.24 ( ) ULDER E1N�X1511NBE RELOCATED .( SpEED U I �. ,2. '\ 8 NC 134 STOP COURSPF EMENT PRHO& O / CNG• P1 RAM 5 _20 - -•-,_ 4"PER FOOT -,-.-.-,-,- Op p1C R=I" g/4"PER FOOT ° P jH NAN A MILLING OF pS EX STING pSPHAL'T V CUT _ - -.-•-•-`- sEo DoT DNER .-- C. APRON , '� � � `° SEWAGE DISPOSAL SYSTEM CALCULATIONS MAX SLOPE " WIItEFABRIC (GROUND WATER MANAGEMENT ZONE IV PR 0 D ( F ON 1:12 MEI.SLOPE 1/4"PER FOOT ITEM 10608.0101 O PROPERTY SIDEWALKCLASSF 1. ALLOWABLE DESIGN FLOW IS 300 GPD AS PER SINGLE AND SEPARATE PARCEL BE EXTENDE >> CONG•,SDEWAEK ° PROP GQ1d x ITEM 106080101 SCORE MARK y� LNE-� DRIVEWAY CURB ON THE 1981 TAX MAP PREDATING THE IMPLEMENTATION OF ARTICLE 6 OF THE Fou ^' .. ' APRON SECTION NOTE:THE FIRST YFLAG THE SIDEWALK TO ALLOWABLE DSUFFOLK OSIGNYBASED AON LOT RY D AREA: 0.311 ac. X 600 GPD ac. = 186.6 GPD V Cc C , d 1 1 f EITHER SIDE OF THE DR,\SWAY SHALL BE / N-10 UN r � REPAIR EXISTING SCORE E-3/a"EXP SIONJO NEW SIDEWALK TO 6"THICKWIRE FABRIC REINFORCED(ITEM 10608.0101) 2. APPLICANT IS PERMITTED TO USE SOUTHOLD SANITARY FLOW CREDITS TO BUILD TO o m SiDEWALKSASREQ. MARKS MATCH EXISTING 2,0" DOUBLE DENSITY WITHOUT A VARIANCE FROM THE HEALTH DEPARTMENT. ° CREDITS REQUIRED TO BE TRANSFERRED TO SITE TO MEET SUFFOLK pRYwE ys 4° LN° ro z P.CONCSIDEWALK COUNTY SANITARY ARTICLE 6 DENSITY REQUIREMENTS: NEVI A °„ 21 3/a"EXPANSION JOINT SCORE s'o"o C. ( )/ S10 zwEEN pR z I d 1 • m / VARIABLE SLOPE DRIVEWAY SECTION 373 GPD - 186.6 GPD 300 GPD = 0.62 CREDITS gE ° 1 f HT1 CURB TO BE 1/4"1/4ER FOOT ° 1 WOOD / N.T.S. PROPOSED 4, SSPE 789 . TES;H E SIE INCREAIN1 NECESSARY CURB 3. PROPOSED DESIGN FLOW q - W ° 1 't tTO APARTMENT No. 1 600 s ft. = 150 GPD �-RECONSTRUCT RECONSTRUCT SHOULDER -9 APARTMENT No. 2 600 sq. ft. 150 GPD WOOD PORC r 1� WIRE FENCE MIN.OF 25-0" MIN.OF 25'-0" q. - NON MEDICAL OFFICE 785 s ft. = 47 GPD (0.6 GPD/sq. ft.) RDOF OVER o.a'E. 28,_0„ GARAGE (.04 GPD/sq. ft 630 sq. ft. = 26 GPD 3'-0"MIN. 3'-0"MIN. FENCE TOTAL 373 GPD D 3 W -'�7 o N x DRIVEWAY PLAN 4. SEPTIC TANK CAPACITY REQUIRED 373 GPD X 2 DAYS = 746 GALLONS �? to ,�"-�rn z m � NTS. PROVIDE: 1,200 GALLON SEPTIC TANK (8' DIA. X 4' LIQUID DEPTH) a. n SO G� o �'� M z -vim 5. LEACHING POOLS REQUIRED: OppS€p ° WOOD o n ��,N u o n N�p 373 GPD/1.5 GPD/sf = 248.7 SIDE WALL LEACHING AREA °I STEPS a zv G Cr PROVIDE: FOUR(4) 7' DEEP x 10' DIAMETER LEACHING POOLS a PR WE��`' � a �r ��� � � � PRY m M Fn m p7 '.Z;'� FRESH AIR INLET WITH BUG SCREEN FLEXIBLE DISTRIBUTION POOL 6'3" EFFECTIVE DEPTH (196 SF SIDE WALL AREA) �1 CO n 25'2 ° �N j0 D -C CONNECTOR ATOPVCRCIGJOINT SEWAGE DISPOSAL SYSTEM (3) LEACHING POOLS 6'6" EFFECTIVE DEPTH (612 SF SIDE WALL AREA) C to a n o F.FL. 11.4' �2 ,�,o CU z m d "' s•4.4 Fn z TOTAL EFFECTIVE DEPTH C n �` ,n ; I ° cn o� / (808 SF SIDE WALL AREA) F.FL. EL. 22.5' CLEANOUT 6. SYSTEM OVERDESIGNED AS PER APPLICANT. \ y o N °i a .I iO in, aQ A y ROADWAY TYPE C.I. FRAME ROADWAY TYPE C.I. FRAME ROADWAY TYPE C.I. FRAME tm' �O rr m N I e, o o i5 B' Np v m o E 1 HEAVY DUTY LOCKING COVER (INSECT PROOF) FINISHED GRAD HEAVY DUTY LOCKING COVER (INSECT PROOF) FINISHED GRADE HEAVY DUTY LOCKING COVER (INSECT PROOF), HEAVYADUTYPLOC.1. FRAME RCOVER INSECT PROOF 7• EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND y\ n 0 2 N om 0 o ( ) REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. HOUSE TRAP 2,5' MAX. C yr s e\ zo.i n v " PROPOSED n ^' 2.5' MAX. S. SANITARY SYSTEM IS DESIGNED WITH 10' MINIMUM SEPARATION m x u EL. 17.7' r 8" min. TRAFFIC BEARING COVER BETWEEN LEACHING POOLS, BUILDING AND PROPERTY LINE. r�r1 Z yc x � RAN E " Po z HANDICAP RAMP - 1 s" S D-35 PVC PIPE I EL• ;_4.� 9. PREVIOUSLY EXISTING SHED HAS BEEN REMOVED FROM PROPERTY. LAI ° a 1 n 6'0CAST IRON PI 1/4•'/ft. 6" SRwD /8"�R(min.) i ,, <, <7 SIGN ZO o o. '' INV. EL 17.0 V. EL 16.5 b PROS�NG TRC?F�R�FF1G v o° d d n - - NV. EL �_ NV. EL 1� V. EL _ INV. EL 14.3 q m , z a 6. 1 N 4.6• h. ,. .. o .....d. . ..... a ° 4. ' N GROSS FLOOR AREAS O Z O ENS E(SEE OE(A1�� m $ `'. z 10' o' W S 0 0 n -� to'-o" 8'_D" FIRST FLOOR 1,284 sq. ft. .(tE� z rn N x I� ° Z m e 4„ a" SECOND FLOOR 766 sq. ft. ° '.d o °... lJ , e'E. �' o b 3'-D" 0 4" TOTAL 2,050 sq. ft. 19 oz a (min.) O ^ NOTES: o = o 3 �' o No nmD LEACHING DISTRIBU ION POOL (3) LEACHING POOLS 3'-0" 1. NO NEIGHBORS WELLS WITHIN 150' .y 9 d c o r n t. . (min.) W y I m N 8'-0" DIA. N� �m 2. EXISTING BUILDING SERVED BY PUBLIC WATER. '4' d ° A e1� 67,64 r ° zm tD'-D" mn 3. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM ° ° \ ° _U (� 86° 1 1 40 E I PROPOSED SEPTIC SYSTEM: o; 1D'-o" ZX ° 1 A FRAME GARAGEI STONE DRIVEWAY J ° Cn 1 ,200 GALLON D EXISTING ELEVATIONS A GARAGE 0.9'N. c ° NO zoo T RE SHOWN THUS: 2-0 - m -+ FOUND 1.4'N.1.5'E Fns SEPTIC TANK AD or EXISTING CONTOUR LINES THUS:- -20- - n 4. CONVERSION FROM A SINGLE FAMILY DWELLING TO u CONO.,MON. WIRE FENCE 23.3 I FENCE e N D X 2.8'E. ° m - PROPOSED SEPTIC TANK mo BOTTOM EL. 8_4' ^ 6' MIN. PENETRATION BOTTOM EL. 78' o� A MULTI-APARTMENT 'STRUCTURE I n o o INTO A VIRGIN STRATA 1> 64 m 5. 136 sq. ft. FRONT PORCH NON HABITABLE AREA. 6 e .. J 0.5'S. 0.4'W. 2o.4 21.9 I uDi (l'1 r r a\ m 1 '� OF SAND & GRAVEL 22.1' 20.7 I _ ° ,� i•� �• E m o 10.5 I oo N n m r HIGHEST EXPECTED GROUND WATER EL. 4.22' AT MONITORING WELL: USGS 405924072321501 S 39269.1 rm 4 �' � I o �c - PROPOSED �4)FOUR LEACHING POOLS Y I m, D �, 0 7' DEEP 10 DIA. n FRAME ; * / I m� F V F'Z GROUND WATER EL. 2.6' X z z �C) CD ° GARAGE �� ' m 'u j 21.0 BUILDING NOT TD BE / �'''''`' / FENCE ° rr1 - PROPOSED (2)TWO FUTURE (4) LEACHING POOLS Q7 HOOKED UP TD PROP. Mm- / 3.1•E. SANITARY OR WATER / STO ADE FENCE EXPANSION POOLS 00 M, (J1 22.1' 20.7 zoo FOUND S.C.D.H.S. APPROVAL °�o / CONC. MON. UNAUTHORIZED ALTERATION OR ADDITION 8.2' 21.5 / J N J / � THIS SURVEY IS A VIOLATION OF STOCKADE FENCE w FOUND 12 3 F 3 0.5 N. 0.3'E.t, 20-6 CONC. MON. / I �" SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. �1 L COPIES OF THIS SURVEY MAP NOT BEARING FOUND THE LAND SURVEYOR'S INKED SEAL OR CONC. MON. » EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. WIRE FENCE � Q A°CJ o 1.O O VACANT (J�'1• N/O/F ' THOMAS J Mc McCARTHY WALSH CERTIFICATIONS INDICATED HEREON SHALL RUN SUSAN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY TEST HOLE DATA A° _:jv yonn AND, N EASEMENTS OF RECORD, IF i ANY, NOT SHOWN ARE NOT GUARANTEED. t, ATE (TEST HOLE DUG BY McDONALD GEOSCIENCE ST j� ON MAY 15, 2012, AT 7:30 AM) "� *'Y;k tr y4y� a ` t ,t^ VI Al S. PREPARED IN ACCORDANCE WITH THE MINIMUM EL. 19.1' STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 0. BY THE L.I.A.L.S. AND APPROVED AND ADOPTED DARK BROWN LOAM OL FOR SUCH USE BY THE NEW YORK STATE LANG tA At.NEW YORK STATE HIGHWAY WORK PERMIT NOTES: TITLE ASSOCIATION. ^� 1. CROSS ACCESS TO THIS SITE IS SHOWN ON THE PLANS FOR IMPLEMENTATION ° ° e° BROWN CLAYEY SAND Sc ea '(A.P T AS PART OF FUTURE REDEVELOPMENT +p* C` ea } 2. THE CONTRACTOR TO CLEAN EXISTING DRAINAGE BASINS ALONG AND IMMEDIATELY Tort i! Fa�.i � THE ROUTE 25 SITE FRONTAGE AT THE COMPLETION OF CONSTRUCTION. 6' 3. REPAIR EXISTING SHOULDER, SIDEWALK AND CURBING AS ORDERED BY STATE ENGINEER. 4. ROW MARKERS SHALL BE INSTALLED AT THE PROPERTY LIMITS ALONG THE STATE HIGHWAYFRONTAGE FRONTAGE IND AT ANY ACCORDANCE WITIHDN INTERMEDIARY TURNING RSTANDAR'J SHEETNG M625-1R1.ATE HIGHWAY FINE TO COARSE SAND SW BY: 5. ALL SIDEWALK SURFACES SHALL BE GIVEN A SLIP RESISTANT TEXTURE. A COARSE //j�/j\�/j V (� `?- BROOM FINISH PERPENDICULAR TO THE SIDEWALK SLOPE IS ACCEPTABLE. '-j�,�C*�.k{37 6. ALL WORK SHALL BE COORDINATED WITH N.Y.S.D.O.T. CAPITAL PRROJECT, PIN 004238 (D262397) , N S. Lic. No. 50467 "NY 25 CR 58 TO TUCKER LANE THIN COURSE OVERLAY", LET ON DECEMBER 5, 2013. 11 7. TACK COAT REQUIRED BETWEEN ALL LIFTS REGARDLESS WHEN PLACED 8. ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10 AM AND AFTER 3 PM. NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. NIGHTTIME LANE CLOSINGS PALE BROWN FINE SAND sP Nathan Taft Corwin III WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE PERMIT INSPECTOR. 9. IF ANY DAMAGE TO THE EXISTING, CONCRETE PAVEMENT OCCURS, THE CONTRACTOR SHALL EL. 2.6' 16.5' REPLACE THE COMPOSITE PAVEMENT TO THE EXISTING LONGITUINAL JOINT PER THE CURRENT WATER IN PALE BROWN FINE SAND SP Land Surveyor NYSDOT CALCIUM CHLORIDE REPAIR DETAILS AT NO COST TO THE STATE. 17' Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jomesport, New York 11947 31-251 F - - SURVEY OF PROPERTY TABLE NYl-A TABLE 6H-4 FORMULAS FOR DETERMINING TAPER LENGTHS SHEET 1 OF 2 (DETAILS) BARRIER VEHICLE USE REQUIREMENTS SPEED LIMIT IS) TAPER LENGTH a) TABLE 6C-3 SITUATE (LONG TERM. INTERMEDIATE TERM, AND SHORT TERM STATIONARY CLOSURES) QW1 FT,) TAPER LENGTH FOR TEMPORARY L = TAPER LENGTH TRAFFIC CONTROL ZONES (10 MPH)OR LESS L •W52/60 N =WIDTH OF OFFSET IFTJ M A T T I T U C K USE REQUIREMENTS (45 S =PRECONSTRUCTION POSTED SPEED LIMIT)MPH) TYPE OF TAPER TAPER LENGTH 4I A NON-FREEWAY U5 MPH)OR MORE L =IS MERGING TAPER l J CLOSURE TYPE EXPOSURE CONDITION' (PRECONSTRUCTION POSTED SPEED LIMIT) SHIFTING TAPER L/2 TOWN OF S O U T H O L D FREEWAY STANDARD TAPER LENGTHS SHOULDER TAPER L/3 2 15 LRH 35-40 LPH s 30 MPH ONE-LANE, TWO-WAY TRAFFIC TAPER 100 FL MAXIMI SUFFOLK LATERAL SHIFT TEMPORARY TRAFFIC CONTROL ZONE S U F F O L K COUNTY, NEW YORK ZONEPOSTED SPEED LIMIT WORK ZONE TRAFFIC CONTROL LEGEND � OF TRAFFIC DOWNSTREAM TAPER 100 FT.PER LANE S.C. T WORKERS ON FOOT OR 3 3 3 2 FLOW PATH (15 MPH) DO LPH) as MPH) q0 MPH) (45 MPH) 150 MPH) b5 MPH) (60 MPH) (65 MPH) RO MPH) SYMBOL DESCRIPTION TAX N IN VEHICLES EXPOSED REQUIRED REQUIRED REQUIRED OPTIONAL 1000- 114- 11 -9. 1 TO TRAFFIC 4 45 60 85 110 180 200 220 240 260 280 F - -i D IANE CLOSURE NON-TRAVERSABLEHAZARD 3 3 2 2 5 55 75 105 135 225 250 275 300 325 350 ARROW PANEL SCALE 1 =2 EX VATIOENT,MATERIALS, REQUIRED' REQUIRED OPTIONAL OPTIONAL 6 65 90 l25 160 210 300 330 360 390 420 EXCAVATION)ONLY NO WORKERS EXPO E0 7 75 105 115 190 315 350 385 120 455 490 ARROW PANEL,CAUTION MODE E JANUARY WORKERS ON FOOT OR 8 85 120 165 215 360 400 410 180 520 560 1 1 , 2012 IN VEHICLES EXPo!A D REQUIRED' REQUIRED3 OPTIONAL 2 OPTIONAL 2 9 95 135 185 240 105 150 495 540 585 630 JUNE 20, 2 012 REVISED M A P TO O TRAFFIC to 105 150 205 270 450 5Oo 550 600 650 700 >� ARROW PANEL TRAILER OR SUPPORTL JULY 31, 2 012 REVISE PER S.C.D.H.S. NOTICE N o. 2 SHOULDER CLOSURE -NON-TRAVERSABLE HAZARD 3 2 2 2 11 115 165 225 295 195 550 605 660 115 T70 SEPTEMBER I"--i CHANGEABLE MESSAGE SIGN RVMSI " E BER 18, 2012 REVISE PER S.C.D.H.S. NOTICE No. 3 QE.EQUIPMENT,MATERIALS. REQUIRED OPTIONAL OPTIONAL OPTIONAL 12 125 180 245 320 540 600 660 720 780 840 EXCAVATION)ONLY JANUARY 25, 2013 PER REVISE S.C.D.H.S. NOTICE No. 4 NO WORKERS EXPOSED � CHANNELIZING DEVICE FEBRUARY 28, 2013 REVISE PER S.C.D.H.S. NOTICE No. 5 1. THE EXPOSURE CONDITIONS DESCRIBED IN TABLE NYI-A ASSUMES THERE IS NO POSITIVE PROTECTION ® CRASH.CUSHION/TEMPORARY IMPACT ATTENUATOR DECEMBER 1 O, 2013 REVISE SITE PLAN REAPORARY TRAFFIC BARRIER)PRESENT. WHERE WORKERS OR HAZARDS ARE PROTECTED BY A TEMPORARY TABLE 619-4 TRAFFIC BARRIER,BARRIER VEHICLES ARE NIT REQUIRED. APRIL 3, 2014 REVISE SITE PLAN FLARE RATES FOR POSITIVE BARRIER DIRECTION OF TEMPORARY TRAFFIC DETOUR A A MAY 20, 2014 REVISE NOTES PER NYSDOT 2. BUFFER E SPPACE (ABLEN6C 2)SHALT IS LNBE"PROVIDED.EITHER A BARRIER VEHICLE OR THE STANDARD LONGITUDINAL LONGITUDINAI.EB FER SPACE POSTED SPEED LIMIT TYPE OF POSITIVE BARRIER 30 40 50 55 65 ='J DIRECTION OF TRAFFIC 3. REQUIREMENTS SHALL INCLUDE PROVIDING A'SEPARATE BARRIER VEHICLE FOR EACH CLOSED LANE PRECONSTRUCTION MPH MPU) LPH MPH MPH AND EACH CLOSED PAVED SHOULDER 8'OR GREATER IN WIDTH. IF THE WORK SPACE MOVES WITHIN POSTED DISTANCE TEMPORARY CONCRE BARRIER 811 1111 14s1 1631 20:1 THE STATIONARY CLOSURE. THE BARRIER VEHICLE SHALL BE REPOSITIONED ACCORDWY. BARRIER SPEED LIMIT OAPHI BOX BEAM OR HEAVY POST CORRUGATED AM :t 911 11:1 12s1 15d r• FLAGGER CER TIFIED' T0: VEHICLES PROTECTING NON-TRANSVERSABLE HAZARDS SHAH REMAIN IN PLACE DURING BOTH 5 155 FL 0 200 WORKING AND NON-WORKING HOURS UNTIL THE HAZARD NO LONGER EXISTS. EXCEPTIONS TO THESE REQUIREMENTS MAY BE MADE, AS APPROVED BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE FLAG TREE WHERE BARRIER VEHICLE PLACEMENT WOULD HE 1PEFFECTIVE OR WOULD INTERFERE WITH THE SAFE TABLE NY6H-3 13200 MAIN ROAD Corp. OPERATION OF TRAFFIC. T. ADVANCE WARNING SIGN SPACING •----� LUMINAIRE 4. BARRIER VEHICLES ARE NOT REWIRED FOR MILLING AND/OR PAVING OPERATIONS, BUT THE STANDARD DISTANCE BETWEEN SIGNS SIGN LEGEND LONGITUDINAL BUFFER SPACE(TABLE 6C-21 SHALL BE PROVIDED. ROAD TYPE ""` PAVEMENT MARKINGS THAT SHALL BE A ffTJ B ffTJ C FT.) XX YY REMOVED FOR A LONG TERM PROJECT S. BARRIER VEHICLES ARE NOT REQUIRED FOR FLAGGING OPERATIONS,BUT THE STANDARD LONGITUDINAL l ` BUFFER SPACE RABLE6C-21 SHALL BE PROVIDED. URBAN is JO WHO) 100 1001 100 AHEAD AHEAD SIGN, TEMPORARY URBAN 05-40 WHO) 200 206 " 200 AHEAD AHEAD URBAN(t 45 WHO) 350 350 350 1000 FT AHEAD NEW YORK STATE HIGHWAY WORK PERMIT NOTES: TABLE NY2-A SAL 500 500 500 1500 FT 1000 FT. TEMPORARY BARRIER 1. CROSS ACCESS TO THIS SITE IS SHOWN ON THE PLANS FOR IMPLEMENTATION PLACEMENT DISTANCE FOR BARRIER VEHICLES EXPRESSWAY/FREEWAY 1000 1500 2640 l MILE MILE AS PART OF FUTURE REDEVELOPMENT RECONSTRUCTION PLACEMENT DISTANCE FTJ 'PRECONSTRUCTION POSTED SPEED LIMIT ® TEMPORARY BARRIER WITH WARNING LIGHTS 2. THE CONTRACTOR TO CLEAN EXISTING DRAINAGE BASINS ALONG AND IMMEDIATELY TO ABLE USE RE POSTED BARRIER VEHICLES* URBAN: O,BIC MORE THAN I RB THE FOLLOWING NAGECRITERIA) THE ROUTE 25 SITE FRONTAGE AT THE COMPLETION OF CONSTRUCTION. SHADOW VEHICLE USE REQU02EMENTS SPEED Lr►Br Ils000 lest (24000 Lest SIDEWALKS,BICYCLE USAGE,CURBING,CLOSED DRAINAGE SYSTEMS. O-► TRAFFIC 04 PEDESTRIAN SIGNAL 3. REPAIR EXISTING SHOULDER, SIDEWALK AND CURBING AS ORDERED BY STATE ENGINEER. (MOBILE CLOSURES) aPH1 MINIMUM MAXIMUM MINIMUM MAXIMUM DRIVEWAY DENSITIES GREATER THAN 10 24 DRIVEWAYS PER MILE,MINOR 4. ROW MARKERS SHALL LD13E INSTALLED AT THE PROPERTY LIMITS ALONG THE STATE HIGHWAY >55 100 Fr. 200 FT. 100 FT. 200 FL COMMERCIAL MAJOR DRIVEWAY DRIVEWAYS.NNUUIEROOUS RIGHTMILE OF OR ® TYPE III BARRICADE FRONTAGE AND AT ANY INTERMEDIARY TURNING POINTS ALONG THE STATE HIGHWAY USE REQUIREMENTS 45 -55 100 FT. 200 FT. 85 Fr. 165 FT. CONSTRAINTS,HIGH DENSITY OF CROSS STREETS.85TH PERCENTILE FRONTAGE IN ACCORDANCE WITH NYSDOT STANDARD SHEET M625-1 R1. <15 85 Fi. 165 FT. 50 Fi. 100 FT. SPEEDS OF 45 MPH OR LESS. S WARNING LIGHTS R1-2 5. ALL SIDEWALK SURFACES SHALL BE GIVEN A SLIP RESISTANT TEXTURE. A COARSE NON FREEWAY RURAL, ANY AREA NOT EXHIBITING MORE THAN ONE OF THE ABOVE CLOSURE TYPE EXPOSURE caND[noN OPRECONSTRI1CT10N POSTED SPEED LtMtTI ® BROOM FINISH PERPENDICULAR TO THE SIDEWALK SLOPE IS ACCEPTABLE. FREEWAY AS DEFILED IN NYSDOT STANDARD SPECIFICATION 619: CHARACTERISTICS. WORK SPACE YIELD 6. ALL WORK SHALL BE COORDINATED WITH N.Y.S.D.O.T. CAPITAL PRROJECT, PIN 004238 (D262397) t 45 MPH 35-40 MPH -s 30 LPH BARRIER VEHICLE-VEHICLE USED FOR STATIONARY SHOULDER EXPRESSWAYi DIVIDED HIGHWAYS FOR TRAFFIC WITH FULL OR PARTIAL "NY 25 CR 58 TO TUCKER LANE THIN COURSE OVERLAY", LET ON DECEMBER 5, 2013. CLOSURES,LANE CLOSURES, AND OTHER STATIONARY WORK ZONES. CONTROL OF ACCESS AND GENERALLY WITH GRADE SEPARATIONS - WORK VEHICLE 7. TACK COAT REQUIRED BETWEEN ALL LIFTS REGARDLESS WHEN PLACED AT MAJOR CROSSROADS. 8. ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10 AM AND AFTER 3 PM. NO LANE WHEN ANY WORKER, 1 2A 2,1 2.1 MINIMUM DISTANCE SHOW REFLECTS THE ACTUAL ROLL AHEAD CLOSINGS ARE PERM) LANE CLOSURE VEHICLE, OR OTHER WAZARD REQl11RED2' REQUIRED REQUIRED REQUIRED DISTANCE FROM MANUFACTURER. FREEWAYS/INTERSTATE: LOCAL OR INTER REGIONAL HIGH-SPEED,DIVIDED, � WORK VEHICLE WITH TRUCK MOUNTED ATTENUATOR PERMITTED ON WEEKENDS OR HOLIDAYS. NIGHTTIME LANE CLOSINGS IS EXPOSED TO TRAFFIC HIGH-VOLUME FACILITIES WITH FULL OR PARTIAL CONTROL of ACCESS. A B C D E F G H J WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE PERMIT INSPECTOR. WHEN ANY NORTEK, ��? IREOF 9. IF ANY DAMAGE TO THE EXISTING CONCRETE PAVEMENT OCCURS, THE CONTRACTOR SHALL SHOULDER CLOSURE VEHICLE, OR OTHER HAZARD REI)l1IRED'4 RE(MRRED2'4 REQJIREO'1 REQIIRED2'1TABLE NY2-8 18 .375 2 1 1.5 C 2.375 2.188 .625 1.5 REPLACE THE COMPOSITE PAVEMENT TO THE EXISTING LONGITUINAL JOINT PER THE CURRENT IS EXPOSED TO TRAFFIC PLACEMENT DISTANCE FOR SHADOW VEHICLES NYSDOT CALCIUM CHLORIDE REPAIR DETAILS AT NO COST GI THE STATE. 24 .375 3 1.375 2 C 3.25 3 .875 1.5 1. A MOBILE CLOSURE SHALL BE USED FOR ANY IfORK ACTIVITY THAT MOPES CONTINUOUSLY OR INTERMITTENTLY PRECONSTRUCTION PLACEMENT DISTANCE ffTJ WORK DURATION DEFINITIONS 30 .625 4 1.75 2.5 C 3.938 3.625 .875 1.5 POSTED SHADOW VEHICLES•• _ ALONG THE TRAVELED WAY OR SHOULDER SLOWER THAN THE PREVAILING SPEED OF TRAFFIC. CHANNELIZING SPEED LIMIT LONG-TERM STATIONARY IS WORK THAT OCCUPIES A LOCATION MORE DEVICES ARE NOT USED FOR MOBILE CLOSURES. O,PH) (18000 LBSJ (24000 LBSJ THAN 3 CONSECUTIVE DAYS. STATE OF NEW YORK 36 .75 5 2 3 C 4.688 4.375 1.25 2 MINDUAN 330 FIJM 180MINFT. 280MAXFII) INTERMEDIATE-TERM STATIONARY IS WORK THAT OCCUPIES A LOCATION DEPARTMENT OF TRANSPORTATION 2. SHADOW VEHICLES SHALL BE EQUIPPED WITH All APPROVED REAR MOUNTED ATTENUATOR(TRUCK MOUNTED >55 23O FT. 330 FT. l80 FT. 280 FT. 40 1 6 2.75 4 C 6.25 5,875 2 3 OR TRADER WAYROA AY THE FOLLOWING MOBILE ClpSlktESs LANE CLOSURES ON FREEWAYS,LANE CLOSURES 15 -55 1Bp FT. 280 FT. 150 FT. 250 Fi. MORE THAN OPE DAYLIGHT PERIOD UP TO 3 CONSECUTIVE DAYS,OR _ ON NON-FREEWAY ROADWAYS HAVING APRE-CONSTRUCTION POSTED SPEED LIMIT OF 35 MRN OR MORE,SHOULDER NIGHTTIME WORK LASTING MORE THAN 1 HOUR. 115. CUSTOMARY STANDARD SHEET 6 CLOSURES ON FREEWAYS, AND SHOULDER CLOSURES ON NON-FREEWAY ROADWAYS HAVING A PRE-CONSTRUCTION <45 190 Fr. 200 FT. 100 FT. 200 FT. d 1.5 8 3.5 5 C 7875 725 2.5 4 SPEED LIMIT OF 45 MPH OR MORE. SHORT-TERM STATIONARY IS DAYTIME WORK THAT OCCUPIES A LOCATION 3. FOR MOBILE LANE CLOSURES ON NON-FREEWAY ROADWAYS HAVING A PRE-CONSTRUCTION POSTED SPEED LIMIT • AS DEFINED IN NYSDOT STANDARD SPECIFICATION 6191 FOR MORE TMD( 1 HOUR WITHIN A SINGLE DAYLIGHT PERIOD. OF 30 MPH OR LESS AND MOBILE SHOULDER CLOSURES ON NON-FREEWAY ROADWAYS HAVING A PRE-CONSTRUCTION SHADOW VEHICLE -VEHICLE USED FOR MOBILE OR SHORT DURATION SHORT DURATION IS WORK THAT OCCUPIES A LOCATION UP TO 1 HOUR. SPEED LIMIT OF 40 LPH OR LESS, SHADOW VEHICLES ARE NOT REQUIRED TO BE EQUIPPED WITH A REAR MOUNTED WORK OPERATIONS. MOBILE IS WORK THAT MOVES INTERMITTENTLY OR CONTINUo1151 Y. WORK ZONE TRAFFIC CONTROL - ATTENJATOR. LEGENDS AND NOTES 4. A SHADOW VEHICLE IS USED TO PROTECT EXPOSED WORKERS ION FOOT OR IN A VEHICLE)AND SHALL BE REQUIRED MINIUM DISTANCE SHOWN REFLECTS THE ACTUAL ROLL AHEAD FOR ALL MOBILE CLOSURES. SHADOW VEHICLE REQUIREMENTS SHALL INCLUDE PROVIDING A SEPARATE SHADOW DISTANCE FROM MANUFACTURER. VEHICLE FOR EACH CLOSED LANE AND EACH CLOSED T PAVED SHOULDER 8' OR GREATER D WIDTH. ADDITIONAL APPROVED SEPTEMBER 18, 2008 ISSUED UNDER EB 08-036 COLORS: LEGEND -RED (RETROREFLECTIVE) SHADOW C VEHICLES MAY BE REQUIRED TO PROMOTE THE SAFE OPERATION OF TRAFFIC AND THE INCREASED BACKGROUND-WHITE (RETROREFLECTIVE) PROTECTION OF EXPOSED WORKERS, AS DIRECTED BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE. /S/DAVID J.CLEMENTS, P.E. EFFECTIVE DATE: 01/08/09 DIRECTOR,OFFICE OF 619-11 TRAFFIC SAFETY APD MOBILITY 1-2 • • 03/23/05 i - SHOULDER I I TRAVEL LANE C D MINIMUIMCHANNELIZING DEVICES �-- L !O' NOTE (SEE NOTE 7) TRAVEL LANE �� )SEE NOTE 1) SHOULDER . • _ . . , r H E H r PLACEMENT ! j DISTANCE I F ISEE TABLE NY2-A1 i 1 LOOP - 00'_POSED_- B A R BARRIER VEHICLE SETUP NOTE 81 wIF SPED LIMIT<1 L Y6H- ) L 31 500' AL 1000'POSTED SPEED (SEE TABLE 1ffi TAPER LIMIT >45 6H-4 FOR L) � 81)FFER SPACE J G (sEETAeLE�c� 2) J UNAUTHORIZED ALTERATION OR ADDITION ucem B TO THIS SURVEY IS A VIOLATION OF >a� ROAD SHOULDER END F SECTION 7209 OF THE NEW YORK STATE ROAD WORK EDUCATION LAW. ArTER no 6202 COPIES OF THIS SURVEY MAP NOT BEARING MIORK ROAD WORK AHEAD WORK slaero XX THE LAND SURVEYOR'S INKED SEAL OR NYR9-11 G20 1 )SEE NOTE 11 N20 1 N21-5 K G EMBOSSED SEAL SHALL NOT BE CONSIDERED K TO BE A VALID TRUE COPY. CERTIRCAT SHALL TEXT S PREPARED,IAND ION EHI R WHOBEHAM THE TO THE fO MLES ONLY TO THE PERSON FOR WHOM THE SURVEY (SEE NOTTEES3 AND 6) SHOULDER CLOSURE F* TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND IF TO THE ASSIGNEES OF THE LENDING INSTI- SIBOKT OR INTERMEDIATE TERM STATIONARY TUTION. CERTIFICATIONS ARE NOT TRANSFERA8LE. 2{AWE 2-WAY ROADWAY 8WT TO SCAIEI E THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF A ANY, NOT SHOWN ARE NOT GUARANTEED. R1-2a PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED TO ONCOMING TRAFFIC BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THFiNEW-PORK STATE LAND TITLE ASSOCIATION�" r- , NOTES: 1. WHEN THE MINIMUM LANE WIDTH OF 10" CANNOT BE MAINTAINED DUE TO A SHOULDER CLOSURE,USE THE DETAIL FOR SHORT OR INTERMEDIATE TERM STATIONARY FLAGGING OPERATION. *SerieS20DD Standard Alphabets. 2. NO WORK ACTIVITY OR STORAGE OF EQUIPMENT,VEHICLES,OR MATERIAL SHOULD OCCUR WITHIN A BUFFER SPACE. • q ` �- 3. WHEN THE DISTANCE BETWEEN THE ADVANCE WARNING SIGNS AND WORK IS 2 MILES TO 5 MILES, A NOTES SEE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL „ SUPPLEMENTAL DISTANCE PLAQUE (NT-7O)SHOULD BE USED WITH THE SHOULDER WORK SIGN(W21-SL LEGENDS AND NOTES" FOR LEGEND OF SYMBOLS AND/OR LETTER yR ! t, g CODES USED IN THIS DRAWING. ' 4. THE ROAD WORK NEXT XX MILES SIGN 620-1)MAY BE USED INSTEAD OF THE ROAD WORK AHEAD SIGN(W20-1) IF = WORK LOCATIONS OCCUR OVER A DISTANCE OF MORE THAN 2 MILES. STATE OF NEW YORK A B C D E F G H J K L 4. S. FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND NY2-A ON THE STANDARD SWEET DEPARTMENT OF TRANSPORTATION 24 18 .375 .625 2.5 3 D 2 2.188 10 7.75 1.5 TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES". 6. IN THOSE SITUATIONS WERE MULTIPLE WORK LOCATIONS EXIST WITHIN A LIMITED DISTANCE MAKE IT PRACTICAL6 30 .625 .875 5.25 4.5 D 3 3.266 14.873 11.496 2.25 '��'"'r•r?�� .x. TO PLACE STATIONARY SIGNS, THE DISTANCE BETWEEN THE ADVANCE WARNING SIGN AND WORK SHALL NO U.S.UCUSTOMARY STANDARD SHEET � N.Y.S. Lic. No. 50467 EXCEED 5 MILES. 48 36 .75 1.25 5 6 D 4 4.355 19.829 15.327 3 T. CHANNELIZING DEVICE SPACING(CENTER TO CENTER)SHALL NOT EXCEED 40' IN THE ACTIVE WORK SPACE. 8. TRANSVERSE DEVICES SHALL BE REQUIRED GS PER 619 STANDARD SPECIFICATIONS) WHEN A PAVED SHOULDER SHOULDER CLOSURE Nathan Taft Corwin HAVING A WIDTH OF 8'OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 1500'. 2-LANE 2-WAY ROADWAY Land Surveyor - /S/ SEPTEMBER 15, 2009 ISSUED UNDER EB 09-025 /5/DAVID J.CLEMENTS, P.E. COLORS: LEGEND -BLACK Successor To: StanleyJ. Isaksen, Jr. L.S. EFFECTIVE DATE: 01/01/10 TTRRAAFDIRECTOR. IcC SAFETY AND MOBILITY OFFICE OF 619-20 BACKGROUND-WHITE (RETROREFLECTIVE) JosepA. Ingegno L.S. Ttle Surveys - Subdivisions - Site Plans - Construction Layout 1-3 PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA �^�r ('� ANDREW M. CUOMO 99 WASHINGTON AVENUE �C,/�" t {� .:`j GOVERNOR ALBANY,NY 12231-0001 D T' ,^•t a '�( ROSSANA ROSADO WWW.DOS.NY.GOV SECRETARY OF STATE SOUTHERN REGION— BOARD OF REVIEW DEC 2 6 2017----------------------------------------------------- In the Matter of the Petition of: DECISION ANTHONY PALUMBO For a Variance to the New York State TOWN OF SOi<TrHOLD Uniform Fire Prevention & Building Code PETITION NO. 2016-0146 Upon the application of Anthony Palumbo, filed pursuant to 19 NYCRR 1205 on November 8, 2017, and upon taking testimony and hearing argument thereon at a duly noticed hearing before the Southern Region—Board of Review held at the Perry B. Duryea Jr. State Office Building, 250 Veterans Memorial Highway, Hauppauge, New York, on November 9, 2017, and upon all other papers in this matter, the Board makes the following determination: NATURE OF GRIEVANCE AND RELIEF SOUGHT The petition pertains to a change of occupancy, an addition, and alterations to an existing building of a mixed R-3/13, Residential/Business occupancy, two stories in height of Type 5B construction, approximately 1,942 square feet in gross area, located at 13200 Main Road, Mattituck, Town of Southold, County of Suffolk, State of New York. Relief is requested from: 19 NYCRR Part 1221, The International Building Code, 2015, Section 903.2.8, which states an automatic sprinkler system installed in accordance with Section 903.3 shall be provided throughout all buildings with a Group R fire area. [The Petitioner requests relief to install an automatic sprinkler system that does not comply with Section 903.3.1 FINDINGS OF FACT 1. The building that is the subject of this petition is properly classified as a two-story building of Type 5B construction with a mixed R-3/13 Residential/Business occupancy. 2. At the present time, the building was last used as a single-family dwelling. The Petitioner now wishes to use the building for two dwelling units of Type R-3 occupancy and a business office of B occupancy. 3. Section 903.2.8.1 would allow the installation of an NFPA 13D sprinkler system throughout the building if the building only contained an R-3 occupancy. However, because the building also has a B occupancy, an automatic sprinkler system installed as per NFPA 13 would be required throughout. r S EW YORK Department STATE OF OPPORTUNITY_ of State Petition No. 2016-0146 Page 2 4. The Petitioner has stated that at the present time, there is only a one-inch water supply line to the building and that the requirement to provide a full NFPA fire sprinkler system would be physically or legally impracticable and would create an excessive and unreasonable economic burden. However, no specific cost estimates for the compliant sprinkler system have been submitted with the application. 5. The Petitioner has offered, as an alternative,to provide and install an NFPA 13D compliant sprinkler system throughout the entire building, including the attic, and provide a two-hour fire-rated separation between the two dwelling units, and between the dwelling units and the business office in the form of fire barriers. 6. The Petitioner has stated that with the proposed 13D system, and the two-hour fire separations, that full compliance with the Code would be unnecessary in light of alternatives which, without a loss in the level of safety, achieved the intended objective of the Code. 7. The Petitioner has proposed that the building, in all other respects, will meet the applicable provisions of the Uniform Code. 8. The Petitioner stated that the attic will have two HVAC systems within, no habitable space, and will remain unfinished. CONCLUSION OF LAW The proposed variance will not substantially adversely affect the Code's provisions for health, safety and security. Strict compliance with the provisions of the Uniform Fire Prevention and Building Code would entail practical difficulties or unnecessary hardship, and would be unnecessary in light of alternatives which ensure the achievement of the Code's intended objective, or in light of alternatives which, without a loss in the level of safety, achieve the Code's intended objective more efficiently, effectively or economically. DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from 19 NYCRR.Part 1221, Section 903.2.8, be GRANTED with the following conditions: 1. That an NFPA 13D compliant sprinkler system be installed throughout the entire building, including the attic. 2. That a two-hour fire-rated separation be provided between the two dwelling units and between the dwelling units and the business office in the form of fire barriers. 3. The attic shall remain as an unfinished space and shall not be used as habitable space. 4. The building will be used only for two dwelling units and a business use. 4 co 5. That a fire-detection system shall be installed throughout and connected to central station monitoring. 6. That the building, in all.other respects, will meet the applicable provisions of the Uniform Code. Petition No. 2016-0146 Page 3 This decision is limited to the specific building and application before it, as contained within the petition, and should not be interpreted to give implied approval of any general plans or specifications presented in support of this application. Chairman Richard Magee and members, Robert Peterson, Pey-Lin Nee, Jothy Narendran and Andrew Haimes, all,concur. So ordered. Southern Region—Long Island Board of Review Chairman Richard MagVe DATE: .� NMC:eh NYS DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION Variance Attest List Petition No: 2016-0146 The persons below are advised to TAKE NOTICE of the attached document. The attached document pertains to a petition for relief related to code requirements. If there are any questions,call(518)474-4073 and ask for the Variance Unit. Please refer to the petition number in all related conversations or correspondence with us. MICHAEL VERITY TOWN OF SOUTHOLD BLDG DEPT 53095 MAIN ROAD PO BOX 1179 SOUTHOLD, NY 11971 ANTHONY PALUMBO PO BOX 132 MATTITUCK, NY 11952 CHARLES SOUTHARD,JR CWS ARCHITECT 435 BAY HOME ROAD SOUTHOLD, NY 11971 04/22/2016 Page 1 of 1 .P `BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 0f$0UryO 53095 Main Road•P.O. Box 1179 h0 �O Southold,NY 11971-0959 James Dinizio,Jr. #t Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �0 �O 54375 Main Road(at Youngs Avenue) Ken Schneider l�CpUSouthold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD D ' Tel.(631)765-1809 •Fax(631)765-9054 FINDINGS,DELIBERATIONS AND DETERMINATI&nthold Town Clerk MEETING OF MARCH 15,2012 ZBA FILE: 6540 NAME OF APPLICANT: William C. Goggins,Contract Vendee PROPERTY LOCATION: 13200 Main Road,Mattituck,NY SCTM4 1000-114-11-9.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 24, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The parcel is 13,568 square feet and is in a Hamlet Business Zone. The parcel is L-shaped with 72.5 feet of road frontage along the Main Road(S.R. 25), is improved with a 2 story frame house, a frame garage and frame shed(in disrepair), as shown on the"Survey of Property",dated January 11,2012, prepared by Nathan Taft Corwin III,L.S. BASIS OF APPLICATION: Request for Variance from Article I Section 280-45 and the Building Inspector's December 22,2011, amended January 9,2012 Notice of Disapproval based on an application for building permit, to convert a dwelling to multiple dwelling units(3)at: 1)one unit at less than the code required minimum of 850 square eet. ""' "�'° � RELIEF REQUESTED: The applicant proposes to convert an existing dwelling into three dwelling units. Two of the proposed dwelling units having the Code conforming 850 sq. ft., the third dwelling unit is proposed at a nonconforming 486 sq. ft. The applicant requests an area variance to create the third dwelling unit having 486 sq. ft.,requiring a 43%or 364 sq.ft.relief from the Code required 850 sq. ft. ADDITIONAL INFORMATION: The Southold Town Planning Board, in a memorandum to the Zoning Board of Appeals,dated February 7,2012, stated its support for the requested variance. FINDINGS OF FACT/REASONS FOR BOARD ACTION: Tile Zoning Board of Appeals held a public hearing on this application on March 1,2012, at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property d 401 S Page 2 of 3—March 15,2012 ZBA File#6540-Goggins CTM: 1000-114-11-9.1 and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 5267-W) b)( (1). Grant of the requested variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. There are no proposed exterior changes that would create an undesirable change in the character of the neighborhood. The proposed multiple dwelling use within the subject existing dwelling is a permitted use in this Hamlet Business Zone. The property has ample room to allow for all tenants to park on the subject parcel. 2. _Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than,an area variance. The existing dwelling's total habitable floor area is insufficient to create three dwelling units that comply with the Code requirement of 850 sq. ft. per dwelling unit. To add the deficient 364 square footage, to create three Code conforming size dwelling units, by means of new construction of an addition,would not be economically feasible in this Hamlet Business zone. 3. Town Law 5267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 43%relief from the code. However, the proposed subject dwelling unit at 486 square feet is 36 square feet or 8% larger than what the Code permits as an accessory apartment in a one family dwelling in the A-C, R-40, R-80,R-120, R-200 and R-400 Zones. Furthermore the conversion of an existing dwelling, in a Hamlet Business Zone, into multiple dwellings (apartments) furthers the goal of the Town's Comprehensive Plan by improving the availability of affordable rental housing. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The proposed conversion of the existing dwelling to multiple dwellings is subject to site plan approval by the Planning Board, whose function, among others, is to mitigate any adverse impact the proposed action(s) may pose to the physical or environmental conditions in the neighborhood. 5. Town Law$267-b(3)(b)(5). The difficulty has been self-created. The applicant could create only two (larger) dwelling units and therefore not require a variance for a third having insufficient area, however the applicant testified that alternative would not be economically feasible as it may not promote an adequate return on investment. 6. Town Law 5267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy, in a Hamlet Business Zone, the benefit of one of three dwelling units within an existing dwelling to consist of 486 sq. ft., while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Dinizio, and duly carried,to GRANT,the variance as applied for, and shown on the plan of the I'and 2°d floor of the subject existing dwelling called"Alterations,Main Rd,Mattituck,NY",Sheet No.A-1,Drawn By:MH,dated January 3, 2012 CONDITIONS: 1. Only one dwelling unit consisting of less than the Code required 850 sq.ft. shall be permitted. 2. This variance is granted subject to obtaining sanitary flow credits. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Page 3 of —March 15,2012 ZHA File#6540-Goggins CTM:1000-114-11-9.1 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformilies under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Weisman(Chairperson), Goehringer,Schneider,Dinizio,Horning. This Resolution was duly adopted(5-0). Leslie Kanes Weisman,Chairperson Approved for filing 3 �a /2012 AREA YELLOW APARTMENT No.1 950 So.FT. BLUE APARTMENT No.2 950 SO.FT. GREEN APARTMENT No.3 496.3 SO.FT. MwDf EiTl i KITC14EN 2 j Zi L, QFAPP�S KITCHEN V> BEDROOMBEDROOM 0 Vxi P4 ISIANC R(A).M I z - -------- --- LLI -IT mai 0 UBATH FINAL AAP BEDROOM IREVIEI VED BY ZBA 0� SEE DE, ISJON#6540 BEDROOM KMCN BEDROOM LIVINC ROOM. DRAWN BY:MH January 03,2012 SCALE: 1/4"=V-0" 0 2ND. FLOOR PLAN SHEET NO: SCALE: 1/4"=V-0" IST. FLOOR PLAN SCALE: 1/4"=1'-0" f BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �O��O� $fll/ryOlG 53095 Main Road-P.O.Box 1179 Eric Dantes Southold,NY 11971-0959 Office Location: Gerard P.Goehringer C, ar Town Annex/First Floor,Capital One Bank George Horning � • �O� 54375 Main Road(at Youngs Avenue) Ken Schneider . OIi�CQU Southold,NY 11971 ���LiIVF� http://southoldtown.northfork.net 3 ZONING BOARD OF APPEALS 3 TOWN OF SOUTHOLD S E 2 4 2013 Tel.(631) 765-1809 -Fax(631)765-90645 Q ' U140Id Town CI FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 19,2013 ZBA FILE: 6677 NAME OF APPLICANT: William C. Goggins of 13200 Main Road,Corp. PROPERTY LOCATION: 13200 Main Road,Matti tuck,NY SCTM# 1000-114-11-9.