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Home My WebLink About50678-Z Of SOUr Town of Southold # * P.O. Box 1179 a� 53095 Main Rd COUNT{N Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45729 Date: 11/03/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 8100 Horton Ln Southold,NY 11971 Sec/Block/Lot: 54.4-31 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 05/14/2024 Pursuant to which Building Permit No. 50678 and dated: 05/14/2024 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: three story single family dwelling with unconditioned non-habitable areas under (cabana storage room with outdoor shower, storage sheds, carport and garage), first and second floor terraces and fire sprinkler as applied for per ZBA #7433, dated 11/19/2020. The certificate is issued to: 8100 Hortons Lane LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R10-18-0053 8/6/2024 ELECTRICAL CERTIFICATE: 50678 07/19/2024 PLUMBERS CERTIFICATION: Kevin Rem e Plumbin &Heating Corp, 05/20/2024 Au rize Signature C ��o�sofFcOGy TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "o • 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 #: 50678 Date: 5/14/2024 Permission is hereby granted to: 8100 Hortons Lane LLC c/o Michael McDonnell 5.Lagoon Dr Paget, To: BIG PLANS - ON-BACK CABINET - Demolition of an existing dwelling and construction of a new single family dwelling as applied for, per SCHD, NYS DEC, ZBA#7433 and Trustees #9346 approvals, and with flood permit. Fire Sprinklers as applied for one hour fire seperation between ground and second floor FM Visser Replaces BP#46901 At premises located at: 8100 Horton Ln, Southold SCTM #473889 Sec/Block/Lot# 54.4-31 Pursuant to application dated 6/14/2024 and approved by the Building Inspector. To expire on 11/1312025. Fees: PERMIT RENEWAL $1,906.60 Total: $1,906.60 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT yz. TOWN CLERK'S OFFICE SOUTHOLD, NY _ col # yak, BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION'OF THE WORK AUTHORIZED) Permit#: 46901 Date: 9/30/2021 Permission is hereby granted to: �. 8100 Hortons Lane LLC c/o Michael McDonnell 5 Lagoon Dr Paget, To: Demolition of an existing dwelling and construction of a new single family dwelling as - applied for, per SCHD, NYS DEC, ZBA# 7433 and Trustees # 9346 approvals, and with flood permit. At premises located at: 8100 Horton Ln, Southold SCTM #473889 Sec/Block/Lot# 54.-4-31 Pursuant to application dated 8/17/2021 and approved by the Building Inspector. To expire on 4/112023. Fees: DEMOLITION $680.20 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,388.00 CO-NEW DWELLING $50.00 Flood Permit $100.00 Total: $3,218.20 Building Inspector pE SOUryQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road CA P.O.Box 1179 sean.devlinc@-town.southold.nv.us Southold,NY 11971-0959 Q couffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 8100 Hortons Lane LLC Address: 8100 Hortons Ln city:Southold st: NY zip: 11971 Building Permit#: 50678 Section: 554 Block: 4 Lot: 31 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: GJS Electric License No: 4839ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 400A Heat Geo 3 Duplec Recpt 87 Ceiling Fixtures 17 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures 13 Smoke Detectors 4 Main Panel A/C Condenser Floor Outlet 4 Recessed Fixtures 99 CO Detectors Sub Panel 200X2 A/C Blower 3 Range Recpt DoublE LED Mirror 3 Combo Smoke/CO 2 Transfer Switch 200A UC Lights 119' Dryer Recpt GaS Step Lights 3 Heat Detectors 3 Disconnect 200A Switches 30 4'LED 7 Septic Disconnect 1 Sump Pump Other Equipment: Fridge, Mini Fridge, Oven, DW, Micro, Gas Cooktop w/ Hood, 200A Panel 40 Circuit/ 40 Used, 200A Panel 40 Circuit/23 Used, Lutron Lighting Panel, ERV, Warming Drawer Notes: Three Story w/ Garage & Mechanicals On First Level Inspector Signature: Date: July 19, 2024 Copy °�og�FFO1.