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA, SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 13, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION- The parcel is 13,568 square feet and is in a Hamlet Business Zone. The parcel is L-shaped with 72.5 feet of road frontage along the Main Road (S.R.25), is improved with a 2 story frame structure and a frame garage, as shown on the "Survey of Property", prepared by Nathan Taft Corwin III, L.S., dated January 11, 20I2 and last revised February 28, 2013. BASIS OF APPLICATION: Request for Variance from Article X Section 280-45 Q0 and the Building Inspector's June 5, 2013 Notice of Disapproval based on an application for building permit to convert a dwelling to two apartments and office space, at: 1)the proposed apartments will comprise of more than the code permitted maximum 40%of the principal building. RELIEF REOUESTED: The applicant proposes to convert an existing 2 story structure into two 600 sf. apartments and a non-medical office. The total areas of the proposed two apartments will comprise S_8.0%Tl20if.)of tfie structure'stotal floo a area where the code permits a maximum of 40%. The request is for an additional 18.5% (380 sf.)of the structure's total floor area to be converted to apartment use.The total floor area is 2050 sf. ADDITIONAL INFORMATION: The applicant had previously proposed creating three dwelling units in the subject 2 story structure, one of which required an area variance for insufficient area and was then granted a variance under Appeal #6540. The applicant had to revise the proposed plan granted under Appeal #6540 due to Suffolk County Health Department requirements The Southold Town Planning Board, in a memorandum to the Zoning Board of Appeals, dated February 7, 2012, stated its support for the conversion of this structure into multiple dwelling units(apartments). Page 2 of 3—September 19,2013 ZBA#6677—Goggins SCTMN1000-114-11-9.1 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 5,2013,at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the requested variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. There are no proposed exterior changes that would create an undesirable change in the character of the neighborhood. The proposed accessory apartment use within the subject existing structure is a permitted use in this Hamlet Business Zone. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing structure's total floor area is insufficient to create two apartments at 600 sf. each and a non-medical office space that comply with the Code requirement that the apartments combined floor areas shall not comprise more than 40% of the principal building/structure. To add the deficient 1000+/- square footage to the structure in order to create a Code conforming maximum combined apartment floor areas of 40%, by means of new construction of an addition, would not be economically feasible in this Hamlet Business zone. 3. Town Law§267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 45%relief from the code. However, the conversion of the existing structure, in this Hamlet Business Zone, into multiple apartments furthers the goal of the Town's Comprehensive Plan by improving the availability of housing. 4. Town Law §267-b(3)(b)(4)No evidence has been submitted to suggest that a variance in this Hamlet Business district will have an adverse impact on the physical or environmental conditions in the neighborhood.The proposed conversion of the existing structure to apartments and non-medical office uses is subject to site plan approval by the Planning Board, whose function, among others, is to mitigate any adverse impact the proposed action(s) may pose to the physical or environmental conditions in the neighborhood. 5. Town Law 14267-b(3)(b)(5). The difficulty has been self-created. The applicant could create apartments with less square footage and comply with the code requirement, however the applicant testified that smaller apartments would not be as marketable and would not be economically feasible as it may not promote an adequate return on investment. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of creating two apartments whose combined floor areas are greater than the code permitted 40% of the principal building/structure, in a Hamlet Business Zone, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider , seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variance as applied for, as shown on the survey by Nathan Taft Corwin 111, L.S. dated January 11, 2012 and last revised Feb 28, 2013. . CONDITION: 1. Applicant must obtain site plan approval from the Planning Board, 2. Subject to final first and second floor plans with corrected square footage for the proposed two apartment units and the proposed non-medical office space. f. Page 3 of 3—September 19,2013 ZHA46677—Goggins SCTNI#1000-114-11-9.1 That the above condition be written into the Building Inspector's Certificate of Occupancy when issued Before applvinm for a building permit, the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final architectural drawings conforming to the alternative rellef granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Schneider, Dantes. Absent was: Member Horning. This Resolution was duly adopted(4-0). Leslie Kanes Weisman,Chairperson Approved for filing 9 /.0 /2013 _ J a I u --BLUE OFFICE 1.150SQ.FT, s - _-aid-�a.�n�ti'rtENr ray.2 boa so,`FT---, , Xt a- S E' Ep P , { "' £- KITCHEN v o'^ 3 LtVIIVC r00M ; z. QFFCCE- OFFICE t DINING ROOM .. xis .� SAI � t 6M /l. E y �¢ I'I t KrTCHEN BAMR: ; ;E AXa . }! i J ` i P 13ECtF;Ci'Ji�t( 1' ext r I QFFICE P.EUROOM a'o° r:fit;� �• 4 DRAWN BY: MH 'i COVERED PORCH a' January 17,2013 l�'' u ,- c�c�rU�ec LpVs FLOOR PLAN SHEET NO: . SALE: 1/4"= 1`-0" r=-KP �JUL 26 M3 BOARD OF APPEALS 1ST. FLOOR PLAN! ao�� -� _SCALE: 1/4" = P-V _ SVFFO4 �A % � 6S BOARD MEMBERS ®�® C'®� Town Hall Annex Leslie Kanes Weisman,Chairperson �� `�� 53095 Route 25,Main Road Patricia Acampora ® P.O.Box 1179 Eric Dantes Southold,NY 11971 Robert Lehnert,Jr. ef.� ® ®� Telephone(631)765-1809 Nicholas Planamento ®� http://southoldtownny.gov ZONING BOARD OF APPEAL TOWN OF SOUTHOLD NOV 2'3 2022 November 21, 2022 auu.Dwc uEpr. Lb Tracy K. Palumbo 30WN0FS0 LJ*O 13200 Main Road Corp. P.O. Box 132 Mattituck,NY 11952 Re: De Minimus Request, File#6677 Goggins-Palumbo, 13200 Main Road, Mattituck SCTM No. 1000-114-11-9.1 Dear Mrs. Palumbo; We are in receipt of your correspondence dated November 7, 2022 requesting a de minimus approval related to ZBA determination#6677, dated September 19, 2013, in which the prior applicant received a variance to convert a dwelling to two apartments and office space with the apartments comprising of more than the code permitted maximum 40% of the principal building. In your letter,you explain that a double solid core "lock off' door was installed on the second floor between the two apartments. Furthermore,you describe, in your email of November 15, 2022,that the door to the rear apartment was moved for flow and safety, as it is a second floor exit, and that the rear bedroom, as shown on the previously submitted floor plan,was mistakenly labeled "living room". I have reviewed your amended Floor Plans received November 7, 2022, and have determined that your proposed changes are de minimus in nature. Please be advised that all conditions of approval will still apply. J Please submit to our office two full size sets of signed and sealed Floor Plans, and contact our office if you have any further questions or concerns. Xreanes Weisman, Chairperson cc: Building Department 13200 Main load Corp. Mattituck, New York 11952 Via facsimile: 631-765-9004 . ` ------------------ VOW November 7, 2022 Southold Town Zoning Appeals Board of A eals 53095 Main Road Southold, New York 11971 Re: De minimus request for project located at 13200 Main Road, Mattituck, New York; SCTM No. 1000-114.00-11.00-009.001 Dear Members of the Board: We are the current owners of the above-referenced property and, at this time, we are seeking a "de minimus" certification from your board with respect to the two apartments located therein. More specifically, we installed on the second floor a "lock-off' door between the two apartments that consists of double-solid core doors, locked and pinned, with insulation between. The door lock off is indicated on the attached amended plans, which were approved and submitted to the building department on August 4, 2022. Very t ly yours, Tr cy K. Palu bo enclosure Fuentes, Kim From: tracy palumboesq.com <tracy@palumboesq.com> Sent: Tuesday, November 15, 2022 2:16 PM To: Fuentes, Kim Cc: anthony palumboesq.com Subject: 13200 Main Road second floor deminimus request Attachments: second floor stamped plans with moved fire door.pdf Hi Kim, Per our conversation of today, attached please see the proposed second floor plan which was stamped and filed with the building department earlier this year. We have handwritten in three things as follows:the fire/passthrough/pinned door for which we are requesting the deminimus change;the door to the rear apartment was moved for flow and safety as it is a second floor exit; and the rear bedroom was mistakenly labeled "living room". Thank you, and please let me know if there is anything else I can provide to assist in processing this request. Tracy Karsch Palumbo, Esq. The Law Firm of Palumbo &Associates, PC 13200 Main Road PO Box 132 Mattituck, NY 11952 This electronic message is intended to be for the use only of the named recipient and may contain information that is confidential and/or privileged. If you are not the recipient,you are hereby notified that any disclosure, copying, distribution or use of the contents of this message is strictly prohibited. If you have received this message in error or are not the named recipient, please notify us immediately by contacting the sender at the electronic mail address noted above and delete and destroy all copies of this message. This message may be an attorney/client communication that is confidential and/or privileged. Thank you. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 MAILING ADDRESS: It.PLANNINGBOARD MEMBERS '\\oF so�ryo So P.hold,NY 1179 11971 DONALD J.WILCENSKI ,`O l� Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III ��y w` (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR CQUNTY,� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 8, 2014 William Goggins, Esq. P.O. Box 65 Mattituck, NY 11952 Re: Approval for the Proposed Site Plan for William Goggins 13200 NYS Rt. 25, ±225' w/o Wickham Ave. & NYS Rt. 25, Mattituck SCTM#1000-114-11-9.1 Zoning District: Hamlet Business (HB) Dear Mr. Goggins: The following resolutions were adopted at a meeting of the Southold Town Planning Board on July 7, 2014: WHEREAS, this proposed Site Plan is to convert an existing 2,187 sq. ft. single family dwelling to include two on.emb-Orogm apartment units at 600 sq. ft,-each and a 785 sq.rfL._ ff of ice purs_uanUo-Z- File7. Nine parking stalls are proposed at 13200 NYS Rt. 25, Mattituck, in the HB Zoning District; and WHEREAS, on January 18, 2012, an application for Transfer of Sanitary Flow Credits was filed by 13200 Main Road Corp. to the Southold Town Board seeking transfer of 2 credits to the property known as SCTM#1000-114-11-9.1 located on NYS Route 25 in Mattituck, in the Mattituck-Cutchogue School District; and WHEREAS, on January 31, 2012, William Goggins, agent/contract vendee, submitted an application for Site Plan review for three (3) dwelling units at 850 sq. ft., 850 sq. ft. and 486 sq. ft.; and WHEREAS, at a Work Session held on February 27, 2012, the Planning Board reviewed the application and determined it incomplete, requiring further information and revisions to the Site Plan; and WHEREAS, on March 14, 2012, William Goggins submitted materials and information to the Planning Department for review; and t ' William Goggins Page Two July 8, 2014 WHEREAS, at a Work Session held on March 30, 2012, the Planning Board reviewed the application and determined it incomplete, requiring further information and revisions to the Site Plan; and WHEREAS, on April 10, 2012, William Goggins submitted materials and information to the Planning Department for review; and WHEREAS, on April 24, 2012, the applicant requested that the Town Board consider a minor amendment to the application based upon the Suffolk County Department of Health Services' (SCDHS) determination that only 0.62 sanitary flow credits could be utilized on this parcel, which would yield one affordable dwelling unit, one market value dwelling unit and an office; and WHEREAS, at a Work Session held on May 2, 2012, the Planning Board formally accepted the application for review; and WHEREAS, on May 21, 2012, the Planning Board, pursuant to Southold Town Code §280- 131 C., distributed the application to the required agencies for their comments; and WHEREAS, the Planning Board performed a coordinated review of this Unlisted Action pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act (SEQRA); and WHEREAS, on May 22, 2012, the Southold Town Architectural Review Committee reviewed the application and approved it as submitted; and WHEREAS, on May 30, 2012, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on June 4, 2012, a public hearing was held and subsequently closed; and WHEREAS, on June 19, 2012, the Suffolk County Planning Commission deemed the Site Plan Application a matter for local determination as there appears to be no significant county- wide or inter-community impact(s); and WHEREAS, on June 20, 2012, the Mattituck Fire District determined there was adequate fire protection for the site and recommended that all drives and entry ways meet Southold Town Code §280-109c specifications; and WHEREAS, on July 13, 2012, the Southold Town Engineer reviewed the above-referenced application and required additional information and revisions to the Site Plan; and WHEREAS, on July 23, 2012, the Town of Southold LWRP Coordinator reviewed the above- referenced project and determined the proposed project to be consistent with Southold Town LWRP policies; and William Goggins Page Three July 8, 2014 WHEREAS, on July 25, 2012, the Southold Town Engineer reviewed the above-referenced application and determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on August 14, 2012, the Planning Board pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on December 17, 2012, the Suffolk County Department of Health Services (SCDHS) denied the requested variance for three (3) dwelling units at 850 sq. ft., 850 sq. ft. and 486 sq. ft. because it requireda variance to the Wastewater Code that was greater than double the density for septic flow for the subject site; and WHEREAS, following the December 17, 2012 SCDHS' decision described above, the applicant informed the Planning Board that the proposal for three (3) dwelling units at 850 sq. ft., 850 sq. ft. and 486 sq. ft. would be abandoned and a revised Site Plan proposal would be forthcoming; and WHEREAS, on March 26, 2013, the Town Board of the Town of Southold amended Resolution 2012-382 to transfer 0.62 sanitary flow credits from the Town's TDR Bank to 13200 Main Road Corp. for its' proposed development of a single affordable unit in a multiple dwelling unit for the proposed development at SCTM#1000-114-11-9.1 and that the applicant shall receive a Sanitary Flow Credit Certificate, which shall not be signed by the Supervisor and released by the Town Clerk to the applicant until (i) the covenants and restrictions required by Town Code §117-9 have been filed and such filing has been approved by the Town Attorney, (ii) the applicant provides confirmation of the number of sanitary flow credits required by SCDHS, (iii) the applicant provides the Town Clerk with a SCDHS approval, and (iv) the applicant pays per credit sale price established by the Town Board to the Town Clerk; and WHEREAS, on May 2, 2013, the Suffolk County Department of Health Services (SCDHS) granted Approval Reference #C10-12-0003 for a mixed use building for double density at 373 gallons per day with 0.62 sanitary flow credits transferred from the Southold TDR Bank filed under Liber D12726 Page 373; and WHEREAS, on June 5, 2013, the applicant submitted a revised Notice of Disapproval to the Planning Board for a permit to convert a dwelling into two apartments at 600 sq. ft. each and a 785 sq. ft. non-medical office; and WHEREAS, on September 9, 2013, the Southold Town Zoning Board of Appeals (ZBA) reviewed the request for an Area Variance to convert the dwelling into two apartments and office space with the apartments comprising more than 40% of the principal building. The ZBA subsequently granted the Area Variance as applied for as recorded in their File #6677 subject to the following one (1) condition: William Goggins Page Four July 8, 2014 1. Obtain Site Plan Approval from the Planning Board; and WHEREAS, on June 2, 2014, the New York State Department of Transportation (NYSDOT) issued Highway Work Permit#20141031873 to "construct and permanently maintain a home business driveway on the s/s/o NYS Rt.25 between MMS 1534-1535 as per attached plans and specifications. All work shall be to current NYSDOT standards/specifications and shall be to the satisfaction of the resident engineer"; and WHEREAS, on July 7, 2014, the Southold Town Chief Building Inspector reviewed and certified conversion of an existing 2,187 sq. ft. single family dwelling to include two one- bedroom apartment units at 600 sq. ft. each and an 785 sq. ft. office as a permitted use in the Hamlet Business(wB)Zorf'rrtg District pursuant`to'ZBA-DecPsion'"File,#6677; and WHEREAS, on July 7, 2014, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval to the Site Plan entitled "Alterations to 13200 Main Road, Mattituck", prepared by James J. Deerkoski, P.E., dated January 30, 2012 and authorizes the Chairman to endorse the Site Plan. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen (18) months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. William Goggins Page Five July 8, 2014 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map 'OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��� Sd�(/ir� � P.O.Box 1179 54375 State Route 25 �� �� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY ¢ Telephone: 631 765-1938 @ V NvwW.southoldto-.vnny.gov ply�DU�`�ct� PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 3, 2016 Anthony H. Palumbo, Esq. P.O. Box 132 Mattituck, NY 11952 Re: Extension of Approval -Approved Site Plan for William Goggins 13200 NYS Rt. 25, ±225' w/o Wickham Ave. & NYS Rt. 25, Mattituck SCTM#1000-114-11-9.1 Zoning District: Hamlet Business (HB) Dear Mr. Palumbo: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, May 2, 2016: WHEREAS, this proposed Site Plan is to convert an existing 2,187 sq. ft. single family dwelling to include two one-bedroom apartment units at 600 sq. ft. each and a 785 sq. ft. office pursuant to ZBA Nine parking stalls are proposed at 13200 NYS Rt. 25, Mattituck, in the H9 Zoning District; and WHEREAS, on July 7, 2014, the Planning Board granted approval to the Site Plan entitled "Alterations to 13200 Main Road, Mattituck", prepared by James J. Deerkoski, P.E., dated January 30, 2012; and WHEREAS, on March 18, 2016, the Planning Board notified the applicant that Site Plan Approval had expired; and WHEREAS, on April 7, 2016, Anthony H. Palumbo, current owner, submitted a letter requesting an Extension of Site Plan Approval and provided reasoning that the Approved Site Plan was not completed due to a Variance being sought for a fire sprinkler system and the scope of the project; and WHEREAS, at a Work Session held on May 2, 2016, the Planning Board reviewed the application and determined that the expired Site Plan is in compliance with current rules and regulations; be it therefore William Goggins Page 2 May 3, 2016 RESOLVED, that the Southold Town Planning Board grants an Extension of Site Plan Approval with two (2) conditions for one (1) year from May 2, 2016 to May 2, 2017 on the Site Plan entitled "Alterations to 13200 Main Road, Mattituck", prepared by James J. Deerkoski, P.E., dated January 30, 2012. Conditions: 1. Provide the renewal from the NYSDOT for Highway Work Permit#20141031873 and submit a print of the renewed Site Plan that includes the NYSDOT stamp to this Department; 2. Provide the renewal of Reference #C10-12-0003, received by the Suffolk County Department of Health Services (SCDHS), and submit a print of the renewed Site Plan that includes the SCDHS stamp to this department. If you have any questions regarding the above, please contact this office. Very truly yours, r Donald J. Wilcenski Chairman cc: Mike Verity, Chief Building Inspector Southold Planning Department Start Report Site Plan Application Work Session— Request for Approval Extension Date: May 2, 2016 Prepared By: Brian Cummings I. Application Information Project Title: William Goggins Applicant: William Goggins (Anthony H. Palumbo, owner) Approved: July 7, 2014 Tax Map Number: 114.-11-9.1 Project Location: 13200 Main Road Hamlet: Mattituck Zoning District: Hamlet Business (HB) II. Description of Project Type of Site Plan: Mixed Use Acreage of Project Site: 0.31 (13,568sf) Building Size 2,198sf and 630sf garage This proposed site plan is to convert an existing 2,187 s.f. single family dwelling to include two one bedroom apartment units at 600s.f. each and an 785s.f. office. Nine parking stalls are proposed at 13200 NYS Rt. 25, Mattituck, in the HB Zoning District. III: Analysis The approved site plan expired on February 9, 2016; a letter from the Planning Board was sent to the applicant regarding the impending site plan approval expiration on March 18, 2016; however, Mr. Goggins responded by saying that the property had changed ownership to Anthony Palumbo who then was forwarded the expiration notification and subsequently responded on April 7, 2016: "It is respectfully requested that the approval for the above referenced project be extended for another year. I am the owner of the property and we are waiting one last approval from NY State for a [interior] fire sprinkler system variance. As such, we request more time to begin and complete the project. Thank you for your consideration and if there are any further questions or concerns, please don't hesitate to ask." A. Approved i. Two (2) 600sf one (1) bedroom apartments ii. One (1) 785sf non-medical office iii. Three (3) 8'x 6' deep drywells iv. Eleven (11) stalls required; eight (8) parking spaces approved @ 9'x 19' including one (1) ADA @ 10'x 20' (stall #4) 1 ti v. Landscaping/screening: 1. 4' high chain link fence along western property line 2. 5'-6' minimum height Leyland Cypress along approximately 75% of the chain link fence 3. 3' diameter Arborvitaes along east side of house 4. 3' diameter Leyland Cypress along property line abutting neighbor to the east vi. Lot Coverage 1. 40% maximum 2. 20.8% approved B. SEQRA— Unlisted; Negative Declaration granted August 14, 2012 Staff Analysis: 1. SCDHS approval granted May 2, 2013 (expires May 2, 2016) for a Mixed Use building @ 373gpd. Ref# C10-12-0003 a. 0.62 TDR Credits transferred from Southold TDR Bank b. Liber D12726 Page 373 c. One (1) 1200gal septic tank; Four (4) 10'x 7' deep leaching pools; Two (2) future expansion pools 2. Zoning Board of Appeals: File #6677 approved September 9, 2013 with one (1) condition a. Convert dwelling into two apartments and office space - apartments comprise more than 40% of principal building b. Condition: Obtain Site Plan Approval from the Planning Board 3. NYSDOT: Highway Work Permit#20141031873 issued June 2, 2014; expired June 1, 2015 V: Staff Recommendation Accept the request for extension of site plan approval with two (2) conditions (listed below) and set the application on the Planning Board's public meeting agenda for tonight, to extend the approval for one (1) year to May 2, 2017 to complete construction and receive a Certificate of Occupancy. 1. Provide the renewal from the NYSDOT for highway work permit #20141031873 and submit a print of the renewed Site Plan that includes the NYSDOT stamp to this Department; 2. Provide the renewal of reference #C10-12-0003 received by the Suffolk County Department of Health Services (SCDHS) and submit a print of the renewed Site Plan that includes the SCDHS stamp to this Department. 2 Southold Town Planning Board Work Session — May 2, /-016 - Page 3 r..__,�..... -- -._......._._._.-_._._..... _ .._..... .._..._.-.._..__._...._�_._._...__........-,......--._.... ------... ....,-,.,..,..,.. l Project name_ _ _I Surrey Lane, LLC SCTM#.I 1000-69-5-18.6 ( Location: _ 46975 NYS Route 25, fronts Lower Rd. & NYS Rt. 252Southold Description: This Site Plan is for the construction of a 90' x 42' (3,780 sq. ft.) agricultural equipment storage building on a SC Development Rights _-property of_43_..7 acres in the A-C Zoning District,. Status Approved Pending Final Inspection _ Action: Review for Approval Extension._�� Attachments: Staff'Re ort Project Name:_ Goggins, William_ SCTM#: 1000-114-11-9.1 Location: _13200 Route 25, ±225'west of Wickham Avenue, Mattituck Description: This Site Plan is to convert an existing 2,187 sq. ft. single family dwelling to include two one-bedroom apartment units at 600 sq. ft. each and a 785 sq. ft. office pursuant to ZBA File#6677. Eight parking stalls are __ proposed at 13200 NYS Rt. 25, Mattituck, in the HB Zoning District. Approved Pending Final Inspection ' Action: __ Review for Apprroval Extension. Attachments: Staff Report Discussion: M Review affordable housing code change— 12 units per acre for apartments Apartments as a principal use in commercial zones M Draft Planning Board Monthly Report for April 2016 A' d Cmmmings, Brian A. From: Palumbo Tony <anthony@palumboesq.com> EC c' HEO Sent: Thursday,April 07,2016 4:17 PM To: Cummings, Brian A. EE 4 7 2016 Subject: Planning Board Approval for 13200 Main Road h6ld Town Follow Up Flag: Follow up Planning Board Flag Status: Completed Dear Brian: As discussed today, it is respectfully requested that the approval for the above referenced project(S CTM #1000-114-9.1)be extended for another year. I am the owner of the property and we are awaiting one last approval from NY State for a fire sprinkler system variance. As such,we request more time to begin and complete the project. Thank you for your consideration in this regard and if there are any further questions or concerns,please don't hesitate to contact the undersigned. Anthony H. Palumbo, Esq. Law Firm of Palumbo & Associates, P.C. 13235 Main Road P.O. Box 132 Mattituck, New York 11952 Office: (631) 298-1600 Fax: (631) 298-1603 anthony@palumboesg.com -R• OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE, SUITE 2C,'YAPHANK,NY 11980 Health Department Ref.No. (631)852-5700 OR HealthWWM@suffolkcountyny.go APPLICATION TO UPDATE AN EXISTINIGE TISUCT SEWAGE DISPOSAL AN D WATER SUPPLY FACILITIES FOR R SI LE FAMILY DWELLINGS REFER.TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SCTIOkN?` FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: `e;2 - 0 Q 3 Tax Map No.: 1000 District 114 Section 11 Block 9.1 Lot 1 00 3 82 Nam .of Currenf.Applicant: ... 2 Main oa orp. Tel#: QPQ Mailing Address:P-O.. Box 65, Mattituck, New York 11952 -_Email Address ,bil,I@,gpgg nsandpalumbo.com Name of Current Agent:Anthony H. Palumbo Tel#: 631 298-1600 Mailing Address:P.O. Box 132, Mattituck, New York 11952 Email Address:anthony@palumboesq.com DATE OF ORIGINAL APPROVAL: 05/02/13 *If more than 6 years old and SCDHS site inspections have not been performed,a new application will be required g EJC.TION 2K FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent:William C. Goggins Tel#: 631) 298-4$18 I hereby transfer all rights and interest in the abovQ ref ence ermit to the new applicant named above; Signature of Previous Applicant/.Agent: Date-7-7,—/6 :':5 :7�ION-K FOR TRANSFERS WITHOUT PREVIOUS APPLICAN AGENT PERMISSION Name of Previous Applicant's Design Professional: Tel#: ( - I hereby authorize the above named current applicant to use the previous applicant's site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. 'De i`gliyProfessional's signature: Date: FOR ALL RENEWALS AND TRA VEERS I t App`I&iion is hereby made to [ 1 TRANSFER, [RENEW(check applicable)a permit to cons cy K w ter pply and sewage disposal system for t p accordance with the application,surveys and plans submitted,-Al y certify that I have examined the c Tete a lication nd the statements therein are true and correct and e o chap es revisions or P pP d .. :. modif catio and that all work shal be done in accordance with the permit and gff,,a pl-&&bl n ty, State and Federal Laws and Codes. "Any false atement m de herein i ishable as a misdemeanor grsuai3t J �tSaDf New York State Penal Law.» Signature of C nt App i Y3ale PrintName of Current Applicant/Agent 'y" ° Title Anthony A. Palumbo Agent DEPARTMENT USE ONLY Permit is Transferre Renewed Until 2 - 2-010 Sewage Discharge Approved(GPD) F7 Signature of Department Representativ - Date 101C>4d1G All f«rna nal tno., n)ii1N c . - '+ 4 t . SufF `J B LDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD C* -cTown Hall Annex - 54375 Main Road - PO Box 1179 o • c000sou ® Southold, New York 11971-0959 y p� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr _southoldtownny.gov — seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ro?o� Company Name: ,.� �� � ' Electrician's Name: License No.: ���3 r�?� Elec. email: Elec. Phone No: ( 3 53-,7,;M8 o ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Av�ZaA.I-ylF�A-,14bo Address: /36770-j �ac_lc Cross Street: Phone No.: C3 O 6- 3 g 3 Bldg.-Permit#: 7/3 email: 61,_, as A40 C-6- A Uel-1 Tax Map District: 1000 Section: Block: (/ Lot: / 7RIEF DESCRIP ON OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In final Do you need a Temp Certificate?: YES WO Issued On 6 ao Temp Information: (All information required) Service SizeEr Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect Service Reconnec�Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION kU ' " � uMY'ILDING DEPARTMENT- Electrical Inspector s1l Iw: TOWN OF SOUTHOLD o Hall Annex--54375 Main Road - PO Box 1179 ' Southold, New York 11971-0959 ,fj p Telephone (631) 765-1802 - FAX (631) 765-9502. rogerr southoldtownny.gov — seand(absoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: SSr f-�o O ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: �3p7 ,, c� �� c Cross Street: Phone No.: Bldg.Permit email: �,. E;N Lam, C-s e.� Tax Map District: 1000 Section: G'f Block: j J Lot: � 'u IEF DESCRIPT ON OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly). J ^ s Jam' / Square Footage: Circle All That Apply: Is job ready for inspection?: ' . YES F-] NO [:]Rough In incl Do you need a•Temp Certificate?: YES FZWOO Issued On 16 aU % Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size: A # Metersl Old Meter# F-1 New Service0 Fire ReconnectOFlood Reconnect Service ReconnectkUnderground DOverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Switches Outlets qa GFI's I 1 Surface 1 �•' 1 Sconces H H's UC Lts Fans Fridge r Z HW 0,4 �C J_, Exhaust [ 3 Oven l ( �(i►/" �, W/D Smokes 11 1- DW I f /� Mini Carbon Micro I Generator Combo S Cooktop Transfer AC '\ AH ( r 13 Hood Service AW ,Y AmpsUsed H v Special: J*Opo Comments " /4 D ywd 11' L& 3tAg .a Verity, Mike From: Duffy, Bill Sent: Monday, September 26, 2016 10:54 AM To: Verity, Mike Subject: palumbo building permit application Hi Mike, As we discussed,this office previously advised that the building permits should not be issued until the sanitary credit fees were paid. I have had the opportunity to review the matter and have no objection to the building permit being issued and would advise that the Certificate of Occupancy should not be issued until the above mentioned fees are paid. Any questions, please let me know. Bill William M. Duffy, Esq. Town Attorney Town of Southold Southold Town Annex 54375 Route 25 (Main Road) P.O. Box 1179 Southold, Nww York 11971-0959 Office: 631.765-1939 Fax: 631.765.6639 Email: bill.duffy@town.southold.ny.us ATTORNEY-CLIENT COMMUNICATION;ATTORNEY WORK PRODUCT; INTER/INTRA AGENCY COMMUNICATION; NOT SUBJECTTO FREEDOM OF INFORMATION LAW DISCLOSURE; DO NOT FORWARD WITHOUT PERMISSION Note: Service of legal documents is not permitted via electronic mail or fax. The information contained in this electronic message and any attachments to this message are intended for the exclusive use of the addressee(s) and may contain information that is privileged,confidential and exempt from disclosure under applicable law. Unintended transmission shall not constitute a waiver of the attorney/client privilege or any other privilege. If the reader of this message is not the intended recipient,you are hereby notified that any review, retransmission, conversion to hard copy, copying, reproduction, circulation, publication,dissemination or other use of,or taking of any action,or omission to take action, in reliance upon this communication by persons or entities other than the intended recipient is strictly prohibited. If you have received this communication in error, please (i) notify us immediately by telephone at 631.765.1939, (ii) return the original message and all copies to us at the address above via the U.S. Postal Service, and (iii) delete the message and any material attached thereto from any computer, disk drive,diskette, or other storage device or media. o � DD 13200 Main Road, Corp. OCT 2 7 817 P:O. Box 132 . Mattituck;New York 1,1.952 <� -!WG DL'S''. . _. TOWN OF SOUTHOLD Via:Electronic Mail October 25, 2017 .. Building;Departrtient of the Town of-Southold 53095 Main Road,.P.O. Brox 1:179 Southold, New York 119.71 Attn:".Chief Building Insp.ecto> 1VIichael:Verity Re: Building permit number 4:161 b` 132;00`Main Road, Corp Dear Mr. Verity: In connection with the above referenced matter,..it is,respectfully requested that the buildiiig periiit be.extended for b months as we'have been:advised., that.our fire sprinkler variand6,.wiIf,be,on the November agenda:'I.should, also note,that we have framing, plumbing {without sprinklers) and electrical approvals thus far and.expect to have the_project completedVith n the next six months. Thank you for your,consideration in this regard: ery truly yours, `Anthony H. Palumbo, President AHP/dl -:*- Southold Town Building Department �o�SUFFOL P.O.Box 1179 Permit#: 41616 53095 Main Rd oCO _ Southold,New York 11971 Permit Date: 5/9/2017 (631)765-1802 Expiration Date: 11/8/2018 Parcel ID: 114.-11-9.1 BUILDING PERMIT RENEWAL LETTER Dated: 4/7/2022 Applicant: 13200 Main Road Corp Location: 13200 Route 25,Mattituck Work Description: ADDITION/ALTERATION Construct additions and alterations to an existing single-family dwelling to be converted into a commercial building with office space and apartments as applied for per Planning,ZBA& SCHD approvals. *Additional renewals and amendments may be required. �-> PIcmn Io�q ('X+(f)6f0fl A FEE OF $555.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: 13200 Main Road Corp Address: 13235 Main Rd PO BOX 65 Mattituck,NY 11952 The permit listed above has expired.No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. y COMcheck Software Version 4.0.5.5 Envelope Compliance Certificate Project Information D �(g[EG'vf� Energy Code: 2015 IECC Project Title: Location: Mattituck, New York APR 2 4 2017 Climate Zone: 4a Project Type: New Construction BiTILDING DEPT. Vertical Glazing/Wall Area: g% TOWN OF SOUTHOLD Construction Site: Owner/Agent: Designer/Contractor: Building Area Floor Area 1-Office(Office) : Nonresidential 825 2-Multi-Family(Multifamily) : Residential 1210 Additional Efficiency Package Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter Floor 1:Wood-Framed,[Bldg.Use 1 -Office] 825 30.0 0.0 0.033 0.033 Floor 2:Wood-Framed,[Bldg.Use 2-Multi-Family] 290 30.0 0.0 0.033 0.033 Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Office] 196 38.0 0.0 0.027 0.027 Roof 2:Attic Roof with Wood Joists,[Bldg.Use 2-Multi-Family] 920 38.0 0.0 0.027 0.027 NORTH Exterior Wall 1:Wood-Framed, 16"o.c.,[Bldg.Use 2-Multi-Family] 164 19.0 1.0 0.062 0.064 Door 1:Wood,Swinging,[Bldg.Use 2-Multi-Family] 20 --- --- 0.270 0.610 Exterior Wall 6:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Office] 104 19.0 1.0 0.062 0.064 Window 10:Wood Frame:Operable,Perf.Specs.:Product ID TW2032, 6 --- --- 0.270 0.450 SHGC 0.30,[Bldg.Use 1 -Office](b) Window 11:Wood Frame:Operable,Pert.Specs.:Product ID TW2032, 6 --- --- 0.270 0.450 SHGC 0.30,[Bldg.Use 1 -Office](b) Exterior Wall 8:Wood-Framed, 16"o.c.,[Bldg. Use 2-Multi-Family] 214 19.0 1.0 0.062 0.064 EAST Exterior Wall 2:Wood-Framed, 16"o.c.,[Bldg.Use 2-Multi-Family] 144 19.0 1.0 0.062 0.064 Window 1:Wood Frame:Operable,Perf.Specs.:Product ID TW2832, 9 --- --- 0.270 0.450 SHGC 0.30,[Bldg.Use 2-Multi-Family](b) Window 2:Wood Frame:Operable,Perf.Specs.:Product ID AW351, 5 --- --- 0.350 0.450 SHGC 0.30,[Bldg.Use 2-Multi-Family](b) Exterior Wall 3:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Office] 158 19.0 1.0 0.062 0.064 Window 3:Wood Frame:Operable,Perf.Specs.:Product ID TW3046-2, 28 --- --- 0.270 0.450 SHGC 0.30,[Bldg.Use 1 -Office](b) Exterior Wall 7:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Office] 53 19.0 1.0 0.062 0.064 Exterior Wall 9:Wood-Framed, 16"o.c.,[Bldg.Use 2-Multi-Family] 288 19.0 1.0 0.062 0.064 Project Title: Report date: 04/19/17 Data filename: E:\Paul\OneDrive\Read Your Mind Designs\17-01 (Palumbo Bldg)\COMcheck.cck Page 1 of 9 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter SOUTH Exterior Wall 4:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Office] 268 19.0 1.0 0.062 0.064 Window 4:Wood Frame:Operable,Perf.Specs.:Product ID TW2832, 9 --- --- 0.270 0.450 SHGC 0.30,[Bldg.Use 1 -Office](b) Window 5:Wood Frame:Operable, Perf.Specs.:Product ID TW3046, 14 --- --- 0.270 0.450 SHGC 0.30,[Bldg.Use 1 -Office](b) Door 2:Wood,Swinging,[Bldg. Use 1 -Office] 20 --- --- 0.270 0.610 Exterior Wall 10:Wood-Framed, 16"o.c.,[Bldg. Use 2-Multi-Family] 235 19.0 1.0 0.062 0.064 WEST Exterior Wall 5:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Office] 354 19.0 1.0 0.062 0.064 Window 6:Wood Frame:Operable,Perf.Specs.:Product ID TW3046, 14 --- --- 0.270 0.450 SHGC 0.30,[Bldg. Use 1 -Office](b) Window 7:Wood Frame:Operable,Perf.Specs.:Product ID TW3046, 14 --- --- 0.270 0.450 SHGC 0.30,[Bldg.Use 1 -Office](b) Window 8:Wood Frame:Operable,Perf.Specs.: Product ID TW3046, 14 --- --- 0.270 0.450 SHGC 0.30,[Bldg.Use 1 -Office](b) Window 9:Wood Frame:Operable,Perf.Specs.:Product ID TW2846-2, 24 --- --- 0.270 0.450 SHGC 0.30,[Bldg.Use 1 -Office](b) Exterior Wall 11:Wood-Framed, 16"o.c.,[Bldg.Use 2-Multi-Family] 268 19.0 1.0 0.062 0.064 (a) Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. Envelope PASSES: Design 90/6 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 COMcheck Version 4.0.5.5 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. —Tkpw►oJ 1.p 6V Nl) `Z' Name-Title Signature Da OF NES YO �y�Fo �o• 0603 $ S1 Project Project Title: Report date: 04/19/17 Data filename: E:\Paul\OneDrive\Read Your Mind Designs\17-01 (Palumbo Bldg)\COMcheck.cck Page 2 of 9 COMcheck Software Version 4:0.5.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 88.0% 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 Review Complies? Comments/Assumptions & Req.ID C103.2 !Plans and/or specifications provide all ;❑Complies !Requirement will be met. [PR1]1 :information with which compliance ❑Does Not can be determined for the building ❑Not Observable;Location on plans/spec: PLAN SHEETS 4 THROUGH 8 ;envelope and document where exceptions to the standard are ;❑Not Applicable ; :claimed. C402.4.1 ;The vertical fenestration area <= 30 ;❑Complies Requirement will be met. [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 :Requirement will be met. [PR11]1 (gross roof area. ;❑Does Not ❑Not Observable ;❑Not Applicable C402.4.2 ;In enclosed spaces> 2,500 ft2 ;❑Complies :Exception: Requirement does not apply. [PR14]1 directly under a roof with ceiling ❑Does Not heights>15 ft. and used as an office, ;lobby, atrium, concourse,corridor, It❑Not Observable: :storage, gymnasium/exercise center, I❑Not Applicable ;convention center, automotive ;service, manufacturing, non- refrigerated warehouse, retail store, ;distribution/sorting area, ;transportation, or workshop,the ;following requirements apply: (a)the ;daylight zone under skylights is>= half the floor area; (b)the skylight area to daylight zone is >= 3 percent with a skylight VT>= 0.40; or a ;minimum skylight effective aperture >= 1 percent. C405.6 ;Group R-2 dwelling.units have :❑Complies ;Requirement will be met. [PR16]1 :separate electrical meters. ;❑Does Not ; ❑Not Observable ❑Not Applicable C406 Plans, specifications, and/or :❑Complies :Requirement will be met. [PR9]1 :calculations provide all information :❑Does Not ;with which compliance can be determined for the additional energy ❑Not Observable :efficiency package options. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 04/19/17 Data filename: E:\Paul\OneDrive\Read Your Mind Designs\17-01 (Palumbo Bldg)\COMcheck.cck Page 3 of 9 Section # . Footing/Foundation Inspection Complies? Comments/Assumptions & Req.ID C303.2.1 :Exterior insulation protected against ❑Complies :Requirement will be met. [FO6]1 damage, sunlight, moisture, wind, :❑Does Not landscaping and equipment maintenance activities. UNot Observable ❑Not Applicable C402.2.6 Radiant heating systems panels ❑Complies ;Exception: Requirement does not apply. [FO12]3 insulated to >=R-3.5 on face opposite ;❑Does Not i !space being heated. See the Envelope Assemblies table for values. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact (Tier 2) 13 Low Impact(Tier 3) Project Title: Report date: 04/19/17 Data filename: E:\Paul\OneDrive\Read Your Mind Designs\17-01 (Palumbo Bldg)\COMcheck.cck Page 4 of 9 Section # , Framing-/Rough-In Inspection Complies? Comments/Assumptions & Req.ID C303.1.3 ;Fenestration products rated in ;❑Complies ;Requirement will be met. [FR12]2 i accordance with NFRC. ❑Does Not i ;❑Not Observable ❑Not Applicable C303.1.3 ;Fenestration products are certified as ;❑Complies ;Requirement will be met. [FR13]1 oto performance labels or certificates ]E-]Does Not provided. ;❑Not Observable ❑Not Applicable C402.4.3 ;Vertical fenestration SHGC value. ;❑Complies ;See the Envelope Assemblies table for values. [FR10]1 ❑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 1❑Not Observable; ❑Not Applicable C402.4.4 'U-factor of opaque doors associatedI❑Complies ;See the Envelope Assemblies table for values. [FR14]2 with the building thermal envelope j❑Does Not meets requirements. ❑Not Observable ❑Not Applicable C402.5.7 l Vestibules are installed on all building ;❑Complies ;Exception: Doors that open directly from a space=3000 ft2. [FR17]3 Ientrances. Doors have self-closing ❑Does Not devices. UNot Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 04/19/17 Data filename: E:\Paul\OneDrive\Read Your Mind Designs\17-01 (Palumbo Bldg)\COMcheck.cck Page 5 of 9 Section # . Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C402.5.5, !Stair and elevator shaft vents have ;❑Complies Exception: Requirement does not apply. C403.2.4. I motorized dampers that automatically ❑Does Not [ME3]3 close. ;❑Not Observable ❑Not Applicable C402.5.5, ;Outdoor air and exhaust systems have;❑Complies ,Exception: Requirement does not apply. C403.2.4. I motorized dampers that automatically ❑Does Not 3 !shut when not in use and meet [ME58]3 maximum leakage rates. Check ❑Not Observable gravity dampers where allowed. I❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 04/19/17 Data filename: E:\Paul\OneDrive\Read Your Mind Designs\17-01 (Palumbo Bldg)\COMcheck.cck Page 6 of 9 Section # . Insulation Inspection Complies? Comments/Assumptions & Req.ID C303.1 :Roof insulation installed per ❑Complies :Requirement will be met. [IN3]1 (manufacturer's instructions. Blown or :❑Does Not :only loose-fill insulation is installed ❑Not Observable; only where the roof slope is <=3 in ;❑Not Applicable I12. PP C303.1 Building envelope insulation is labeled ❑Complies ;Requirement will be met. [IN10]2 !with R-value or insulation certificate T❑Does Not providing R-value and other relevant data. UNot Observable ❑Not Applicable ; C303.2 ;Above-grade wall insulation installed ;❑Complies ;Requirement will be met. [IN7]1 :per manufacturer's instructions. ;❑Does Not I ❑Not Observable: ❑Not Applicable C303.2, {Floor insulation installed per ;❑Complies ;Requirement will be met. C402.2.4 manufacturer's instructions. Cavity or E❑Does Not [IN9]2 {structural slab insulation installed in ; ;permanent contact with underside of ;❑Not Observable decking or structural slabs. ;❑Not Applicable C303.2.1 I Exterior insulation is protected from ;❑Complies !Exception: Requirement does not apply. [IN14]2 damage with a protective material. E❑Does Not (verification for exposed foundation insulation may need to occur during ❑Not Observable jFoundation Inspection. ❑Not Applicable C402.2.1 !Insulation intended to meet the roof ❑Complies !Requirement will be met. [IN17]3 !insulation requirements cannot be I❑Does Not installed on top of a suspended ceiling. Mark this requirement I❑Not Observable compliant if insulation is installed ;❑Not Applicable accordingly. j C402.2.3 ;Above-grade wall insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. [IN6]1 ;❑Does Not ❑Not Observable ❑Not Applicable C402.2.5 !Floor insulation R-value. ❑Complies ;See the Envelope Assemblies table for values. [IN8]2 j❑Does Not ;❑Not Observable ❑Not Applicable C402.2.6 ;Radiant panels and associated ;❑Complies ;Requirement will be met. [IN18]3 components,designed for heat ;❑Does Not ;transfer from the panel surfaces to the; ;occupants or indoor space are ❑Not Observable !insulated with a minimum of R-3.5. ;❑Not Applicable C402.4.2. ;Roof R-value. For some ceiling ;❑Complies ;See the Envelope Assemblies table for values. 2 systems,verification may need to :❑Does Not [IN2]1 ;occur during Framing Inspection. ❑Not Observable; ❑Not Applicable C402.5.1. ;All sources of air leakage in the :❑Complies Requirement will be met. 1 building thermal envelope are sealed, :❑Does Not [IN1]1 ;caulked, gasketed, weather stripped ;❑Not Observable ,or wrapped with moisture vapor- permeable wrapping material to ❑Not Applicable ;minimize air leakage. Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: Report date: 04/19/17 Data filename: E:\Paul\OneDrive\Read Your Mind Designs\17-01 (Palumbo Bldg)\COMcheck.cck Page 7 of 9 • Section # . Final Inspection Complies? Comments/Assumptions & Req.ID C402.5 ;Building envelope contains a ❑Complies :Requirement will be met. [FI55]1 !continuous air barrier that has been :❑Does Not :tested and deemed to limit air leakage;❑Not Observable <= 0.40 cfm/ft2. �❑Not Applicable C402.5.6 ;Weatherseals installed on all loading ;❑Complies ;Exception: Requirement does not apply. [FI37]1 :dock cargo doors. ❑Does Not ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 04/19/17 Data filename: E:\Paul\OneDrive\Read Your Mind Designs\17-01 (Palumbo Bldg)\COMcheck.cck Page 8 of 9 Project Title: Report date: 04/19/17 Data filename: E:\Paul\OneDrive\Read Your Mind Designs\17-01 (Palumbo Bldg)\COMcheck.cck Page 9 of 9 oL� C �Q i] NOV - 2 2017 NOTICE OF HEARING TOW14 oF souTHOLD NYS UNIFORM FIRE PREVENTION AND BUILDING CODE BOARDS OF REVIEW ---------------------------------------------------------- In the matter of the petition of: Petition No. 2016-0146 Anthony Palumbo PO Box 132 Mattituck, NY 11952 for relief related to the New York State Uniform Fire Prevention and Building Code ------------------------------------------------- ------- Sir or Madam: Pursuant to 19 NYCRR Part 1205, a hearing on the petition identified above has been scheduled before the Southern Region-Long Island Board of Review at 9:00 a.m. on Thursday, November 9, 2017 at the Perry B. Duryea III State.Office Building, 250 Veterans Memorial Highway, 4th Floor Conference Room 4A9A, Hauppauge, New York. Please be advised that all morning hearings are scheduled for 9:00 a.m. The hearings will begin at the call of the Chairman. You may appear in person or be represented by counsel and may have the privilege of presenting such witnesses as.you desire. If you fail to appear, the hearing will be conducted in your absence. Your participation in this hearing can contribute to a better understanding of the issues before the Board. If you are represented by counsel, Section 166 of the Executive Law requires your attorney to file a Notice of Appearance with this office and state; therein whether or not he is being compensated for such advocacy. You may review the petition at the Department of State office in Albany, New York, or additional office(s) by arrangement. Direct inquiries to Rick Smith (631) 952-4912; or write, 99 Washington Ave. One Commerce Plaza, Albany, NY 12231. Attached to this notice is a brief description of the building and the relief sought. DATED: 10/30/17 SG 2016-0146 Matter of Anthony Palumbo, P O Box 132, Mattituck, NY 11952, for a variance concerning requirements for a required automatic fire sprinkler system. Involved is an addition and alterations to an existing mixed R-3/13 (Residential/Business) occupancy, two stories in height, approximately 1,942 square feet in area and of type VB construction, located at, 13200.Main Road, Mattituck, Town of Southold, New York 11952. i NEW YORK STATE DEPARTMENT OF STATE • DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION APPLICATION FOR VARIANCE OR APPEAL IDC A UNIFORM FIRE PREVENTION AND BUILDING CODE This is an application for a variance or appeal of a local determination regarding applicable provisions of the New York State Uniform Fire Prevention and Building Code. To be deemed oeiolizol I complete,the application must be signed by the petitioner or authorized agent, must contain all necessary documentation, be accompanied by the appropriate fee and been reviewed and accepted by a Regional Office. The completed application including at least one(1)copy of all required documents must be PETITION NO: submitted to the appropriate Regional Office. For Board of Review petitions, seven (7) o additional copies of all documents shall be.delivered to our Central Office in Albany at the address below,after Regional Office review. A hearing will be scheduled when all required ROUTINE VARIANCE ❑ documents are received. BOARD VARIANCE Department of State rBOARD APPEAL u Division of Code Enforcement and Adm h)s r�U0 One Commerce Plaza (�t 1� 99 Washington Avenue (FOR OFFICE USE ONLY) Albany, 0001 A � (518))474-4073 3 Mailing an application directly to our Central Offic Othout first involvinga Regional Office will result in a delay. -Y IONAL OFFICE PHONES: Certain variance requests may be treated as routine cases as BUFFALO(north) (716)847-7611 determined by the Department in cooperation with the local code BUFFALO(south) (716)847-7612 enforcement office. Provide two (2) copies of all required CAPITAL (518)477-7497 documents to the appropriate Regional Office. FINGER LAKES (315)5874563 PART 1 -GENERAL INFORMATION KINGSTON (845)334-9768 PETITIONER LONG ISLAND (631)9524909 NORTHERN NY (518)441-1895 (Check one) ❑Owner ❑Agent Architect or Engineer ❑Attorney PEEKSKILL (914)734-1347 Name: Charles W.Southard Jr ROCHESTER (585)533-1058 Title/Company: CWS Architect /Owner SOUTHERN TIER (585)437-5534 SYRACUSE (315)4284434 Mailing Address: 435 Bay Home Road,Southold, New York 11971 UTICA (315)793-2526 Telephone: ( 631 ) 471-5228 Fax:S ) - e-mail: cwsarchitect@optonline.net PROPERTY ❑City VTown 'Village of Southold/Mattituck County of Suffolk Address 13200 Main Road, Mattituck. New York 11952 Tax Map No.: Owner If other than petitioner Code Enforcement Official Name Anthony Palumbo Name Michael Verity Street Address P.O. Box 132 Street Address 54375 Route 25 Post Office Mattituck, New York Zip 11952 Post Office Southold New York Zip 11971 Telephone:.( 631 ) 806 - 3833 Telephone: ( 631 ) 765 - 1800 Fax: ( 631 ) 298 - 1603 Fax: ( 631 ) 765 - 9502 e-mail: anthony(dpalumboesg.com e-mail: Addresses for Department of State Regional Offices and tentative hearing dates can be found on our web site at www.dos.state.ny.us or by calling (518)474-4073 during normal business hours. DOS-31I(Rm 12/10) Page 1 of 5 s PART 2-MINIMUM BUILDING INFORMATION Height in Stories 2 Gross Area (all floors) 1942 sq.ft Sq. Ft. Construction type 5B Occupancy: ❑ One-family Dwelling EYTwo-family Dwelling ❑Townhouse ❑Accessory structure Other With Business Office PART 3-APPLICABLE BUILDING CODE AND RELIEF REQUESTED(Check all that apply) ❑Title 9-Uniform Fire Prevention and Building Code-Applicable 1/1/1984 to 12/31/2002 VTitle 19-Uniform Fire Prevention and Building Code-Applicable 1/1/2003 to present ❑ Part 1220 Residential Part 1221 Building ❑ Part 1222 Plumbing ❑ Part 1223 Mechanical ❑ Part 1224 Fuel Gas &(Part 1225 Fire ❑ Part 1226 Property Maintenance 'Z Part 1227 Existing Building VMultiple Residence Law(MRL) On the chart below,list the specific code sections which are the subject of your variance request. (Use separate sheet if necessary). 4/Variance ❑Appeal ❑Appeal/variance CODE TOPIC RELIEF SOUGHT SECTION(S) AF#2!ZX Fire Sprinkler System p n go3•Z.'� between each occur3 ncy__ t � '. tit> isr— 7k-t01 sCFrt I -A t_%Eu of V6 Qu C> 13 SA PART 4-FILING NON-REFUNDABLE FILING FEES(Please review fee schedule with Regional Office) Routine(administrative)variance review process. . . .. . . . .. . .. . . . . .. . ... .. . .... .... . .$ 50 Board of Review Petitions Construction,alteration, or renovation of residential.or agricultural occupancies no more than one structure; no more than 2 dwelling units... ... . .. ... ... .. . .$ 50 Construction,alteration or renovation of other buildings or'structures having a gross area Qfa • not more than 8,000 square feet.. . . .. .... .. ... . . . . .. .. ... .. . ..... . ... .$ 0 • more than 8,000 square feet but not more than 25,000 square feet. . . .. . . . .. ..$ 300 • more than 25,000 square feet but not more than 50,000 square feet. . .. ... ... .$ 500 • more than 50,000 square feet. .. . . .. ..... . .... . .. ... . ... . . .... ... .. . .$ 1,000 Maintenance or use of buildings or materials and not otherwise provided for above. $ 100 Checks must be made payable to New York State Department of State. Enter amount of check: $ t°o - b0 I make this application pursuant to 19NYCRR Part 1205 and I assert under penalty of perjury that the information furnished by me in support of this application is true and correct to the best of my knowledge. Previous Action Has any previous action related to the subject property been taken by the Department of State or another administrative agency or a court?(Include any formal interpretations,decisions,orders or informal advisories issued by the Department of State,the Division of Housing and Community Renewal or the Department of Labor.) W� No ❑ Yes(Describe below and provide relevant documents.) I request that a hearing before the Board of Review be scheduled on this application for variance or appeal. SIGNATURE DATE: For routine variances,STOP HERE,do not proceed to page 3 For Board of Review variances,or appeals proceed to Part 5 on page 3 DOS-31 I(Rev.12110) Page 2 of 5 PART 5-ADDITIONAL CONTACT INFORMATION For Board of Review Variances provide the following names and addresses, if applicable.. Architect or Engineer(if any):. Fire Marshal or Inspector Name Charlet W.Southard Jr Name Michael Verity Street Address 435 Bay Home Road Street Address 54375 Route 25 Post Office Southold, NY Zip 11971 Post Office Southold NY Zip 11971 Telephone: 631 ) 471 - 5228 Telephone: ( 631 ) 765 - 1802 Fax: ( ) - Fax: ( 631 ) 765 - 9502 e-mail: cwsarchitect(a)optonline.net e-mail: Fire Department Contact Person Other interested person or organization Name Name Street Address Street Address Post Office Zip Post Office Zip Telephone:( ) - Telephone:( ) - Fax: ( ) - Fax: ( ) - e-mail: e-mail: (Attach additional pages,if necessary) PART 6-BUILDING STATUS AND PROJECT INFORMATION A. OCCUPANCY CLASSIFICATION(check all that apply for mixed use buildings) 1: Residential Code of New York State[effective 1/112003] (See Section 101.2) ❑ One-family Dwelling ❑ Two-family Dwelling ❑ Townhouse 2. Building, Fire, Plumbing,Mechanical,Fuel Gas or Property Maintenance Code of New York State [effective 1/1/2003](See Section 303 of the'Building Code of New York State) Assembly ❑A-1 ❑A-2 ❑A-3 ❑A-4 ❑A-5 Business A Educational ❑ E Factory ❑ F-1 Moderate Hazard ❑ F-2 Low Hazard Hazardous ❑ H-1 ❑ H-2 ❑ H-3 ❑ H-4 ❑ H-5 Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 111-4 Mercantile ❑ M Residential ❑ R-1 ❑ R-2 VR-3 ❑ R-4 ❑ One-or Two-Family Dwelling ❑Townhouse Storage ❑S-1 Moderate Hazard ❑ S-2 Low Hazard Utility ❑ U Uniform Fire Prevention and Building Code-Title 913[effective 1/1/1984 -12/31/2002] Residential ❑ Al One-family Dwelling ❑A2 Two-family Dwelling ❑ Multiple Dwelling ❑ B1 ❑ B2 ❑ B3 ❑ B4 Commercial ❑ C1 Business ❑ C2Mercantile ❑ C3 Industrial ❑ C3.1 Low hazard ❑ C3.2 Moderate Hazard ❑ C3.3 High Hazard ❑ C3 Storage ❑ C4.1 Low Hazard ❑ C4.2 Moderate Hazard Cl C4.3 High Hazard ❑ C5 Assembly ❑ C5.1 ❑ C5.2 ❑ C5.3 ❑ C5.4(religious) ❑ C5.5 Educational ❑ C6 Miscellaneous(Describe) 3. Multiple Residence Law No. of Stories_Z No. of Dwelling units_9 Approximate Age r5—Yrs. Dos-311(Rev.12/10) Page 3 of 5 4 B. BUILDING DESCRIPTION AND PROJECT INFORMATION Construction type: If more than one is applicable,specify where each occurs in the building. Consult the building code or your building official for assistance. ❑Residential Code of New York State - ❑ Wood Frame ❑Other N(Building Code of New York State[section 602] ❑Uniform Fire Prevention and Building Code[section 704] Statistics: Number of stories above a basement: 2 (Do not count unfinished attic) Total floor area of largest story(square feet) 1103 Gross floor area of entire building (square feet) 1942 Date of last Certificate of Occupancy(if available) Project type/status Permit/Compliance Status ❑ New building ❑ Building Permit Application _/ / (Date) V Addition to existing building ❑ Building Permit _/_/ (Date) ❑ Repair ❑ Certificate of Occupancy / / (Date) ❑ Alteration level 1 ❑ Orders or Denials ❑ Alteration level 2 ❑ Inspection Report Alteration level 3 Note:Attach all pertinent documents Change of Occupancy ❑ Other V In planning ❑ No official allegation of non-compliance ❑ Work in progress started ❑ Work completed PART 7-SUBJECT OF THE PETITION(appeal and/or variance,both may be requested) WAPPEAL(Check if appealing a code official's determination) An appeal is a request for a Board of Review to review any order or determination, or the failure within a reasonable time to make any such order or determination by a,Code Enforcement Official. Describe the order or determination and explain specifically why you believe the order or determination,or failure to act is incorrect,improper or otherwise unwarranted.This should include specific explanations relative to code sections cited. 13 R Fire Sprinkler&1 hour fire barrier between each use for a change of Specific code and section(s)In question Occupancy without a change of Occupancy Classification. A. An order or determination, or the failure to make said order or determination in a timely fashion,or the failure to issue a permit or other document in a timely fashion is appealed. A copy of the order or determination is attached as Exhibit None Briefly describe the order or determination(additional sheets may be used to do so) Install a limited area fire sprinkler system in each area with a one hour separation between each of the 3 occupancies There is only a 1"water supply to the structure and bringing additional water supply to the building would be a hardship The existing service will permit sufficient supply for each occupancyand the basement area. B. Attached as Exhibit—_I--are the reasons why the order or determination should be reversed or modified or why other relief should be fashioned so as to do justice among the parties. Dos-31I(Rev.12n0) Page 4of 5 CYVARIANCE(Check if requesting a variance) REQUIRED ARGUMENTS FOR A VARIANCE The Board of Review may only grant a variance or modification on the basis of one or more of the following six reasons. To be eligible for a variance, you must document that at least one applies to the requested variance or modification. Strict compliance with the sections described above would entail practical difficulties, unnecessary hardship,or would otherwise be unwarranted because such (check the statements that apply and provide appropriate documentation): ' ZZZ 1.would create an excessive and unreasonable economic burden. Reasons are attached in Exhibit ❑ 2.would not achieve its intended objective. Reasons are attached in Exhibit ❑ 3.would inhibit achievement of some other important public policy. Reasons are attached in Exhibit_ f/ 4.would be physically or legally impracticable. Reasons are attached in Exhibit_ 5.would be unnecessary in light of alternatives which,without a loss in the level of safety, achieve the intended objective of the code. List alternatives and describe in Exhibit ❑ 6.would entail a change so slight as to produce a negligible additional benefit consonant with the purpose of the code. Reasons are attached in Exhibit PART 8—DOCUMENTS(For Board cases, provide at least 8 copies) Required Documents(Supplemental to the petition form) Summary: Describe the project,the present conditions,the proposed work,the details of the appeal and/or variance requests, and support of the grounds for relief you checked above. Site Plan: Indicate size and location of all structures on the premises, if applicable. Buildinsa Plans: Drawings in sufficient quantity and quality to clearly describe the requested variance or modification. Such drawings may include dimensioned floor plans, elevations,sections and construction details. Any drawings submitted should be identical to those submitted to the code enforcement official or be noted otherwise. Supplementary Documents Submit such materials as photographs,charts,reports, detailed descriptions or any other information that can be used to more fully describe the nature of the request. List any such supplementary materials by Exhibit number. EXHIBIT NUMBER DESCRIPTION 2 Fire Sprinkler and Floor Plans 3 Fire sprinkler system calculations 4 Site Plan A hearing will not be scheduled until all required materials are received by the Division of Code Enforcement and Administration and the appropriate Regional Office has confirmed that the application is complete. All materials must be received at least three(3)weeks prior to a hearing date. oos-71 I(Rev.izno) Page 5 of 5 STATE OF NEW YORK E A PR �iIU DEPARTMENT OF STAT2 i '_/'Q16 ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGT-fC(N AVENUE GOVERNOR ALBANY,NY 12231-0001 By CESAR A. PERALES WWW.DOS.NY.GOV SECRETARY OF STATE Authority Having Jurisdiction Variance Questionnaire, . Project Location (completed by petitionerj- 7.0 0 Variance Information Verification (completed by AHA Height in Stories: Gross Area (all floors): Sq. Ft.: Construction Type: V16 Occupancy: o One-F mily Dwelling o Two-Family Dwelling o Townhouse o Accessory Structure co�t h er For Existing Buildings, approximate date of original construction: Does this building have a building permit issued related to the contents of the petition? Does this building have a Certificate of Occupancy issued for the intended use? Comments(completed by AHJ): Do you believe a public hearing on this petition is essential? Do you support the petitioner's request for a variance? If you do not support it, provide a reason: What actions have you taken relevant to this project? Additional comments: Provide our name,-title,and contac;-information (completed by,AHJ): Name: Title: Signature: Jurisdiction: Address: . JF""7 1_'0' 60)6 1171 INA " / 11 Phone E-Mail: Variance Procedures 10/15/2015 Page I of 1 NEY sT, OF ORK OP! Department OPPORTUNITY of State Fire Protection Specification nN P 9 A General: D. BuildingDepartment Filing, Permits, And Certificates 6. Sprinkler design layout & hydraulic calculations based off using Victoulic Quick 1 CODE COMPLIANCE NOTES 1. The Sprinkler Contractor shall be a licensed, authorized installer of sprinkler systems 1. The Sprinkler Contractor shall file all required drawings and specifications with the Town Response Residential Pendant Head Model: V2740, K-Factor 4.9, with min supplied SP-1 J o and shall have had a minimum of five years experience in the installation of of Southold office of Fire Prevention and shall obtain all inspection approvals and flow of 13gpm/head @ 7 psi to ensure minimum coverage area of 256 ft LU sprinkler systems. certificate of compliance with the Town Of Southold office of Fire Prevention. 16'x16' Contractor must submit to Engineer specifications & hydraulic calculations Q o N N w P � 9 P Y LO o USE 8� OCCUPANCIES 304 & 310 R-3 & B �- o LOU z Q for approval prior to substituting for any other head. _ ; - ` U 2. The drawings show the general arrangement of all piping and equipment and indicate E. Pipes And Pipe Fittings HEIGHT 8� AREA R-3: 3 STORIES, UNLIMITED AREA --I o Q Z o a N required size and points of termination of the piping and suggest proper routes of G. Cutting And Patching B: 2 STORIES, 9,000 FT2 o i in however, it is not the intention of the drawings to show all necessary 1 . CPVC: 1 . Do all cutting necessary for the installation of sprinkler work. Accurately layout work o Z � o 0 piping. offsets, obstructions or structural commons. It shall be the responsibility of this a. Product Description: for which cutting is required, so as to avoid unnecessary large openings. cutting of MIXED USE BUILDINGS 508.3.3 R-3 & B: I HOUR WITH FIRE SPRINKLER o z CPVC fire sprinkler pipe and fittings shall be extruded/molded from BlazeMaster Lu ~ o Q contractor to install his work in such a manner that it will conform to the beams, joists, floors or walls of the building will not be permitted accept after REQUIRED SEPARATION 508.3.3.4.1 FIRE BARRIER 706, HORIZONTAL ASSEMBLY 711 v W ~ `� CPVC compounds manufactured by Lubrizol Advanced Materials (or approved structure. Avoid obstructions, preserve headroom and keep openings and receiving approval of the Owners Representative. LL equal). The pipe compound shall meet cell class 23547 and the fittings L1 clear without further construction of cost. EXTERIOR WALL FIRE RATING 602 > 30' = 0 HOUR 0 U a passageways compound shall meet cell class 24447 as defined by ASTM D1784. Both pipe 2. Rough patching will be done b this contractor in a manner to accommodate finished and fittings compounds shall be certified by NSF International for use with 9 P 9 Y w 3. Upon review of sprinkler drawings prior to submitting the proposal, the Sprinkler potable water and shall be pressure rated by Plastics Pipe Institute (PPI). patching work. FIRE BARRIER 706.3.9 R-3: REQUIRED; B: NOT REQUIRED o Z w w W w Contractor shall inform the Engineer of any discrepancies or request clarification in U N U N 1.1 Pie and Fittings AUTOMATIC FIRE SPRINKLER 903 NEPA TYPE 13D WITH QUICK RESPONSE HEADS writing, if necessary, concerning the intent of the plans and specifications to p g 3. The Contractor shall firestop all penetrations of fire protection piping thru Fire/Smoke provide a complete sprinkler installation. Later claims will not be recognized for a. Pipe shall meet or exceed the requirements of ASTM F442 material designation barriers above the hung ceiling. Refer to architectural drawings for locations. extra labor, equipment or materials should such procedure not be followed. CPVC 4120-06 in standard dimension ratio (SDR) 13.5. Additionally, the pipe Fire/Smoke stopping shall be 3M Fire Barrier CP 25 N/S Caulk. PROVIDE INTERCONNECTED HEAT DETECTOR SYSTEM WITHIN ATTIC AREA must be marked with the following pressure ratings: "320 PSI @ 73' F", "175 4. The scheduling of the sprinkler work shall be coordinated with the G.C. and with any PSI @ 150° F" and "100 PSI @ 180' F". H. Inserts, Hangers, Etc. EXISTING BUILDING CODE other necessary contractors. 1. All sprinkler piping shall be substantially supported and shall comply with the standards CHANGE OF OCCUPANCY WITHOUT CHANGE OF OCCUPANCY CLASSIFICATION b. Fittings shall meet or exceed the requirements of ASTM F437 (schedule 80 of the NFPA for the installation of sprinkler systems and as required by the local 901.2 - ALTERATION LEVEL 3 threaded), ASTM F438 (schedule 40 socket) or ASTM F439 (schedule 80 socket). 5. The sprinkler system shall be complete with all pipe, fittings, valves, drainage system and state codes. and valves, sprinkler heads, hangers and supports, also miscellaneous work items, C. Both pipe and fittings shall be Listed by Underwriters Laboratories for use in such as, signs as required, valve tags, and all other related equipment, apparatus, automatic fire sprinkler systems and shall bear the logo of the Listing Agency. 2. Hangers and their components shall be ferrous. Hangers shall be adjustable, or clevis and material items necessary for complete satisfactory operating and approved type See UL Fire Protection Equipment Directory, categories VIWT and HFYH. type. system. d. Both pipe and fittings shall be certified by NSF International for use with potable 3. Sprinkler piping or hangers shall not be used to support non-system components. water. 6. All pipe fittings, hangers, supports, sprinkler heads, etc., shall conform to the 4. Sprinkler piping shall be supported from the building structure which must support the e. Ancillary products (including, but not limited to fire stops, thread sealants, leak requirements of the Town of Southold and National Fire Protection Associations added load of the water-filled e plus a minimum Of 250 lbs. Applied at the detectors, etc.) coming into contact with pipe and fittings must be chemically P P P PP (NFPA) requirements as to types of materials, arrangements, sizes, and installation compatible with BlazeMoster@ CPVC pipe and fittings (reference the Lubrizol FBCTh° point of hanging. in in accordance with the latest addition of NFPA-13D. System Compatible Program). os 5. Sprinkler piping shall be supported independently of the ceiling sheathing. 7. The "General Conditions of the Contract for Construction", AIA Document A201, and the 1.2 Solvent Welding s�'2N a. All socket type joints shall be assembled with solvent cements that meet or W ° $ �� ° >> yp j 6. When sprinkler piping is installed below ductwork, piping shall be supported from the LL J ,,> 4 o W FEW Architects specifications as applicable are part of this contract. exceed the requirements of ASTM F493. Safe handling of solvent cements shall building structure, not from the ductwork. ° �. o o � be in accordance with ASTM F402. Solvent cement shall be certified by NSF % �� ? International for use with potable water, and approved by the manufacturers. The "� °"1 5�° o8 B. Sope of Work: solvent cements shall be approved for use with BlazeMaster@ CPVC pipe and 7. Maximum distance between hangers shall not exceed 12' for 1 and 1 1/4" sizes nor s 020 1 . The following is a general listing, not necessarily complete, of the work td be provided fittings. 15' for sizes 1 1 /2" and larger. 