��oG .. Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road �. P.O.Box 1179 Southold,NY 11971-0959 W-- D BUILDING DEPARTMENT AUG _ 5 2024 TOWN OF SOUTHOLD B'dJMDINO DV Off. TOE i)y SOS CERTIFICATION Date: Building Permit No. Owner: �� 00 vr ,>h,-9 Zan �� LLG ICE /�'t �'��icce M-GD6rl1r-- lease print) 4x-NyPlumber: 1` t-- �N1�� '� 1�41.1►��t�J CCS (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this � y of ► Y I 20-C�4 L Notary Public, . -4 �ounty Carol Ann Del Vecchio In., Public, State of NOW York No. 300,0524 County of Suffolkl fs�;�asion Expires 3Ja-7 cl01 OF SOUTyO� * # .TOWN OF SOUTHOLD BUILDING DEPT. °`ycouH►v��' 765-1802 „F INSPECTION j FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND { . ] INSULATIOWCAULKING [ / PI G [ ] FINAL FIREPLACE'& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMA KS. I'Ov ov- y f ov - tjjkm�vg 3 DATE I I ZZ INSPECTOR - # # TOWN OF SOUTHOLD BUILDING DEPT. °y�ourm,N 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMAR S: O DATE o"Z a0 INSPECTOR t�qof- � pF SOUTyo� * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 631-765-1802 INSPECPON ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: vIAhl 2 "� DATE INSPECTO o�aoF souryOl -- o 617 Im1�l 4-4# TOWN OF SOUTHOL� BU LDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION W,ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: A�f-e- DATE INSPECTOR OF sobTyO� Vol ✓ �'v �G� � * # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION / ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -aA (7f mimm U-0 3 t" J*(2_Chr 4a ` 1,glA d vc-7 DATE /2-0 2 A INSPECTOR Of SOUIyOIo TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST VINSULATION/CAULKING UGH PLBG. FOUNDATION 2ND [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: [ aw-� f q(Ap, wwq 6) Uok� wiAkhot 4�f ^ cD oc!h DATE INSPECTOR OF SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 �-o�T3 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ NSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL 4/2 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMAR S: nL 7FA VAA& l �'o / W9 :6w AA44.001 old04/ \ DATE 1� INSPECTOR f so hoy> doh �� *7�' �GIf! ��✓rv✓1 mil. # 'TOWN OF SOUTHOLD BUILDING DEPT. coo ao 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION'2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: -rwo a"g2 w/ Jeuo8; Lo s"(,& fj OA kCI-1 TA Ai 6 cLaA 7 a DATE / �f - 'INSPECTOR U.S. DEPARTMENT OF HOMELAND SECURITY :p�lration 660=0008 Federal Emergency Management Agency G - 5 2 Date:November 30,2022 National Flood Insurance Program QU ELEVATION ,CERTIFICATF ,,,vr, Important: Follow the instructions on pig . g�U'& �`� yJ Copy all pages of this Elevation Certificate and all attachments for(1)community offi�Cibl,(Z insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: !�Ioo PorfoA5 Leo& LAC A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Company NAIC Number: Box No. SjOO Or-�o,, ' LtiAe— City State ZIP Code &,L) l �� ,lark El F1 97 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) A4. Building Use(e.g.,Residential, Non-Residential,Addition,Accessory,etc.) A5. Latitude/Longitude: Lat. I-110(P-1 � �1 �� l� Long.•?VO'UJ.�L-- Horizontal Datum: ❑ NAD 1927 ( NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) d 3 7 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b /6(20 sq in d) Engineered flood openings? M Yes ❑ No $1,,, ' te., f ✓ll>d ./ /jio l5 1-bo - 5`Z A9.For a building with an attached garage: /1 a) Square footage of attached garage r)• /1, sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑Yes Ek No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Com munity Number B2. County Name B3. State B4.Map/Panel B5.Suffix B6. FIRM Index B7.FIRM Panel B8.•Flood B9.Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) J Revised Date Sept, L5 2_oLq /Z B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑FIS Profile (FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139:-❑ NGVD 1929 WNAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes [ No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(12/19) Replaces all•previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. oo8 Date: Expiration Date:November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt:,Unit,Suite,and/or-Bldg.No.)or P.O.Route and Box No. Policy Number: o� Ho r foi 5 e- City State ZIP Code Company NAIC Number rk El SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl.. Building elevations are based on: ❑ Construction Drawings* ❑Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,AR/AE,AR/A1 A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7:In Puerto Rico only,enter meters. Benchmark Utilized: A5 { 71�ri!v,b' e /z/ Vertical Datum: A Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 *NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) �• [✓�feet ❑ meters b) Top of the next higher floor /7,O gfeet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) �,T• ❑ feet ❑meters d).Attached garage(top of slab) ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building j c� ® feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) (00,0 ® feet. ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 6.4> ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including meters . structural support 6,0 feet ❑©" SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be.signed and sealed by a land.surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available.I understand that any false statement may be punishable by fine orimpnsonment under 18 U.S. Code,Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? eyes No ��Check here if attachments. C rtifier's Name License Number �� O v�o 4/6? ��P�E F•.... TitlejPFT CO Co.e° % 9� Co papy Name Address "., �•�O 0. a �G 2 `••Os � ,• City State ZIP Code �A N f��i8884otE�� .Signaturg I I Date Telephone Ext. - . Zo70 Copy all pages of this Elevation.Certificate and all attach ents for(1)community official,(2)insurance agent/company.,and(3)building owner. Comments(including type of equipment and location,per C2(e),if applicable) t,✓4//S��se 'S e/e✓G�e� aver �.r•e� b�se.,a'>•e�� q!'eaS.. wl+l'l� c.�►cn��'e �vn�¢,�/�� " �Ioe S s f elea"1`'tvr, �,S �ee.f 7�� b�sem.e4 re4 g �'Ae So.,getiS Cor✓/ee. �� Se ;s s base n•� r� e e;n lt'c_ b"s-,%,e„ �Grec S f AeJ,4',z �neC, Cd r A C .o het, 'se- +5 'C, L A�i co-anf sforGcf� �irec, Lin�} yGs- SCE. P�1 �r� tig.S o�P �`lcy ✓P�7>. � � E,.2►en7 G belse<,",e,' S�or4 e- erg FEMA Form 086- -33(12/19) Replaces all previous editions. P.' r f o m Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2022 IMPORTANT:in these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy N er: um7 City State ZIP Code Compa NAIC Number El SECTI N E-BUILDING ELEVATION INFORMATION(SURVEY NOT RE UIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BF complete Items El—E5. If the Certificate is intended to support LOMA or LOMR-F request, complete Sections A,B,and C. For ems El—E4,use natural grade, if available.Check the meas ement used.In Puerto Rico only, enter meters. E1. Provide elevation information for a following and check the appropriate boxes to show hether the elevation is above or below the