1.18 and installed by the Sprinkler Contractor. a. Piping 2. Copper: I. Escutcheons b. Sprinklers a. Product Description: 1. Provide escutcheons on all exposed piping passing through walls, partitions, floors and C. Hydraulic Calculations Copper tube shall be produced from copper alloy UNS C12200. Straight lengths ceiling. escutcheon shall be held in place by internal tension or set screw. d. ISO approval/FM Approval/Town Of Southold Fire Prevention approval shall be supplied in hard or annealed tempers. including submission of drawings by a New York State licensed PC. J. Guarantee 2.1 Pipe, Tube, and Fittings 1. Contractor shall guarantee for a period of one (1) year from the date of acceptance e. Testing a. Pipe Copper Water Tube (Types K,L,M) is produced in accordance with, ASTM B88 by the owner, all materials, Apparatus and workmanship whether furnished by f. Compliance With Drawings And Specifications g. Permits And Building Department Filing approval including submission of and ANSI/NSF 61. himself or by his subcontractors and he shall replace or repair in a manner drawings by a New York State licensed PC. b. Wrought copper and copper alloy solder joint pressure fittings conform to approved by the Owner's Representative, without cost to the Owner, any part or ASME/ANSI standard B16.22. Cast copper alloy solder joint pressure fittings part of the work which may prove defective or unsatisfactory within the period of h. Hydrant flow test of water supply conform to ASME/ANSI standard B16.18. All wrought copper fittings are NSF61 the guarantee. i. Shop Drawings registered . j. Inspection approvals and obtaining a certificate of compliance from the 2. Arrange for inspection and tests of any and all parts of the work as required by the C. Both pipe and fittings shall be Listed by Underwriters Laboratories for use in Town of Southold. Town Of Southold Fire Prevention office automatic fire sprinkler systems and shall bear the logo of the Listing Agency. See UL Fire Protection Equipment Directory, categories VIWT and HFYH. 2. Work shall include all sprinkler work furnished and installed. K Inspection And Testing a. All works shall comply with requirements of the latest addition of d. Both pipe and fittings shall be certified by NSF International for use with potable 1. The sprinkler system shall be inspected and tested in accordance with the requirements NFPA-13D, and all applicable New York State Building Codes. water.2.2 Joining of the local and state building codes, and the Town Of Southold office of Fire Prevention requirements. 3. Sprinkler layout shall be based on the locations indicated on the plans. The Sprinkler a. Soldering and brazing with capillary solder joint fittings is the most common way Contractor shall coordinate his work and work of all other contractors. The to join copper tube. Most soldering is done at temperatures of 177' to 288'C 2. The sprinkler system shall be subjected to a hydrostatic pressure test for a period of Contractor shall notify the Engineer of any conflicts in writing between the other (350' to 550°F), while brazing is done at temperatures of 593' to 843'C (110' two hours at a pressure of at least 200 psig or 50 psi in excess of the maximum to 155°F). Other methods of joining are compression coupled, flared and pressure to be maintained when the maximum pressure in the system is in excess o trades before installation of the sprinkler system. victaulic joint of 150 psi as per NFPA. Q 4. Sprinkler system shall be: b. The choice for soldering or brazing usually depends on the copper tube operating conditions. Solder joints are generally used on stem temperatures 3. Before sprinkler system is concealed, the authority having jurisdiction shall be notified a. A Hydraulically sized system in accordance with the standards of the NFPA P 9 J 9 Y Y P that do not exceed 121'C (250'F) while brazed joints are generally used on that the system is ready for inspection and testing. The Inspector shall witness the and and all applicable New York State Building Codes. systems with high internal pressures or operating temperatures between 121° and test. Final approval of the sprinkler system shall be obtained from the Town of b. Install system to conform with building structural, mechanical and electrical 177°C 250' and 3507E . Silver solderingis generally used for below rade systems, either existing or proposed. ( ) g Y g Southold. applications. 5. These drawings are diagrammatic and indicate the general location of scaled F. Automatic Sprinklers dimensions shall not be used. Any dimensions not shown shall be obtained from 1. Provide automatic concealed pendent and pendent sprinklers in areas with suspended the original contract and modified architectural drawings. For exact locations, ceilings as shown per plans. Refer to specifications and sprinkler details, which are mounting heights, etc.., refer to original contract, drawings, and details. All indicated on drawings. _ Z p w O dimensions, etc., shall be verified by field check. o 2. Sprinkler shall be ordinary temperature rated unless it is installed near a heat source. o 0 U) C. Shop Drawings and Data: refer to NFPA 13D (2016 ed.) Table 8.3.2.5 for minimum distance permitted from - 1. The Contractor shall subunit, for approval, fully coordinated shop drawings, capacity specific heat source to the sprinkler. data, hydraulic calculation and catalog cuts of the following: 3. Sprinklers shall be spaced so that the maximum area protected by a single sprinkler C. Pipe and pipe fittings does not exceed its listed coverage. d. Sprinklers 4. Sprinklers shall be positioned in accordance with their listing. e. Hangers and supports f. Sprinkler and Ioiping layout 5. Sprinkler's characteristics shall be some in each compartment. g. Hydraulic calculations Lo In. Water supply flow test LU 11 1 N r2 c/) N ALL PIPING FROM ZCA OUT To SPRINKLER FIRE SPRINKLER SYSTEM LEGEND >- SYSTEMS SHALL BE I"0 CPVC C-I50 8 SYMBOL DISCRIPTION � .. < o Zone Q o U o N I" BALL AND CHECK VALVES one D FIRE SPRINKLER HEAD - UPRIGHT S � a` Y LOo Z Q I — TYP. FOR 4 Z z — vim lope S az Lu Lu 8V CV ® FIRE SPRINKLER HEAD - PENDENT (D o �• A Zone o z u N W Y � o a �- o 'r MULTIPLE ZONE SYSTEM LOOP MANIFOLD ® FIRE SPRINKLER HEAD - PENDENT CONCEALED 1 Q of 0 (PLUMBED IN TYPE "M" CCPPER) ZCA �. U o Z 0 _� 1 I" ZONE CONTROL ASSEMBLY [ZCA] FIRE SPRINKLER PIPING LL LL u <o LL (AS MANUFACTURED BY VICTAULIC - U) o O FIRELOCK® SERIES 247 ) o 1 » (TYP. FOR 4) -G ELBOW DOWN IN PIPING W J ~ � m F Z ti 2 H W W LL1 W W J S J 2 U In U N ,ter 0- ELBOW UP IN PIPING o porn.1 To e,, BOTTOM TAP IN PIPING 1 " QLD rl TOP TAP IN PIPING DOMESTIC WATER SUPPLY MAIq FROM IN STREET 1 " deter From 4 FIRE SPRINKLER MULTIPLE ZONE SYSTEM LOOP MANIFOLD RISER SP-2 SCALE: NONE= X05 Q� u W o Z Q !a O N 2 I1- -i C W � 6 '° ? o �b SOH o � N _ p1G� CejW •• p• d Lil, i i i co ON 4 VL 01 -4" LO_- - °1 L a 7'-OZ" 4 - 5 5' - I" UP To �-- 5' o IST FLOORI Q ® oo N - I" OWN TO01 - 12' I ASEMENT 6' 2" 1 2, 6'_ , 5,_22.. �o , —IN I" UP To I" UP To JI" Dowty To �, I" o UN To ONG RADIUS IST FLOOR 2ND FLOOR BASEMENT 13T FLOOR O° E BOW. �o = (TYP. ALL) —� .o — I" DAWN To = �' I" UP TO BASEMENT ^N FT IST FLOOR *NO EAD R �o = PER 8.3. UP To ;. o IST FLOOR I" DOWN TO 2 -8 03.—d • p ° • p '° BASEMENT - ~ r � m o a 61 4 No H Lu 5 -6 N in x (ASP x ) Q m M v <[ 0 0 0 o I° ZONE CONTROL ASSEMBL s 6' '� I N N N N (TYP. FOR 4) ° 0 6'-11" ,v 1"0 BALL AND CHECK VALVES ° 5' 10" co (TYP. FOR 4) I" DOM. WATER SUPPLY '�° = 2N1D FLOOR 4 (" DOWN TO 6'-10" (SEE RISER 4/SP-2) a` oo IST FLOOR - v im a , 1 4 •� • p 4 p •v . • p 4 p •� . �♦ �• p 4 p •v � 0 p D Z o w v 6' o a o I > u w LL, o p j v O vii v • t17 F7�1 "ID'. • 0 D BURIED DOMESTIC WATER SUPPLY MAIN FROM IN STREET i FIRE SPRINKLER LAYOUT — BASEMENT 2 FIRE SPRINKLER LAYOUT — IST FLOOR 3 FIRE SPRINKLER LAYOUT — 2ND FLOOR " - " SP-2 SCALE: 1/4" = 1'-0" N �-2 SCALE: I/4 - I -0 SP-2 SCALE: I/4" = I'-0" w 01 a o s N I� FIRE SPRINKLER HYDRAULIC CALCULATIONS - ALL ZONE SYSTEMS SP-3 SCALE: N.T.S. 023/8(601 2 318 -1 o [60] - o a MAX HOLE o 0 02 Q c) N N w Fire Sprinkler System Hydraulic Calculations System"A" ( Basement) [51] �- o ~ z C/) Q Q MIN HOLE - Equivalent Total Total J o a N 0 0 }" co cn Individual Net Size Quantity Description Length Equivalent Length 11/16 � tY o a Loss Total ° [17] 9/16[14] r i �i i �i 7 z U a 1 0 Elbow-45 1.4 ft = 0 TYPICAL CEILING TILE o a o 0 1 Water pressure in street 55 1" 1 Elbow-90° 5.3 ft = 5.3 �- LU o a CD � F o a n 1" 0 Elbow-90°L 2.5 ft = 0 1 11116 ULI- N U F- 2 Watermain Pipe Size 1" 1" 2 Tee- Run 1.7 ft = 3.4 [43] FINISHED SURFACE LL v < J Ito 0 Tee-Branch 6.0 ft = 0 } a 3 Deduct meter loss(size) 1" @ 16gpm 2.0 53 1" 2 M/F Adapter 2.0 ft = 4 w o 4 Deduct head loss for elevation Total Fitting ft. 12.7 _ w w w w - (0215/16) N 1" 30 Total Pipingft. 30 42.7 [75] 22.5 ft 0.433 psi/ft 9.74 43.26 MAXIMUM EXTENSION 6.1 Deduct pressure loss for piping from control valve to Individual Net farthest sprinkler head. Loss Total 5.1 Deduct pressure loss from city main to sprinkler 42.7 ft 0.0435 psi/ft 1.86 29.73 system control valve* System"B" ( Office Space �i ) 13116[30] Equivalent Total Total / i� � � �i i�x TYPICAL CEILING TILE Size Quantity Description Length Equivalent Length Equivalent Total Total 1" 0 Elbow-45° 1.0 ft = 0 Size Quantity Description Length Equivalent Length 1 3/16[30] 1" 0 Elbow-90° 3.0 ft = 0 1" 0 Elbow-450 1.4 ft = 0 FINISHED SURFACE 1" 2 Elbow-901 2.0 ft = 4 1" 1 Elbow-90° 5.3 ft = 5.3 1" 1 Tee-Run 3.0 ft = 3 i" 3 Elbow-90°L 2.5 ft = 7.5 1" 1 Tee•-Branch 7.5 ft = 7.5 1" MAXIMUM RECESS 2 Tee-Run 1.7 ft = 3.4 1" 0 Valve-Ball 1.5 ft = 0 1" 2 Tee- Branch 6.0 ft = 12 4 CONCEALED PENDENT SPRINKLER HEAD DETAILS Total Fitting ft. 14.5 i" 2 M/FAdapter 2.0 ft = 4 SP-3 _ SCALE: N.T.S. 1" 30 Total Pipingft. 30 44.5 Total Fittingft. 32.2 i" 50.25 Total Pipingft. 50.25 82.45 �Z �F¢ 44.5 ft 0.06 psi/ft 2.67 40.59 6.2 Deduct pressure loss for piping from control valve to Individual Net R5:= farthest sprinkler head. Loss Total 2 °�� \P 3�"%ti EN 82.5 ft 0.0435 psi/ft 3.59 28.00 5.2 1" 1 D. Check Assemb 5.0 35.59 3 LU " ^ 0 � > 1" 1 Zone Control Ass 4.0 31.59 U- On J .a 0 N r System"C" (Apartment#1) ° A- a � � �0 o Equivalent Total Total 6 Deduct pressure loss for piping from control valve to Size Quantity Description Length Equivalent Length 0 02o farthest sprinkler head. See Individual Systems Calcs 1" 0 Elbow-45° 1.4 ft = 0 � 4 1 Elbow-90° 5.3 ft = 5.3 - - - Remaining pressure for individual sprinkler systems System Remaining 1" 6 Elbow-90°L 2.5 ft = 15 operation Net Pressure 1" 2 Tee- Run 1.7 ft = 3.4 Firedao c k System 6.1 +two(2)heads @ 7psi/ea. 29.73 15.73 V i" 2 Tee- Branch 6.0 ft = 12 qpqais System 6.2 +two(2) heads @ 7psi/ea. 28.00 14.00 V 0 System 6.3 +two(2) heads @ 7psi/ea. 27.77 13.77 V 1" 2 M/F Adapter 2.0 ft = 4 System 6.4 +two(2) heads @ 7psi/ea. 28.29 14.29 V Total Fitting ft. 39.7 - 1" 48 Total Pipingft. 48 87.7 Notes: 1 - Calculation Sheet Based on Figure A.10.4.4(a) 6.3 Deduct pressure loss for piping from control valve to Individual Net � 0 O farthest sprinkler head. - Loss Total *Copper Pressure Loss Factors from Table A.10.4.4(b) 87.7 ft 0.0435 psi/ft 3.81 27.77 O **CPVC Pressure Loss Factors from Table A.10.4.4(c) g System"D" (Apartment#2) 7 6 5 Equivalent Total Total Size Quantity Description Length Equivalent Length 1" 0 Elbow-45° 1.4 ft = 0 Zone Control Riser Module 1" 0 Elbow-90° 5.3 ft = 0 Can Be Mounted In The Horizontal Or Vertical Upflow Position i" 3 Elbow-90°L 2.5 ft = 7.5 1" 1 Tee- Run 1.7 ft = 1.7 Parts Legend 1 Zone Control Riser Module Ito 1 Tee-Branch 6.0 ft = 6 2 UI Listed Fm Approved now Switch (system Sensor 1" 2 WF Adapter 2.0 ft = 4 3 Pressure Gauge Isolation Valve For Gauge Total Fitting ft. 19.2 5 Shut Off Valve offset Handle For Access On Both Sides = 6 ISite Glass visible From Both Sides 1" 56.5 Total Pipingft. 56.5 75.7 7 ITest And Drain Valve handle On Both Sides 8 lGrooved Drain Connection m 6.4 Deduct pressure loss for piping from control valve to Individual Net o d farthest sprinkler head Loss Total rCZONE CONTROL RISER MODULE DETAIL Q 75.7 ft 0.0435 psi/ft 3.29 28.29 SP-3 SCALE: N.T.S. t Z oUj °Uj L o ° o U- LU U w UJ W c h N W Cl Q O n O N LL I, O MEETS AND BOUNDS: J �O V Ln Lu MAIN RNQ O N (V NATHAN TAFT CORWINILn OJ LAND 5URVEYOR o C� 0 N a 4LICENCE #: 50467 J o O o s z a N Q z J w� 25) MAIN ROAD, JAME5PORT, NY o w � � ri. w �a (G31 ) 727-2090 0' cn UTILITY POLE TO Z \ o Q F- o z o O BE RELOCATED — o < of LnLn I— CONC SITE DESIGN: L —ELEC ELEC ELEC CURB CUTELEC ELEC ELEC ELEC— ELEOVERHEAD WIRES JAMES DEERKOSKI 57 rO L u J CONC. APRON LITY POLE ENGINEER V) a NYt #3130 �3��201i -i2,500� LICENCE #: 072502 w IL S 200 DEER PATH, MATTITUCK, NY o (G31 ) 298-71 1 G z Z w w w w w w lJ SITE DATA PO RY-' ' 111 1` V WELL' W SCTM No.: 1000-114.00-11,00-009,001 EX, DRIVEWAY z Fa U PROPOSED USE: TWO (2) APARTMENT / OFFICE SPACE oma., 22' Z ZONING DISTRICT: HAMLET BUSINESS O LOCATION: AREA: LOT COVERAGE: U W PROPERTY: 131568 SQ, FT. ,311 ACRES N O O EXISTING BUILDING: 21M8 SQ, FT, 16.2% EXISTING GARAGE: 630 SQ, FT, 4.616 �v w TOTAL: 2,828 SQ, FT, 20.896 ' N O PAR<NG CALCULATIONS REQUIRED PARKING (TOWN CODE 280-11, 280-18): 9;3 DRYWELL i 1, ONE (1) BEDROOM REQUIRES: 1.5 PARKING SPACES 2. ONE (1) BEDROOM REQUIRES: 1.5 PARKING SPACES �o�`�o`r "�, 3, 185 SQ. FT, OFFICE SPACE REQUIRES: 8 PARKING SPACES Lu 0P �� o 2 STY, FRAMEDQ '_ NEW ASPHALT - U.U. J I HOUSE PROPOSED: TWO (2) ONE (1) BEDROOM APARTMENTS / ° s o DRIVEWAY 185 SQ, FT, OF OFFICE SPACE 6`yox roes `m^ bC yl cF a ! REQUIRED PARKING SPACES: 11 PARKING SPACES PROPOSED PARKING SPACES: 8 PARKING SPACES z DRAINAGE CALCULATIONS !(� _ ASPHALT DRIVEWAY AND PARKING = 4,215 SQ. FT, -' 4,215 SQ. FT, X 0,11 X 0.6 (6 2" RAIN PER HOUR) = 436 C. F, SIGN: W _-_ 0 436 / 42.24 (8' DIA, RINGS) = 10,32 EXISTING TRAFFIC N EXPANSIOIJ YIELD TO ENTERING POOL ' J j) PROVIDE TWO (2) 6 DEEP 8 DIAMETER DRYWELLS TRAFFIC" -- elI YCLE O, ROOF AREA: 1,200 SQ, FT, HADICAP RAMP: 10 SQ, FT, STbRAG t� -- Q - TOTAL: 1,710 SQ, FT, x ,11 x 1 = 216 C.F. In •: , (Y - _ ..__.____ EXPANSION. cf) f,Y 21/42,24 (8' DIA, RING)= 5.11 �4 O 12 o m POOL i O U _ PROVIDE ONE (i) 6' DEEP 8' DIAMETER DRYWELL 04 QL 0 Z 3: Co+ SEPTIC `\ TANK LL v LEACHING ` z ' POOL ; Z Ui z . CHINOS -a -'- di POOLJU U ',• `` LEACHING, z i EXPANSIONS \ POOL �O } k" m POOL a UuJ J J > Q Q Q LEACHIN 1 a l7 10 ` POOL ' + a UJ z to m ND J03 0011 Q' X11 CURBINGto I � j LEACH�IOs\' ,•,' w w U 0 0 U 4 l['00 z z �Z z J �k :• }} i IO,' 2 co m V W I 7.0 HANDICAP - cn z W o 0 z _ �T,4 P 4RfC1 \ Vd d of _ Q ur > " w u0 z w W w w w CL CL 24') N :Q. 9 x IS' 0 w CTYP.> z z L �2 O >ww > �- CURSfNOs ui r- 61TE PLAN SCALE: 1" = 10'-0" ,o N N - w r0 s LO a o 0 0 00 0 N N N i I n N o N i i I c0 n o\ � o N Q LU O N N -J L- 'n 0-1 Z I O _� L — _ N N — 7• W Q N O � } I —1 O Q z > O z m w U Z Z) a O Q w z O lj — Z LIJU) U � o � � c� ® ® — LL H LL U � Q V) a CL w J ~ O > F- - Z Z H W W W W FTU J.-L] Li % L11 LL--]Li -3 W J Z J 2 V N V N I/ I ass s H� tELEVATION �O��p,P Fffl 8 FRONT ELEVATION i� � SCALE: 1/4" = 1'-O" SCALE: 1/4" = 1'-O" z Q P �� ° Z = N p W O > �_ w F 4 top ) 6� �. CoQ 9 0 d Hl c3 Y� �S in r m w J J J \ o a a a \ of \ p. l7l��l / \ 7171� / \ \ ----------------- 0 0 / H H Q- a w w RRA ELEVATION z Z 0 0 -' F > � � ELEVATION SCALE: 1/4" = 1'-O" m m Z2wDD oo o SCALE: 1/4" = 1'-O" W N o U) V) cr o N w w V) [L CL cn in a a N cn 0 0 �2 N LU LU > > o N N - W 1n Q O o O O n n n N N O . !`0 o r7 1 1 1 I Q � r- 1 1 f- ' ' Ct` � o 1 I o L0 0 0 N : Q o N N Fu -j LC) J 0 w 1 1 O � Z IL I I ~ o 0 . LL, Q N I I 1 1 J I o a z o 1 1 � O N � Ili 1 1 N a I I � Z C) 1 O _ I- I I -- O Q F- N � Z I I o z � - O I I 1 � N I 1 Lu o Q 0 RAMP RAMP I v o < � 1 1 c � L i LL �- Z LL I------ LL_ � ti D RAILING L 1 1 a- 5'MIN. WIDTH ' 1 1 w J I,_cII 4'-O I - _� J u ui w w 32'-104" 12-dia.CONC. PIER i U N U N (2) J:4 VERT. REBAR to 81-411: 2'x2'XI'CONC.FTG. , 4'-5 1/4" MIN. 3'BFL0V,'GRADE ' -- - - - --------------------- ---- i-- - .-- - r -`- - . 1 - --- - ---- - ,I , : � ;�-/ ; (3)2X.9 ACQ GIRDER~- �-/, 1 .. + I 1 I I I o LANDING o _ ;--- a� --- •---- ---- ,� �. IIi 10 in 4 1 1 -6 N 'n I 4'-11" �;�-' t2dia.CONC. PIER �'� :�• '' i ' " i i SECURE L(DGER TO BLDG. (2) .#4 VERT.REBAR in TW2$32. uu(2) 1i2�'BOLTS a 16"UC MIN. 3'BELOW GRADE TW3046 r - 6X6 POST w/ '� 2'X2'Xi'CONC. FTG. f EGRESS ,:_._, _ _ ..,.._,., ,_... --a__,.:---:I _. _., TW2 1 'i - _-: 3 0 2X8 1. _._ _ - -' ------' -. .- ----- - - ACQ CROSS BRACING �: -._,:.:-' - �i ..,- . :_- ._j _ _ -= r - - - = u4 REBAR ,---- ' --- �- ` 1� i / - MID SPAN / 414 . 1 O --1T"T .. 4 1 , ' , r V' ala oc 11 __ (n CO �, (TYP) 1 o wj I II_-/ t III I U -----• o - -- � 2X&`J�1Fi"flC 11 W :} `n 2 s ACQ - 6"Oc u X - N }.. i s _KITCHEN j_.r L::`; BAT m , N err- , �'- S' 1 4' v 4-4 I� v �- X--- / 7 1 0' ' 1 i - ; {,, L ,,t z'-OC - - -- - L�11 .IVlNG ROOM D0 -'- -i- _ , 1' 1i � \t- I -- L:::��:::\ N S P 5 5 -2 3 4 : 4 --l© 1 - o�� 3�N,�� � . N ® Ij \A N i I QC)M 2,� �N W o � } �\ - DIN NG ' R K N Z Q Z 1 N ul r^ (p� LL J f. . . » N W o W F 0 ;__i : �' : 1 4" 12 -7 : co I 0 6 o o K � .. . . . N 2Q� CO I I. �I � 00 r . . r �Nl y`�� ;f N I s - � c P . 2 it & . I � ' ' . ., � � I r, 7: . I r... . I - � � " I 1 61-2 . 5'--7 4 .�3/4 1 Ir 71�-'O- . � I 11 I . i o is 11 I A N I �2" t . I,,� to 4' 0" ....:� DATION .. . a �o �o .: �o � . ... . . . ..� 3'- - . Z . 1 E _I o,,_ " 44 8 -2� N .r..' 2 -4 O w -.'--o _ . .... ........... . ......: ._ 46 -.. ... cD _. ..... � . . '`�w . y -' N ° .... . 3 r- .F. .::': '...1. .::::::.': t, a EGRESS x . � I O wcy- I - .. . .... ..BATH .. . . �: -::. a .. . Lit vi^NT __: - _. . ... .. ...... ... .---. t ►- EGRESS:STAIR , i I i W 5f »- _ _ ;, , Q in 11 L7 - i If fi N4 REBAR ,, . I BATH , o To �� 12EBt,1 A TO.CODE t.C) i1 ;y' 7 ,._..8 1�0 ---4 '1 ;:4 ..... --v a - £!1 .. - Ct . 2"OC ; .. -:: ,...- ii I.. t" (1. ♦ I. -- m CRAWL SPACE . 8"PC WALL it N0 .. . : 17 - 1 . . r- _ ,' -.. . I. 1 DAMPPR ,.... " """" ., �' s,. ,� O F -6. 16"x8"FTG 2 a{!T N 0r. ,HE . 24 REBAR I �i ', 1... ...... .. ... .. ................ ... .. . ( ) BEDR00 ;; I. 6ELOW GRADE tM ... . .. ........... ... ... ,.; .... ... .... ...... ... . . . I� _ :+ . .. ..I. . ..... ... .. . . ........ . ....... ........ . . . .. ...... .. ....... ..... . . .... ... . . .... . ,. :.... 2X8 FF>�'�,O . .......-.-..... .._.. ...... . .. ........... ... .. _. .. :. . r:... r- . .. . t� 1. . . .. tD - . .::.:. . . ....... . .. h;: 19 1:0 .:3 4 N - .:... . .... .. ...::::..:.4 N - u4 REBAR 0 wIt- o..: G ��12"OC �i _ - - BEDROOM " 1 . . . . . (� M. i. I. E 1 i" 'P wI. OFFI ... d- .::: ':-.:: . . ..... .... .. . ... TY ..:... ... .:: ...... . .. .. .:::..; ..,.:. .:. ....... .. .. . .. ..... .. .. ... ....:.:.. ......:....g. .. ..... ... ..Z . . .. 1. ...... .... . . "j (3) 1 /4X7-1/4 Ml_ .., - - -- - -.. . :::::.' .. :r::)::: - .. .... .. .*.%*'-''.-'.'.....'I..%. :.....1..' .. ..'' . ... :. ...,,, .,aI. V) X2 AGCE56 ...... .............. EGRESS _. - . EG �- .. .. _ TW3046-2 .. .. -. _._._ _ 3' 0^. . w FC;Q' �c,S6 SECURE LEDGER TO BLDG. '.gyp SS `4. k.G�O� o I v0 w/(2) 1/2"BOLTS, @16"OC Ov� 1._ j <D F- TW2846-2 ® - - I c� I I,B1 (V 1. PROVIDE (2) 5/8" TYPE-X FIRE RATED SHEETROCK _I COVERED PORCH 6'-$ cD I z m APARTMENT No. 1 APARTMENT No. 2 ( I to � (v AT PERIMETER AND AT WALLS ADJACENT c0 1 12-dia.CONC. PIER X1 OTHER APARTMENT) I N X rx2'xrcotvC. FTG. ...:. . ... ..... ......... , ' r----- MIN.3'BELOW GRADE .. .. .... .. ............ . . ..... ..... .... .. i - �-----• "-----, I--- -� 2. PROVIDE 5/8" TYPE-X FIRE RATED AT CEILING I 60' VEL �f3 2X8 ACQ GIRDER + f3)2X8 ACQ GIRDER+ - - - - m 2 2X10 GIRDER 2 2X10 GIRDER 2 2X10 GIRDER ) (3i 2X8 ACQ GIRDER+ 1 0 . -...::.::. .::::.:::: .. .. .. ........ ... . .. . .. - - - - - - - - - - - - - - ipd 3. WALL BARRIER (FIRE PROTECTED) TO CONTINUE TO _. - -_.-_ .I. _ TW2032 TW2032 1A � _ _ _ _ I 1 _ _ _ I _ _ _ - I _ > d Q d UNDERSIDE OF ROOF BETWEEN APARTMENTS. 2 -- --' -- -- u I u I n Q 4. FIRE SPRINKLER SYSTEM FIRE ALARM, CO DETECTORS - - " I I ' 20'-4 3 4" 12 -11� � -5� 6 -5�'4 6-5� AND FIRE EXTINGUISHERS TO INSTALL PER CODE. t0 6" 5. INSULATION (SEE DETAIL NOTES) LEGEND 20'-��4" 12'-8�4" OFFICE OFFICE 1. PROVIDE 2 HOUR PERIMETER (AND AT WALLS ADJACENT 5. STAIRS AND RAILING TO INSTALL PER CODE. 7" MAX. RISE, (Exist. Bldg) (New Addition) OCCUPANCY CHANGE) FIRE WALL (SEE DETAILS) � EMERGENCY EXIT LIGHT 11" TREAD. 2. PROVIDE 2 HOUR FIRE RATED CEILING (SEE DETAILS) 3. FIRE SPRINKLER SYSTEM, FIRE ALARM, CO DETECTORS LIGHTED EXIT SIGN FOUNDATION PLAN AND FIRE EXTINGUISHERS TO INSTALL PER CODE. 2ND FLOO f� APARTMENT No.1.1 APARTMENT No. 2 SCALE: I/4" = I '-o" 4. INSULATION (SEE DETAIL NOTES) o 0 SCALE: I/4" = I '-o° � SMOKE DETECTOR 0 K . ... . .. ...........- .. . . 5_ STAIRS AND RAILING TO INSTALL PER CODE. 7" MAX. RISE, o 0 11" TREAD. E m m z o W0 � O � ° x x N ° o > 15T FLOOK DOOR SCHEDULE WINDOW SCHEDULE � o N cr DO PRODUCT CODE QTY. WIDTH HEIGHT OPENING AREA U-VALUE PRODUCT CODE QTY. WIDTH HEIGHT OPENING AREA U-VALUE 2 a a SCALE: 114" = I '-0" INTERIOR 18x80-2 I 3G" 80" 20.00 ft2 WA AW351 1 39" 2811 7.58 ft2 0.27 ft2 w N INTERIOR 22x80-2 1 4411 80" 24.44 ft2 N/A TW2032 1 2411 38" G.34 ft2 0.27 ft2 INTERIOR 28x80 1 28" 80" 15.55 ft2 N/A TW2432 1 28" 38" 7.38 ft2 0.27 ft2 u INTERIOR 30x80 1 30" 80" I G.GG ft2 N/A TW2832 1 32" 3811 12.01 ft2 0.27 ft2 INTERIOR 3Gx80 I 3G" 8011 20.00 ft2 N/A TW284G-2 1 3211 541' 24.02 ft2 0.27 ft2 NOTE: INTERIOR 48x80 BI-FOLD 1 48" 8011 26.GG ft2 WA TW304G I 30" 54" 13.50 ft2 0.27 ft2 FIRE 5PRINKLER SYSTEM, FIRE ALARM, AND EXTINGUISHERS WILL BE INSTALLED A5 PER THE APPROVED TOWN VARIANCE AND IN TW304G-2 I 3G" 54" 27.00 ft2 0.27 ft2 ACCORDANCE WITH 2015 IBC 4 THE LATE5T VERSION OF NEPA 13. EXTERIOR 36x80 I 3G" 80" 20.00 ft2 0.27 ft2 EXTERIOR 3Gx84 1 3G" 84" 21 .00 ft2 0.27 ft2 N N � W M J Ln Q O p O 0 I- ^ I'- 0 O N N MAIN ROAD 3 (SR. 25) Ow UTILrTY POLE TO & BE RELOCATED URS C EC LEC WIRES,-EC ---EL IEC��FL�C�rtLLEC _ CONC MRO �Itt POLE OVERHEAD WIRES NY!!3'I3 MEETS AND BOUNDS BY: N,76026'00" E 7:.500' NATHAN TAFF CORWIN III, LAND SURVEYOR LIC. No. 50467 PH. No. (631) 737-2090 MAIN ROAD,JAMESPORT, NY EX,DRIVEWAY SITE DESIGN BY. z JAMES DEERKOSKI, P.ROFESSIONAL ENGINEER o LIC. No. 072502 PH. No. (631) 298-7116 0 200 DEER PATH, MATTITUCK, NY Lr ° �4 _ PLO f. ` r)P NEL- TY NEW ASPHALT z S HOURSE ED n 1\ rA DRIVEWAY I v O P4 � ` O w O w x _ 0 .IJ SIGN. � d, - w 0 EXISTING TRAFFIC TO j v YIELD TO ENTERING `— TRAFFIC" TER SJ�� sroawK I S0 AN O "'x; MMEF- Mr. - V q \ M E"P" i w l oa / o 0 i ° I E"I ` on 1�! oc O n Z C czZ .-' `Q H [� LIJ �_•� - ' ` SITE DATA SCTM No.:1000-114.00-11.00-009.001 PROPOSED USE:TWO(2)APARTMENT OFFICE SPACE v �LAfN•NG t .' ZONING DISTRICT. HAMLET BUSINESS ), O7 PIOL LOCATION: AREA LOT COVERAGE: Encr PROPERTY: 13,568 SQ FT. 311 ACRES FLA n,, EXISTING BUILDING: 2,198 SQ FT. 16.2% x' 1140° E (7.64 , EXISTING GARAGE: 630 SQ FT. 4.6% O1 TOTAL 2,828 SQ FT. 20.8% I STORY �SNDICM R/RKING .^ FRAMED GARAGE 0® V- =x PARKING CALCULATIONS rn a _~— 9 Y.'.`"r' �•' wREQUIRED PARKING (TOWN CODE 280-77,280-78): I I LL O n' Ili ilI O N 1.ONE(1) BEDROOM REQUIRES:1.5 PARKING SPACES JUN 2 6 20144 --- 2.ONE (1) BEDROOM REQUIRES:1.5 PARKING SPACES I 3.785 SQ FT.OFFICE SPACE REQUIRES:8 PARKING SPACES t"""' """'"-840S023" W 123.633' � 0 ;: . ..• N PROPOSED:TWO (2)ONE (1) BEDROOM APARTMENTS 785 SQ.FT.OF OFFICE SPACE SITE PLAN SCALE: 1" = 20' REQUIRED PARKING SPACES:11 8 PARKING SPACES PROPOSED PARKING SPACES:8 PARKING SPACES DRAINAGE CALCULATIONS DRAWN BY: FS ASPHALT DRIVEWAY AND PARKING=4,275 SQ FT. THE UNDERSIGNED,PURSUANT TO SOUTHOLD TOWN CODE SECTION 4,275 SQ FT.X 0.17 X 0.6 (CA 2"RAIN PER HOUR)=436 C.F. 1/30/1 100-254(1),ACKNOWLEDGES TIMT THE CONDITIONS OF THE SITE PLAN 436/42.24(8'DIA RINGS)=10.32ROVIDE TWO (2) 6' DEEP V DIAMETER DRYWELLS P APPROVALSET FORTH IN TIM SOLUTION OF APPROVAL DATED /20 /4AREACCE SFE CONDITIONS O RESOLUTION). ROOF AREA 1/200 SQ FT. SCALE: SEE PLAN PL PR Lm, �/ HADICAP RAMP: 70 SQ FT. ttl V TOTAL: 1,270 SQ FT.x.17 x 1=216 C.F. ��.---� z/ / ` 21/42.24(8'DIA RING)= 5.11 A ORIZE S NATURE TI LE DATE PROVIDE ONE 1) V DEEP B' DIAMETER DRYWELL SHEET NO: "PROVED BY TOWN OF SOUTHOLD PLANNING BOARD Of NEW y DEER O CHAIRPERSON SIGNATURE DATE r— '' w _2 NOTE:The approved site development plan shall be valid for a period of eighteen(18) months from the date of approval as per code section 100-255. FO �° 0 7 25 pROFESS\O� KEY MAP S.C.D.H.S. APPROVAL "SCALE � "=soot SURVEY OF PROPERTY !� 5.R• 25 SITUATE � 1ANN ROPE SUBJECT C� MATTITUCK A` UE PREMISES 5 UNp z a m EXCAVATION INSPECT, IZEQJ'Rlit� FOR SANITARY SYSTE'A TOWN O F S O U T H O L D .�? l/` $Y;7A _ j EPr SUFFOLK COUNTY, NEW YORK Nov SUFFOLK At- S.C. TAX No. 1000- 114- 11 -9. 1 7726 SCALE 1 -20 ...... 3-_ :�, JANUARY 11 , 2012 \ JULY 31, 2012 JUNEREVVISEOPER12 R CI.D.H.S SED MAP No. 2 \ SEPTEMBER 18, 2012 REVISE PER S.C.D.H.S. NOTICE No. 3 JANUARY 25, 2013 PER REVISE S.C.D.H.S. NOTICE No. 4 \ r 7� 4 FEBRUARY 28, 2013 REVISE PER S.C.D.H.S. NOTICE No. 5 \ C��62 �DIZ Grac�i�5 -'-ranS�Pf'e.� i"�dg1 Savf'�o�� TJ� �anF \ Approval Suffolk Counst Department ment of Health Services - \ Other Than Single Family AREA - 13,568 sq. ft. e 1�-12- ®o0 3 0.311 ac. \ Reference No. Design Flow E� CERTIFIED TO: \ Use(s) miXe Ofc' 13200 MAIN ROAD Corp. �> \ These plans have been reviewed for general conformance ' P County Department of Health Services standards,relatingto water h +,u supply �+ \ and sewage disposal. Regardless of any omissions,inconcistences or)acL I `\ \ of detail, construction is required to be in accordance with the attached Permit conditions and applicable standards unless specifically waived by DRAINAGE CALCULATION - 0 the Department. This approval expires 3 years from the approval date, ASPHALT DRIVEWAY AN PARKING 4,275 sq. ft. �+ 4,275 sq. ft. x 0.17 x 0.6 (02' RAIN PER HOUR) = 436 C.F. unlessextendedorrenewed. 436/42.24 (8' Dla. RINGS) = 10.32 A� VIAY 0 '1 2��� PROVIDE TWO(2) 6' DEEP 8' DIAMETER DRYWELLS aux •. ' 'a �'' • d W •. V• f 200 s ft. lg \ ° ; �. - .. .. . CUt Approval Date q . •.. a. A ROOF AREA 1, •�' A. . !' cuRe 220 Reviewer t HANDICAP AREA 70 sq. ft. GARAGE AREA 6300 s ft. x�. •.' •. a a ARB - Fo�pp TOTAL 1,900 sq. ft. x 0.17 x 1 = 323.0 C.F. .• • .I. ` oN ' REepR 323/42.24 (8' Dia. RING) 7.6 • ;.e -A . 3730x`97 o 5 a 4 un yI1RFS PROVIDE TWO(2) 5 DEEP 8 DIAMETER DRYWELL A: : X44'. ': CURB y •': �: "�'QO� I Y N-20 SEWAGE DISPOSAL SYSTEM CALCULATIONS (GROUND WATER MANAGEMENT ZONE IV) 1. ALLOWABLE DESIGN FLOW IS 300 GPD AS PER SINGLE AND SEPARATE PARCEL CONC. ApRa i4 ON THE 1981 TAXE MAP PREDATING THE IMPLEMENTATION OF ARTICLE 6 OF THE SUFFOLK COUNTY SANITARY CODE C ALLOWABLE DESIGN BASED ON LOT AREA: 0.311 ac. X 600 GPD/ac. = 186.6 GPD 2. APPLICANT IS PERMITTED TO USE SOUTHOLD SANITARY FLOW CREDITS TO BUILD TO DOUBLE DENSITY WITHOUT A VARIANCE FROM THE HEALTH DEPARTMENT. SED 1 1 � � . ' �' CREDITS REQUIRED TO BE TRANSFERRED To SITE TO MEET SUFFOLK pROP+(WEU1' �' • ° z COUNTY SANITARY ARTICLE 6 DENSITY REQUIREMENTS: -21 (373 GPD - 186.6 GPD)/300 GPD = 0.62 CREDITS ° 1 / / 3. PROPOSED DESIGN FLOW 1 D APARTMENT No. 1 600 s . ft. = 150 GPD rq L ° TEST. f 51E",> / � • •I 19.1 .' q P 4' ::• A 32'6' pORCN it ,p' APARTMENT No. 2 600 sq. ft. = 150 GPD WOOD y¢ 4' FENCE TYPICAL S T 0 R M WAT E R UNIT NON MEDICAL OFFICE 785 sq. ft. = 47 GPD .:.: •.• Ro F OVE o.a'E. (0.6 GPD/sq. ft.) a O x SCE 224 25.3 GARAGE (.04 GILD/sq. ft 630 sq. ft. = 26 GPD 1. D.3W• .27. �0 '°� .. �+ -4 (NOT TO SCALE) TOTAL 373 GPD yN p ° N x 4. SEPTIC TANK CAPACITY REQUIRED 373 GPD X 2 DAYS = 746 GALLONS ° r u1 m K PROVIDE: 1,200 GALLON SEPTIC TANK (8' DIA. X 4' LIQUID DEPTH) s �� m o, Nrno N CAST IRON INLET FRAME & COVER FLOCKHART 63518 TYPE 6840 , , 4 O -►n41 ' m ' :L Cn OR 6' THICK REINFORCED CONC. COVER ) 5. LEACHING POOLS REQUIRED: FINISHED GRADE 373 GPD/1.5 GPD/sf = 248.7 SIDE WALL LEACHING AREA D wooD -+1`' 0 1a v N o PROVIDE: FOUR(4) 7' DEEP x 10' DIAMETER LEACHING POOLS EXCAVAT30N I`-SPECTIO P.DR Ef.`-0 �' v r Pan c� x o X FC,:S'� NI-4'Ariy SYSTEM � �- No , 25.2 rn 0 y � L '� � ,' •a n� � -� E DISTRIBUTION POOL 6'3" EFFECTIVE DEPTH (196 SF SIDE WALL AREA) * n2 F.F 4y 1t_a' . �2 �o b (� LEACHING POOLS 6'6" EFFECTIVE DEPTH (612 SF SIDE WALL AREA I3Y Yf t11.T1'I j'�,-.:ti=,TZIEp i'. s•4.4' �� £� 4 C) 18" CORRUG. PE DRAIN TOTAL EFFECTIVE DEPTH 808 SF SIDE WALL AREA o / ,x . . PIPE OR-APPROVED EQUAL 54 cf 6. SYSTEM OVERDESIGNED AS PER APPLICANT. o, /° o" . ''3 ° 7. EXISTING SEPTIC SYSTEM STRUCTURE" SHALL BE PUMPED CLEAN AND s ° 0 15.6' No m w _0.5� MIN. 0.5% `" REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. EINFORCED PRECAST CON . 4 n . 4 o 1 V. 2°.1 p�R PROPOSED To NEXT UNIT 4000 PSI O 28 DAYS min. 18" CORRUG. PE DRAIN 2- '� `� m� 8. SANITARY SYSTEM IS DESIGNED WITH 10 MINIMUM SEPARATION 'X� e o : ? .' K NCE " PIPE OR APPROVED EQUAL BETWEEN LEACHING POOLS, BUILDING AND PROPERTY LINE. t-+ ° • HANDICAP RAMP 9. PREVIOUSLY EXISTING SHED HAS BEEN REMOVED FROM PROPERTY. \ CN '..8° > p �': t NiSP^CTION I ``'I r,G 3 z min.) e n , r?NITF:I:Yi'STI',+I i 3•_0• (min.) GROSS FLOOR AREAS ARL AROUNUSHED D 4" - 1-1/2" STONE FIRST FLOOR 1,284 sq. ft. - )C,. (min.) 4" SECOND FLOOR 766 sq. ft. j c TOTAL 2,050 sq. ft. Its .' a 'G • °' S, tO 4. "Qes. 1 �''!^ATI'•'�::,'i 1 Z p� �v .,: .�. °:•..D ,°' 2 ►. I3Yj� r.LTI1�3e _ ---- z C_-t- �Z •' 19' g.�. n o LEACHING RINGS t" :: ,• :c� ' - z P REINFORCED PRECAST CONC. �+ n. y� °' p► ° ., -j n " p N� 4000 PSI O 28 DAYS NOTES: orn r 1. NO NEIGHBORS WELLS WITHIN 150' b �' a -O �'•.. 'o, W f f I\ , 2. EXISTING BUILDING SERVED BY PUBLIC WATER. 67.64 I f b 3. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM N 86' 11 40 � E o c 0 tz • 6 ' ; o\, FRAME GARAGE STONE DRIVEWAY EXISTING ELEVATIONS ARE SHOWN THUS: 2U - Op p R EXISTING CONTOUR LINES THUS:- -2D- PORT G 0.9'N. + ri " . ' N m 4. CONVERSION FROM A SINGLE FAMILY DWELLING TO FOQND 1.4'N.1.5'E CE •' A MULTI-APARTMENT STRUCTURE .. ►. . n P. - �. ° �o/ CONC MON. x kE FEN E 23.3 FENCE °� O � '�"\ 131 22.1' 2°•� o• •'lS N �-r- a\0.4 CO .. 5. 136 sq. ft. FRONT PORCH NON HABITABLE AREA. G �'°• 10.5 I I I o '� � / g •v t3) " 't C 1C GROUND WATER ro I rn O -49 Cl) „ FRAME t9 t 0 ' O P GARAGE u I u x1 0. TO BE � � /2.LQ / m ••1 '• BUILDING NOT • 'b � ''�I,.„�����WED�� Q7 HOOKED UP TO PROP. T o / / FENCE (tl SANITARY OR WATER 1"" / / 3.1'E S7o E FENCE pp�� (� (x? zm FRESH AIR INLET WITH BUG SCREEN 2151".3 J C A6,P / / 795 CONNECTOR AT PVC/CLE SUPPORT l. SEWAGE DISPOSAL SYSTEM �,�..� �. • (J1 22.1' 2G2 z o� / FOUND o CONC. MON. c. ' g.2 � ° 21.5 t ' (��`�•�T!�Sf=�VdC€�5 UNAUTHORIZED ALTERATION OR ADDITION �+ / (',;' i" r' :' S'.``', sn•,+„-r•I� + TO THIS SURVEY IS A VIOLATION OF F.FL EL 79 5' CLEANOUT ROADWAY TYPE C.I. FRAME -••--- - '(' '' 'z t La.(.m°;}-, SECTION 7209 OF THE NEW YORK STATE STOCKADE FENCE E! N FOUND / 3' HEAVY DUTY LOCKING COVER INSECT PR00 FINISHED GRAD ROADWAY TYPE C.I. FRAME FINISHED GRADE ROADWAY TYPE C.I. FRAME ROADWAY TYPE C.I. FRAME EDUCATION LAW. 0.5, 0.3 E.s 0- CONC. MON. 123 y6 z E ( C EL 20.0 HEAVY DUN LOCKING COVER (INSECT PROOF) EL 20.0 HEAVY DUTY LOCKING COVER (INSECT PROOF) HEAVY DUTY LOCKING COVER (INSECT PROOF) ti� ti/ o HOUSE TRAP COPIES OF THIS SURVEY MAP NOT BEARING FOUND ti ti �, 2 5• '4 2.5' MAX. THE LAND SURVEYOR'S INKED SEAL OR CONC. MON. , If „ EL 17.7 8" min. TRAFFIC BEARING COVER WIRE FENCE S $A"50 OQ w VACANT 00 J �t EMBOSSED SEAL SHALL NOT BE CONSIDERED L TO BE A VALID TRUE COPY. 6" S D-35 PVC PIPE EL. 15.4' M 6" S D-35 PVC PPE EL 14.6• i7 CERTIFICATIONS INDICATED HEREON SHALL RUN N/01F THOMAS J. McCARTHY 61bCAST IRON PIPE 1/a•/ft. 1/e•/n•(min. (� 1/8%ft(mn.) WA- M MCCARTHY INV. EL. W. EL. 18.5• ONLY TO THE PERSON FOR WHOM THE SURVEY o . INV. EL 18.0' INV. EL 14.9• • INV. EL 14.6' IS PREPARED. AND ON HIS BEHALF TO THE do SUSAN I = m m� INV. EL 14.3' 4• TITLE COMPANY, GOVERNMENTAL AGENCY AND 10'-0' 'n rL LENDING INSTITUTION LISTED HEREON, AND 10'-0' o 8-_p• TO THE ASSIGNEES OF THE LENDING INSTI- _o m TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 4' 4" 4• � 3'_O• c . o (min.) io io I ^ THE EXISTENCE OF RIGHTS OF WAY o LEACHING DISTRIB ON POOL (3) LEACHING Pools 3•_0- AND/OR EASEMENTS OF RECORD, IF (min.) ANY, NOT SHOWN ARE NOT GUARANTEED. B'-0• DIA : o _PROP1SED SEPTIC SYSTEM: a 70-0" 10•-0" TEST HOLE DATA 1 ,200 GALLON ?2 PREPARED IN ACCORDANCE WITH THE MINIMUM o 'F STANDARDS FOR TITLE SURVEYS AS ESTABLISHED (TEST HOLE DUG BY McDONALD GEOSCIENCE SEPTIC TANK 0 of BY THE LI.A.LS. AND APPROVED AND ADOPTED ON MAY 15, 2012, AT 7:30 AM .:: - PROPOSED SEPTIC TANK o BOTTOM EL. $,� 6' MIN. PENETRATION FOR SUCH USE BY THE NEW YORK STATE LAND JJJ BOTTOM EL. �� o� TITLE ASSOCIATION. EL. 19.1' 0. ) Pm o INTO A VIRGIN STFWA .. DARK BROWN LOAM OL m 'E OF SAND do GRAVEL E �o ,aa•..�•• F N Itis aF ` - PROPOSED (4)FOUR LEACHING POOLS HIGHEST EXPECTED GROUND WATER EL. 4.22' AT MONITORING WELL: USGS 405924072321501 S 39269.1 '^ �',��� .' ) \. L•. e �: G. �l • 7' DEEP 10� DIA. ' �'. :.��' <j•.-.f_ e'� " t. CC "� e BROWN CLAYEY SAND SC GROUND WATER EL. 2.6' , e - PROPOSED (2)TWO FUTURE (4) LEACHING POOLS ' EXPANSION POOLS �- , } BROWN FINE TO COARSE SAND SW %''" �I ` ti.; N.Y.S. Lic. No. 50467 - Lathan Taft Corwin III DRAIN,4GE AND SEWAGE BY. Lan PALE BROWN FINE SAND SP d Surveyor JAMES J . DEERKOSKI , P . E . EL. 2.8' 18.5' ^/ WATER IN PALE BROWN FINE SAND SP L 0 0 DEER DRIVE Successor To: Stanley J. Isaksen, Jr. L.S. 17 Joseph A. Ingegno L.S. MA T T ITU C K , NY 11952 Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fox (631)727-1727 PHONE (631 )774-7355 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 31-251E __�UFFOU- D;_:1';,RTj VrEW CF XEALTH SERVICES ,7 LU A7P�;170VA'L Cr CMSTRUCTEM WORK3 �_? SURVEY OF PROPERTY DEC 2 1 2021 V) SITUATE Uj C5 Thr-C-C!"K!00 6Z"P3-_::!Cn-1 MATTITUCK Nr cc r-L',tiod bythl^.Do. mcr.'-', r V . c .�­cr cc,encies �11 :"d d' TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK I-"'rrPPCr. P.E., Chief LL S.C. TAX No. 1000- 114- 11 —9. 1 0 SCALE 1 "=20' JANUARY 11 , 2012 JUNE 20, 2012 REVISED MAP JULY 31, 2012 REVISE PER S.C.D.H.S. NOTICE No. 2 SEPTEMBER 18, 2012 REVISE PER S.C.D.H.S. NOTICE No. 3 JANUARY 25, 2013 PER REVISE S.C.D.H.S. NOTICE No. 4 FEBRUARY 28, 2013 REVISE PER S.C.D.H.S. NOTICE No. 5 DECEMBER 10, 2013 REVISE SITE PLAN APRIL 3, 2014 REVISE SITE PLAN MAY 20, 2014 REVISE NOTES PER NYSDOT FEBRUARY 4, 2020 FINAL SURVEY OCTOBER 18, 2021 REVISE NOTES ON FINAL SURVEY ( S .� AREA = 13,568 sq. ft. 0.311 ac. CERTIFIED TO: A3 13200 MAIN ROAD Corp. o. CT cX3 t 0%3 NG C. OTT POLE 00 'PIPE 6E RE315 SIG N 1H0'qD pNNt.To? C SE P0,Eoeg 6 COT C SEPTIC SYSTEM TIE MEASUREMENTS r (A Of ASoa 60 R ED OXU314G 11ZO .I 6Veg 0: OSC 00 : . HOUSE HOUSE 51 t)0_ • 0 CORNER CORNER r• n INLET COVER Ln 7'.' SEPTIC TANK 17.9' 15.6' 4: SEPTIC TANK 4 .4 OUTLET COVER 21.3' 19.6' rri DISTRIBUTION 0 LID 29.81 34.1' A. POOI COVER I 95 LEACHING POOL 0. COVER 2 23.7' 38.4' 0 - .A 1ELEACHING POOL A S1 ORX , ICOVER 3 47.6' 49.2' 4 VRA FENCE ("? rM Ovpimcg- rn A t Ngoa Pu A 'A 1:21 Ir. 0 13 0 11. 0 rn -- 0 1 ... 0.� 0 7.0-C Jl cg 00 CD c� C AS 9 All 0 • A, 0 4 .A04114G, A 1-4.4 A.. .4.'4A, z Poo,- '0- 0 IRON• rn rn COCOVER A :6.) -V I --a. . . . 0 P z Ot A % so PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 03 NEW YORK,STATE LAND VaOL rn 0) .THr N A. In FOR SUCH USE RY • A TITLE ASSOCIATION. A A A Ae 67 64 �16*11 94019 E I b" Ira E 4 V�F T 4,' FRAME J�=E: STONE DRIVEWAY POOL PORT P C FENCE FENCE CE - A • A, . . - MP E.1. t• "r, FOUND 0 o.7-s to E. 0 CONC. APRON ;.CONC. MON. ?n' 0.6,S. 0.4'E. U4 -P A A. -0 22.1' FEFENCE -A 4 - 'A Ln N 0.3E '4.A' .-0 tg ASPHALT PARKING A A FRAME CIL GARAGE • N.Y.S. Uc. No. 50467 NOT CONNECTED TO �E FENI� r q SANITARY OR WATER .1'E. UNAUTHORIZED ALTERATION OR ADDITION NCE STO E TO THIS SURVEY IS A VIOLATION OF 00 CE SECTION 7209 OF THE NEW YORK STATE -4 AAj • ONN. Ln 22-11' A.. Aw : . . 5N. 0.6W. CONC. MON- EDUCATION LAW. Nathan Taft Corwin III BY BELGIAN BLOCK CURB COPIES OF THIS SURVEY MAP NOT BEARING .4 THE LAND SURVEYOR'S INKED SEAL OR vA FOUND PLASTIC FENCE EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor CONC. MON. 123.63 TO BE A VALID TRUE COPY. CONC. MON- FENCE CERTIFICATIONS INDICATED HEREON SHALL RUN 0.7�N. O.WE. tOO99 W ONLY TO THE PERSON FOR WHOM THE SURVEY S 84!50 IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND N101F LENDING INSTITUTION LISTED HEREON. AND Joseph A. Ina LS. . McCARTHY TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys — Subdivisions — Site Plans — Construction Layout TI-IOMAS J' McCARTHY TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. SUSAN WALS11 PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 31-251H 13200-2 MAIN ROAD, MATTITUCK, NY PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 9 5.60 22.00 23.25 17.23 11 5.60 22.00 17.85 10.16 13 5.60 22.00 15.06 7.24 14 5.60 22.00 14.88 7.06 r THE SPRINKLER SYSTEM FLOW IS 71.05 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 0.