highest adjacent grade(HAG) nd the lowest adjacent grade(LAG). a) Top of bottom floor(including ba ement, crawlspace,or enclosure)is ❑f et ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including base ent, crawlspace, or enclosure)is feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permane t flood openings provided in Sec on A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is availabi is the to of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ o Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER R OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative h completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.Th stat ents in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representativ s Name Address \ City State ZIP Code \0 El Signature Date Telephone. Comments ❑Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 3 of.6 OMB'No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:Novem r 30,2022 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE OMPANY USE Building Street Address(includin Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number. City State ZIP Code Company AIC Number S*TION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law o ordinance to administer the community's floodplain manag ent ordinance can complete Sections A,B,C(or E),and G of this Elevati Certificate.Complete the applicable item(s)and sign b ow.Check the measurement used in Items G8—G10.In Puerto Rico only,a er meters. G1. ❑ The information in Section C was taken rom other documentation that has been signe and sealed by.a licensed surveyor, engineer,or architect who is authorized law to certify elevation information. (Indic a the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E fo building located in Zone A(witho t a FEMA-issued or community-issued'BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is pro ed for community floodp in management purposes. G4. Permit Number G5. Date Per" e t Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: New ConAs'ite: Improvement G8. Elevation of as-built lowest floor(including basement of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building ❑feet ❑ 'meters Datum G10. Community's design flood elevation: ❑feet ❑ meters Datum Local Official's Name Title Community Name �' Telephone Signature Date Comments(including type of equipment a d location,per C2(e),if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30,2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 0100 l �r�,�n � e. City State ZIP Code Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View";and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Tif +J Phc,- _.._ __�_._.. ' Clear PhofQ`One ILI��,{'' Phc 1ee�hn FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: Idl City c_ State ZIP Code Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. f lF g® n Photo �� . .r �� 'Cleat Photo"Three x' r r• v 4 Photo vuu, �aNuujj Cie r PMD1:O R�ir`•. - FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 of 6 Building Photographs Continuation Page/ o. 7 Far Ensursnce Company Use, Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number Oe cL City State ZIP Code wp ny ICNumbee 215 �. C,,.,� L1 s fv✓U tldv,'/ t . 7Ae vrn�cc-, Ao�- L4,�el 'kC',Tel c;1',r 4- AC4) ��+��5 re a U�,' /;�� C/oSef L./'�a,� elm✓-, fi�,.s a /5� �'�, � cJe.+e��.��.�- ��s Ij o Pcp f j y i LN ' Ic-bd Ven C,ONTRACTOR',S-IIP ATERIAL;&,TEST GUMFICATE FOR ABovEGROUND PIPIT--G- AddiFklf31c> 71tti9l.tii8f4riit,i>fM 14s�Fr�r�.n4m00b1!xfdm-TeaWg2Ro�olM Gantcc.. aan�;�ltl��trlr edstl tr• t= kluWat r�Cna tin�.a�i Recv + 1i5�Rasi Pi et �ilrifRlka t�;4�a 10 loFROCeDURZ ft, t v�rlip4t�fl c(�id:,�ir,�pe�lcn uri9 tnt�s` ip�made fsy�aanlrricinr�s r�e�'r'.aU'�tGi _14:Li.� bt 3r1�Alie��r�prea�ath� ..,,�. � I An cfcfcctsR aw he �4 and�}�4asireR in sw&a befog mnimcloet0f cnnel ftn*j,"c the Pb. y A ceidwsi.shio E611lad aft�r,�a�=4-t;Winfi gpt�of�t�tiy�s,.Ct�plep;t(ak•kv�Firi.;l.?m_10i�t�Fptvitnp azr�► s:as;awncrs unnd cpnli`aic 4 iits,un braleadlh*aHr t ►p'+cneantab'�A s nnp ai%feyscarfprgj44lc4aarty!cairnn®awtIha,onntracwfnifaultrrriot,pccrwodmumhfp, �r�iil;ctot� �3�r�iUip`nti5ngnuU�ostt�h�it�q:i:rants��aBa�dfr �e:• _ :.- . , � ;-,;,�;^,t't�naal$ lldinq PR&ERTYNWE ` E QA7E J Tp° Wog s P opr,RTYALiDRki$ ACCEPTEDOXAPPRO%gNOAM0rRIT S),NPA1ES P INSTALL A ION C414Ff]4Tt 3 TO A tce-ro PLANS YES CA No KV.-dENTY1690*APPROVED OF?ft?,6TA7PEM ONISfLOW) YES' 0 No RAS PERSON IN CW R OF FIRS SO:L AGNt S1 iNSTRt(CT>D AS'0 0CATI04 0F CANMOL X Yts:- 12 -ml� VAMS AND THE CARE AND 11AINTEHANCE OF THIS NE1-V EQUTPMEN'C k IF Nd;EXPIAW:- IiAS�t3PIC50✓'I+PPROpRtlk't'$:RSA"s'FittiG't`t011SAslt]G,�FiI�i4T�kyP�4ftt'S"StdAftCw~CH',�tSt3E>�M �i 1 c Ot LEP7aN'PRELlj5Z6? x YES 0,10 IF ra0,'0(PLA r: f±A S1JFFIJE?�t�IJILQINGS �� 1 CEW OR Ar ti NFFa IS • , PiFEGC� 0 9►15TQ STANDARD �„ Yi:& Ct � E Nb = � ' • - '- ;F1TI12�'f3t3CONFORMTO NFPA,13 STANWD . YES Ct NO, IF NO,E)CRAlN• •; a E MU Mts B {R TWE 411i� MODEL". RY VA46Y@ IAKR A43 t 'SEi2IAt.'NUMBER M.IAK1r ,MAGiMEI:5 STRIA!IVUAIBER ;�* Ut O 1A fl e 4r T kllm' V, SFj P$i• 0SA psi kltN:" . SEC_' ` 'WN. rJGS3`t' , r} '4"J1TT1: t}4.t3 E lden EXPT Aft 46A(3 4,l)t±k1RG PRINTED W UM- ;r ti Pr0=E1:11A71C. 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' ALLt=Irt RNTA0STATICAI.LY17;SF`>=13F4`i' �� 35eF�3A' ? Nrs; IFNSl;ST�4�PtGt�ON oRyPiplNGME%WfiflTESTED? . o YES Ct HO Er�t11P14u'4YT IanFaFaA`tSS�ROPi1R1 Y7 XYES. ® Nd l)FPAtk 6LEAC<F,'L3•0F0,%GlrECWE-,6N EAR VXMFU_atr*LY TEST PIPS, RESIDIFAI.PRESSUREtIfl'C13VAL,VEP4TES PIPE Y li TEST .W�.- PSI Oi',mil+dInP „�'IFSI Q).r►datgrti4mdeAt,vt an�",t9 cannrrGcns.la Y3lefis ll shoti td ttu fed aeta'a.c>xrXl cnada to 37p6n1i ptPPia_ WFIEDGYC{Tf'Y•c `PilpoRMNl1..%Ia a5W OYES r; NO C CXPLAIN FLUSHED,gYINS ALLCft'OE°UNDERGROOND 4PRINi0.ER P'Ill " 91 YES Q No t`3tJ Mel't1dSEDLOCATIONS I�t2�R&Ipt/JOjIr�J psi It NONE V11:1.1]EQPIPING? ❑YES NO g.:�, jxQ YOU GIvfiTIP Y tS Tt Sf'Rttv3r t C�v1HkGTQR TFtA+l°J1=LDtNG PROCEMAES 00UPLY i+ltrt4 t�YLs Q N9 'i1•z*1�'SGUIftEtt.Et#Ti S€1F,4T'Lt:,1ST'AV�"S D1t'1.9,LI�I�FL/1t2.37- .e N - IIO V(7It tii RTtf Y TMi�T7HE b°tELDING VJAS I�FRFOFiMED BV bt'LLJD 2s C1UA!II1ED Rd Ct16iPLIA!+tCt"s r3 YES Ci NO: VttTit:THERE"C1ulREr�Nyst'_1FA3LF.�►S'TAI;�f�1G:r},tt'rELA.�2-34 ' a Ot7YC3lLCEF#pF1"THAi'h'F�7lNG4Wft5C PiRIED�tiltNCOtAf�61F+t+�CE'�gFITNADAWUSN2EbWWW' Cotar-%OL-PROCEWRET0114SLIFLETItl4TAL -D CSFTtE FRl�a1`[Y,THATOPFNINMimptPING ` All S%IDOTHATSf.A.G AND OTHER YELDfV!G ESIDUEAREeP1USftY�ltwD;ANt}3t{AFf1,tIERIt,+,1 K7 Q yEfi ri NO D(AMETERS Op PIPING ARE NOT PSNETRATil �, GS O ll + + FtAFAEPLATC PRCnt�t;�� IF NO,E)Uv(NfS DA'6E L-07T Ill SERVtGF.WtrI I ALL Cot1TRQL VALVES MEW NAM OF INSTAunG CONTRACTOR S__t RY AUTOMATIC,FIRE, PROTECTION, INC. fflMX1._ ra> r? crYn`�act3 t� ®at rt�Lt=Homeowner WS tan�� _ ;z , FOR INSTALLING cordMOTaPiSS"�nca) �°.�.