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.100 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--= STATIC PRESSURE 55.00 psi RESIDUAL PRESSURE 20.00 psi AT 3620.00 gpm TOTAL SYSTEM FLOW 71.05 gpm AVAILABLE PRESSURE 55.84 psi AT 71.05 gpm OPERATING PRESSURE 42.31 psi AT 71.05 gpm PRESSURE REMAINING 13.53 psi 13200-2 MAIN ROAD, MATTITUCK, NY PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, S=Gate Valve, 6=Swing Check Valve ------------------------------- FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 71.05 100.00 23 4.02 150 19 1.055 0.874 0.000 42.31 -48.55 90.86 2 3 71.05 2.00 22 3.40 120 1 1.049 1.358 0.867 -48.55 -56.75 7.33 3 4 71.05 2.00 0 0.00 120 1 1.380 0.357 0.000 -56.75 49.72 -106.47 4 5 71.05 2.00 22 4.40 120 1 1.380 0.357 0.000 49.72 47.43 2.29 5 7 71.05 20.00 22 4.40 120 1 1.380 0.357 0.000 47.43 38.72 8.71 7 8 71.05 20.00 223 9.70 120 1 1.380 0.357 8.667 38.72 19.45 10.61 8 9 23.25 7.00 23 5.90 120 1 1.049 0.172 0.000 19.45 17.23 2.21 8 10 47.80 4.00 33 8.40 120 1 1.049 0.652 0.000 19.45 11.41 8.03 10 11 17.85 6.00 23 5.90 120 1 1.049 0.105 0.000 11.41 10.16 1.25 10 12 29.94 8.00 3 4.20 120 1 1.049 0.274 0.000 11.41 8.07 3.34 12 13 15.06 5.00 23 5.90 120 1 1.049 0.077 0.000 8.07 7.24 0.84 12 14 14.88 7.00 23 5.90 120 1 1.049 0.075 0.000 8.07 7.06 1.01 A MAX. VELOCITY OF 26.37 ft./sec. OCCURS BETWEEN REF. PT. 2 AND 3 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. HYDRAULI C CALCULATIONS C O V E R S H E E T 13200-2 MAIN ROAD, MATTITUCK, NY W A T E R S U P P L Y STATIC PRESSURE (psi) 55 RESIDUAL PRESSURE (psi) 20 RESIDUAL FLOW (gpm) 3620 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 1 PUMP # RATED PRESSURE (psi) RATED CAPACITY (gpm) LOCATION 1 100.00 100.00 BETWEEN REF PT 3 AND REF PT 4 S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 12.2 MAXIMUM SPACING OF SPRINKLER LINES (ft) 12.2 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft. ) .1 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .1 gpm/sq. ft. FOR A DESIGN AREA OF 400 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 71.05 gpm AT A PRESSURE OF 38.72 psi AT THE BASE OF THE RISER (REF. PT. 7) PIPES USED FOR THIS SYSTEM 019 COPPER TYPE 'M' 001 SCHEDULE 40 Fire Protection Specification 6. Sprinkler design layout & hydraulic calculations based off using Victaulic Quick ELA General: D. Building Department Filing, Permits, And Certificates P g Y y g ► CODE COMPLIANCE NOTES 1 . The Sprinkler Contractor shall be a licensed, authorized installer of sprinkler systems 1 . The Sprinkler Contractor shall file all required drawings and specifications with the Town Response Residential Pendant Head Model: V2740, K-Factor 4.9, with min supplied SP-1 J o and shall have had a minimum of five years experience in the installation of of Southold office of Fire Prevention and shall obtain all inspection approvals and flow of 13gpm/head ® 7 psi to ensure minimum coverage area of 256 ft I-No sprinkler systems. certificate of compliance with the Town Of Southold office of Fire Prevention. (16'x15'). Contractor must submit to Engineer specifications & hydraulic calculations < o N � U o LU for approval prior to substituting for any other head. USE & OCCUPANCIES 304 & 310 R-3 & B i o _J z Q co - a 2. The drawings show the general arrangement of all piping and equipment and indicate E. Pipes And Pipe Fittings & ~ - LU N N HEIGHT AREA R-3: 3 STORIES, UNLIMITED AREA -� o Q z required size and points of termination of the piping and suggest proper routes of G. Cutting And Patching B: 2 STORIES, 9,000 FT2 0 z however, it is not the intention of the drawings to show all necessary 1. CPUC: 1 . Do all cutting necessaryfor the installation of sprinkler work. Accurate) layout work MIXED USE I UJ a ~ z oZ piping. g Y g P Y Y E BU LDINGS 508.3.3 R-3 & B: I HOUR WITH FIRE SPRINKLER o X F- a. Product Description: offsets, obstructions or structural commons. It shall be the responsibility of this P for wrich cutting is required, so as to avoid unnecessary large openings. cutting of - � � - F_ CPVC fire sprinkler pipe and fittings shall be extruded/molded from BlazeMaster Lu o CE contractor to install his work in such a manner that it will conform to the beams, joists, floors or walls of the building will not be permitted accept after REQUIRED SEPARATION 508.3.3.4. 1 FIRE BARRIER 706, HORIZONTAL ASSEMBLY 711 U ~ U' CPVC compounds manufactured by Lubrizol Advanced Materials (or approved r structure. Avoid obstructions, preserve headroom and keep openings and receiving approval of the Owners Representative. equal). The pipe compound shall meet cell class 23547 and the fittings LL U J clear without further corstruction of cost. EXTERIOR WALL FIRE RATING 602 > 30' = 0 HOUR O `" a passageways compound shall meet cell class 24447 as defined by ASTM D1784. Both pipe 2. Rough patching will be done b this contractor in a manner to accommodate finished and fittings compounds shall be certified by NSF International for use with 9 P 9 Y IL 3. Upon review of sprinkler drawings prior to submitting the proposal, the Sprinkler potable water and shall be pressure rated by Plastics Pipe Institute (PPI). patching work. FIRE BARRIER 706.3.9 R-3: REQUIRED; B: NOT REQUIRED Z w w J W W U V=i U N Contractor shall inform the Engineer of any discrepancies or request clarification in 1.1 Pipe and Fittings AUTOMATIC FIRE SPRINKLER 903 NFPA TYPE 13D WITH QUICK RESPONSE HEADS writing, if necessary, concerning the intent of the plans and specifications to P g 3. The Contractor shall firestop all penetrations of fire protection piping thru Fire/Smoke provide a complete sprinkler installation. Later claims will not be recognized for a. Pipe shall meet or exceed the requirements of ASTM F442 material designation barriers above the hung ceiling. Refer to architectural drawings for locations. extra labor, equipment or materials should such procedure not be followed. CPVC 4120-06 in standard dimension ratio (SDR) 13.5. Additionally, the pipe Fire/Smoke stopping shall be 3M Fire Barrier CP 25 N/S Caulk. PROVIDE INTERCONNECTED HEAT DETECTOR SYSTEM WITHIN ATTIC AREA q must be marked with the following pressure ratings: "320 PSI @ 73° F", "175 (OP ` P N 4. The scheduling of the sprinkler work shall be coordinated with the G.C. and with any PSI @ 150° F" and "100 PSI @ 180° F". H. Inserts, Hangers, Etc. EXISTING BUILDING CODE other necessary contractors. 1 . All sprinkler piping shall be substantially supported and shall comply with the standards CHANGE OF OCCUPANCY WITHOUT CHANGE OF OCCUPANCY CLASSIFICATION b. Fittings shall meet or exceed the requirements of ASTM F437 (schedule 80 of the NEPA for the installation of sprinkler systems and as required by the local 901.2 - ALTERATION LEVEL 3 5. The sprinkler system shall be complete with all pipe, fittings, valves, drainage system threaded), ASTM F438 (schedule 40 socket) or ASTM F439 (schedule 80 socket). and state codes. and valves, sprinkler heads, hangers and supports, also miscellaneous work items, C. Both pipe and fittings shall be Listed by Underwriters Laboratories for use in such as, signs as required, valve tags, and all other related equipment, apparatus, automatic fire sprinkler systems and shall bear the logo of the Listing Agency. 2. Hangers and their components shall be ferrous. Hangers shall be adjustable, or clevis and material items necessary for complete satisfactory operating and approved type See UL Fire Protection Equipment Directory, categories VIWT and HFYH. type. system. d. Both pipe and fittings shall be certified by NSF International for use with potable 3. Sprinkler piping or hangers shall not be used to support non-system components. water. 6. All pipe fittings, hangers, supports, sprinkler heads, etc., shall conform to the 4. Sprinkler piping shall be supported from the building structure which must support the e. Ancillary products (including, but not limited to fire stops, thread sealants, leak requirements of the Town of Southold and National Fire Protection Associations added load of the water-filled pipe plus a minimum Of 250 lbs. Applied at the detectors, etc.) coming into contact with pipe and fittings must be chemically P P P PP (NEPA) requirements as to types of materials, arrangements, sizes, and installation compatible with BlazeMaster@ CPVC pipe and fittings (reference the Lubrizol FB CTM point of hanging. S in accordance with the latest addition of NFPA-13D. System Compatible Program). � Z 5. Sprinkler piping shall be supported independently of the ceiling sheathing. Eye 1 .2 Solvent Welding 7. The "General Conditions of the Contract for Construction", AIA Document A201 , and the � a a. All socket type joints shall be assembled with solvent cements that meet or 6. When sprinkler piping is installed below ductwork, piping shall be supported from the Z__ Architect's specifications as applicable are part of this contract. exceed the requirements of ASTM F493. Safe handling of solvent cements shall FEW be in accordance with ASTM F402. Solvent cement shall be certified by NSF building structure, not from the ductwork. go:; B. Sope of Work: International for use with potable water, and approved by the manufacturers. The eon p 7. Maximum distance between hangers shall not exceed 12' for 1 and 1 1 4" sizes norms solvent cements shall be approved for use with BlazeMaster�CPVC pipe and 9 / 1. The following is a general listing, not necessarily complete, of the work td be providedfittings. 15' for sizes 1 1 /2" and larger. �U and installed by the Sprinkler Contractor. a. Piping 2. Copper: I. Escutcheons b. Sprinklers a. Product Description: 1 . Provide escutcheons on all exposed piping passing through walls, partitions, floors and C. Hydraulic Calculations Copper tube shall be produced from copper alloy UNS C12200. Straight lengths ceiling. escutcheon shall be held in place by internal tension or set screw. d. ISO approval/FM Approval/Town Of Southold Fire Prevention approval shall be supplied in hard or annealed tempers. including submission of drawings by a New York State licensed PC. J. Guarantee 2.1 Pipe, Tube, and Fittings 1. Contractor shall guarantee for a period of one (1) year from the date of acceptance e. Testing f. Compliance With Drawings And Specifications a. Pipe Copper Water Tube (Types K,L,M) is produced in accordance with, ASTM B88 by the owner, all materials Apparatus and workmanship whether furnished by 61 . g. Permits And Building Department Filing approval including submission of and ANSI/NSF himself or by his subcontractors and he shall replace or repair in a manner approved by the Owners Representative, without cost to the Owner, any part or drawings by a New York State licensed PC. b. Wrought copper and copper alloy solder joint pressure fittings conform to ASME/ANSI standard B16.22. Cast copper alloy solder joint pressure fittings part of the work which may prove defective or unsatisfactory within the period of h. Hydrant flow test of water supply conform to ASME/ANSI standard B16.18. All wrought copper fittings are NSF61 the guarantee. registered . Shop Drawings i . U . Inspection approvals and obtaining a certificate of compliance from the 2. Arrange for inspection and tests of any and all parts of the work as required by the C. Both pipe and fittings shall be Listed by Underwriters Laboratories for use in Town of Southold. Town Of Southold Fire Prevention office automatic fire sprinkler systems and shall bear the logo of the Listing Agency. See UL Fire Protection Equipment Directory, categories VIWT and HFYH. 2. Work shall include all sprinkler work furnished and installed. K Inspection And Testing a. All works shall comply with requirements of the latest addition of d. Both pipe and fittings shall be certified by NSF International for use with potable 1 . The sprinkler system shall be inspected and tested in accordance with the requirements NFPA-13D, and all applicable New York State Building Codes. water. of the local and state building codes, and the Town Of Southold office of Fire 2.2 Joining Prevention requirements. 3. Sprinkler layout shall be based on the locations indicated on the plans. The Sprinkler G. Soldering and brazing with capillary solder joint fittings is the most common way �.._ Contractor shall coordinate his work and work of all other contractors. The to join copper tube. Most soldering is done at temperatures of 177° to 288°C 2. The sprirkler system shall be subjected to a hydrostatic pressure test for a period of (350° to 550°F), while brazing is done at temperatures of 593° to 843°C (110° two hours at a pressure of at least 200 psig or 50 psi in excess of the maximum r Contractor shall notify the Engineer of any conflicts in writing between the other `, , to 155°F). Other methods of joining are compression coupled, flared and pressure to be maintained when the maximum pressure in the system is in excess 1 ' trades before installation of the sprinkler system. r �- ,, b o Q Victaulic joint of 150 psi as per NFPA. '. 4. Sprinkler system shall be: b. The choice for soldering or brazing usually depends on the copper tube operating conditions. Solder joints are generally used on stem temperatures 3. Before sprinkler system is concealed, the authority having jurisdiction shall be notified a. A Hydraulically sized system in accordance with the standards of the NEPA P 9 J 9 Y Y P that do not exceed 121°C (250°F) while brazed joints are generally used on that the system is ready for inspection and testing. The Inspector shall witness the and and all applicable New York State Building Codes. systems with high internal pressures or operating temperatures between 121° and test. Final approval of the sprinkler system shall be obtained from the Town of b. Install system to conform with building structural, mechanical and electrical 177°C 250° and 3507E . Silver solderingis generallyused for below rade systems, either existing or proposed. ( ) g Southold. Y 9 P P applications. 5. These drawings are diagrammatic and indicate the general location of scaled F. Automatic Sprinklers dimensions shall not be used. Any dimensions not shown shall be obtained from 1. Provide automatic concealed pendent and pendent sprinklers in areas with suspended the original contract and modified architectural drawings. For exact locations, ceilings as shown per plans. Refer to specifications and sprinkler details, which are mounting heights, etc., refer to original contract, drawings, and details. All indicated on drawings. Z o w O a dimensions, etc., shall be verified by field check. Z;_5 � o 2. Sprinkler shall be ordinary temperature rated unless it is installed near a heat source. U w C. Shop Drawings and Data: refer to NFPA 13D (2016 ed.) Table 8.3.2.5 for minimum distance permitted from 1. The Contractor shall submit, for approval, fully coordinated shop drawings, capacity specific heat source to the sprinkler. 17 , - data, hydraulic calculation and catalog cuts of the following: 2 i 3. Sprinklers shall be spaced so that the maximum area protected by a single sprinkler C. Pipe and pipe fittings does not exceed its listed coverage. d. Sprinklers °�"J`�I"i1 Or- ��-� .:�T���Z.,� 4. Sprinklers shall be positioned in accordance with their listing. e. Hangers and supports f. Sprinkler and piping layout 5. Sprinkler's characteristics shall be some in each compartment. g. Hydraulic calculations N h. Water supply flow test w01 a � o � 0 N CV IL N ALL PIPING FROM ZCA OUT TO SPRINKLER FIRE SPRINKLER SYSTEM LEGEND SYSTEMS SHALL BE I"3 CPVC C-1508 SYMBOL DISCRIPTIDN J o r e O` -� - o lone Q Op N N Of o N I" BALL AND CHECK VALVESLu one D FIRE SPRINKLER HEAD - UPRIGHT L I o � O` z z Q (TYP. FOR 4) i - D - CV lone J o o cin Q �, BV �° ^ • FIRE SPRINKLER HEAD - PENDENT D Lu 0 U Zone i^ Z u Z o 1 " _ I z MULTIPLE ZONE SYSTEM LOOP MANIFOLD a f- N O FIRE SPRINKLER HEAD - PENDENT CONCEALED \ o 2 C5 ^of 0 (PLUMBED IN TYPE M COPPER) ZCA LLJ o a V) oN 1 It nI" ZONE CONTROL ASSEMBLY [ZCA] Z ~ � FIRE SPRINKLER PIPING � u- (As MANUFACTURED BY VICTAULIC - c/) ZD OD FIRELOCK® SERIES 247 ) o IL 1 ►► (TYP. FOR 4) c; w -- ELBOW DOWN IN PIPING s - m Z Z w w 1 ' ter ter— ELBOW UP IN PIPING VY a Q1 0000 1 yBOTTOM TAP IN PIPING 1 " TOP TAP IN PIPING DOMESTIC WATER SUPPLY MAIN FROM IN STREET sir— 1 " ger Fr°m 4 FIRE SPRINKLER MULTIPLE ZONE SYSTEM LOOP MANIFOLD RISER SP-2 SCALE: NONE X53 s g� f 4 o 71 J } �, 4 41- 11 - I x_ 51 f _7 5. _ 5' I" UP To o IST FLOOR � 0 N \— I" OWN TO -'F 12' I ASEMENT - 6' 7 -I12 I 5 -32 6 - 5 -22 —� .o iJ 4'-2" - I" UP To I" UP To I" Dowty To BASEMENT I" Don To ONG RADIUS IST FLOOR 2ND FLOOR BASEMENT 13T L OR 00 E BOW .o = (TYP. ALL) 01 1" DOWN To = BASEMENT —iN I" UP To 1_ I IST FLOOR 2 *No EAD R I" UP To o PER 8.3. IST FLOOR I" DOWN TO 2 -8 �o o BASEMENT o *NO HE D 0 a 4 (As P ) a a 5 -6" LO Q 5 -112" m U QLu Lu Lu Lu v 0 0 0 o I" ZONE CONTROL ASSEMBL s 6' 00 N N N N (TYP. FOR 4) co -- 6-11" o 1"0 BALL AND CHECK VALVES ° 5' 10" oO (TYP. FOR 4) � ; I" DOM. WATER SUPPLY • 4 I" UP TO I" DOWN To 6'-10" �I (SEE RISER 4/SP-2) 2ND FLOOR - �— o� � � IST FLOOR - •v �• • p 4 pa .v . e• • p 4 pa •v �. • 4 pa •v - - row 11 1 F (n Z 4 � 0 z O W 6' i a � � o U LJ 0 J Lu v O 0 v Ln • • p r �• p 4 p a •v •• p 4 p a •v • BURIED DOMESTIC WATER SUPPLY MAIN FROM IN STREET I FIRE SPRINKLER LAYOUT — BASEMENT 2 FIRE SPRINKLER LAYOUT — IST FLOOR 3 FIRE SPRINKLER LAYOUT — 2ND FLOOR SP-2 SCALE: 1/4" = 1'-0" SP-2 SCALE: I/4" = 1'-0" SP-2 SCALE: I/4" = I'-0" w � o a , 0 0 N h0 I LL j Cn FIRE SPRINKLER HYDRAULIC CALCULATIONS - ALL ZONE SYSTEMS c�i� " 023/8 SP-3 SCALE: N.T.S. (60] J o -i MAX HOLE Uj !?J2 0 L0 Q p N (V U w Fire Spriril<ler System Hydraulic CalcLllatit�ns system"A"('Basement.) [51] LL o ~ z MIN HOLE ) - n a a Equivalent Total Total _J o 0 N o ao z z .. Individual Net Size Quantity Description Length Equivalent Length 11/16 u Loss Total (97l 9/16[14] / // / / /i // / / // TYPICAL CEILING TILE o Z D a N 1 U Elbow-45 ` / / / / o a � I z 1,4 f# 0 o 0 1" 1 Elbow-.90° 5.3 ft = 5 3 \ o �= -J ~ Q � 1 Water pressure in street 55 " 0 Elbow-90°L 2.5 ft = 0 U J cn 1 11/16 2 Watermain Pipe"Size " 1" 2 Tee-Run 1,7 ft 3.4 [43] \- FINISHED SURFACE LL U J 1" 0. Tee-Branch &0 ft = '0 0 C0 3 Deduct meter loss(size) 1" @ 16gpm 20 53 " 2 WFAdaptor 2.0 ft = 4 w o } 4 Deduct"head loss for elevation 'Total.Fitting ft.. 12.7 w w w w (0215/16) 1" 30 Total Pipingft. 30 42.7 [75] 22.5 ft 0.433 psi/ft 9.74 43.25 MAXIMUM EXTENSION 6A Deductpressure lossfor pipirig frbm'tontroi"valve to Individual Net farthest sprinkler head. Loss Total 5.1 Deduct pressure"loss from city main to sprinkler 42,7 ft 0.0435,psi/ft 1.86 29:73 system control valve* 1 3/16 [30] Equivalent Total Total System"B"(Office Space // / / // // / / // TYPICAL CEILING TILE -7 Size Quantity Des"cri"ption Length Equivalent Length Equivalent Total Total 1" 0 Elbow-45 1:0 ft = 0 Size Quantity Description .Length Equivalent Length '1" 0 Elbow-90° 3.0 ft = 0 V 0 Elbow-45° 1.4 ft = 0 1 3/16[30] FINISHED SURFACE 1" 2 Elbow-901 2,0 ft = 4 1" 1 Elbow-9(r, 5.3 ft = 5.3 3 Elbow-00°L 25 ft = 7.5 1 Tee-Run 3.0 ft = .-�3 1" 1 Tee-Branch 7.5 ft = 7.5 T" 2 Tee-Run .1.7 ft = 3.4 MAXIMUM RECESS 1" 0 Valve�Ball 1.5 ft = 0 1" z Tee-Branch 6,0ft 12 r4 CONCEALED PENDENT SPRINKLER HEAD DETAILS Total Fittingft. 14.5 1" 2 M/F Adapter 2.0 ft - 4 SP-3 SCALE: N.T.S. 1" 30 Total Pipingft. 30 44.5 Total Fittingft. 32.2 1" 50,25 Total Pipingft. 50.25 82.45 44.5 ft 4.06 psi/ft 2.67 40.59 6.2 Deduct pressure lossfor piping from control valve to Individual Net R farthest sprinkler head. Loss Total s 2 �D 82,5 ft 0.0435 psi/ft 3.59 28.00 � 6 5.2 1 D. Check Assemb 50 35.59 3 0;> 1" 1 Zone Control Assn 4.0 31.59 " "(Apartment 1 J OZ� System C (Ap rt n ftl) ��� Equivalent Total Total Bog og 6 Deduct pressure loss for piping from control valve to Size Quantity Description Length Equivalent Length �ZN p pF g farthest sprinkler head. See Individual Systems Cates 1" 0 Elbow-45° 1.4 ft = 0 O 4 �o 1" 1. Elbow-90° 5.3 ft = 5.3 Remaining pressure for individual sprinkler systems System Remaining 6 Elbow-.90°L 2'5 ft = 15 operation Net Pressure I" 2 Tee-Run 1.7 ft = 3.4 System 6.1 +two(2)heads @ 7psi/ea. 29.73 15.73 dO �ir�d.aock 1" Z Tee-"Branch, 6.0 ft = 12 _ .System 6.2 +two(2)heads @ 7psi,/ea- 28.00 14.00 V 1" Z M/FAdapter 2.0 ft = 4 a System 6.3 +two(2)heads @ 7psi/ea. 27.77 13.77 --- b System 6.4 +two(2)heads �')a 7psi/ea. 28,29 14.29 it Total Fittingft. 39.7 = 1" 48 Total Pipingft. 48 87.7 ® d" Notes: 1 6.3 Deductpressure loss for piping from control valve to Individual Net Q Calculation Sheet-Based on Figure A.10.4.4(a) farthest sprinkler head, Loss Total Copper Pressure Loss Factors from Table A.1C.4.4(b) 87.7 ft 0,0435 psi/ft 3.81 27,77 0 �) **CPVC pressure Lass Factors from Table A.10.4.4(c) 8 System"b"(Apartment#2) 7 6 5 Equivalent Total Total Size Quantity Description Length Equivalent Length 1" 0 Elbow-45° 14ft = 0 Zone Control Riser Module 1" 0 Elbow-"9T 5,3 ft = o:. Can Be Mounted In The Horizontal Or Vertical Upflow Position 1" 3 Elbow-90°L 2.5 ft = 7.5 1"' 1 Tee=Run. 1.7 ft = 1.7 Parts Le end 1 1 Zone Control Riser Module 1" 1 Tee-Branch 6.0 ft = 6 2 1 UI Listed Fm Approved Flow Switch (system Sensor 3 Pressure Gouge Z MJF Adapter 2,4 ft = 4 4 Isolation Valve For Gauge Total Fittingft. 19.2 5 Shut Off Valve offset Handle For Access On Both Sides = 6 Site Glass visible From Both Sides 1" 56.5 Total Pipingft. 56»5 75.7 7 Test And Drain Valve handle On Both Sides 8 Grooved Drain Connection m o J 6.4 Deduct pressurelossfor piping from control.valveto individual Net > d farthest sprinkler head Loss Total 4 ZONE CONTROL RISER MODULE DETAIL a a 75.7 ft 0.0435 psi/ft 3.29 28.29 SP-3 SCALE: N.T.S. r Z p w o � � cn a Of � U LU UJ W N N W 01 Q O n O N 10'-0' b OFFICE #4 LOBBY C=O CONFERENCE ROOM H . C. BATH 4-61IVYD uj COMMERCIAL AREA CN F I IL.LE S APARTMENT AREA 0 o N OFFICE #3 (D Y KITCHEN o cl-4 LLJ ------------- LLJ Ln OPEN PORCH OFFICE #1 OFFICE #2 DH2461 DH2461 DH2461 DH2461 1ST FLOOR - FINAL AS BUILT 3 �O ° LAYOUT AND DIMENSIONS PRO0ED BY OTHERS PRIVATE RESIDENCE 13200 MAIN ROAD, MATTITLICK, NEW YORK SCALE: 1 /4"=1 '-0" DAZE: 5/2023 DRAWN BY: MIKE THIS IS NOT THE WORK PRODUCT OF A REGISTERED ARCHITECT OR ENGINEER. THE FOLLOWING FLOOR PLANS, CROSS SECTIONS, AND ELEVATIONS ARE FOR ESTIMATING AND BANK PURPOSES ONLY. ALL MEASUREMENTS, LOAD BEARING RECEIVED< zs ,o, DESIGNS, AND MATERIAL SIZING IS TO BE VERIFIED BY A LICENSED PROFESSIONAL. Zoning "Oard Of APpeals IT IS THE BUILDERS/HOMEOWNERS RESPONSIBILITY TO COMPLY WITH ALL LOCAL AND STATE CODE -REQUIRMENTS., NY LIC. ® EC E H e NOV 2 9 Ion BUILDING DEPT . -IMN OF SOUTHOLD Cn 4J Lu CD ---------------- CL ,,.. 0 k� r' BEDROOM 4 L. UVING ROOMLu i 3 FAY s CLOSET b DINING ROOM ry BATHROOM h 4 NAIL 1 s:•-k. T a. e i LLCom. CL. 21-01 b �< `" BEDROOM 2 BEDROOM 2 �u BEDROOM I BEDROOM I Ems, :f - �Fran�c�c�l�rna� 7Y�itw��1 F1w I�Jin[til I!n NO DATE REVISIONS CONAN1.NO-, 17 Ali: MAY 09.2M SCAU- AS NOTED DRAWN BY: FIRS CHECKED BY, Ef 1 TIN ` SECOND f O PLAN PR P D ECON D LOO PLAN 5HEE'F'r7'l'E.Ir; PERMIT SET �A ! N SCALE: " - I a-o sArw : = I _ Second Floor A-3 iaY z , zea 10'-0' b OFFICE #4 LOBBY Ny 64 O CONFERENCE ROOM T H . C. BATH D r C0v1mLbX­'C1AL AREA FILES APARTMENT AREA z 0 o � OFFICE #3 KITCHENC D c:' LL-jNCN ------ ------------. Lu FO-1 FO I J N OPEN PORCH OFFICE #1 OFFICE #2 00 DH2461 DH2461 DH2461 DH2461 1ST FLOOR - FINAL AS BUILT - �� V, LAYOUT AND DIMENSIONS PROMDED BY OTHERS 0. PRIVATE RESIDENCE 13200 MAIN ROAD, MATTITUCK, NEW YORK SCALE: 1 /4"=1 '-0° DAZE: 5/2023 DRAWN BY: MIKE THIS IS NOT THE WORK PRODUCT OF A REGISTERED ARCHITECT OR ENGINEER. THE FOLLOWING FLOOR PLANS, CROSS SECTIONS, AND ELEVATIONS ARE FOR ESTIMATING AND BANK PURPOSES ONLY. ALL MEASUREMENTS, LOAD BEARING RECEIVED DESIGNS, AND MATERIAL SIZING IS TO BE VERIFIED BY A LICENSED PROFESSIONAL. MAY " '°' zoning Board of Appeals IT IS THE BUILDERS/HOMEOWNERS RESPONSIBILITY T.0 COMPLY WITH ALL LOCAL AND STATE CODE REQUIRMENTS. � 5'-6 1/2" fi 18 F-21 10 `o 'o S o o b oO o BEDROOM Oo KITCHEN 3/M/8 - 5-2 CLOSET N z�ia APARTMENT #2 HALL � LIVING ROOM xre.) Jeza ffl f911fD PASS ➢ROl[N DOOR ry � 2/6 re llR frS DOOR d G � � 0l BATH_cz /A BATH 49 oD 2/6x6re I< Y-10 ap• ->I F p—+• BEDROOM #2 4 � APARTMENT #1 cm LLJ BEDROOM #1 c= r-s• r4 oH32si ons4s7 PROPOSED 2ND FLOUR PLAN LAYOUT AND DIMENSIONS PROVIDED BY OTHERS co Ll LL CL- PRIVRTE RESIDENCE 13200 MAIN ROAD, MATTITUCK, NEW YORK SCALE: 1 /4"=1 '-0° DATE: 3/2023 DRAWN BY: MIKE THIS IS NOT THE WORK PRODUCT OF A REGISTERED ARCHITECT OR ENGINEER. THE FOLLOWING FLOOR PLANS, CROSS SECTIONS, AND ELEVATIONS ARE FOR ESTIMATING AND BANK PURPOSES ONLY. ALL MEASUREMENTS, LOAD BEARING DESIGNS, AND MATERIAL SIZING IS TO BE VERIFIED BY A LICENSED PROFESSIONAL. IT IS THE BUILDERS/HOMEOWNERS RESPONSIBILITY TO COMPLY WITH ALL LOCAL AND STATE CODE REQUIRMENTS. fi g o - 5 -6 1/21' 18 -8 1-2 a � 01 00 c� BEDROOM 00 KITCHEN 3/06/8 � 5.2. �2/66/8 CLOSET �2/6x6/8 APARTMENT #2 HALL � LIVING ROOMLC"> re-) ce F-= DBL R'S PASS � � 11MU91rN 7; 00p1 �6� 71R f� DOOR Ap 1 0 2/46/8 BATH J, OQz A � BATH S-09 > x On 2/6x6/8 I< 2'-ioaµ' ->I 'F r ,. BEDROOM #2 APARTMENT #1 BEDROOM #1 1-61 24 oHazs7 UY5451 PROPOSED 2ND FLOOR PLAN LAYOUT AND DIMENSIONS PRO0ED , 13Y OTHERS 3 PRIVATE RESIDENCE 1320D MAIN ROAD, MATTITUCK, NEW YORK SCALE: 1 /4"=1 '-0° DATE: 3/2023 DRAWN BY.- MIKE THIS IS NOT THE WORK PRODUCT OF A REGISTERED ARCHITECT OR ENGINEER. THE FOLLOWING FLOOR PLANS, CROSS SECTIONS, AND ELEVATIONS ARE FOR ESTIMATING AND BANK PURPOSES ONLY. ALL MEASUREMENTS, LOAD BEARING DESIGNS, AND MATERIAL SIZING IS TO BE VERIFIED BY A LICENSED PROFESSIONAL. IT IS THE BUILDERS/HOMEOWNERS RESPONSIBILITY TO COMPLY WITH ALL LOCAL AND STATE CODE REQUIRMENTS. fi - 5 1—6 1/2 > 18'-8• o � RR YC—."> LLJ o ' o i Jill OO z BEDROOM 4 Oo KITCHEN �- 5-Y k2 A 1/81 CLOSET APARTMENT #2 HALL '' LIVING ROOM � C-> I- � F-= [d Pf!!ID Pla �Itll m � ��� llW A� 009R e � BATH Lill BATH y_� � oD 2/66/8 f-1 o ve BEDROOM #2 � � APARTMENT #1 w BEDROOM #1 r—s• 2'-0' oHsasi PROPOSED 2ND FLOOR PLAN LAYOUT AND DIMENSIONS FRONDED BY OTHERS LfL-ri PRIVATE RESIDENCE "= 13200 MAIN ROAD, MATTITUCK, NEW YORK SCALE: 1 /4°=1 '-0" DATE: 3/2023 DRAWN BY: MIKE THIS IS NOT THE WORK PRODUCT OF A REGISTERED ARCHITECT OR ENGINEER. THE FOLLOWING FLOOR PLANS, CROSS SECTIONS, AND ELEVATIONS ARE FOR ESTIMATING AND BANK PURPOSES ONLY. ALL MEASUREMENTS, LOAD BEARING DESIGNS, AND MATERIAL SIZING IS TO BE VERIFIES BY A LICENSED PROFESSIONAL. IT IS THE BUILDERS/HOMEOWNERS RESPONSIBILITY TO COMPLY WITH ALL LOCAL AND STATE CODE REQUIRMENTS. Fire Protection Specification 6. Sprinkler design layout & hydraulic calculations base EL General: D. Building Department Filing, Permits, And Certificates P 9 Y Y d off using Victaulic Quick I CODE COMPLIANCE NOTES 0 1 . The Sprinkler Contractor shall be a licensed, authorized installer of sprinkler systems 1. The Sprinkler Contractor shall file all required drawings and specifications with the Town Response Residential Pendant Head Model: V2740, K-Factor 4.9, with min supplied SP-I J o and shall have had a minimum of five years experience in the installation of of Southold office of Fire Prevention and shall obtain all inspection approvals and flow of 13gpm/head 7 psi to ensure minimum coverage area of 256 ft o; „ o N sprinkler systems. certificate of compliance with the Town Of Southold office of Fire Prevention. (16'x16'). Contractor must submit to Engineer specifications & hydraulic calculations I `\' LD w o for approval prior to substituting for any other head. USE & OCCUPANCIES 304 & 310 R-3 & B i o °' a 2. The drawings show the general arrangement of all piping and equipment and indicate E. Pipes And Pipe Fittings N R-3: 3 STORIES, UNLIMITED AREA -J o Q z o .Q HEIGHT & AREA required size and points of termination of the piping and suggest proper routes of G. Cutting Anc Patching B: 2 STORIES, 9,000 FT2 z z piping. however, it is not the intention of the drawings to show all necessary 1. CPVC: 1 . Do all cutting necessary for the installation of sprinkler work. Accurately layout work LU o a t z o 0 a. Product Description: MIXED USE BUILDINGS 508.3.3 R-3 8� B: I HOUR WITH FIRE SPRINKLER offsets, obstructions or structural commons. It shall be the responsibility of this P for which cutting is required, so as to avoid unnecessary large openings. cutting of o N contractor to install his work in such a manner that it will conform to the CPUC fire sprinkler pipe and fittings shall be extruded/molded from BlazeMaster beams, joists, floors or walls of the buildingwill not be permitted accept after U W �, CPVC compounds manufactured by Lubrizol Advanced Materials (or approved 1 p P REQUIRED SEPARATION 508.3.3.4.1 FIRE BARRIER 706, HORIZONTAL ASSEMBLY 711 - �_ L structure. Avoid obstructions, preserve headroom and keep openings and receiving approval of the Owners Representative. � �- equal). The pipe compound shall meet cell class 23547 and the fittings EXTERIOR WALL FIRE RATING 602 > 30' = 0 HOUR LL_ `" Q passageways clear without further construction of cost. compound shall meet cell class 24447 as defined by ASTM D1784. Both pipe 0 0- and fittings compounds shall be certified by NSF International for use with 2. Rough patching will be done by this contractor in a manner to accommodate finished FIRE BARRIER 706.3.9 R-3: REQUIRED; B: NOT REQUIRED 3. Upon review of sprinkler drawings prior to submitting the proposal, the Sprinkler potable water and shall be pressure rated by Plastics Pipe Institute (PPI). patching work. w w w w w Contractor shall inform the Engineer of any discrepancies or request clarification in AUTOMATIC FIRE SPRINKLER 903 NFPA TYPE 13D WITH QUICK RESPONSE HEADS 1.1 Pipe and Fittings 3. The Contractor shall firestop all penetrations of fire protection piping thru Fire/Smoke writing, if necessary, concerning the intent of the plans and specifications to provide a complete sprinkler installation. Later claims will not be recognized for a. Pipe shall meet or exceed the requirements of ASTM F442 material designation barriers above the hung ceiling. Refer to architectural drawings for locations. extra labor, equipment or materials should such procedure not be followed. CPVC 4120-06 in standard dimension ratio (SDR) 13.5. Additionally, the pipe Fire/Smoke stopping shall be 3M Fire Barrier CP 25 N/S Caulk. PROVIDE INTERCONNECTED HEAT DETECTOR SYSTEM WITHIN ATTIC AREA must be marked with the following pressure ratings: "320 PSI Q 73° F", "175 4. The scheduling of the sprinkler work shall be coordinated with the G.C. and with any PSI @ 150° F" and "100 PSI @ 180° F". H. Inserts, Hangers, Etc. EXISTING BUILDING CODE other necessary contractors. 1 . All sprinkler piping shall be substantially supported and shall comply with the standards CHANGE OF OCCUPANCY WITHOUT CHANGE OF OCCUPANCY CLASSIFICATION b. Fittings shall meet or exceed the requirements of ASTM F437 (schedule 80 of the NEPA for the installation of sprinkler systems and as required by the local 901.2 - ALTERATION LEVEL 3 bY� 5. The sprinkler system shall be complete with all pipe, fittings, valves, drainage system threaded), ASTM F438 (schedule 40 socket) or ASTM F439 (schedule 80 socket). and state codes. and valves, sprinkler heads, hangers and supports, also miscellaneous work items, C. Both pipe and fittings shall be Listed by Underwriters Laboratories for use in such as, signs as required, valve tags, and all other related equipment, apparatus, automatic fire sprinkler systems and shall bear the logo of the Listing Agency. 2. Hangers and their components shall be ferrous. Hangers shall be adjustable, or clevis and material items necessary for complete satisfactory operating and approved type See UL Fire Protection Equipment Directory, categories VIWT and HFYH. type. system. d. Both pipe and fittings shall be certified by NSF International for use with potable 3. Sprinkler piping or hangers shall not be used to support non-system components. water. 6. All pipe fittings, hangers, supports, sprinkler heads, etc., shall conform to the 4. Sprinkler piping shall be supported from the building structure which must support the e. Ancillary products (including, but not limited to fire stops, thread sealants, leak requirements of the Town of Southold and National Fire Protection Associations added load of the water-filled pipe plus a minimum Of 250 lbs. Applied at the detectors, etc.) coming into contact with pipe and fittings must be chemically P P P PP (NFPA) requirements as to types of materials, arrangements, sizes, and installation compatible with BlazeMaster@ CPVC pipe and fittings (reference the Lubrizol FB CTM point of hanging. lap in accordance with the latest addition of NFPA-13D. System Compatible Program). � z 5. Sprinkler piping shall be supported independently of the ceiling sheathing. ! EBF " Conditions of the Contract for Construction" AIA Document A201 and the 1.2 Solvent Welding s 7. The General a. All socket type joints shall be assembled with solvent cements that meet or yp j 6. When sprinkler piping is installed below ductwork, piping shall be supported from the �W Architects specifications as applicable are part of this contract. exceed the requirements of ASTM F493. Safe handling of solvent cements shall be in accordance with ASTM F402. Solvent cement shall be certified by NSF building structure, not from the ductwork. o B. Sope of Work: International for use with potable water, and approved by the manufacturers. The solvent cements shall be approved for use with BlazeMaster@ CPVC pipe and 7. Maximum distance between hangers shall not exceed 12' for 1 and 1 1/4" sizes nor 2,4 1 . The following is a general listing, not necessarily complete, of the work td be provided fittings. 15' for sizes 1 1 /2" and larger. and installed by the Sprinkler Contractor. a. Piping 2. Copper: I. Escutcheons b. Sprinklers a. Product Description: 1 . Provide escutcheons on all exposed piping passing through walls, partitions, floors and C. Hydraulic Calculations Copper tube shall be produced from copper alloy UNS C12200. Straight lengths ceiling. escutcheon shall be held in place by internal tension or set screw. d. ISO approval/FM Approval/Town Of Southold Fire Prevention approval shall be supplied in hard or annealed tempers. including submission of drawings by a New York State licensed PC. J. Guarantee 2.1 Pipe, Tube, and Fittings 1. Contractor shall guarantee for a period of one (1) year from the date of acceptance e. Testing a. Pie Copper Water Tube (Types K,L,M is produced in accordance with, ASTM B88 b the owner, all materials, f. Compliance With Drawings And Specifications p PP ( YP ) Y Apparatus and workmanship whether furnished by g. Permits And Building Department Filing approval including submission of and ANSI/NSF 61 . himself or by his subcontractors and he shall replace or repair in a manner drawings by a New York State licensed PC. b. Wrought copper and copper alloy solder joint pressure fittings conform to approved by the Owner's Representative, without cost to the Owner, any part or ASME/ANSI standard B16.22. Cast copper alloy solder joint pressure fittings part of the work which may prove defective or unsatisfactory within the period of h. Hydrant flow test of water supply conform to ASME/ANSI standard B16.18. All wrought copper fittings are NSF61 the guarantee. i. Shop Drawings registered . j. Inspection approvals and obtaining a certificate of compliance from the C. Both pipe and fittings shall be Listed by Underwriters Laboratories for use in 2. Arrange for inspection and tests of any and all parts of the work as required by the Town of Southold. Town Of Southold Fire Prevention office automatic fire sprinkler systems and shall bear the logo of the Listing Agency. See UL Fire Protection Equipment Directory, categories VIWT and HFYH. 2. Work shall include all sprinkler work furnished and installed. K Inspection And Testing a. All works shall comply with requirements of the latest addition of d. Both pipe and fittings shall be certified by NSF International for use with potable 1 . The sprinkler system shall be inspected and tested in accordance with the requirements water. of the local and state building codes, and the Town Of Southold office of Fire NFPA-13D, and all applicable New York State Building Codes. 2.2 Joining Prevention requirements. 