�� Tt71E ��°��.:3��'�` OP'P>r/0. f Ad5RIT1ONALCCrW.ifF 14114Af, 075S1: L e.cA BACK y� c r i NOV - 1 2024 NEW YORK I- MrIGROUP BUILDING T E C H N O L O G Y k�Oln'!"t C. ;a•`.Yi6ti.!1CSIC� Project Site: 8100 Hortons Lane Southold, NY 11971 Whole House Mechanical Ventilation System What You Need to Know: The NYS building code(R303.4)requires whole house mechanical ventilation in all new homes. New homes are designed to be as air tight as possible in order to conserve energy. Because of this,it's possible for the home to become stale and unhealthy when windows and doors are kept closed for long periods of time. The whole house mechanical ventilation system is designed to provide the minimum amount of safe and clean breathing air for occupants during those periods.Since the fan is not affected by wind,drafts,or stack effect,the maximum amount of energy savings is possible while still having a safe home through the use of mechanical ventilation. Your home is equipped with programmable Lutrons on 4 of the bathfans. In order to ensure adequate fresh air and ventilation to meet minimum code requirements,installed timers need to be set to run as noted below. 24 min per hour sryril a. a or ? V.. a'd 10 hours per day NEW YORKiffirlIG BUILDING T E,C-H NO L O G Y R O U P- Affidavit Of 2020 NYECCC Compliance Date: 8/16/2024 Inspection Address: 8100 Hortons Lane,Southold, NY 11971 This is to Certify that on 8/16/2024 the above address has been tested in accordance with.the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum.standard of: 3ACH50 Conditioned Floor.Area: 3475 Blower Door Test Result: 1 Conditioned Volume: 33996 Leakage in ACH50: 3.00 402.4.1.2 2020 ECCC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has b Jteby post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of:<4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: MechRm Leakage CFM925: Exempt Supply R-value: 4.2 lReturn R-value 1 4.2 System 2: ConSpace Leakage CFM@25: Exempt Supply R-value: 4.2 Return R-value 4.2. System 3: Conspace- ' Leakage CFM@25: Exempt Supply R-value: 4.2 lRetuirn R-value 1 4.2 Total Combined Leakage: Exempt CFM@25 Leakage Limit: 1 1391 JCFM@25 EXCEPTION-All ductwork and air handler is located within the building thermal envelope 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: I 65 Required: 65 1 M1507 Compliance Pass Combustion Safety Testing: See Attached Report Insulation and Thermal Bypass: Not Inspected HERS CIA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 accarella Certification #3587347 607-277-6240 Notice of independent Status.Asper the requirements the 2020 Building Code of NYS, New York Building Technology Group. Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the-project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com New York Building Technology Group 159 Rt.25A,Bldg.1 Suite B NEW YORK BUILDING Miller Place,NY11953 °' I�A o U o°L°`' Tel.(631)495-0289 Fax(631)389-2808 Combustion Safety Testing Form Certified Home Address: 8100 Hortons Lane City: Southold Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: i Seifert Construction Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Insulated Mech.Rm&Con.Space (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date.of Test: 06/24/2024 Outdoors Temp During Test: 84 OF. CAZ Depressurization Note:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: NA PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test?Yes No_ X Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System rimary_Yes x No _Ty.�e:Furnace Boiler Heat Pump GeoT Other End enc Fuel 7kpe2 Venting 7jtpe; - Draft Spillage Spillage CO CO ascal (Worst Case atural (Worst Case (Natural) Rating: COP N P O E x N V M S x NA Pa. Pass x Fail Pass X Fail NA PPM NA PPM Primary_Yes x kpe:Standard Tank_Indirect x Tankless_ Size:e�.s Style4 Common Vent❑ Water.Heater No Instantaneous_Commercial_(See Note S below) (Gallons) Stand Alone- ��'ci tencvs Fuel'Tv/�e2 Venting 7�pe; draft Spillage Spillagg CO CO (Pascal) (Worst Case atural (Worst Case (Natural) EF: . .86 N P X O E N M S X NA Pa. Pass X Fail Pass x Fail NA PPM NA PPM Oven Oven is Electric or No Oven Exists Oven Range Hood Vented to Outside Yes X No Oven CO NA PPM Ambient CO(During Oven CO Testing) NA PPM 'Heating System Efficiency Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2Fuel e. N=Natural Gas P=Propane O=Oil E=Electric 3eenting Type. N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances re fardless of Venting Type,if the exhaust vent is accessible. 