3. Sprinkler layout shall be based on the locations indicated on the plans. The Sprinkler a. Soldering and brazing with capillary solder joint fittings is the most common way Contractor shall coordinate his work and work of all other contractors. The to join copper tube. Most soldering is done at temperatures of 177' to 288'C 2. The sprinkler system shall be subjected to a hydrostatic pressure test for a period of (350° to 5507), while brazing is done at temperatures of 593° to 843°C (110° two hours at a pressure of at least 200 psig or 50 psi in excess of the maximum Contractor shall notify the Engineer of any conflicts in writing between the other } to 1557). Other methods of joining are compression coupled, flared and pressure to be maintained when the maximum pressure in the system is in excess trades before installation of the sprinkler system. victaulic jointUJ of 150 psi as per NFPA. a a 4. Sprinkler system shall be: b. The choice for soldering or brazing usually depends on the copper tube operating conditions. Solder joints are generally used on system temperatures 3. Before sprinkler system is concealed, the authority having jurisdiction shall be notified a. A Hydraulically sized system in accordance with the standards of the NFPA P 9 J 9 Y Y P that do not exceed 121°C (250°F) while brazed joints are generally used on that the system is ready for inspection and testing. The Inspector shall witness the and and all applicable New York State Building Codes. systems with high internal pressures or operating temperatures between 121° and test. Final approval of the sprinkler system shall be obtained from the Town of b. Install system to conform with building structural, mechanical and electrical 177°C (250* and 3507). Silver soldering is generally used for below grade Southold. systems, either existing or proposed. applications. 5. These drawings are diagrammatic and indicate the general location of scaled F. Automatic Sprinklers dimensions shall not be used. Any dimensions not shown shall be obtained from 1. Provide automatic concealed pendent and pendent sprinklers in areas with suspended the original contract and modified architectural drawings. For exact locations, ceilings as shown per plans. Refer to specifications and sprinkler details, which are mounting heights, etc:., refer to original contract, drawings, and details. All indicated on drawings. z o w O 2 a' dimensions, etc., shall be verified by field check. 0 2.- Sprinkler shall be ordinary temperature rated unless it is installed near a heat source. o W En C. Shop Drawings and Data: refer to NFPA 13D (2016 ed.) Table 8.3.2.5 for minimum distance permitted from p 1. The Contractor shall submit, for approval fully coordinated shop drawings, capacity specific heat source to the sprinkler. - �", 0 data, hydraulic calculation and catalog cuts of the following: t,`011 Z 9 3. Sprinklers shall be spaced so that the maximum area protected by a single sprinkler C. Pipe and pipe fittings does not exceed its listed coverage. Tovvj� 03 T' 7 d. Sprinklers S(��TI`II�L.� 4. Sprinklers shall be positioned in accordance with their listing. e. Hangers and supports f. Sprinkler and piping layout 5. Sprinkler's characteristics shall be some in each compartment. g. Hydraulic calculations N h. Water supply flow test w01 � o o � 0 N CV N ALL PIPING FROM ZCA OU1 To SPRINKLER FIRE SPRINKLER SYSTEM LEGEND SYSTEMS SHALL BE 1'0 CPVC C-150 _1 0 0 o >- ,- ^ o N One SYMBOL DISCRIPTION o � � w o Z Q 0` -j-1 z Lo 1"0 BALL AND CHECK VALVES Zone D FIRE SPRINKLER HEAD - UPRIGHT L I oo a` z Q (TY'. FOR 4) lone _ �; — U) _ J o 0 w BV CV • FIRE SPRINKLER HEAD - PENDENT 0 zLLQ � o N o lone Z Z _ _ MULTIPLE ZONE SYSTEM LOOP MANIFOLD o Q N p F- 1 " O FIRE SPRINKLER HEAD - PENDENT CONCEALED \ c) � � � ^ � (PLUMBED IN TYPE "M' COPPER) ZCA 1 " I" ZONE CONTROL ASSEMBLY [ZCA] z FIRE SPRINKLER PIPING V- � (AS MANUFACTURED BY VICTAULIC - V) 0 za D IL FIRELOCK® SERIES 247 ) 1 » � Jo (TYP. FOR 4) ` ELBOW DOWN IN PIPING � m Z � Z w w ter ELBOW UP IN PIPING � yea C) 0001 0 BOTTOM TAP IN PIPING 1 " TOP TAP IN PIPING DOMESTIC WATER SUPPLY 1AIN FROM IN STREET 1 " ger F�°m 4 FIRE SPRINKLER MULTIPLE ZONE SYSTEM LOOP MANIFOLD RISER SP-2 SCALE: NONE 0 mz ---- �Sz O O O Sy I] R fang N�W • p• p d co E Ell d 7 0 0 OVL f -I -4" 10 - 7'-I° _ I 4'- 7,_O ) "' 2 5 5' - - _ 5 0 I" UP To ' IST FLOOR 0 \— N I" OWN To - ASEMENT 12' �� \o _ C L -1 6' 2, 10 5'-32' 6. 5 .22 41.211 - r� —IN i I" DOWN To I" UP To '0 I" UP To �, , I" DOWN To ONG RADIUS IST FLOOR 2ND FLOOR BASEMENT � I T L OR O° E BOW '0 (TYP. ALL) —� �o I" DOWN To BASEMENT I , I" UP To 2 *No EAD R IST FLOOR I" UP To o PER 8.3. IST FLOOR I" DOWN TO 2'-81 —d • p ° • p BASEMENT o = } _ 6' D - 7'-II° m W Q (ASP ) 5'-6.. Ln / a No m 0 U Q v 0 0 0 2-1 1 " ZONE CONTROL ASSEMBL D 6' N N N N (TYP. FOR 4) - 0 0 1"0 BALL AND CHECK VALVES (TYP. FOR 4) D 5' 10" c I" DOM. WATER SUPPLY •�4 I" UP OR I" DOWN TO 6'-10" —I (SEE RISER 4/SP-2) 91 2ND FLOOR - �— - ®� co IST FLOOR 10 �• P 4 P w . • • P 4 P .v . ' • D 4 d V F C D Z o W 6 o a > U w o Lu W u) e v O cn p p �• 4 V a .v '. �• v 4 V a .v D BURIED DOMESTIC WATER SUPPLY MAIN FROM IN STREET 1 FIRE ,`)PRINKLER LAYOUT — BASEMENT 2 FIRE SPRINKLER LAYOUT — IST FLOOR 3 FIRE SPRINKLER LAYOUT — 2ND FLOOR SP-2 SCALE: 1/4 SP-2 SCALE: 1/4" = 1'-0" SP-2 SCALE: 1/4" = 1'-0" � o a , 0 0 N I� 0 I FIRE SPRINKLER HYDRAULIC CALCULATIONS - ALL ZONE SYSTEMS SP-3 023/8 SCALE: N.T.S. J o J [60]] MAX HOLE 57 LU N Ln Uj 02Q N N J Fire Sprihkler System Hydraulic Calculations system"A"(Basement) MIN[51] C 0 a HOLE - U) Q N Equivalent Total Total J o o z co Individual -Net Size Quantity Description Length Equivalent Length 11/16 o Criss Total �� 4 [17] 9/16 [14] /� i �/ /� �/ TYPICAL CEILING TILE o Z D a o 0 1� �Q- Elbaw-�t5 1.4 t - ___.__._....... 0 ♦ i / o Q 5 -1 I z 1 Waterpressure in street 55 elbow-90° 5.3 ft = 5.3 o U a- G 1" a Elbow-'90°L 2,5 ft = 0 U 111/16 LL "�1111atermain Pipe Size 1" 1" 2 Tee-Run 1.7 ft = 3.4 ~ a [43] FINISHED SURFACE LL U o 0 ft" = 0 0 } 3 Deduct meterloss(size) 1"' @ 16gprim 2.0 53 1 0' Tee�-Branch S. = � 1" 2 WFAdapter 2.0 ft = 4 J o - m Z Z 4 Dedue head loss for elevation Total,ritting ft. 12.7 _ (02 15/16) _ N 22.5 ft 0.433 psi/ft 9.74 43.26 30 "Total'Pipingft. 30 42.7 [75] MAXIMUM EXTENSION 6.1 Deduct pressure loss for piping from control valve to Individual Net farthest sprinkler head. Loss Total 5.1 Deduct pressure loss from city main to sprinkler 42.7 ft 0.0435 psi/ft 1.86 2933 system control valve* System"B"(Office.Space } 1 3/16[30] � �i X �Equivalent Total Total" i� / ii TYPICAL CEILING TILE ol Size Quantity Description Length Equivalent Length Equivalent Total Total r " 0 Elbow--456 1.0 ft r 0 Size Quantity Description length Equivalent Length T 1 3/16[30] 1" 0 Elbow-90° 3.0 ft = 0 1" 0 Elbow-45Q 14 ft w 0 FINISHED SURFACE 1" 2 Elbow-90°C 2.0 ft = 4 T" 1 Elbow-90a 5.3 ft = 5.3 1x' 1 Tee.:Run 3.0 ft 3 1" 3 Elbow-J0°L 2.5 ft = 7,5 1n 1 Tee-Branch 7.5 ft� 7.S 1" 2 Tee-Run .1.7 ft = 3.4 MAXIMUM RECESS . = 1" 0 Valve-Ball 1.5 ft = 0 2 Tee-Branch 6.0 ft = 12. 4 CONCEALED PENDENT SPRINKLER HEAD DETAILS Total Fittingft. 14.5 1" 2 M/FAdapter 2.0 ft = 4 _ SP-3 SCALE: N.T.S. i" 30 Total Pipingft_ 30 44.5 'Totalrittingft. 32.2 1" 50.25 Total Pipingft. 50.25 82.45 fez 44.5 ft 0.06 psi/ft 2.67 40.59 6.2 Deduct pressure lossfor pipingfrom control valveto Individual Net P o farthest sprinkler head," boss Total 2 ----- 82.5 ft 0.0435 psi/ft 3.59 28.00 s 5.2 1" 1 D,+"heck Assemb 5.0 35.59 3 � } 1" 1 Zone Control Ass+ 4.0 31.59 "" „ W System C (Apartment#f1) r eon Equivalent Total Total . 6 Deduct ressure'loss f'or pipi control valve to Size Quantity Description Length, Equivalent Length P lm l farthest sprinkler head. See individualSystemstaics in 0 Elbow-45` 1,4 ft = 0 4 1" 1 Elbow-90" 5.3 ft = '5.3 Remain ing,pressure for individual sprinkler systems System Remaining 1" 6 Elbow--WL 2.5#t =. 15 operation Net Pressure 1" Z Tee-Run 1.7 fit - 3.4 Lr tM System 61 +two(2)heads @ 7psi/ea. 29.73 15.73 V 1" 2 Tee..Branch 6.0 ft = 12 O F'troftao c k 01,1119.System 61 +two(2)heads @ 7psi/ea. 28.00 :14.00 V1 -" 4 System 6.3 +two(2)heads @ 7psi/ea. 27.77 .13.77 J 1" 2 M/F Adapter 2.0 ft = b o :System 6,4 +two(2)heads @ 7psi/ea. 28.29 .14.29 -4 'Total 1 ittingft. 39.7 = 1" 48 Total Pipingft. 48 87.7 Notes: 1 _ 6.3 Deduct pressure loss for piping from control valve to Individual Net we Calculation Sheet"Based on Figure A.10,4.4(a} farthest sprinkler head. Loss Totalo �� Copper Pressure Loss Factors from Table A.10.4.4(b) 87.7 ft 0.0435 psi/ft 3.81 27.77 **CPVC pressure Loss factors from Table A.10.4.4(c) 8 System"D"(Apartment#2) 7 6 5 Equivalent Total Total Size Quantity Description Length -Equivalent Length 1" 0 Elbow-45* 1.4 ft Zone Control Riser Module �0 Elbow-9o° eft = o Can Be Mounted In The Horizontal Or Vertical Upflow Position 1" 3 Elbow-9TL 2.5 ft = 7.5 1" 1 Tee-Run .1.7 ft = 1.7 Parts Legend 1 Zone Control Riser Module 1" 1 "Tee-Branch 6.0 ft = 6 2 UI Listed Fm Approved Flow Switch (system Sensor 3 Pressure Gauge 1" Z WF Adapter 2.0 ft = 4 4 Isolation Valve For Gau e Total Fittingft. 19.2 5 Shut Off Valve offset Handle For Access On Both Sides = 6 Site Glass visible From Both Sides " 56.5 Total Pipingft. 56.5 75.7" 7 Test And Drain Valve handle on Both Sides 8 Grooved Drain Connection m o J 6.4 Deduct,pressure lossfor piping from control valve to individual Net 0 a farthest sprinkler head Loss Total 4 ZONE CONTROL RISER MODULE DETAIL a 75.7 ft 0.0435 psi/ft 3.29 28.29 SP-3 SCALE: N.T.S. F- Of � ZOf Z U w O " d cn a 0 U. 5 U WV) UJ0 J 0 in n N W U Q O n O N O a�d MEETS AND BOUNDS: o w� I C) (D Az Q O Lo O N N w N V � J NATHAN TAFT CORWIN nI1 o � Lo a 3 LAND 5URVEYOR 25) LICENCE #: 504G7oo QMAIN ROAD, JAMESPORT, NY 1 z urs � (G31 ) 727-2090 a � ° UTILITY POLE TO N/1 �� \ o Q in o z CD 0 BE RELOCATED coNG. CU95 SITE D ES i G N : w o a _U) CURS GUT --ELEC L -- -- ----------ELEC ELEC ELEC ELEC-- ELEOYERHEAD WIRES U N F- ELEC ELEC GONG. APRON LITY POLE JAMES DEERK05KI L�- � -" � OENGINEER V- O cvn NYT "313 c V ' �v N So3'1 2U E -12,5Q � LICENCE #: 072502 4 200 DEER PATH, MATTITUCK, NY o (G3 1 ) 298-71 1 G z w w �q w w w J I J = uj U UI U UI V SITS DATARy- 0V Y V W � WELL/� z j SCTM No,: 1000-114,00-11,00-009,001 EX, DRIVEWAY `� -- PROPOSED USE: TWO (2) APARTMENT / OFFICE SPACE �,� m U °�'v U ZONINCx DISTRICT: HAMLET BUSINESS 22' O 0 LOCATION: AREA: LOT COVERAGE: p w PROPERTY: 13,568 SQ, FT, ,311 ACRES O IL OtY EXISTING BUILDING: 2,198 SQ, FT. 16,2% �� (L EXISTING GARAGE: 630 SQ, FT, 4,6% f�v +- TOTAL: 2,826 SQ, FT, 20.8 0 w N u- ty z ! Q -- z PAR<ING CALCULATIONS - ` REQUIRED PARKING (TOWN CODE 280-11, 2P0-18): o ��� DRYWELL , I. ONE (1) BEDROOM REQUIRES: 1,5 PARKING SPACES � � oar 2, ONE (1) BEDROOM REQUIRES: 1,5 PARKING SPACIES �o �o�A "�� s" 185 80, FT, OFFICE SPACE REQUIRES: 8 PARKING SPACES �P 9 s z Q96 2 STY. FRAMED W v c�, O OjY NEW ASPHALT HOUSE LL J o W r W ' PROPOSED: TWO (2) ONE (U BEDROOM APARTMENTS / � � �' oo.. DRIVEWAY O �o 185 SQ. FT, OF OFFICE SPACE oQ �Zwo vo 'C� Q V Lu a • REQUIRED PARKING SPACES: 11 PARKING SPACES �o PROPOSED PARKING SPACES: 8 PARKING SPACES =_ z DRAINAGE CALCULATIONS O � ASPHALT DRIVEWAY AND PARKIN = 4,25 SQ, FT, Cs "- 4,25 SQ, FT, X 0,11 X 0,6 (102" RAIN PER HOUR) 436 C. F, a 61 GN: "EXISTING TRAFFIC T _ i EXPANSION 436 / 42,24 (8' DIA, RINGS) = 10,32 YIELD 1'0 ENTERING _ Pool j j� PROVIDE TWO (2) 6' DEEP 8' DIAMETER DRYWELLS `s TRAFFIC:" � � -- SI�YCLE o� ROOF AREA: 1,200 SQ, FT, sro>�AGi" i-!r:JiCAP RAMP: 10 SQ, FT, _ CL °- p TOTAL: 1,210 SQ, FT, x ,11 x 1 s 216 G,F, W p[ N !Y 21/42,24 (8' DIA, RING)= 5,11 EXPANSION- O (L O m POOL O U PROVIDE ONE (1) 6' DEEP S' DIAMETER DRYWELL r z SEPTIC ` TANK M z . -- LEACHING z _ 8 '\ POOL t;,'AY 8 201'r -- J zCHING IN . r l�rT)T�T�t/�i POOL LEACHING O Q EXPANSIONS ` POOL '\ POOL . } O Q Q Q ' 0 , LEACHIN ~ ~ ~ 0 ,% �� '\ POOL ' + a _ \ ` E 2 .1- in .1' '1 g4jy'7ER Jl LCL - lu CURSING CT•YP• U N c4 �' LEACH�1Cs\,' a W W O U Q ; co O a:_': Z Z Lu z O o 0 M ro z w 1 $T01�,1' NDICgP \ (� Z z w v o Vj z o 0 P N o o > > a _ FRAMED G,gRAG a�KI U _ d,{ Li O O z Lu T w w w OW 0- IL 22.1' \ �MIN 24') a a En _Q. o in Lu uj \ cr It .Q� O 3 Q curzBlNC rrYP.� O N 8205811-7 rr uj 12.3,ro33 a r- SITE PLAN SCALE: 1" = 10'-0" ^ � \0 \ N \ W fnCD c) a o 0 0 0 0 0 N N N N o N J o — o � o N Q o N N N J L()L o�- o � o♦ z Q i v Lv N _J oo Q > o z z m 025 o < F= w Z # � � LL_ U Lj OL w J Z ~ W W Z W J W W W I TATI Ljl . 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DAMPPROOF . . . . . . . . . . . . . ...... ........... 17'-11 ............... ...... ............. . . . .. . . . . . . ....... ............. . ........... . ............................. ..... . ......................... ... 16"X8"FTC, (2)#4 REBAR ................. .............. .............. ...................... ........................... .............. ...... ........ ....... ..... . ...... ....... ...... ........... .......... ......... ... ................................................. .......................... ....... ....... .. .. ..... ...... ........................ ...................... ....................... ........ TBELOW GRADE .... .. ....... .. ....... ... .............. .............. ............................... ........... ........... ... ....... ....................................... ......................... .... ...................... ................... ... . .................... ........*.......... .. . ........................... ............... ................... ............. . ....... ... ... ........ ............................... ....... ...... ... ... ... .... . ......... ........ ..... .. ...............-................. . ... ..... ........................... ....... ... ............ . . . ... ... ........ ................ . ................ ...... .. . . . . . . . . . .:-:-:.:.:.:.:.:.:-:.�+:.: -�.-'.... ....... ................I.............. . . . . . .. .... .. .. .. ................ . ................. ............ . . . . .. .. .... ................ .... ...................................... ......... .. . ... .. 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ML . .............. ....... .................................. . ....... ................ ....................................................... ........................................ ............. ......... ......... ..........:........... . ........ ................................... ................ . .................................. ........... .... ......... .............. ..... ................ . .. .........* ... . ........... ....... ................. ...................... ....... ....... ........... ........ V) .............. ...... .............................. ......... ..... .... .... . . . -: -:-:-:-, ..................................... L----------------------------------------- ---- -- ----- --- ...................................:. . ............. W 0 ....................I.......... ......................... .................. ....... ....... .,\t� .... .. ........... ........ EGRESS ............ +-................*....... ...... .. .............. ...................................... ............. ....I......... ............ ............................ ...................... .............................................................. ...............:....... ......... LLI TW3046-2 . .... i ..... ...... ......... ............................ ............... ..... ...... ........ ............... ............................. . ......... ......................... ...... ........... ............ .... . ... .... ......... .......... ....... . SECURE LEDGER TO BLDG. ........ ..... .......... c.............................. ............. ..... ............................... .......... ................................ .. .. .... wl(2)1/2'BOLTS 16-OC ........... ............... ................ .......... 0 0 .................. ............ ................................. ...... TW2846-2 ... ................ ............... . .. .... ........... .... .............. ............... 00 ................. .....I I........:. . .................. ............... ....:......... .... .............. 0 ....................................... .. .......... .................. ..................... ................ 1. PROVIDE (2) 5/8" TYPE-X FIRE RATED SHEErROCK 6'-8 .......... ..................................... ..................... ........... 00 x APARTMENT No. 1 APARTMENT No. 2 AT PERIMETER (AND AT WALLS ADJACENT .................................................................................... .... ............ 12dia.CONC.PIER ND col .......... r ............. x 2'X2'XI'CONC.FTG. ............................ OTHER APARTMENT) ..... ....... x"l MIN.TBELOW GRADE ......................... ....................... ............I..%...................... ------ ------- ............ ....... ........ ............................................. . . 60'-:jRkVEL m 2. PROVIDE 5/8" TYPE-X FIRE RATED AT CEILING ............... ..... I I I (2) 2X10 GIRDER 2 2X10 GIRDER 7-1 IRDER :�j (2) 2XlO G DER,, ----- --- ---- -- -------------- .. ........ '(3)2X8 ACQ GIRDER -_(3)2XP ACQ GIRDER '(3)2X8 ACQ GIR ............. . . . . . . . . . .... ss:�l - --+- - - - - + - ------ + ui L\ _ , L-- - - - I L 3. WALL BARRIER (FIRE PROTECTED) TO CONTINUE TO 0 TW2032 TW2032 ----- - --- - -- - - - ---- --- --- ---------- - - UNDERSIDE OF ROOF BETWEEN APARTMENTS. < 4 -12'-113" -'0'- 5/4 4. FIRE SPRINKLER SYSTEM, FIRE ALARM, CO DETECTORS 20'-4 3/4" AND FIRE EXTINGUISHERS TO INSTALL PER CODE. 7 LEGEND 2 0'-4 5/4 11 0 5. INSULATION (SEE DETAIL NOTES) OFFICE OFFICE 1. PROVIDE 2 HOUR PERIMETER (AND AT WALLS ADJACENT 5. STAIRS AND RAILING TO INSTALL PER CODE. 7" MAX. RISE, (Exist. Bldg) (New Addition) OCCUPANCY CHANGE) FIRE WALL (SEE DETAILS) EMERGENCY EXIT LIGHT ... .................. ...... ..... . ........ .................... . 11 TREAD. ....... ....... .... . 2. PROVIDE 2 HOUR FIRE RATED CEILING (SEE DETAILS) . ........ . ....... .................. .. ............. ....... ................. . ... ......... ........... MUNDATION PLAN 3. FIRE SPRINKLER SYSTEM, FIRE ALARM, CO DETECTORS LIGHTED EXIT SIGN APARTMENT No. 1 APARTMENT No. 2 AND FIRE EXTINGUISHERS TO INSTALL PER CODE. 5CALE: 114" 1 '-0" 2ND f LOOK . . . . .. ....... ui uj ............. . . . . . . . 4. INSULATION (SEE DETAIL NOTES) ............................. . . . . . . ........ .............. SMOKE DETECTOR 5CALff: 114" 1 '-0" z . . ....... . . . . . . ......... . ... . ... . . . . . ........ . . . . . . . . . . .... ........ 5. STAIRS AND RAILING TO INSTALL PER CODE. 7" MAX. RISE, 11 TREAD. cc co V) [L 0 0 m a: u- 0 0 U) V) U) DOOK 5CHF-DULE WINDOW 5CHEDULE 15T fLOOR V) 0- CL PRODUCT CODE QTY. WIDTH HEIGHT OPENING AREA Ll-VALUE PRODUCT CODE QTY. WIDTH HEIGHT OPENINGAREA Ll-VALUE U) (n 5CALE: 1/4" 1 '-0" (5011 < < INTEP,IOP, 1860-2 1 301 20.00 ft2 N/A AW351 1 3911 2811 7.58 ft2 0.27 ft2 1 8011 INTEKIOP\ 22x8O-2 1 44' 24.44 ft2 N/A IW2032 1 2411 3811 G.34 ft2 0.27 ft2 U) V) 8011 uj Lu INTERIOF\ 28x80 1 2811 15.55 ft2 N/A TW2432 1 28" 3811 7.38 ft2 0.27 ft2 cy- INTERICIP, 3060 1 3011 011 1 G.GG ft2 N/A TW2832 1 3211 38" 12.0 1 ft2 0.27 ft2 INTEP\IOP, 3Gx80 I 3GH 8011 20.00 ft2 N/A TW284G-2 1 3211 5411 24.02 ft2 0.27 ft2 NOTE: INTERIOR 4860 131-fOLD 1 811 801t 2G.GG ft2 N/A TW304G 1 Mll 5411 13.50 ft2 0.27 ft2 f IRE 5PRINKLER 5Y5TEM, IF IRE ALARM, AND EXTINGU15HEP.5 WILL 13F TW304G-2 1 301 5411 27.00 ft2 0.27 ft2 11\15TALLED A5 PER THE APPROVED TOWN VARIANCE AND IN EXTERIOR 3Gx8O 1 301 8011 20.00 ft2 0.27 ft2 ACCORDANCE WITH 2015 IBIS * THE LATE5T VER51ON Of Nf PA 13. EXTEMP, 3Gx84 1 3 11 8411 2 1 .00 ft2 0.27 V 6 7V C\J (\J - c' (\j 0 Top of Ridge — 4 Second Floor _ — _ _� o y Elev. 26Q '-11 O N Q O N N w F- J LL_ oON = O � � 0 z a F-- _ v — a , N / \ _j O 0 z J O+ Q V Ttr vent Th* V I•- r" Roof Roof Uj tVn o I Z : 0 O s^ 3" O Q ~ Z Z O � O LU CDQ W �' Top of PlateLn // \ U # N Second Floor �etMoom B�H oa° Cltchen Elev, 18'-2 2 ; / t LL U J 111 v 3• O ? ,�. 2nd Floor Lev DW 2nd IFloor Level J ~ m2" 2• I- - c.0. C.O.. Z Z 1- W W 3" 3• 2x12 ridge plate s W S V N V N Asphalt Roof Shingles EXISTiNG SECOND FLOOR KI "" HB Hnxm Top of Finished Floor a" Roof Sheathing ID Second Floor 11 2 3' 2x8 rafter 6 16 o,c, 3.25 I I ; Elev. e'-10 " t w/ R30 batt insulation - I I 4X4 Past let Floor Lav FIT I" 2x8 ceilin joist 10 16" o.c, i i tt and Railing °`Floc Leve. Top of Plate - - - - - g ___ _= - _- _-= =- -_ -=_-- -- -_-. --- --_ }- _------ =_=---- 3 0. e First Floor R38 batt Insulation 1______________________ Decking �o. - a" t - - - - - Eave to match exist( ------ - ----- — ---- — - ------_-___--_ L J o o CEILING ASSEMBLY RATING - 2HR. a CD o N N QUJ ANSI/UL 263 (DESIGN NO. L511) BEARING WALL RATING — 2HR. I Co o N Q ANSI/UL 263 (DESIGN NO. U301) 7 — _J o a z LU 16" O.C. 16" O.C. > U Q OO O o F= o L o LL — 0 w CD o °� CL LL v X 0- 0 a J ~ p } Z � Z � u L N U N 4 5 4 3 2 1 2 2X4'S FIRESTOPPED z-sus• 4 s s'. 5 5 i/2' L•r 1-UIP RESILIENT FIRST LAYER SECOND LAYER CHANNEL DETAIL END JOINT DETAIL END JOINT DETAIL 1. Flooring Systems — The flooring system shall consist of one of the following: 1. Nailheads — Exposed or covered with joint finisher. System No. 1 Subflooring — Min 1 by 6 in. T & G lumber fastened diagonally to joists. 2. Joints — Exposed or covered with fiber tape and joint finisher. As an alternate, nominal U31 Vapor Barrier— Nom 0.010 in. thick commercial rosin-sized building paper. 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer 1 baseboard. Joints reinforced. � �� o« Finish Flooring — Min 1 by 3 in. T & G and end matched, laid perpendicular to joists. s 2 1.5 � W 4 M O 1>> LL w F � 3. Nails — 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam, 1/4 in. diam heads, o . ; o � 2. Wood Joists — Min 2 by 10, spaced 16 in. OC and effectively fireblocked in d - and 8d cement coated nails 2-3/8 in. long, 0.113 in. shank diam, 9/32 in. diam heads. accordance with local codes. N OZ� 3. Cross Bridging — Min 1 by 3 in. or min 2 by 10 solid blocking. 4. Gypsum Board — * — 5/8 in. thick, two layers applied either horizontally or vertically. Inner loo layer attached to studs with the 1-7/8 in. nails spaced 6 in. OC. Outer layer attached to studs 4. Resilient Channels — Formed of 25 MSG gale steel, spaced 24 in. OC perpendicular over inner layer with the 2-3/8 in. long nails spaced 8 in. OC. Vertical joints located over studs. to joists and located 12 in. from each side edge of base layer gypsum board. Channels placed with 1/4 in. clearance at the ends and fastened to each joist with 1-7/8 in. long All joints in face layers staggered with joints in base layers. Joints of each base layer offset with I No. 7 Type S bugle head screws. Min end clearance of channels to walls: 3/8 in. joints of base layer on opposite side. Additional channels 60 in. long, placed adjacent to continuous channels at end joints of When used in widths other than 48 in., gypsum board to be installed horizontally. second layers of gypsum board (Item 5) and similarly secured. Channel ends to extend 6 in. beyond each side of joint. When Steel Framing Members* (Item 6) are used, base layer attached to furring channels with 4A. Steel Framing Members (Not Shown)* — As an alternate to Item 4, furring 1 in. long Type S bugle-head steel screws spaced max 24 in. OC; face layer attached with 1-5/8 in. channels and Steel Framing Members as described below: long Type S bugle-head steel screws spaced max 12 in. OC. a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to joists. Channels secured to joists as described 4A. Gypsum Board* — (As an alternate to Item 4) — Nom 3/4 in. thick, installed as described in in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double Item 4. strand of No. 18 SWG gals steel wire near each end of overlap. b. Steel Framing Members* — Used to attach furring channels (Item a) to joists. Clips spaced 48 in. OC., and secured to alternating joists with No. 8 x 2-1/2 in. coarse 4B. Gypsum Board* — (As an alternate to Items 4 and 4A)-5/8 in. thick, 2 ft wide, tongue drywall screw through the center grommet. Furring channels are friction fitted into and groove edge, applied horizontally as the outer layer to one side of the assembly. Secured as clips. Adjoining channels are overlapped as described in Item a. As an alternate, ends described in Item 4. Joint covering (Item 2) not required. of adjoining channels may be overlapped 6 in. and secured together with two self-tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the overlap, 6. Steel Framing Members — (Optional, Not Shown)* - Furring channels and resilient sound isolation with one screw on each flange of the channel. Additional clips required to hold furring channel that supports the gypsum board butt joints, as described in Item 5. clip as described below: A. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. 5. Gypsum Board* —Two layers of nom 5/8 in. thick, 4 ft wide gypsum board. When OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels resilient channels (Item 4) are used, first layer installed perpendicular to joists with end are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of joints located over bottom of joists. Gypsum board attached to joists with 6d cement overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with coated cooler nails spaced 1 in., 6 in. and 21 in. from each side edge in the field of the board. Butt edges shall occur under joists, fastened with nails spaced 1 in., 6 in., 15 in. two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on 0 J J J and 21 in. from side edges of board, and 1/2 in. back from butt edge. Second layer of each flange of the channel. Wallboard attached to furring channels as described in Item 4. Q Q 0 gypsum board secured to resilient channels with 1 in. long No. 7 Type S bugle head B. Steel Framing Members* — Resilient sound isolation clip used to attach furring channels (Item 6a) to Q screws spaced 12 in. OC with additional screws placed 3 in. from each side edge. End studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through joints of second layer offset from end joints in first layer, and secured to both resilient the center grommet. Furring channels are friction fitted into clips. channels as shown in end joint detail. Screws located 3/4 in. and 1-1/4 in. from side and end joints of boards. When Steel Framing Members (Item 4A) are used, sheets PAC INTERNATIONAL INC — Type RSIC-1. installed with long dimensions parallel with joists. Base layer attached to the furring channels using 1 in. long No. 7 Type S bugle head steel screws spaced 8 in. OC along butted end joints and 12 in. OC in the field of the board. Butted end joints shall be staggered min 2 ft. within the assembly, and occur midway between the continuous furring channels. Each end of each gypsum board shall be supported by a single length o of furring channel equal to the width of the gypsum board plus 6 in. on each end. The two furring channels shall be spaced approximately 3-1/2 in. OC, and be attached to m underside of the joist with one RSIC-1 clip at each end of the channel. Butted base Z o W o O oz an layer end joints to be offset a min of 24 in. in adjacent courses. Outer layer attached to the furring channels using 1-5/8 in. long No. 7 Type S bugle head steel screws spaced W u) o W 8 in. OC at butted joints and 12 in. OC in the field. Butted end joints to be offset a min Q W of 8 in. from base layer end joints. Butted side joints of outer layer to be offset min 18 0 o in. from butted side joints of base layer. W W 6. Finishing System - (Not Shown) — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw-heads. Nom 2 in. wide paper tape embedded in first layer of compound over all joints. As an alternate, nom. 3/32 in. thick veneer plaster may be applied to the entire surface of the gypsum board. N N � W 17 .3 � Q O O O n n n O O O N \ LL _.I O p n U .. o L0 N Q p N N F- WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS p c � UJ f— v zo Q N USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, o a z O uj z l w - z N I z U o p U \ Q F- o 0 O F- a o KING STUDS \ LU # pp Z o C U z ENDWALL RAFTER WALL STUD LCL U J CRIPPLE STUD BOTTOM PLATE o Q L o o RIDGE LEDGER BATHTUB HEADER OD DOUBLE JOIST w w w w SIDEWALL U N U N JACK STUDS _ RAFTER FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS E OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPF CONNECT TO 1 SID HOLD DOWN BOTH BOT.PLATE E 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RR 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING 1+24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER RAFTERS SILL PLATE(S) .0WALL SHEATHING MAINTAIN ' SIDEWALL FLASHING VENTILATION WOOD JOIST BLOCKING BLOCKING FOUNDATION � � ', � ', � ', � "_ - � TOP PLATE 2x4 L£DG£R FINISH WALL AND MOISTUR 1 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL SCUDS m4S OC BARRIER TO LAP FLASHIN�"s . AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL - MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND WALL STUD MINIMUM NET FREE VENTILATING AREA - - GUTTER INSTALL 4'0"O.C. ROOFING TO AVOID SOAK( G NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER THE SPACE VENTILATED. ALL OPENING 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS CONTIN. SCREENED VENT j SHALL BE COVERED WITH CORROSION- j CONTIN. SOFFIT / EXT. PLYWOOD ass ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH INSTALL 4'0"O.C. FLASHING TO FORM CI-IANi EL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 1/ INCH IN DIMENSION. SOFFITED EAVE RR. 8"-14" LSTA30 1-1/4"x30" 18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR g ON ALL OPENINGS GAP TO PREVENT CAPILL�+RY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO e 3��'� E� EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 0 V\N �� INSTALL 4'0"O.C. ACTION � CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS �P 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR y 0 y ON ALL OPENINGS K££P ROOFING NAILS OUT EACH RAFTER SOFFITED SAVE DETAILzuz w 10 o ��r Z j ,.lq O N 8w 2ND. FLOOR WALL / 6. .. _ �; .0. o 0 OF FLASHING o ' 4 �$ ko Y ROOFING LAPS BASE d�0Nl °e 2 N —_ FLASHING 4 INCHES \ Z0 BASE FLASHING WRAPS CORNERS RAFTER RIDGE CAP OF SAME 1QLL EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES At BASE MIN, 4 INCHES THROUGH VENT WOOD JOIST i TOP PLATE SIDE WALL FLA5H ING GIRDER/HEADER 1ST.FLOOIR WALL STAPPING TO BE ATTACHED TO WALL STUDS e48 OC r WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTER INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4'-8- LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ON ALL OPENINGS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE PENT FOLDS FROM PEAK TO ALLOW FREE INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO THE PROPER STEEL CONNECTOR. 8"-16" MSTA48 1-1/4"x48" 16ga.STRAP AND JACK STUDS AIR PASSAGE IF ABLE, SET FIR JOISTS APROX, 1/2" HIGHER THAN LVL HEADERS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. t REDUCE BUMP OUTS ON ALL OPENINGS PLATENVALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF DBL.SILL PLATE -7 TERMITE SHIELD SUBFLOOR SILL GASKET � WOOD JOISTS � CONTINUOUS CONC.SLAB NEOPRENE 1 I TYP.CONIC.FOUNDATION A GASKET '"--!1 ; DAMPPROOF EXTERIOR 6 MIL.POLY ��, ' BOLTED O STEEL BEAM WITH N -7EMIL POLY ON EXTERIOR GRANULAR FILL \ -, - v � STEEL COLUMN � ' '� � \\ � I 1/2 " DIA. BOLTS m 48" o.c. STAG. p CONC.SLAB ROOF JACK � 11 STEEL BEAM ` COMPACT FILL ^ \\ 4" x 1/4" x 8" STEEL " �J° ° ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING o FLASHING AT WITH 1/2" x b" ANCHOR BOLT o '� CONC. FTG. o • b o G o USE WITH 3x3 SQUARE WASHERS 1/2" GROUT o o ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) SIDES AND TOP p REINFORCING BAR FOUNDATION 5/8"'DIA.ANCHOR BOL _--' I I 3" STEEL COLUMN DRAIN TILE ANCHOR BOLT CONNECTION -- l 10 KIPS ) SUPPORTINGMAXIMUM SPACING FLASHING LAPS - , , SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36"OC } MIN. 3 STEEL COLUMN ANCHORED TO 24 x24 x12 CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING WHERE NEED m WALL BOTTOM PLATE TO FOUNDATION ui 1-2 STORIES 57"OC ROOF JACKS VENTS DETAIL & a a a FOR STRUCTURAL R BRACING. G. o J J J (SLAB-ON-GRADE a I � CONC.SLAB SUBFLOOR 6X6 10/10 WWM I DOOR FRAME GARAGE_ COMPACT FILL DOOR I I 0 JOIST USE 2X8 1 ` FOR BLOCKOUT 4" SLAB - I STEEL SEAM SLOPE P.T. PLATE �r` W/ 6X6 WMM 1/2" AIR SPACE 4'DRIVEWAY— s � . NOTCH JOIST AND ADJUST HEIGHT < (WITH A NAILING PLATE IF NEEDED) ` ^' AT END AND ,4 fQ/?` ° TO BE APROX. 1/2" OR HIGHER THAN GRADE a -"--zr--"--«--"-- G - DES OF WO - - ' SI OD yy t— �' D D •e STEEL BEAM TO ALLOW FOR SHRINKAGE rL A„ 4 Q d c BEAMS II- II—i EII �° a e . W W 6X6 W.W.M. I- (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 0 0 12" MIN. ,'o c o c ^ �'', Z!'8 n' o ���NOTCH BEAM FOR MUDSILL IF REQUIRED - MAXIMU I , ° n '„ ~� SUBFLOOR 0 0 •" a REINFORCING BAR NOTCH EQUALS I/4 DEPTH OF BEAM �-� o ° oo I I�J _' J REINFORCING BAR a ° _ -I� 'v..&-° �o I I —JOIST t m m DRAIN TILE I.� ►I ° SHEET METAL / 30" FELT UNDER BEAM At POINT VIII a L�'n �e �e I - I Z w o 0 a ° 12" ° 11 OF CONTACT WITH CONCRETE OR CONC. BLOCK S -� �_� -� �_ �m STEEL BEAM � a o 0 0 3U_ 0 0 TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) 04 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. A SHIMS TO LEVEL BEAM w w W `n `n REINFORCE FOOTING WITH l2) •4 REINFORCING BARS. PLATE !BOLTED TO BEAM) o N 0- o 3 MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET z ao L/) C2 w Lu >— > CODE: 2015 IBC, 2016 NYS UNIFORM SUPPLEMENT � � o N N — W N") -1 Lo H O O O 4 p N O i � o J o oN wPLAN CONTENTS: o N O (V p I. J GENE "K"OkAL NOTES LL In 0 E2 DESIGN CRITERIA CODE: 2015 IBC, 2016 NYS UNIFORM SUPPLEMENT o � Q N a — " Q �, 5'-0"MIN. (SEE PLAN) (SEE PLAN) (SEE PLAN) BATHROOM SPECIFICATIONS FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES —� o a � EXT. BALCONIES a Z N.T.S. DECKSoo o o ATTICS w/o STORAGE W — o Q W z Bathroom(s) are to be ICC/ANSI 2009 compliant SEE U o LU Uj+ o ° 6o MIN. DESIGN LOAD CALCULATIONS ATTICS w/ STORAGE 11 LL ,� � LL ROOF (GROUND SNOW LOAD) DESIGN LOADS _ = ALL DECK PLANK NAILS/SCREWS Water Supply and drain pipes under lavatories z4" 12" LL CLEAR a RAMP UP @ 1:12 MAX.INCLINE a (LANDING) TO BE STAINLESS STEEL pp y p p 36"GRAB BAR (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) O Z Q and sinks shall be insulated or otherwise (33-36"ABOVE FLOOR) BELOWCL co N N configured to protect against contact. There ® ROOMS (SLEEPING) � o N N shall be no sharp or abrasive surfaces under STAIRS zz w w w w U U N lavatories and sinks. f6-18!L- 5'MIN.F GAURDRAILS ANY DIRECTION 2 I LU Accesible lavatories and sinks are to comply CLEAR < o I p y EXPOSURE CATAGORY (DESIGNED FOR CAT.C) with Section 606 . FRONT ELEVATION 5'MIN. aRAMP DN. @ 1:12 MAX.INCLINE ACQ A clear floor or ground space complying LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION CLEAR DECK ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE X PLANKS with Section 305.3, positioned for foward " approach, shall be provided. Knee and toe VIER co . NAILING SCHEDULE SEE GENERAL NOTE PAGE N N clearance compling with Section 306 12"MAX PLANKS shall be provided. 42"MIN.—.l EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE C9 =4D FIRE PROTECTION Sym. SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS 2015 IBC R 3 The front of lavatories and sinks are to be ® ( - ) 34 inches maximum above the floor or SMOKE & CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH 2015 IBC ground, measured to the higher of the TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 5-0"MIN. SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN fixture rim or counter surface. ENERGY CALCULATIONS 2015 IECC Faucets shall comply with Section 309. SIDE ELEVATION Hand-operated, self-closing faucets shall NOTES: remain open for 10 seconds minimum. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ALL STRUCTURAL MATERIAL TO BE ACQ. Sinks are to be a maximum 6-1/2" deep. BRACE AND CROSS BRACE AS REQUIRED. GROUND WIND SEISMIC FROST WINTER 10ESHIELD BRACE UNDER RAMP STRINGERS BETWEEN Multiple compartment sinks shall have SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD EACH SET OF 4X4 WOOD POSTS. at least one compartment complying with HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED the requirement. SEE ELEVATION 34" MODERATE SLIGHT TO FOR RAILING& - 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE BALUSTERS - rn z RAILING TO CONTINUEZ „ 1'-0"PAST POSTS AT HEIGHT OF LAVATORIES AND SINKS os 33 =5; 3'-6 UPPER LANDING DECK AT TOP&AT BOTTOM �� �% E0 3 MIN. OF RAMP AS PER CODE a0 �V�a LANDING CONSTRUCTION CLASSIFICATION: TYPE V-A z P y �o _ FLOOR OR GROUND SURFACES LL ; N W F iE PERIMETER JOISTS 1X ACQ N.T.S. �by e �� 2X10 ACQ o STRUCTURAL ELEMENTS, EXTERIOR WALLS & INTERIOR WALLS �S 1 CD ecn 12"DIA.CONC.PIER ��� zd W EXCAVATE AND REFILL AS REQUIRED ARE OF ANY PERMITTABLE MATERIAL BY CODE. FOR RAMP INSTALLATION Floor or ground surfaces are to be stable, 1/2 �o firm, and slip resistant, and shall comply MAX with Section 302. Changes in level in floor RAMPS: or ground surfaces shall comply with OCCUPANCY CALCULATIONS (TABLE 1004.1.2)HANDRAIL Section 303. TF 11 11 11 1 RAMPS SHALL SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. CARPET ON FLOOR OR GROUND SURFACES 34"-38"HIGH Carpet or carpet the shall be securely LANDINGS: OCCUPANCY AREA S.F. OCCUPANT/ S.F. FLOOR AREA TOTAL OCCUPANTS RAMPS SHALL HAVE A LANDING AT BOTTOM AND TOP OF EACH RUN.LANDINGS attatched and shall have a firm cushion, SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WITH pad, or backing or no cushion or pad. Carpet SECTION 405 OF THE AMERICAN NATIONAL STANDARD(ANS). OFFICE $OO 1/lOO $ RAMPS THAT CHANGE DIRECTION AT LANDING SHALL HAVE A 60"X60"MINIMUM or carpet tile shall have a level loop, textured - 1/4" LANDING_ loop, level cut pile, or level cut / uncut pile MAX R-3 RESIDENTIAL 1398 1/200 7 HANDRAILS: texture. Pile height shall be 1/2 inch maximum. RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS COMPLYING 2-1/2"DIA.GALV. - = WITH SECTION 505 OF ANS.HANDRAILS SHALL NOT REDUCE THE REQUIRED VERTICAL CHANGES IN LEVEL BOLTS w/WASHERS ° 0 CLEARANCES OF A RAMP RUN OR LANDING. floor or ground surfaces and Shall trim along AND NUTS PER POST EDGE PROTECTION: the entire length Of the exposed edge. Carpet 4X4 ACQ POST EDGE PROTECTION COMPLYING WITH SECTION 405.9.1 OR 405.9.2 SHALL BE 2 PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. edge trim shall comply with Section 303. 1/4' 1 // a a Changes in level between 1/4 inch high PIER w!2'X2'Xl' LEGEND C.•p 'o HANDRAIL EXTENSIONS: 12"DIA.CONC. HANDRAILS FOR RAMPS SHALL HAVE EXTENSIONS COMPLYING WITH SECTIONS minimum and 1/2 inch high maximum shall SOIL COMPACTION: D o o 505.10.1 THROUGH 505.10.3(EXCEPT AT THE INSIDE TURN OF RAMPS). be beveled With a slope not steeper than 1:2. 1 NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR a° a FTG. @ G 0" ° a BEVELED CHANGES IN LEVEL EMERGENCY EXIT LIGHT ) •p BELOW GRADE •p TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. Changes in level greater than 1/2 inch shall (TYPICAL) D. nREMOVE AND ADD ADDITIONAL FILL AS NEEDED. EXTERIOR RAILING TO BE MIN. 42" ABOVE FINISHED DECK be ramped and shall comply with Section 405 or 406. LIGHTED EXIT SIGN 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR SURFACE PER NYS CODE, SECTION 1013 FOR ALL EXTERIOR ® DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE o n c WALKING AREAS 30" OR MORE ABOVE GRADE. Curb ramps on accessible routes shall comply 0 1 1® SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL with Section 406. TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. Slopes of curb ramps shall comply with Section ® SMOKE DETECTOR 3). DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 405.2. INCLUDING SUBFLOOR,IS COMPLETE. TYF ICo4L SECTION COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. "--1 A F CON6TRUCTION DETAILS r CONNECTIONS AND NAIL SCHEDULE m> 1 liT i�i � '`\I J J J d a a PER CHAPTER 23 OF 2015 IBC FIRE BLOCKING PER 2015 IBC CODE Q OR PER SECTION 2309 OF 2015 IBC FS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DL DESIGN LOADS 7 SCALE. %4" = I' FRAMING # OF CCMMON NAILS NAIL SPACING SHEATHING # OF COMMON NAILS NAIL SPACING 7 RAFTER TO TOP PLATE (TOE-NAILED) 3-8D PER RAFTER STRUCTURAL PANELS 8D 6" EDGE / 12" FIELD LOCATION: CEILING JOIST To TOP PLATE (TOE-NAILED) 3-8D PER JOIST ROOF DIAGONAL BOARD SHEATHING RAFTER TO TOP PLATE (TOE-NAILED) 4-16D' EACH LAP SHEATHING I"X6" OR I"X8" 2-81) PER SUPPORT CLIMATE ZONE: IIB ROOFFRAMING CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-16D' EACH LAP I"XIO" OR WIDER 3-8D PER SUPPORT RS REFERENCE STANDARDS DEGREE DAYS: 5750 0 0 RAFTER To TOP PLATE (TOE-NAILED) 3-81) PER TIE CEILING CEILING JOIST TO TOP PLATE (TOE-NAILED) 2-8D EACH END SHEATHING GYPSUM WALLBOARD 5D COOLERS 7" EDGE / 10" FIELD 7 DESIGN LOADS: J J CEILING JOIST TO TOP PLATE (TOE-NAILED) 2-16D EACH END LBS > STRUCTURAL PANELS BD 3 6" EDGE / 12" FIELD EXTERIOR BALCONIES 60 /T2 = m m I. INTERNATIONAL BUILDING CODE - 2015 EDITION LBS cn z o O 2-16D PER FOOT FIBERBOARD PANELS 7/16" 6D 3 3" EDGE / 6" FIELD DECKS 40 YT2 z o j o 0 TOP PLATE TO TOP PLATE: (FACE-NAILED) 2016 NYS SUPPLEMENT EDITION 4-16D JOISTS-EACH SIDE 25/32" 8D 3" EDGE / 6" FIELDLBS O a tz TOP PLATES AT INTERSECTIONS WW1"J.DOS.STATE.NY.US/CODE ATTICS 2O �T2 N o > 2-16D 24" O.C. GYPSUM WALLBOARD 5D COOLERS 7" EDGE / 10" FIELD WALL (FACE-NAILED) 16D 16" O.C. ALONG EDGE WALL HARDBOARD 8D 6" EDGE / 12" FIELD 2. AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) SLEEPING ROOMS 30 LB � o w W W FRAMING STUD TO STUD (FACE-NAILED) SHEATHING WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION LOBBY AREAS 100 �T2 2-16D PER STUD PARTICLEBOARD PANELS SD 3 6" EDGE / 12" FIELD 3 LBS v) U W HEADER TO HEADER (FACE-NAILED) DIAGONAL BOARD SHEATHING PER SUPPORTWW1^J.AUIC.ORG S Q Q TOP OR BOTTOM PLATE TO STUD z OFFICE AREAS 50 LB�TZ 2-16D PER FOOT I"X6" OR I"X8" 2-8D PER SUPPORT N N (END-NAILED) 3. SOUTHERN BUILDING CODE CONGRESS LeS z z I"x10" OR WIDER 3-8D ROOMS OTHER 40 YT2 0 0 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, INTERNATIONAL STANDARD FOR HURRICANE RESISTANT Ln S2 4-81) PER JOIST 6" EDGE / 12" FIELD STAIRS 40 LB�TZ w w ENDJOIST OR BLOCKING (FACE-NAILED) STRUCTURAL PANELS I" OR LESS 8D 6" EDGE / 6" FIELD RESIDENTIAL CONSTRUCTION � o- 2-8D EACH END GREATER THAN I" IOD WWW.SBCCI.ORG HANDRAILS 20 LB%T2 JOIST TO SILL, TOP PLATE OR GIRDER 2-81) EACH END FLOOR DIAGONAL BOARD SHEATHING PER SUPPORT 4. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-10) ROOF 45 LB (SNOW LOAD) FLOOR (TOE-NAILED) FRAMING 3-16D EACH BLOCK SHEATHINGI"x6" OR 1"x8" 2-8D PER SUPPORT MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER BRIDGING TO JOIST (TOE-NAILED) 3i-16D EACH JOIST I"XIO" OR WIDER 3-8D BASIC WIND SPEED 120 MPH STRUCTURES BLOCKING TO SILL OR TOE'PLATE ' WWW.ASCE.ORG UPLIFT 18 LB BLOCKING TO JOIST (TOE-NAILED) 3-8D PER JOIST %TZ 3-16D PER JOIST NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES DEAD LOADS IO LB%T2 (TOE-NAILED) 2-16D PER FOOT ON-CENTER AT THE PANEL EDGE. NOTE: LEDGER STRIP TO BEAM (''-ACE-NAILED) 'IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE. 'SEE MANUFACTUER'S SPECIFICTATIONS. FOR ALL ROOF PITCHES GREATER THAN LOADINGS & DESIGN SHALL DEFLECTION LIMITS: JOIST ON LEDGER TO BEAM (TOE-NAILED) COMPLY WITH AMERICAN SOCIETY OF CIVIL L ENGINEERS (ASCE 7-05) BAND JOIST TO JOIST (END-NAILED) MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, RAFTERS W/ NO FIN. CEILING ATTACHED L/120 BAND JOIST TO JOIST (END-NAILED) ASCE/SEI 2005. RAFTERS W/ FIN. CEILING ATTACHED L/180 N N — WALLS L/240 Q o 0 0 FLOORS L/360 0 0 0 ------ 0 D MEETS AND BOUNDS: MAO LCA o N APR 2 4 2011 Q o N cel A NATHAN TAFr CORWIN nl o LD o aw LAND SURVEYOR a 1DUILDING DEPT. 3 LICENCE #: 50467 a TO`VV OF SOUTiOLD 25) MAIN ROAD, JAMESPORT, NY Q CIL- Jj ° N ((;3 I ) 727-2090 W 0� UTILITY POLE TO C) Q 0 o BE RELOCATED y- \ z ° NC .__u S 1 TE DES 1 G N: � o � CURB CUT ELEC ELEC ELEC ELEC ELEC ELEC OVERREAD WIRES JAMES DEERKOSKI LL ELEC ELEC CONC, APRON LITY POLE u — ILL: V NYt •313 ENGINEER cUn N 803-1'2011 E -12.500' LICENCE #: 072502 - w � 200 DEER PATH, MATTITUCK, NY = o (G31 ) 298-71 1 G w W z m d J w w w U = J I VI U N �\ `n SITE DATA WELL/ W 9 --, SCTM No.: 1000-114.00-11.00-00 .001 EX. DRIVEWAY a�� In U PROPOSED USE: TWO (2) APARTMENT / OFFICE SPACE ��' 22' u 7 ZONING DISTRICT: HAMLET BUSINESS OU LOCATION: AREA: LOT COVERAGE: lu Q PROPERTY: 13,568 SQ, FT, 1311 ACRES O(?t EXISTING BUILDING: ZM8 SQ. FT, 16,21, (L EXISTING GARAGE: 630 SQ, FT, 4.ro% W TOTAL: 2,828 SQ. FT, 20,8% �'AR<NG CALCULATIONS Z REQUIRED PARKING (TOWN CODE 280-11, 280-18): Z X55 DRYWELL 1, ONE (1) BEDROOM REQUIRES: 1,5 PARKING SPACES 3�ti o<F 2, ONE (1) BEDROOM REQUIRES: 1,5 PARKING SPACER �o��o�A �ti� o"6 JP . , • �3, las SQ, FT, OFFICE SPACE REQUIRES: 8 PARKINcS SPACES STY. FRAMED w s 6:5,>v NEW ASPHALT Z J "} J�I cn O W 1-LOUSE LL j 1--G o W F � PROPOSED: TWO (2) ONE (1) BEDROOM APARTMENTS / o o o DRIVEWAY -�� O , 6 - � m 185 SQ, FT. OF OFFICE SPACE �o Q � $ a ` REQUIRED �S til Nyco �"" PARKING SPACES: 11 PARKING SPACES azo u �I' PROPOSED PARKING SPACES: 8 PARKING SPACES = Q DRAINAGE CALCULATIONS ASPHALT DRIVEWAY AND PARKING = 4,215 SQ., FT, 0 4,215 SQ, FT, X 0.11 X 0.6 60 2" RAIN PER HOUR) _ -436 C. F. SIGN: 436 / 42,24 (8' DIA, RINGS) = 10.32 "EXISTING': TRAFFIC T � � � EXFANSIO1N YIELD TO ENTERING': POOL �ROI/IIDE TWO (2) 6' DEEP 8' DIAMETER DRYWELLS E TRAFFIC" ul BI C<CLE ROC"F AREA: 1,200 SQ, FT, x'. sroRA� .,c� HA7ICAP RAMP: '70 SQ, FT, TOTAL: 1,710 SQ, FT, x .1'1 x 1 = 216 G,F, w jLr NO ; EXPANSIONS O 21/42.24 (S' DIA. RING)= 5.11 O m POOL O U PROVIDE ONE (1) 6' DEEP 8' DIAMETER DRYWELL CN CL 7 TRUSS [.�.A DING REQU IRED SEPTIC Lu TANK ; m APP OTD E Ec.£� f� COV - °L u Cz`� �' \ DATE: 5 B.P. �SPE'rG IC�'�1 LEACHING EOUIRED .P.g h� ® � POOL FEE: BY: z NOTIF BUILDING DEPARTM T ` 765-1802 8 AM TO 4 PL1 FOR THE EC_L ACI INCs FOLLO'�"Ji.'VG WSPECTONS: DRAINAGE NS EC" DNS ARE REQUIRED ' 1. FOUNDATIOt! - TWO REQUIRED ` r POOL tf) Contact TO En •ine rind nt 765-1560 before U! FrR POURED CONCRETE Gackfill,OR Pro 1de :ngineer's Certification a -- 2. ROUGH - FRAMING & PLUMBING that the dra nag h^ been installed to Code. LEACHING_ 3. INSULATION Q4. FINAL - CONSTRUCTION MUST q BE COMPLETE FOR C.O. } z r EXPANSIOM Pool POOL I � , ,-- Q, � ALL CONSTRUCTION SHALL MEET' THE o REQUIREIMENTS OF THE CODES OFNEW o Q a ryC0 ; LEACHI ,,yy��,, YORK STATE. NOT RESPONSIBLE FOR a ~ ~ 6�' Lu � `,` DESIGN OR CONSTRUCTION ERRORS. a POOL ER N i 3ta °% OCCUPANC 0I LEFL_ AdS UNL W 'U 31 O ►� COMPLY WITH ALL CODES OFUSE ! . / _ NEW YORK STATE & TOWN CODES WITHOUT C R IF '' % cuRBrN AS REQUI ED AND CONDITIONS OF lu a j O (rYP.� _ SOUTHOLD TO1AIN ZBA OF OCCUPA C LEACN�1Cs`'� qLu W _ z z j Eoo ;;:. SOUTHOLD TOWN PLANNING BOARD Oz w 105<20' � I�� 1.11 LL V HAND to ' I-ARKIN 'MEL) gRAGEICAp -'TESY FEED o w �.� i;Li-(;'iE CG'VERIN w o w ujU C1 z) LLI ""`" 2O PLUMBER CERTIF N CL 22. ' 24') ICA �1`.-"�hV' — v Q a ON LEAD CONTENT BEFOf�E `� _ "` _E 9'X r9' �rP•� _ p 1.. �.. o CERTIFICATE OF OCCUPANC,Y FIRE r r� 710 I N O SOLDER USED INWATER HEC` '" ¢ i 7-^�q �- s�/"p(_Y r'i r!- ", ". h1.07 0f' s�!;l 3G CUR BING (r1.F,J N UJ 123,X33� a r- SITE PLAN 0 SCALE: 1" = 10'-0" � N (\j W w) -1 Q OC) n n O O N N N N J o C N Q O N N LLJ J LL OO O\ z Q N _ O 0 } w a N J o az > o a 7 Z u Q o 0 o w 0 LU i- _U # oN I-- ® ® TEl � U � Ll ED 0 � < m J H Z ~ ~ W W W IFFT 1 [5 E LJ4 LJ ILI 1 111 di Li J I J I U V1 U Vl FM nm I Li RL-1 oz 0p5 FRONT ELEVATION RIGHT ELEVATION p,P � Eoei SCALE: 1/4" = V-O" SCALE: 1/4" = V-O" w c�P ° __ s i 0 4/ � o o } Q �g O Z Uz � zO S� j ;. w I-0 loop, O F �w �b6`YOH j CoQ �.o 1 1 d 9� eon S �GE<J �zdci pew I ® III CO w J J \ w / I lA / Tft LJLJ uj w REAR ELEVATION J F- J... �' ELEVATION SCALE: 1�4" = 1'-0" zoWo o a- SCALE: 1/4" = V-O" lL w � U W U)rn o O w u w uNi � Q o 0 of f� f\j � N N W No -1 Q O O n n O O N N -0 -------------- (D C) U) C) LO 0 0 c\j >- uj < 9 c\j F- LO 0 C) Z IL C:) of < 0 U) cn 0 < 7 " >: -J AD (D m U- c� < 0 0 z k CD 0� el\� c) < z C) r__ 0 CD < 0 RAMP uj c) CL (D RAMP TT__ z D 11 u 0 4'HIGH W LL L-) RAILING 0 5'MIN. 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'.I.I:.LW'.'.'.'.I.'.W",::::::::::::::::::::::,:::::::: I I I EGRESS ....... ............. I.............. ......­.............w...... 3 _.... ............w...ww............... .. ..... ......................W-................... .......... ........... ........... .......... ............. ........ .. ... ................. ......... ---------- ---- ----------- -- - - - - ----- -- --- -------- --- --------- ................. ........ ......... ...... % TW3046-2 ....... ...... ............... .............. ......... <C3 SECURE LEDGER TO BLDG. u ........ .................. ............ NO ..................... 0 ......................... ....:...w....... wl(2)1/2'BOLTS @16'OC 1 4 0 0 ........... TW2846-2 ..... ... ............ ........ ....... .................... .. oo ........................ .. .. ............. ........................ .........._W... .....w. ........I....... ............... ...................... .......... 1 PROVIDE (2 5/8- TYPE-X FIRE RATED SHEETROCK 6'-82 ......................... 00 AT PERIMETER (AND AT WALLS ADJACENT (D 12dia.CONIC.PIER APARTMENT No. 1 APARTMENT No. 2 2'X2'X]'CONC.FTG. ........ ...... OTHER APARTMENT) X ...... ........... ...... ........... ...... ........ MIN.3'BELOW GRADE ........... ......... ........ ......... . ... ------ .............. 60'.:::.Tk kVEL-:-:-. cn ........................... .......... 2. PROVIDE 5/8" TYPE-X FIRE RATED AT CEILING -------------------------- (2) 2X10 GIRDER (2) 2XlO GIRDER (2) 2XlO GIRDER ........... (3)2X8 ACQ GIRDER., '(3)2X8 ACQ GIRDER +1(3)2X8 ACQ GIRDER, Lli bit 3. WALL BARRIER (FIRE PROTECTED) TO CONTINUE TO TW2032 TW2032 --- ------ ------------------------- - - - (L UNDERSIDE OF ROOF BETWEEN APARTMENTS. ro -5 lt2 4 60 5/4'I 4. FIRE SPRINKLER SYSTEM, FIRE ALARM, CID DETECTORS 20'-4 /4" 01 r -t 01 AND FIRE EXTINGUISHERS TO INSTALL PER CODE. LEGEND 01 20'-45/4 ro 12'-09/4 5. INSULATION (SEE DETAIL NOTES) OFFICE OFFICE 1. PROVIDE 2 HOUR PERIMETER (AND AT WALLS ADJACENT 5. STAIRS AND RAILING TO INSTALL PER CODE. 7" MAX. RISE, (Exist. Bldg) (New Addition) OCCUPANCY CHANGE) FIRE WALL (SEE DETAILS) EMERGENCY EXIT LIGHT 11" TREAD. ................... ....... ... ................ ...... 2. PROVIDE 2 HOUR FIRE RATED CEILING (SEE DETAILS) ...........w....W.. ..... ........... . .... ........... . ..... .. ........ ... ........ ... ................. .............. ........ ................. ...... 3. FIRE SPRINKLER SYSTEM, FIRE ALARM, CO DETECTORS LIGHTED EXIT SIGN fOUNDATION PLAN- 2ND f LOOK APIA.R.T.MENT W..N..o 1 APA-R-TM-ENT N.o. 2 AND FIRE EXTINGUISHERS TO INSTALL PER CODE. 5CALE: 114" 1 '-0" . . . . . . . . . . . . . . ..................... .... . ... . . 4. INSULATION (SEE DETAIL NOTES) SMOKE DETECTOR 5CALE 114 1 0 ......... ...... ....... . . . . . . . . . 5. STAIRS AND RAILING TO INSTALL PER CODE. 7" MAX. RISE,11" TREAD. m a E 0 > u u- 0 V) 0 En 15T f LOOK DOOR 5CHEDULE WINDOW 5CHEDULE co CL 1-011' PRODUCT CODE QTY. WIDTH HEIGHT OPENING AREA U-VALUE PRODUCT CODE CITY. WIDTH HEIGHT OPENING AREA LI-VALUE L- 5CALE 114 1 8011 < INTERIOR I 5x80-2 1 301 20.00 ft2 N/A AW351 1 3911 28" 7.58 ft2 0.27 ft2 W z 0 INTEP�OR 22x8O-2 1 4411 8011 24.44 ft2 N/A TW2032 1 2411 3811 G.34 ft2 0.27 ft2 L/) I > '5011 3811 INTERIOR 28x8O 1 2611 15.55 ft2_ N/A TW2432 1 28" 7.38 ft2 C).2 7 ft2 INTERIOR 30x50 1 30" 80" 1 G.GG ft2 N/A TW2832 1 3211 3811 12.01 ft2 0.27 ft2 INTERIOR 3Gx8O I GII 801t 20.00ft2 N/A IW284G-2 1 3211 5411 24.02 ft2 0.27ft2 8011 ll NOTE: INTERIOR 48x80 131-fOLD 1 4811 2G.G(; ft2 N/A TW3 04 G 1 0 5411 13.50ft2 0.27ft2 FIRE 5PRINKLER 5Y5TEM, f IRE ALARM, AND EXTINGU15HERS WILL BE TW304G-2 I 3GIl 5411 27,00ft2 0.27ft2 11\15TALLED A5 PEP, THE APPROVED TOWN VARIANCE AND IN EXTERIOR 3Gx8O 1 301 801, 20.00ft2 0.27 ft2 ACCORDANCE WITH 2015 IDC THE LATE5T VER51ON Off NfPA 13. EXTEP\10p\ 3Gx84 1 301 8411 2 1 .00 ft2 0.2 U32 Ll C\i ---------- 0 Top of Ridge Second Floor _I o CT o Q O N N LU LEI LL I Lo 2 O � C U, z 0- V)= «s a N 0 a � _I o nQ� z i 0 V.+ TFru VeM.Tlru LL < < Rod Rod LLJ N o I Z U Q Q L1J CD Q v Tap of Plate U # oN C ~ Bedroom Be�Yroo" KltcMn Second Floor Elev. 18'-2 �I t LL I— — o L, LL U U J 3" O U Q 2d Floor LevI 2nd Floor Level di 2" 2• � � m C.O. C.O. 2 1... Z ,- 2x12 ridge plate 3 3 N N Asphalt Roof Shingles EXISTiNG SECOND FLOOR Top of Finished Floor a" Roof Sheathing Second Floor 2 3 2x8 rafter ID 16" o.c. Elev. e'-10 a" t w1 R30 batt insulation 3'25 - I' 4x4 Post s,Floo Lev 'j and Railing r 2x8 ceiling ,joist 's 16 o'c' et Fiear Leve Top o, Plate _ _ _ _ _ i �.0. R38 batt insulation '______________________, ec Dkin C.O. m First Floor 9 V. - - - - - )„ - - - - Eave to match extsti s ---------------------- 2x1O Floor Joists Elev. B'-Il a t „ 9" 2- 2x6 wall plate ° 16 o'c' C.O. Trp To A roved EXTERIOR WALL CONST, (TYP.) 4 3 x Girder 5g" drywall board FLUM (N SCHEMATIC 2x4 wood stud wall 6 16" o,c, R21 batt insulation EXISTING FIRST FLOOR !2 " exterior grade plywood sheathing cedar siding on building paper = 6x6 post Finish floorin 'ntsh floor height m o match existing ' 3/4" I wood subfloor, glued t screwed- t l Top of Finished Floor is� 10 First Floor 2x6 bottom plate Elev. 0- 2x12 FJ 6 16" o.c. - 2x6 sill plate, w/ 1/2"x18" hooked anchor bolt w/3/8" washer at top m 4'-0" o.c", _ 12" from corners and openings- typ, EXISTING BASEMENT aPo ss 8" thick concrete foundation wall 24" x 36" �� a3o<0 on 16"W x 8"D concrete footing :a .' Concrete Sonotube �0 �V\P ti,, OE P CP To of Slab 8" thick concrete foundation wall LL tl o o W U s 2 oc vi w >> Basement e 6 ° Top on 16"W x 8"D concrete footin 0 1 �" LL Elev. -8'-O" t - - - - - - �v0 oe � o dlcan S 10�� rczdci iSO V,W qQ0 Z=KQ C 1 ..A/ !/ ase/ECT I O N. SCALE: i14" ,1-011 2. Q Q ._—_—O Q2" Q —_O O Q O O O 2 O° o0@ O° o FASTENER TYPE SPACING -- -- ---- - ---_11 No.8 WOOD SCE^ BAS[D ANCHOR WITH 16"OC U-1 CO .V 2m.EMIEDMENT LENGTH O 1! @ O O O O O O Of F" No 10 WOOD-SCREWSQ Q BASFD ANCHOR WITH 16"OC ji Q , Q Q 2,n.E`TEDPIr NT LENGTH _ a _- - — -- r ---- --- --i 111 � 1(4 d .LA SCREW - - BA.,CD ANCHOR W:TH 16"OC 2-EMBEDMENT LENGTH j O O I O O O O O O 3/4"APA PLYWOOD it SHEATHING 1/2"APA RATED SHEATHING GRADE PLYWOOD O O ! O O 0 O —_ (ALTERNATIVIVE:7/16"0.5.6.) Q I Q 1/2"ARA RATED SHEATHING it GRADE PLYWOOD II (ALTERNATIME:7/16"O.S.B.) O @ I O O O O O O 1- FASTENER TYPE. SPACING: I i p, ,IL 2%4 DF#2 No.8 WOOD SCPEW STUDS EASED ANCHOR WITH 10"DC O° @ ' 2-EMBEDMENT LENGTH I•, WINDOWSILL TYPICAL WINDOW OPENING No.10 ANCHORWIIH --- H D BASEU ANCHOR WIl H 12"OC ( J PANEL SPAN EQUAL OR SMALLER 2n.EMMDMEN7 LFNGTH I m THAN 4 FEET 1/4-d,,.IAGscRFW z I- BASED ANGOR WITH 16"OC O QO O d K F=- 2in.EMBF_DMENT LENGTH I I 1 11 U OLL O O O O O TYPICAL DOOR OPENING FASTENER TYPE: SPACING: � O X PANEL SPAN GREATER THAN 4 FEET U) CL MULTIPLE PLYWOOD ASSEMBLIES = W AND EQUAL OR SMALLER TOGEETT1H+R WITH STAINLESS STEEL No.8 WOOD SCREW THAN 6 FEET OR GALVING ED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC Q AND NUTS @ 2'-0"O.0 2in EMBEDMENT LENGTH 0 No.10 WOOD-SCREWS Z TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH oc N 2i,.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET w AND EQUAL OR SMALLER BASE d a.ANCHOR WEW Q BASED ANCHOR WITH 16"OC THAN 8 FEET 2+n EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. I ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. III HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. N N W �0 _t Q O O 0 � � t\ n O O N N LC _I o — o CEILING ASSEMBLY RATING - 2HR. a o N NLU ANSI/UL 263 (DESIGN NO. L511) BEARING WALL RATING - 2HR. o C� 0 o z Q a ANSI/UL 263 (DESIGN NO. U301) i- o o >: _ N o a z w o w 16" O.C. 16" O.C. 7- z j C) ZF_ o — z � o W o Q co � V) _U # � � _JF n LL — 3�: � Q a IL o - m w Z w � w w u w N U N 4 5 4 3 2 1 2 2X4'S FIRESTOPPED 2-5r8".o C;Z I I- 4 5 8" 5 5 1/Z" 1/2" 1/2" L� 1— 14. � RESILIENT FIRST LAYER SECOND LAYER CHANNEL DETAIL END JOINT DETAIL END JOINT DETAIL 1. Flooring Systems — The flooring system shall consist of one of the following: 1. Nailheads — Exposed or covered with joint finisher. System No. 1 Subflooring — Min 1 by 6 in. T & G lumber fastened diagonally to joists. 2. Joints — Exposed or covered with fiber tape and joint finisher. As an alternate, nominal Enz Vapor Barrier — Nom 0.010 in. thick commercial rosin-sized building paper. 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer "5Z baseboard. Joints reinforced. ��"' �`� �0����A °tib oN� Finish Flooring — Min 1 by 3 in. T & G and end matched, laid perpendicular to joists. �P �}s '� � e Z 'a ri �d2S 3. Nails - 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam, 1/4 in. diam heads, - 4 W 2. Wood Joists — Min 2 by 10, spaced 16 in. OC and effectively fireblocked in and 8d cement coated nails 2-3/8 in. long, 0.113 in. shank diam 9/32 in. diam heads. y"&_6�0 _ �oQ�w o accordance with local codes. 4. Gypsum Board — * — 5/8 in. thick y pp y y 3. Cross Bridging — Min 1 by 3 in. or min 2 by 10 solid blocking. yp , two layers applied either horizontal) or vertically. �o layer attached to studs with the 1-7/8 in. nails spaced 6 in. OC. Outer layer attached to studs 4. Resilient Channels — Formed of 25 MSG galy steel, spaced 24 in. OC perpendicular over inner layer with the 2-3/8 in. long nails spaced 8 in. OC. Vertical joints located over studs. to joists and located 12 in. from each side edge of base layer gypsum board. Channels placed with 1/4 in. clearance at the ends and fastened to each joist with 1-7/8 in. long All joints in face layers staggered with joints in base layers. Joints of each base layer offset with No. 7 Type S bugle head screws. Min end clearance of channels to walls: 3/8 in. joints of base layer on opposite side. Additional channels 60 in. long, placed adjacent to continuous channels at end joints of When used in widths other than 48 in., gypsum board to be installed horizontally. second layers of gypsum board (Item 5) and similarly secured. Channel ends to extend 6 in. beyond each side of joint. When Steel Framing Members* (Item 6) are used, base layer attached to furring channels with 4A. Steel Framing Members (Not Shown)* — As an alternate to Item 4, furring 1 in. long Type S bugle-head steel screws spaced max 24 in. OC; face layer attached with 1-5/8 in. channels and Steel Framing Members as described below: long Type Sbugle-head steel screws spaced max 12 in. OC. a. Furring Channels — Formed of No. 25 MSG gals steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to joists. Channels secured to joists as described 4A. Gypsum Board* — (As an alternate to Item 4) — Nom 3/4 in. thick, installed as described in in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double Item 4. strand of ND. 18 SWG gals steel wire near each end of overlap. b. Steel Framing Members* — Used to attach furring channels (Item a) to joists. Clips spaced 48 in. OC., and secured to alternating joists with No. 8 x 2-1/2 in. coarse 4B. Gypsum Board* — (As an alternate to Items 4 and 4A)-5/8 in. thick, 2 ft wide, tongue drywall screw through the center grommet. Furring channels are friction fitted into and groove edge, applied horizontally as the outer layer to one side of the assembly. Secured as clips. Adjoining channels are overlapped as described in Item a. As an alternate, ends described in Item 4. Joint covering (Item 2) not required. of adjoining channels may be overlapped 6 in. and secured together with two self-tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Additional clips required to hold furring 6. Steel Framing Members — (Optional, Not Shown)* - Furring channels and resilient sound isolation channel that supports the gypsum board butt joints, as described in Item 5. clip as described below: A. Furring Channels — Formed of No. 25 MSG gals steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. 5. Gypsum Board* — Two layers of nom 5/8 in. thick, 4 ft wide gypsum board. When OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels resilient channels (Item 4) are used, first layer installed perpendicular to joists with end are overlapped 6 in. and tied together with double strand of No. 18 SWG gaiv steel wire near each end of joints located over bottom of joists. Gypsum board attached to joists with 6d cement overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with coated cooler nails spaced 1 in., 6 in. and 21 in. from each side edge in the field of the board. Butt edges shall occur under joists, fastened with nails spaced 1 in., 6 in., 15 in. two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on co 0 J J and 21 in. from side edges of board, and 1/2 in. back from butt edge. Second layer of each flange of the channel. Wallboard attached to furring channels as described in Item 4. > Q Q C, F: gypsum board secured to resilient channels with 1 in. long No. 7 Type S bugle head B. Steel Framing Members* — Resilient sound isolation clip used to attach furring channels (Item 6a) to screws spaced 12 in. OC with additional screws placed 3 in. from each side edge. End studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through joints of second layer offset from end joints in first layer, and secured to both resilient channels as shown in end joint detail. Screws located 3/4 in. and 1-1/4 in. from side the center grommet. Furring channels are friction fitted into clips. and end joints of boards. When Steel Framing Members (Item 4A) are used, sheets PAC INTERNATIONAL INC — Type RSIC-1. installed with long dimensions parallel with joists. Base layer attached to the furring channels using 1 in. long No. 7 Type S bugle head steel screws spaced 8 in. OC along butted end joints and 12 in. OC in the field of the board. Butted end joints shall be staggered min 2 ft. within the assembly, and occur midway between the continuous furring channels. Each end of each gypsum board shall be supported by a single lengthuj of furring channel equal to the width of the gypsum board plus 6 in. on each end. The z two furring channels shall be spaced approximately 3-1/2 in. OC, and be attached to underside of the joist with one RSIC-1 clip at each end of the channel. Butted base Zz w o zo layer end joints to be offset a min of 24 in. in adjacent courses. Outer layer attached to o Fr o 0 the furring channels using 1-5/8 in. long No. 7 Type S bugle head steel screws spaced w N u `, Lu W 8 in. OC at butted joints and 12 in. OC in the field. Butted end joints to be offset a min ° _ N of 8 in. from base layer end joints. Butted side joints of outer layer to be offset min 18 in. from butted side joints of base layer. 6. Finishing System - (Not Shown) — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw-heads. Nom 2 in. wide paper tape embedded in first layer of compound over all joints. As an alternate, nom. 3/32 in. thick veneer plaster may be applied to the entire surface of the gypsum board. N N W I0 � Q O O � 1 � n n O O N N rl o —1 0 C) O` .� J o Oli0 Q O N N H J WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS �_ o 0LLJ \�' Q " UJ Q z Q u Z Q N fLD USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. � o o . � w Z o a Z u 0 ' D L) C) — •� o Q F- o z o F- Q ^ o Lli KING STUDS \ \ U # a z: z IL ENDWALL 0 LL— RAFTER WALL STUD LL U J CRIPPLE STUD BOTTOM PLATE Q U RIDGE BATHTUB HEADER LEDGER w DOUBLE JOIST m Z Z w w SIDEWALL U fn U N RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPT= CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD L ROOF I LSTA24 1-1/4"x24"20ga.STRAP JAPPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING 624"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP --- CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER RAFTERS SILL PLATE(S) WALL SHEATHING MAINTAIN VENTILATION WOOD JOIST SIDEWALL FLASHING BLOCKING BLOCKING FOUNDATION _ _ ', _ ', _ ', _ ', _ TOP PLATE 2x4 LEDGER ' - - - - FINISH WALL AND MOISTUR 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS 648"OC BARRIER TO LAP FLASHIN ' AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL — MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. ROOFING TO AVOID SOAK( G THE SPACE VENTILATED. ALL OPENING 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS CONTIN.SOFFIT$CEXT. PD WO DF3 ON ALL OPENINGS PROVIDE HEMMED EDGE T SHALL BE COVERED WITH CORROSION- o RESISTANT METAL MESH WITH MESH INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 1~ INCH IN DIMENSION. SOFFITED EAVE 0 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO 3� _« ON ALL OPENINGS GAP t0 PREVENT CAPILL RY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR ��` N'� ENS EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND O O\A ti� D INSTALL 4'0"O.C. ACTION CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS A JPS 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR 1' c� ?. c o o > 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS EACH RAFTER SOFFITED EAVE DETAIL W ON ALL OPENINGS KEEP ROOFING NAILS OUT Z c ' �z � 8w 2ND.FLOOR WALL OF FLASHING 6 .y; �o• � U. j ,m w FSS / ROOFING LAPS BASE �0HI 5�° B� FLASHING 4 INCHES Z 0 BASE FLASHING WRAPS CORNERS RAFTER RIDGE CAP OF SAMEoo EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN, 4 INCHES a THROUGH VENT WOOD JOIST S��E WALL �LASHING TOP PLATE GIRDER/HEADER i � • 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 648"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES — PROVIDE HEMMED EDGES SO RAFTER INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4"-8" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS KEEP SHEATHING MIN, 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TOTHE PROPER STEEL CONNECTOR. 8'-16" MSTA48 1-1/4"x48"16ga. STRAP AND JACK STUDS AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER CONFORM t0 SLOPE PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE. 4 REDUCE BUMP OUTS DBL.SILL PLATE O TERMITE SHIELD r SUBFLOOR SILL GASKET WOOD JOISTS CONC.SLAB NEOPRENE2x6 /2x8 CONTINUOUS WOOD PLATE _ ' I TVP.CONC.FOUNDATION C 6 MIL.POLY v GASKET DAMPPROOF EXTERIOR GRANULAR FILL _ BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR STEEL COLUMN -7 ` I 1/2 " DIA, BOLTS 6 48" o.c. STAG. � n /� ( v a ° a o ° ROOF JACK // ( I ' STEEL BEAM , CONC.SLAB p \ ° ^ COMPACT FILL �- \ ^ � 4" x 1/4" x 8" STEEL a p / �° ^ ROOFING LAPS � ' TOP AND BOTTOM PLATE KEYWAY FOOTING c v ° 4 ° 4, FLASHING AT I WITH 1/2" x Co" ANCHOR BOLT c ° C'p 4 =� CONC. FTG. p Q'p G o USE WITH 3x3 SQUARE WASHERS SIDES AND TOP � 1/2" GROUT • o ANCHOR BOLT CONNECTION ° (USP LBPS58 OR BP583) ` p REINFORCING BAR - 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION5/8"DIA.ANCHOR BOL ,,, ,-' I � i SUPPORTING MAXIMUM SPACING FLASHING LAPS l 10 KIPS ) SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC ' MIN. 3 STEEL COLUMN ANCHORED TO 24 x24 x12 CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING m WHERE NEEDED FOR STRUCTURAL BRACING, o J J WALL BOTTOM PLATE TO FOUNDATION > d c SLAB-ON-GRADE? 1-2 STORIES 57"OC ROOF JACKS 4 VENTS DETAIL Of a Q I r suBFLooR CONC.SLAB _I DOOR FRAME 6X6 10/10 WWM GARAGE COMPACT FILL DOOR I G JOIST USE 2X8 FOR BLOCKOUT STEEL BEAM P.T. PLATE � W/ 6X6 WMM e SLOPE 4 DRIVEWAY—� NOTCH JOIST AND ADJUST HEIGHT 1/2 AIR SPA�CE �)/27 (WITH A NAILING PLATE IF NEEDED) AT END AND p e e ° e e a e , s a o , `;^ iI ° < ° o TO BE APROX 1/2n OR HIGHER THAN - - IDES OF WOOSTEEL BEAM TO ALLOW FOR SNRINKAG EGRADE Soa 4 n a c BEAMS W 6X6 W.W.M. ,_ _ _ _ (PROVIDE STRAPPING TO f<EEP JOISTS ALIGNED) _ _ _ _ _ ° �, _ 11 A 0 o p 11=1111— I II MIN. �,'° ^ 'a C'a /!' ° _\� NOTCH BEAM FOR MUDSILL IF REQUIRED — MAXIMU —�1 p p , e �� I�I I rSUBFLOOR o •" 4 REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM 'i— ° ° 11=11 REINFORCING BAR -I I( ° o ,°'° ' DRAIN TILE 14 ►I �°° SHEET METAL / 30" FELT UNDER BEAM AT POINT I�I a L\'n �l ° �e ° I I�� ��''—DIST cn Z ux o 12" ° . °° i rp Z o ° aw OF CONTACT WITH CONCRETE OR CONC. BLOCK ��_' �� �� C STEEL BEAM o D u U- o TYPICAL CON:, MONOLITHIC FOUNDATION. REINFORCE WITH (2) 04 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° SHIMS TO LEVEL BEAM w w wU)REINFORCE FOOTING WITH (2) 04 REINFORCING BARS. PLATE (BOLTED t0 BEAM) z o a- 3 MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT - a BEAM POCKET 7- 0 ui CODE: 2015 IBC, 2016 NYS UNIFORM SUPPLEMENT ^ � N N Q O O nh O O N N J o Gt: 1NEwK" AL NOTESPLAN CONTENTS: Uj LU Q CD LO O (V p DESIGN CRITERIA CODE: 2015 IBC, 2016 NYS UNIFORM SUPPLEMENT o z U a 5'-0"MIN. (SEE PLAN) (SEE PLAN) (SEE PLAN) BATHROOM SPECIFICATIONS FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES -j o o z U w N.T.S. EXT. BALCONIES a� ('� 60 U a DECKS �D� p Q 40 CD It o 0 0 _ ATTICS w/o STORAGE �D W W Bathroom(s) are to be ICC/ANSI 2009 compliant 60„MIN ATTICS w/ STORAGE �5� 10 v # o � o CL of 'Q� 20 — U W DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) (; � Cjb \ PER 2015 IBC LL U C/) `L 5`MIN. = a (LANDING) ALL DECK PLANK NAILS/SCREWS Water Supply and drain pipes under lavatories z4” Iz" (LIVE LOADS PSF) D'� �- �, z CLEAR d RAMP UP @ 1:12 MAX.INCLINE Q TO BE STAINLESS STEEL and sinks shall be insulated or otherwise 36 GRAB BAR ROOMS (OTHER THAN SLEEPING) 40 O a (33-36"ABOVE FLOOR) 0- X X configured to protect against contact. There ROOMS (SLEEPING) 30 w L_ N N shall be no sharp or abrasive surfaces under STAIRS 40 z w z lavatories and sinks. 76-18'L- GAURDRAILS ANY DIRECTION 200 U 1.U 5'MIN. W W Accesible lavatories and sinks are to com I� CLEAR o Q comply EXPOSURE CATAGORY (DESIGNED FOR CAT.C) W W with Section 606 . FRONT ELEVATION 5'MINI. d RAMP DN. @ 1:12 MAX.INCLINES a ACQ A clear floor or ground space complying LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION CLEAR a a DECK ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE co X LANKS with Section 305.3, positioned for foward N N approach, shall be provided. Knee and toe ' VERT. NAILING SCHEDULE SEE GENERAL NOTE PAGE N N clearance compling with Section 306 12"MAX 42"MIN.--I EGRESS G '3� shall be provided. —'1 SEE FLOOR PLANS AND WINDOW SCHEDULE Ct- PLANKs The front of lavatories and sinks are to be FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R3T4T�C. 34 inches maximum above the floor or ® SMOKE & CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R31511!�C__ P 5 ground, measured to the higher of the7 TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 5'-0"MIN. SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN fixture rim or counter surface. ENERGY CALCULATIONS 2015 IECC Faucets shall comply with Section 309. Hand-operated, self-closing faucets shall SIDE ELEVATION NOTES: remain open for 10 seconds minimum. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ALL STRUCTURAL MATERIAL TO BE ACQ. Sinks are to be a maximum 6-1/2° deep. BRACE AND CROSS BRACE AS REQUIRED. GROUND WIND SEISMIC FROST WINTER ICESHIELD BRACE UNDER RAMP STRINGERS BETWEEN Multiple compartment sinks shall have SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD EACH SET 01=4X4 WOOD POSTS. at least one compartment complying with HAZARDS the requirement. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED SEE ELEVATION 34" MODERATE SLIGHT TO FOR RAILING& MAX 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE BALUSTERS - N2 RAILING TO CONTINUE �s z 1'-0"PAST POSTS AT HEIGHT OF LAVATORIES AND SINKS 3'-6" UPPER LANDING/DECK AT TOP&AT BOTTOM Q� Eu_,� MIN. OF RAMP AS PER CODE AO P�p\P ti� o 2 CONSTRUCTION CLASSIFICATION: TYPE V-A z ¢ �� N _ LANDING FLOOR OR GROUND SURFACES LL ; W FEpW 2X10 ACQ — b6 Hl = W S PEACQ �d� RIMETERJOIST:i ANCHrO)RF INT 4X4 N.T.S.N.T.s. STRUCTURAL ELEMENTS EXTERIOR WALLS & INTERIOR WALLS � Q 12"DIA.CONC.PIER EXCAVATE AND REFILL AS REQUIRED ARE OF ANY PERMITTABLE MATERIAL BY CODE. W ��� FOR RAMP INSTALLATION Floor or ground surfaces are to be stable, 1/2„ loo firm, and slip resistant, and shall comply MAX with Section 302. Changes in level in floor or ground surfaces shall comply with RAMPS: Section 303. OCCUPANCY CALCULATIONS (TABLE 1004.1.2) j HANDRAIL RAMPS SHALL SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. CARPETON FLOOR OR GROUND SURFACES 34"-38"HIGH Carpet or carpet file shall be securely LANDINGS: OCCUPANCY AREA S.F. OCCUPANT/ S.F. FLOOR AREA TOTAL OCCUPANTS RAMPS SHALL HAVE A LANDING AT BOTTOM AND TOP OF EACH RUN.LANDINGS attatched and shall have a firm cushion, SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WITH pad, or backing or no cushion or pad. Carpet SECTION 405 OF THE AMERICAN NATIONAL STANDARD(ANS). OFFICE $OO 1/100 $ RAMPS THAT CHANGE DIRECTION AT LANDING SHALL HAVE A 60"X60"MINIMUM or carpet tile shall have a level loop, textured MAX , LANDING. loop, level cut pile, or level cut / uncut pile z R-3 RESIDENTIAL 1398 1/200 7 i HANDRAILS: texture. Pile height shall be 1/2 inch maximum, RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS COMPLYING is 2-1/2"DIA.GALV. - = WITH SECTION 505 OF ANS.HANDRAILS SHALL NOT REDUCE THE REQUIRED Exposed edges of carpet shall be fastened to VERTICAL CHANGES IN LEVEL BOLTS w/WASHERS CLEARANCES OF A RAMP RUN OR LANDING. floor or ground surfaces and Shall trim along AND NUTS PER POST 10 EDGE PROTECTION: the entire length of the-exposed edge. Carpet 4X4 ACQ POST EDGE PROTECTION COMPLYING WITH SECTION 405.9.1 OR 405.9.2 SHALL BE F—L PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. edge trim Shall Comply with Section 303. 2 ° a ° . a Changes in level between 1/4 inch high ii2" p 4 HANDRAIL EXTENSIONS: LEGEND 12"DIA.CONIC. HANDRAILS FOR RAMPS SHALL HAVE EXTENSIONS COMPLYING WITH SECTIONS minimum and 1/2 inch high maximum shall SOIL COMPACTION: C PIER w/2'X2'Xl' ° be beveled with a slope not steeper than 1:2. 505.10.1 THROUGH 505.10.3(EXCEPT AT THE INSIDE TURN OF RAMPS). d FTG. @ T-0" 4 BEVELED CHANGES IN LEVEL EMERGENCY EXIT LIGHT 1). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR % BELOW GRADE o TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. v- n (TYPICAL) D. o Changes in level greater than 1/2 inch shall REMOVE AND ADD ADDITIONAL FILL AS NEEDED. EXTERIOR RAILING TO BE MIN. 42" ABOVE FINISHED DECK be ramped and shall comply with Section 405 or 406. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR SURFACE PER NYS CODE, SECTION 1013 FOR ALL EXTERIOR ® LIGHTED EXIT SIGN DENSITY Q A Q Curb ramps accessible routes shall comply 12 (PER ASTM D 698 AND ASTM D 1557). COMPACT THE WALKING AREAS 30" OR MORE ABOVE GRADE. p p y 201 SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL with Section 406. TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. Slopes of curb ramps shall comply with Section SMOKE DETECTOR 3). DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 405.2. INCLUDING SUBFLOOR,IS COMPLETE. TYI=IC:AL SECTION COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY FRA MF CON6TRUCTION DETAILS EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. CONNECTIONS AND NAIL SCHEDULE m N.T.S. 8 J PER CHAPTER 23 OF 2015 IBCQ FIRE BLOCKING PER 2015 IBC CODE Q OR PER SECTION 2309 OF 2015 IBC FS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ] SCALE: %4° = I FRAMING # OF COMMON NAILS NAIL SPACING SHEATHING # OF COMMON NAILS NAIL SPACING RAFTER TO TOP PLATE (TOE-NAILED) 5-8D PER RAFTER STRUCTURAL PANELS 8D 6" EDGE / 12" FIELD DL DESIGN LOADS CEILING JOIST TO TOP PLATE (TOE-NAILED) 5-8D PER JOIST ROOF DIAGONAL BOARD SHEATHING RAFTER TO TOP PLATE (BOE-NAILED) 4-16D' EACH LAP SHEATHING I"X6" OR 1"x8" 2-8D PER SUPPORT ] ROOF CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-16D' EACH LAP I"X10" OR WIDER 3-8D PER SUPPORT RS REFERENCE STANDARDS LOCATION: o FRAMING RAFTER TO TOP PLATE (TOE-NAILED) 2-8D PER TIE CEILING ] z -SD EACH END GYPSUM WALLBOARD 5D COOLERS 7" EDGE / 10" FIELD CLIMATE ZONE: IIB z CEILING JOIST TO TOP PLATE (TOE-NAILED) SHEATHING o CEILING JOIST TO TOP PLATE (TOE-NAILED) 2-16D EACH END DEGREE DAYS: 5750 s STRUCTURAL PANELS 8D 3 6" EDGE / 12" FIELD 1. INTERNATIONAL BUILDING CODE - 2015 EDITION CD o 2-16D' PER FOOT FIBERBOARD PANELS 7/16" 6D a 3" EDGE / 6" FIELD DESIGN LOADS: z 2 � o 4-16D JOISTS-EACH SIDE 25/32" TOP PLATE TO TOP PLATE (FACE-NAILED) 8D 3" EDGE / 6" FIELD 2016 NYS SUPPLEMENT EDITION TOP PLATES AT INTERSECTIONSWWW.DOS.STATE.NY.US/CODE EXTERIOR BALCONIES 60 LBT2 o 2-16D 24" O.C. GYPSUM WALLBOARD 5D COOLERS 7" EDGE / 10" FIELD u LL. o WALL (FACE-NAILED) 16D 16" 0.C. ALONG EDGE WALL HARDBOARD 8D 6" EDGE / 12" FIELD 2. AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) DECKS 40 L6YT2 w w w " FRAMING STUD TO STUD (FACE-NAILED) 2-6D PER STUD SHEATHING PARTICLEBOARD PANELS 8D s 6" EDGE / 12" FIELD a LBS w I WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION ATTICS 20 �T2 CL HEADER TO HEADER (FACE-NAILED) DIAGONAL BOARD SHEATHING PER SUPPORT LBS TOP OR BOTTOM PLATE TO STUD �_ 2 WWW. SLEEPING ROOMS 30 �T2 a c 16D PER FOOT I"X6" OR I"X8" 2-8D PER SUPPORT N 3. SOUTHERN BUILDING CODE CONGRESS ROOMS OTHER 40 LB2 z (END-NAILED) I"XIO" OR WIDER 3-8D FT o BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 6" EDGE / 12" FIELD INTERNATIONAL STANDARD FOR HURRICANE RESISTANT STAIRS 40 LB%T2 4-8D PER JOIST RESIDENTIAL CONSTRUCTION ENDJOIST OR BLOCKING (FACE-NAILED) STRUCTURAL PANELS I" OR LESS 8D 6" EDGE / 6" FIELD HANDRAILS 20 LB%T2 Z-8D EACH END GREATER THAN I" IOD WWW.SBCCI.ORG LBS JOIST TO SILL, TOP PLATE OR GIRDER FLOOR ROOF 45 �T2 (SNOW LOAD) ?-8D EACH END DIAGONAL BOARD SHEATHING PER SUPPORT 4. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-100 �� FLOOR (TOE-NAILED) SHEATHING BASIC WIND SPEED 1'2'O MPH FRAMING 5-16D EACH BLOCK 1"x6" OR 1"x8" 2-81) PER SUPPORT MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER BRIDGING TO JOIST (TOE-NAILED) 3-16D EACH JOIST 1"XIO" OR WIDER 3-8D STRUCTURES UPLIFT (8 LBSFT2 BLOCKING TO JOIST (TOE--NAILED) 3-81) PER JOIST WWW.ASCE.ORG DEAD LOADS IO LB%T2 BLOCKING TO SILL OR TOP PLATE 3-16D PER JOIST 'NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES (TOE-NAILED) 2-16D PER FOOT ON-CENTER AT THE PANEL EDGE. NOTE.- LEDGER OTE:LEDGER STRIP TO BEAM (FACE-NAILED) 'IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE. I DEFLECTION LIMITS: 'SEE MANUFACTUER'S SPECIFICTATIONS. FOR ALL ROOF PITCHES GREATER THAN LOADINGS 8 DESIGN SHALL RAFTERS W/ NO FIN. CEILING ATTACHED L/120 JOIST ON LEDGER TO BEAM (TOE-NAILED) COMPLY WITH AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-�05) BAND JOIST TO JOIST (END-NAILED) MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, RAFTERS W/ FIN. CEILING ATTACHED L/180 BAND JOIST TO JOIST (END-NAILED) ASCE/SEI 2005. WALLS L/240 N N FLOORS L/360 F o 0 a o 0 0 N N MAIN ROAC) v w 25)C , °6 UTILITY POLE TO MEETS AND BOUNDS BY: i BE RELOCATED NATHAN TAFT CORWIN III, LAND SURVE OR CURB CUT CONC. C E ELEC--ELEC--'ELEC LIC, NO. 5046U 'i �T PH. NO. (633'1-209 ELEC ELEC GONG. ELR ELEC LITY POLE OVERHEAD WIRES MAIN ROAD, JAMESPORT, NY NYT 0313 �v N S°3�1 1 20�� E -12,500 1 SITE DESIGN BY: JAMES DEERKOSKI, PROFESSIONAL ENGI EER ..I LIC, No. 012502 PH, No, (631) 298-111 4 200 DEER PATH, MATTITUCK, NY B W 4 RY- Lu� WELL/ D uj EX. DRIVEWAY I' O�v 22' U z u SITE DATA W SCTM No.: 1000-114,00-11.00-009.001 O PROPOSED USE: TWO (2) APARTMENT / OFFICE SPACE O ZONING DISTRICT: HAMLET BUSINESS Q LOCATION: AREA: LOT COVERAGE: �v PROPERTY: 13,568 SQ, FT, ,311 ACRES u f' EXISTING BUILDING: 2,198 SQ, FT, 16,296 z ; >� EXISTING GARAGE: 630 SQ, FT, 4,60 a -- � TOTAL: 2,828 SQ, FT, 20,89'0 z DRYWELL --,�� m PARKING CALCULATIONS 2 STY. FRAMED NEW ASPHALTHouSE - REQUIRED PARKING (TOWN CODE 280 O DRIVEWAY 1. ONE (1) BEDROOM REQUIRES: 1,5 PARKING SPACES 2. ONE (1) BEDROOM REQUIRES: 1.5 PARKING SPACES 3. -185 SQ, FT. OFFICE SPACE REQUIRES: 8 PARKING SPACES U PROPOSED: TWO (2) ONE (1) BEDROOM APARTMENTS / Q O '185 SQ. FT, OF OFFICE SPACE • REQUIRED PARKING SPACES: it PARKING SPACES SIGN: - O PROPOSED PARKING SPACES: 8 PARKING SPACES EXISTING TRAFFIC T _ EXPANSIOr.► DRAINAGE CALCULATIONS YIELD TO ENTERING POOL TRAFFIC" -- BICYCLE o� RACK ASPHALT DRIVEWAY AND PARKING = 4,275 SQ, FT, _ T— O sroRaG �,(1 4,2 5 SQ. FT, X O.l-I X 0.6 (10 2" RAIN PER HOUR) = 436 C, F, 436 / 42,24 (8' DIA. RINGS) = 10,32 Lao) -- � � � � � PROVIDE TWO (2) 6' DEEP 8' DIAMETER DRYWELLS ExPauslori' ROOF AREA: m POOL (L d 1,200 SQ, FT, HADICAP RAMP: 10 SQ, FT, z Q + TOTAL: 1,210 SQ, FT, x .11 x 1 - 216 C,F, Z 3: m 21/42.24 (8' DIA. RING)= 5,11 i SEPTIC i - TANK m PROVIDE ONE (1) 6' DEEP 8' DIAMETER DRYWELL v � LEACHING; � z ` POOL ' _L ACHING '. POOL , lu LEACHINGS q i EXPANSIONS \ POOL ` POOL 3: ` 0 LEACHIN POOL ' + Lu , , E 2No Ilk iDO q' W kE� Ad c P3 64 .:_ .. t Rg,� p C�C�C�dC �; QIn f O CURBI .q -4,. ,•• ''hhER uuj Q LErA INGx l 111 . z I 1 �O I O ''�,• Q Q VAR 2 8 2017 Z w 1 S H'4NDICP ' ►- FR,gM� TORY P4RKING: \Q rULDINGDEPT. Q D GAR AGEF TOWN OF SOUTHOLD IN, N. 24'> O 3 cuRBING O 520581 � X817 11uj o ALTERATIONS I 12'3,633 ir- MAIN ROAD S 1t TE FLAN�l O MATTITUCK SCALE: 1" = 10'-O" 1' NY DRAWN BY: PAGE: SCALE: As Noted 1/ 8 DATE: Monday, March 27, 2017 LJE:I . :J Ing I FRONT ELEVATION SCALE: 1/4" = V-O" FM Till I fli �ml I I— I B RIGHT ELEVATION SCALE: 1/4" = V-O" ALTERATIONS MAIN ROAD MATTITUCK NY DRAWN BY: PAGE: SCALE: 1/4" = V-0" Q DATE: Monday, March 27, 2017 v IE I d a a REAR ELEVATION SCALE: 1/4" = V-O" L-1 Ll 11111 1 DI Lj� L= LEFT ELEVATION SCALE: 1/4" = V-O" ALTERATIONS MAIN ROAD MATTITUCK NY DRAWN BY: PAGE: SCALE: 1/4" = V-0" 3 Q DATE: Monday, March 27, 2017 v -------------- I I 1 I I I I E 1 I 1 I I I I 1 I 1 I I I I I t t 1 1 1 I I 1 1 1 I I I I 1 1 I 1 1 1 RAMP i RAMP 12 I I 1 v I 1 I 1 4'HIGH RAILING I 1 5'MIN, WIDTH I I I 1 11��11 41-011 I I 12di . PIER (2)#44VERT. REBAR 2'X2'Xt'CONC.FTG. I 4'_B!/4" MIN.T BELOW GRADE ' -- I ---' T--'T--�'- '---•---•- --'�-- --------- 1 I I1 1 1 I t 1 I 1 1 1 1 1 I 1 ! I 1 I I I 1 (3)2X8 ACQ GIRDER 1 ' ! LANDIN _ -,--- •----,- V 1 ! 1 1 1 1 1 1 1 1 t 1 ! 1 I 1 ! E I I ! ! la Fl 1 I 1 1 Q , , V , 1 1 1 1 I 1 1 t I 1 1 1 1 1 1 1 1 E I 1 1 1 1 yl 1 I 1 1U O w � ' ' UO _ ' X - _1 I I v.-6! ! 1 i ^ X �(� , 4'-I III N aU , 12dte.CONC.PIER At 1 1 I I I I 1 1 1 I 1 I 1 t ' ' ' ' ' ' ' ' ' ' ' ' ' ' '� ^ ; SECURE LtDGER TO BLDG. (2)#4 VERT.REBAR 1 1 I 1 ! ! ! 1 1 1 I 1 1 1 ! 1 E 1 t 1 ! 1 1 1 , 1 I ! 1 TW3046 1 ' 1 I 1 ! 1 1 1 1 , ' ' t , I W2 2 , , , , , '�^ ' � w/(2)1/2r BOLTS @16"OC 2'X2'X1 CONC.FTG. ' -------------- ' MIN.3'BE LOW GRADE �O EGRESS I 1 , 1 1 1 1 1 W+2 1 I , ! ;� 3'- ° ; 6X6 POST W/ 1 v u ---- - - CROSS BRACING G , --------- ---- #4REBAR 10 �'-4� - MID SPAN ----" lu p a _ _i er N \''t 1.11 '� -'" tt > ;�2X8 FJ C�16"OC Q � � W ; 2 B000 I� I , I U , fn BATH KITCHEN x t _ --T C'4 I 1 4-411 �9 e_ ro !i 4UP, 4REBA { - - LIVING ROOM � � _ � MP)@12- I m'P) tV 1. CV OPEWI 4G SCH EDL "Ile ---- V ' PRODUCT DE COON WIDTH EIGHT OPENING A EA U- LUE � � ' rr I SS 28X80 COUNTRY B MODIFIED 1 Y-0" -111/4" 22.2 sq ft. 0.2 rJ-2�4 41-101/411 yn 28X80 COLON ALA 2 74" 16#,- 1 ;Q DINING ROOM 30x80 COLO 3 2'-6" b'-8" 8. sq 0.000 p 3-$ 48X80 COLOl�AI MODIFIED _2 3'- " 6'-8" 2!! sq ft, 0.000 n IV I 1 11 ' Ir OFFICE m ------------ 3 9i 12-'1 48X80 COLONIAL MODIFIED IP - " 25o r1% .9 sq 0.000 �, 4714 _r n TW2432 2'-55/e" 3'4%s" 8.4 sq ft. 0.300 TW2832 1\Q 2'-9%" 3'-4%s" 9.5 sq ft. { 0.300 _� d TW2846-2 �'- 3/4'2 5'-7%" 4'-8%a" !v.f2, 11 0.300 -I'-G u TOA IGS' TW3046-2 1 6'-3%" 8% 29.8 s 300 n TW3046 &:: s %s" j4,."ft. 300 -------------- 4�� oa`� EXISTING FOUNDATION _ pp TW3046 /o a BATH -� a --------- ---------- l7 0 ° EGRESS STAIR 1' I 3' , ui �1- n 41-43/41 ° TO BE REBUILT v., -----p-------- d ---p -� 1 I r1 BATH TO CODE " ` #4 REBAR -all 1 72--4/4 r.c s: @12"O MP) � CRAWL SPACE _ 1 1 f 8"PC WALL I ... i~.. DX 2_6„ < � EN ) 4 REBAR 3'BELOW GRADE BEDROOM _. , 01 _.. .... ,2X8 FJ PIC0001 � BEDR OM 1CJ'-10/4 I 1 w m\d 1. - _ _`rl, -�n 4 REBAR p LX Q \tl ~ CV \" @12"0C I 1 r W m iITO ` I OFFICE (p (nP) i i O (3)1-3/4X7-1/4 ML - - - - - . 1 0 ' t 2 ACCESS v a v v a EGRESS a,< _ v a P •v � t a TW3046-2 �` P W I- ------------------------------ 4 p G� ¢�� SECURE LEDGER TO BLDG. 4 .�0� w/(2)1/2"BOLTS @16"OC APARTMENT No. 1 46 ,�� p p , , O TW2846-2 _ I `° ° `O (V 1 • 1 I t a 1 LL 1 v 1 U COVERED PORCH 1. PRO\/1DE (2) 5/8" TYPE-X FIRE RATED SHEETROCK 1 1 1 AT Pr=RIM ER (AND AT WALLS ADJACENT < 12dia.CONC.PIER ; c ; X OTH1�.s�PARTMENT) ; APARTMENT No. 3 X * I x 2'X2'Xt'CONC.FTG. � s MIN.3'BELOW GRADE 2. PROVIDE 5/8" TYPE-X FIRE RATED AT CEILING 60' T AVEL\ �Q I^ - -------2-. ____________________. (2) 2X10 GIRDER _ l2J 2X10 GIRDER _ _(2) 2X10 GIRDER _ '(3)2X8 ACQ GIRDER' �_!(3)2X8 ACQ GIRDER I(3)2X8 ACQ GIRDER' '� ' 3, WALL BARRIER (FIRE PROTECTED) TO CONTINUE TO UNDERSIDE OF ROOF BETWEEN APARTMENTS. TW2032 TW2032 -- - •-- --• .-_ _-� .__ ------------------------------------- 4. FIRE SPRINKLER SYSTEM, FIRE ALARM, CO DETECTORS AND FIRE EXTINGUISHERS TO INSTALL PER CODE, 20'-45/4'1 LEGEND 611 20'-43/411 611 12'-83/4" 5. INSULATION (SEE DETAIL NOTES) OFFICE 1. PROVIDE 2 HOUR PERIMETER (AND AT WALLS ADJACENT 5. STAIRS AND RAILING TO INSTALL PER CODE, T' MAX. RISE, OCCUPANCY CHANGE) FIRE WALL (SEE DETAILS) vCq EMERGENCY EXIT LIGHT 1 I 11" TREAD. 2. PROVIDE 2 HOUR FIRE RATED CEILING (SEE DETAILS) FOUNC>ATION PLAN APARTMENT No. 1 3. FIRE SPRINKLER SYSTEM, FIRE ALARM, CO DETECTORS ® LIGHTED EXIT SIGN SCALE: 1411 = 1'-011 21�I E) FLOOR AND FIRE EXTINGUISHERS TO INSTALL PER CODE. SCALE: 1/4" = 1'-O" 4. INSULATION (SEE DETAIL NOTES) SMOKE DETECTOR t 5. STAIRS AND RAILING TO INSTALL PER CODE, -I" MAX. RISE, SIJ M II" TREAD. 1 � ` \� "`777"`"' `• 1 1STOO � R SCALE: v4" --r`-z-o" ALTERATIONS Y_Q111 al5kov-f MAINRUOA NY CONT R TOR TO SUPPLY SPRI K-L-ER PLANS TO-B 1t-D1N-G--D A-RTME-NT...-F-OR-AME 'JDMENT AND APPROV L y DRAWN BY: PAG4/ 8 _ SCALE: 1/4" = 1'-0"�M DATE: Monday, March 27, 2017 Top of Ridge Q Second Floor. Elev. 26'-II �" t Top of Plate Second Floor _ _. _.._.._.._.._.._.. _..._.._.._.._.._.._ Elev. 18'-2 2" t V.K TI,_ Vern Tin 2x12 ridge plate Roof Asphalt Roof Shingles EXISTING SECOND FLOOR 3• 3" Top of Finished Floor a" Roof Sheathing Second Floo2 .._.._.._..r_. .� 2x8 rafter 1016„ O.C, ! � lSatYrao- 6atFroon K„cion Elev. 9'-10 a” t w/ R30 batt insulation 4x4 Post '} ;• ;, in and Railing Top of Plate 2x8 ceiling foist m 16 o,c, 3 0 First Floor R38 batt insulation Decking _.. _ Elev. 8'-Il i” t Eave to match exists L_----__ F'°r 2M Flcor L.V-I --------------- 2x10 Floor Joists a r 2- 2x6 wall plate 11T 16„ r o.c, o,o, C-o, 3” ! 3• EXTERIOR WALL CONST, (TYP,) (3) 2x12 Girder KIlchen M&M— !is" drywall board 2x4 wood stud wall 0 16" o.c. R21 batt insulation Q m EXISTING FIRST FLOOR I • 1; !2 " exterior grade plywood sheathing 3• cedar siding on building paper = UtFI—L-r D1 +1 '� K Floor L.v-I 6x6 post Finish floorin nish floor height m 3 °� o match existing 1 c.o. Top of Finished Floor 3/4" plywood subfloor, glued 4 screwed- t9p. 3• e First Floor 2x6 bottom plate T"°"" Elev, 0'-0 2x12 FJ ID 16" o.c, 4' 8en1sy —• •— To I � 2x6 sill plate, w/ 1/2"x18" hooked anchor bolt w/3/8" washer at top v 4'-0" o.c,, - 12" from corners and openings- typ, EXISTING BASEMENT ~� 8" thick concrete foundation wall ' 24" x 36" on 16"W x 8"D concrete footing Concrete Sonotube Top of Slab 6" thick concrete foundation wall 0 Basement on 16"W x 8"D concrete footing 1C� +�f���'�;`�� �areVemr n CoMehe Web,,: Elev. -8'-0" t `, , nl , t . Wfn t CROSS SECTION - PfqtKl TCB: . , SCALE: 1/4" = 1'-0" ,-iiiiiew"Y' 'Ki* pmjmt : V dWaff ':: g Area ^'e ri Oo I 1 O'! f 4 t ( i o0` 2" ® +l �r O°i 00 2° o ® o 0 0 . ' 2• 'T1"4AI1+J--�TP14�Ii_� MG33 tx � C �� { ! i i ! it !_ SIA"C!p d '"�' r+r,iJ ti ti : LRS t I o ® � o 0 0© 0 : + , t , I I r i i Z ��Vlt�ti'l: F� " J ? I , ti Ii i` FASTENER TYPE: SPACING: J? i ;? .; i .I , I tse .. .... .. .. ...... ... v,r ,.. ...._ ,. .. 1 tttI l t i t ` i!r ?i t !i• ' t . T - - 0110 g0OC afw:. 'CCta4s , 41' ' .+No.6 WOOD-SCREW BASED ANCHOR WITH 16" 2 r'EMBEDMENT LENGTH O t , . I + , , i r : No.io w000-scREws ,r t , ' ., , ,, , � i '� iE1�L'Nll'319e•aN(�Y�dS-� ��11.�� � "� o O BASED ANCHOR WITH !6"OC , , I i I r ' + i 2 EMBEDMENT LENGTH . i I I I + i + ! I I 1 1 f 4in.da.LAGSCREW U I -. . .,... ` .. i i f j , ; ! 't.i J BASED ANCHOR WITH 16"OC � i 1 �� ! t t 1 -ffa ) t If 1 tin.EMBEDMENT LENGTH ; , I ; SO% 7 i t�t..��yyy C3.,3, 't t 1 ® � ' `} i• I ( { � d,a7.i1a1. �• v3PC� ....... ,.�.- `;k1'.Gd'1L! .r`--• :�P.�i�'U ..»:hw t i 3/4"APA P LYWOOD .. �. a �� �LM i: L,`i SHEATHING yR ,,C1 Q aa� : 1/2"APA RATED SHEATHING - 1 GRADE PLYWOOD �¢N r q�..� ,,, yr .. �r�-�ya'r (ALTERNATMVE:7/16"O.S.B.) ® i \,' ® `0© ` .O ''°'P cf®c,3at atti I 1 `i eaC L utlad tM sai�I K C _ Q i r f i O 1/2•APA RATED SHEATHING i I ! GRADE PLYWOOD i �' ( 1 t I `\ i 4'•. f .t NA 16"O.S.B. C .4•� (ALTERT[VIVE:7 ,q 7-. ..•�� I i ':'�' a•' ''d li t i i i i p � o I I ! �1�� 1 ! ?; � `� SRI 18�PM� 8 'i�P� 7, i+ i r FASTENER TYPE: SPACING: i , J , 2X4 DF#2 No.8 WOOD-SCREW STUDS ( :i € t t t �lCtsnapr`anr> lII t�7 i f7� edFVL' opo aftvrabGn�n3jecc 69,l i•' BASED ANCHOR WITH 10"OC I E l t: i 1.7tt1dC �orrs ,�p!�ecnrrai�s,end! l+e� a]et�nessd�orithiu►ft�tit mp'picin_ Ip-tom F►a 6 WINDOW SILL 21n.EMBEDMENT LENGTH No.to w000-scREws ttr9+er1a mleaetIe3.5`111~ Igrtrc �+I�'iVsic . TYPICAL WINDOW OPENING ! f ! „ - yt-�• p .T• BASED ANCHOR WITH 12"OC rr�eRadt�tanj relgtt� Irttticl€f�.�t. PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH ( ! f ! THAN 4 FEET 1/4in.dia.LAGSCREW O BASED ANCHOR WITH 16"OC O tin.EMBEDMENT LENGTH 0 ® 0 0 TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No. 8 WOOD-SCREW EWWITB„oc THAN 6 FEET OR GALV D NUT BOLTS ' WASHERS tin.EMBEDMENT LENGTH AND NUTS @ 2'-0"O.C. No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 91,OC 2in.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET 1/41nAND EQUAL OR SMALLER BASE ANIAOR= Q BASED ANCHOR WITH 16"OC THAN 8 FEET 2in.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ii Tide 0 ; AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. ALTERATIONS MAIN ROAD MATTITLICK rz� NY tz/ "n;,Nr DRAWN BY: PAGE: SCALE: As Noted 5/ 8 DATE: Monday, March 27, 2017 BEARING WALL RATING - 2HR. ANSI/UL 263 (DESIGN NO. U301) 1. Flooring Systems — The flooring system shall consist of one of the following: 16" O.C. 16" O.C. System No. 1 Subflooring — Min 1 by 6 in. T & G lumber fastened diagonally to joists. Vapor Barrier — Nom 0.010 in. thick commercial rosin-sized building paper. CEILING ASSEMBLY RATING - 2HR. ANSI/UL 263 (DESIGN N0. L511) Finish Flooring — Min 1 by 3 in. T & G and end matched, laid perpendicular to joists. 4 3 2 1 1 2 3 2X4'S FIRESTOPPED 2. Wood Joists — Min 2 by 10, spaced 16 in. OC and effectively fireblocked in accordance with local codes. 3. Cross Bridging — Min 1 by 3 in. or min 2 by 10 solid blocking. 4 5 4. Resilient Channels — Formed of 25 MSG gals steel, spaced 24 in. OC perpendicular to joists and located 12 in. from each side edge of base layer gypsum board. Channels 2 placed with 1/4 in. clearance at the ends and fastened to each joist with 1-7/8 in. long No. 7 Type S bugle head screws. Min end clearance of channels to walls: 3/8 in. z_5a� 58 4 Additional channels 60 in. long, placed adjacent to continuous channels at end ioints of 1/2' 5 5 1/2- 1/2' second layers of gypsum board (Item 5) and similarly secured. Channel ends to extend 1. Nailheads — Exposed or covered with joint finisher. 1 l 6 in. beyond each side of joint. RESILIENT FIRST LAYER SECOND LAYER CHANNEL DETAIL END JOINT DETAIL END JOINT DETAIL 4A. Steel FramingMembers Not Shown)* — As an alternate to Item 4 furring2. Joints Exposed or covered with fiber tape and joint finisher. As an alternate, nominal ( ) 3 32 in. thick sum veneer plaster may be applied to the entire surface of Classified veneer channels and Steel Framing Members as described below: / gyp p y pp a. Furring Channels — Formed of No. 25 MSG gals steel. 2-3/8 in. wide by 7/8 in. baseboard. Joints reinforced. deep, spaced 24 in. OC perpendicular to joists. Channels secured to joists as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double 3. Nails 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam, 1/4 in. diam heads, strand of No. 18 SWG gale steel wire near each end of overlap. and 8d cement coated nails 2-3/8 in. long, 0. 113 in. shank diam, 9/32 in. diam heads. b. Steel Framing Members* — Used to attach furring channels (Item a) to joists. Clips spaced 48 in. OC., and secured to alternating joists with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into 4. Gypsum Board — * — 5/8 in. thick, two layers applied either horizontally or vertically. Inner clips. Adjoining channels are overlapped as described in Item a. As an alternate, ends layer attached to studs with the 1-7/8 in. nails spaced 6 in. OC. Outer layer attached to studs of adjoining channels may be overlapped 6 in. and secured together with two over inner layer with the 2-3/8 in. long nails spaced 8 in. OC. Vertical joints located over studs. self-tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the overlap, All joints in face layers staggered with joints in base layers. Joints of each base layer offset with with one screw on each flange of the channel. Additional clips required to hold furring channel that supports the gypsum board butt joints, as described in Item 5. joints of base layer on opposite side. When used in widths other than 48 in., gypsum board to be installed horizontally. 5. Gypsum Board* — Two layers of nom 5/8 in. thick, 4 ft wide gypsum board. When resilient channels (Item 4) are used, first layer installed perpendicular to joists with end When Steel Framing Members (Item 6) are used, base layer attached to furring channels with joints located over bottom of joists. Gypsum board attached to joists with 6d cement 1 in. long Type S bugle-head steel screws spaced max 24 in. OC; face layer attached with 1-5/8 in. coated cooler nails spaced 1 in., 6 in. and 21 in. from each side edge in the field of the i board. Butt edges shall occur under joists, fastened with nails spaced 1 in., 6 in., 15 in. long Type Sbugle-head steel screws spaced max 12 n. OC. and 21 in. from side edges of board, and 1/2 in. back from butt edge. Second layer of gypsum board secured to resilient channels with 1 in. long No. 7 Type S bugle head 4A. Gypsum Board* (As an alternate to Item 4) — Nom 3/4 in. thick, installed as described in screws spaced 12 in. OC with additional screws placed 3 in. from each side edge. End Item 4. joints of second layer offset from end joints in first layer, and secured to both resilient channels as shown in end joint detail. Screws located 3/4 in. and 1-1/4 in. from side r and end joints of boards. When Steel Framing Members (Item 4A) are used, sheets 4B. Gypsum Board* (As an alternate to Items 4 and 4A)-5/8 in. thick, 2 ft wide, tongue installed with long dimensions parallel with joists. Base layer attached to the furring and groove edge, applied horizontally as the outer layer to one side of the assembly. Secured as channels using 1 in. long No. 7 Type S bugle head steel screws spaced 8 in. OC along described in Item 4. Joint covering (Item 2) not required. butted end joints and 12 in. OC in the field of the board. Butted end joints shall be staggered min 2 ft. within the assembly, and occur midway between the continuous 6. Steel Framing Members (Optional, Not Shown)* - Furring channels and resilient sound isolation furring channels. Each end of each gypsum board shall be supported by a single length of furring channel equal to the width of the gypsum board plus 6 in. on each end. The clip as described below: two furring channels shall be spaced approximately 3-1/2 in. OC, and be attached to A. Furring Channels Formed of No. 25 MSG gale steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. underside of the joist with one RSIC-1 clip at each end of the channel. Butted base OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels layer end joints to be offset a min of 24 in. in adjacent courses. Outer layer attached to are overlapped 6 in. and tied together with double strand of No. 18 SWG gals steel wire near each end of the furring channels using 1-5/8 in. long No. 7 Type S bugle head steel screws spaced overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with 8 in. OC at butted points and 12 in. OC in the field. Butted end points to be offset a min of 8 in. from base layer end joints. Butted side joints of outer layer to be offset min 18 two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on in. from butted side joints of base layer. each flange of the channel. Wallboard attached to furring channels as described in Item 4. B. Steel Framing Members* — Resilient sound isolation clip used to attach furring channels (Item 6a) to 6. Finishing System - (Not Shown) — Vinyl, dry or premixed joint compound, applied studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through in two coats to joints and screw-heads. Nom 2 in. wide paper tape embedded in first the center grommet. Furring channels are friction fitted into clips. layer of compound over all points. As an alternate, nom. 3/32 in. thick veneer plaster PAC INTERNATIONAL INC Type RSIC-1. may be applied to the entire surface of the gypsum board. yp ALTERATIONS MAIN ROAD MATTITUCK NY DRAWN BY: PAGE: SCALE: As Noted 6 p DATE. Monday, March 27, 2017 Q WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWIN6; APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT E GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, KING STUDS \ \ RAFTER WALL STUD ENDWALL CRIPPLE STUD o BOTTOM PLATE o RIDGE BATHTUB HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH BOT.PLATE E 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING 624"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER WALL SHEATHING RAFTE40PENING AINTAIN SILL PLATE(S) ENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE ' - - - FINISH WALL AND MOISTURE: BLOCKING 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDWITH FASCIA AND ALL WINDOW/DOOR OPENING JACK SCUDS MINIMUM NET FREE VENTIL FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND WALL STUD NOT LESS THAN t/150 OF GUTTER WOOD GIRDER INSTALL 4'0"O.C. �,' ROOFING TO AVOID SOAK( G THE SPACE VENTILATED. CONTIN" SCREENED V T 4"-8" LSTA24 1-1/4"x24"20ga.STRAP ANDJACKSTUDS ON ALL OPENINGS PROVIDE HEMMED EDGE TSHALL BE COVERED WITHCONTIN" SOFFIT / EXT. PLYWOOD 1�j RESISTANT METAL MESH WITH MESH INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS M Ig INCH IN WITH DIMENSION. SOFFITED EAVE 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN 4 IR CONNECT TO ON ALL OPENINGS / ,,' GAP t0 PREVENT CAPILL RY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS / 8"-12"RAFTER RT20 21-1/8"x20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED t0 SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE " S VE WALL �LA6H I i GIRDER/HEADER �L.lt I� WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 648 OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES — PROVIDE HEMMED EDGES SO RAFTER INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4"-8" LSTA36 1-1/4"x36" 18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBERI DE5CRiPTION APPLICATION ON ALL OPENINGS PRE-MANUFACTURED CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR KEEP SHEATHING MIN. I-I/2FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE " 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. I/2 HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATEIWALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUDI OF ROOF TO ALLOW FOR SHRINKAGE, t REDUCE BUMP OUTS DBL. SILL PLATE " O TERMITE SHIELD r SUBFLOOR SILL GASKET - \ - I WOOD JOISTS CONC.SLAB ; NEOPRENE A GASKET TYP.CONC. FOUNDATION ` � �. 2x6 /2x8 CONTINUOUS WOOD PLATE 6 MIL.POLY DAMPPROOF EXTERIOR ��� �`� ' ' BOLTED TO STEEL BEAM WITH � EMIL POLY ON EXTERIOR GRANULAR FILL STEEL COLUMN -7 `� I 1/2 " DIA. BOLTS 0 48" o.c. STAG. A - p CONC.SLAB `. ° ROOF C> - JACK ``. I � STEEL BEAM ° r C ^ i o O ^ 4" x 1/4" x 8" STEEL COMPACT FILL ,D �`� TOP AND BOTTOM PLATE KEYWAY FOOTING > v q - FLASHING ROOFING A PS ` WITH I/ 2" x 6" ANCHOR BOLI ° �'� I- � 4 CONC. FTG. 'o ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP . 1/2" GROUT ^ t\ REINFORCING BAR ^ ^ (USP LBPS58 OR BP583) 3" STEEL COLUMN D ` - DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA.ANCHOR BOL I I ( 10 KIPS ) SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING At BOTTOM CRAWL SPACE OR FOUNDATION) TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS " SILL PLATE TO FOUNDATION 2 STORIES 36"OC MIN. 3 STEEL COLUMN ANCHORED TO 24 x24 x12 CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARINCz WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2_STORIES 57"OC SLAB-ON-GRADE ROOF JACKS VENTS DETAIL I I r CONC.SLAB SUBFLOOR 6X6 10/10 WWM I I DOOR FRAME CsARACzE_� COMPACT FILL DOOR I I 0 JOIST USE 2X8 FOR BLOCKOUT 4" SLAB I I STEEL BEAM P.T. PLATE � = SLOPE W/16XQ6 WMM ° e\ 4"DRIV)=LUAY—® NOTCH JOIST AND ADJUST HEIGHT I/2 AIR S/PACE < < „ 1 1/21' e (WITH A NAILING PLATE IF NEEDED) ' AT END AND � °' • GRADE q '"--�------" "--' `^ SIDES OF WOOD - ° ° ° • ' t0 BE APROX" 1/2" OR HIGHER THAN q ct , A q - q q ` BEAMS r_ I�_ I • ° STEEL BEAM TO ALLOW FOR SHRINKAGE 12" 6X6 W.W.M. 4 — — 4— r —• o " _,i i d �° o °°o°;o I (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) A'l e �� NOTCH BEAM FOR MUD-SILL IF REQUIRED -- MAXIMUM �TISUBFLOOR •� q •" REINFORCING BAR , a REINFORCING BAR NOTCH EQUALS I/4 DEPTH OF BEAM c ° . D o,° - e °p° e• DRAIN TILE •I� o ;o SHEET METAL / 30" FELT UNDER BEAM AT POINT �1 a/\•A o° °a° ° II O —JOIST 12' OF CONTACT WITH CONCRETE OR CONC, BLOCK rif=��=�_��_��_�= m STEEL BEAM D 3" TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) 04 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ^ SHIMS TO LEVEL BEAM PLATE (BOLTED TO BEAM) REINFORCE FOOTING WITH (2) 04 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET ALTERATIONS CODE: 2015 IBC, 2016 NYS UNIFORM SUPPLEMENT MAf'NROAD MATTITUCK NY DRAWN BY: PAGE: SCALE: 0.2656" = 1'-0" 7/ 8 DATE: Monday, March 27, 2017 GENERAL NOTES PLAN CONTENTS: DESIGN CRITERIA CODE: 201ItK, 2) 016 NYS UNIFORM SUPPLEMENT 5-0"MIN. (SEE PLAN) (SEE PLAN) (SEE PLAN) BATHROOM SPECIFICATIONS FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES N.T.S. EXT. BALCONIES 60 1 7 DECKS 40 51 ATTICS w/o STORAGE 10 Bathroom(s) are to be ICC/ANSI 2009 compliant ° so"MIN. ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIOS N W W ROOF GROUND SNOW LOAD PER 2015 IBC _ = ALL DECK PLANK NAILS/SCREWS Water Supply and drain pipes under lavatories 24" 12' ( ) 5'MIN. 01 RAMP UP @ 1:12 MAX.INCLINE a (LANDING) TO BE STAINLESS STEEL pp y p p 36 GRAB BAR (LIVE LOADS PSF) CLEAR Q and sinks shall be insulated or otherwise ROOMS (OTHER THAN SLEEPING) 40 a (33-36"ABOVE FLOOR) N NLco N N configured to protect against contact. There ® ROOMS (SLEEPING) 30 >I di shall be no sharp or abrasive surfaces under STAIRS 40 lavatories and sinks. 76-18!L- GAURDRAILS ANY DIRECTION 200 5'MIN. ,°„ Q CLEAR o Accesible lavatories and sinks are to comply 5/4X4 with Section 606 . FRONT ELEVATION EXPOSURE CATAGORY (DESIGNED FOR CAT.c) 5'MIN. a RAMP DN.@ 1:12 MAX.INCLINES a ACQ A clear floor or ground space complying LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION DECK CLEAR X X with Section 305.3, positioned for foward ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE " N approach, shall be pro'✓ided. Knee and toe e R. NAILING SCHEDULE SEE GENERAL NOTE PAGE " clearance compling with Section 306 12"MAX IN shall be provided. 42"MIN.—.i EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE PLANKS The front of lavatories and sinks are to be FIRE PROTECTION SYm•' SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 34 inches maximum above the floor or SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. ground, measured to the higher of the TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 5'-0"MIN. SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN fixture rim or courter surface. ENERGY CALCULATIONS 2015 IECC Faucets shall comply with Section 309. SIDE ELEVATION Hand-operated, sdf-closing faucets shall NOTES: remain open for 10 seconds minimum. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ALL STRUCTURAL MATERIAL TO BE ACQ. Sinks are t0 be a maximum 6-1/2" deep. BRACE AND CROSS BRACE AS REQUIRED. Multiple compartment sinks shall have GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 3RACE UNDER RAMP STRINGERS BETWEEN p p FLOOD =ACH SET OF 4X4 WOOD POSTS. at least one compartment complying With HAZARDS _ LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED SEE ELEVATION the requirement. 34" FOR RAILING& � MAX 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO BALUSTERS TO HEAVY MODERATE 11 NONE J RAILING CONTINUE ST POSTS AT HEIGHT OF LAVATORIES AND SINKS 3'-6" R.LANDING DECK AT TOP& '(BOTTOM MIN. OF RAMP AS ER CODE FLOOR OR GROUND SURFACES CONSTRUCTION CLASSIFICATION: LANDING 2X10 ACQ PERIMETER JOISTS4X4 ACQ -- _ N.T.s. PE V: STRUCTURAL ELEMENTS EXTERIOR WALLS & INTERIOR WALLS 12"DIA.CONC.PIER TT EXCAVATE AND REFILL AS REQUIRED ARE OF ANY PERMITTABLE MATERIAL BY CODE. FOR RAMP INSTALLATION Floor or ground surfaces are to be stable, 1/z° firm, and slip resistant, and shall comply MAX ' with Section 302. Changes in level in floor / or ground surfaces shall comply with d�RAMPS: Section 303. ` / CCUPANCY CALCULATIONS (TABLE 1004.1.21 HANDRAIL RAMPS SHALL SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. CARPET ON FLOOR OR GROUND SURFACES 34"-38"HIGH Carpet Or carpet file shall be securely LANDINGS: OCCUPANCY AREA S.F. OCCUPANT/S.F. FLOOR AREA TOTAL OCCUPANTS RAMPS SHALL HAVE A LANDING AT BOTTOM AND TOP OF EACH RUN.LANDINGS attatched and shall have a firm cushion, SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WITH pad or backing or no cushion or pad. Carpet SECTION 405 OF THE AMERICAN NATIONAL STANDARD(ANS). OFFICE 800 1/100 8 1/4 RAMPS THAT CHANGE DIRECTION AT LANDING SHALL HAVE A 60"X60"MINIMUM or carpet tile shall have a level loop, textured Max LANDING. loop, level cut pile, or level cut/ uncut pile R-3 RESIDENTIAL 1398 1/200 7 HANDRAILS: texture. Pile height shall be 1/2 inch maximum. RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS COMPLYING ZS 2-1/2"DIA.GALV. - = WITH SECTION 505 OF ANS.HANDRAILS SHALL NOT REDUCE THE REQUIRED Exposed edges of carpet shall be fastened to VERTICAL CHANGES IN LEVEL BOLTS w/WASHERS c CLEARANCES OF A RAMP RUN OR LANDING. floor or ground surfaCEs and shall trim along AND NUTS PER POST ° - EDGE PROTECTION: the entire length of the exposed edge. Carpet 4X4 ACQ POST EDGE PROTECTION COMPLYING WITH SECTION 405.9.1 OR 405.9.2 SHALL BE2 PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. edge trim shall Comply Wltil JE'CtIOn 303. 1/4" 1� ° a a Changes in level between 1/I inch high LEGEND p p HANDRAIL EXTENSIONS: 12"DIA.CONC. HANDRAILS FOR RAMPS SHALL HAVE EXTENSIONS COMPLYING WITH SECTIONS minimum and 1/2 inch high maximum shall SOIL COMPACTION PIER w/2'X2'Xl' C. , 505.10.1 THROUGH 505.10.3 (EXCEPT AT THE INSIDE TURN OF RAMPS). FTG. @ 3'-0" a be beveled with a slope notsteeper than 1:2. EMERGENCY EXIT LIGHT BELOW GRADE 'p Changes in level greater than 1/2 inch shall BEVELED CHANGES IN LEVEL � 1). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. D, (TYPICAL) ,. o be ramped and shall comply with Section REMOVE AND ADD ADDITIONAL FILL AS NEEDED. a ° • a EXTERIOR RAILING TO BE MIN. 42" ABOVE FINISHED DECK 405 or 406. LIGHTED EXIT SIGN 2). COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR o 4.0 % • 0'0 SURFACE PER NYS CODE, SECTION 1013 FOR ALL EXTERIOR 12 Curb ramps on accessible routes shall comply 20 1© DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE WALKING AREAS 30" OR MORE ABOVE GRADE. 1 SOIL AT 12"LIFTS(TYPICAL). CONTRACTOR TO HAVE FILL with Section 406. SMOKE DETECTOR TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. Slopes of curb ramps shall comply with Section 3). DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 405.2. INCLUDING SUBFLOOR,IS COMPLETE. TYPICAL SECTION COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY (� EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. RAMP CONSTRUCTION 1�ET,� ILS CONNECTIONS AND NAIL SCHEDU N.T.S. PER CHAPTER 23 OF 2015 IBC FIRE ;LOCKING PER 201"IBCDE OR PER SECTION 2309 OF 2015 1B ALTERATIONS MAIN ROAD MATTITUCK NY DRAWN BY: PAGE: SCALE: As Noted 8 �, DATE: Monday, March 27, 2017