4Water Heater Style... Commonly Vented with Heating-System or Stand Alone(Independently Vented or Orphaned) SWater Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater.Type is"Commercial'and the unit is 100.gallons or more,enter a maximum-modeled EF of.48 Rater Name: Tom Baccarella Rater Number: 3587347 Rater Signature: e � Date:. Jun 26, 2024 lh brm 90106 01CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 1 E �� eijYork Building Technology Group ` TECIINOt00Y i 159 Rt.25A, Bldg. 1 Suite B NEW YORKi� BUILDING Miller Place, NY11953 !� , G It 0 UP �!, 0 CT 2 5 2024 Tel 1 3�1)495-0289 Fax(631)389-2808 Combq tion Safety(((Testing Form Building, [3p_rjartment Town c:`s"Outholc Certified Home Address: 8100 Hortons Lane City: Southold Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Seifert Construction Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Insulated Mech.Rm&Con.Space (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 06/24/2024 Outdoors Temp During Test: 84 OF CAZ Depressurization (Note.Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: NA PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test?Yes No X Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: iffeatin System rimary Yes x No 3ype:Furnace Boiler Heat Pump GeoT Other E tcien Fud7 e-' Venting- yp�3 Draft Spillage Spillage CO CO (Pascal) (Worst Case (Natural) (Worst Case atural g: COP N P O Ex N V M S X NA Pa. Pass X Fail Pass X Fail NA PPM NA PPM Primaryi Yes x lype:Standard Tank_Indirect x Tankless_ Size:81.6 Style¢Common Vent❑ Water Heater No_ Instantaneous_Commercial_(see Note 5 below) (Gallons) Stand Alone MLIciena S YentiltoX,F T Pe3 DWI spifte &-&9= co P Fuel Tvne2 (Pascal). ffbrst Case (Natural) (Worst Case (Natural) EF: .86 N P X O E N M S X NA Pa. Pass X Fail Pass X Fail NA PPM NA -PPM Qyen Oven is Electric or No Oven Exists 0 Oven Range Hood Vented to Outside Yes x No Oven CO NA PPM Ambient CO(During Oven CO Testing) NA PPM -'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal -'Fuel Type. N=Natural Gas P=Propane O=Oil E=Electric 3Yenting Type: N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances re fardless of Venting Type,if the exhaust vent is accessible. ¢Water Heater Slyle.. Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is",Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Tom Baccarella Rater Number: 3587347 Rater Signature: a 5 _ _y Date: Jun 26, 2024 lh brm 90106 O1CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 0 CT 2 5 2024 2020 NYECC Certificate 8100 Hortons Lane - Southold Building Envelope Insulation Ceiling: Above Grade Walls: Foundation Walls: Exposed Floor: Slab: Window Data U-Factor SHGC Mechanical Equipment Heat: AFUE= Type: Cool: SEER= Type: DHW: EF= Type: Builder or Design Professional Signature: Building Envelope Testing Infiltration: 1698 CFM @ 50 Pascals 4 t10 Infiltration Volume:33,996 cu ft Ductl Exempt Duct2 Exempt Duct3 Exempt Duct4 Total Duct Leakage within thermal envelope HERS Rater Signature: Thomas Baccca a la Rater#: 3587347 New York Building Technology Group Test Date: 8/16/2024 OCT 5 2024 Lf , GG .mu� PLEASE READ This is your compliance certificate.In accordance with NYS code,this decal should be placed on or near the electrical panel or in the utility room near the boiler. Our inspector filled out all information that was relevant for our inspection.Please have the appropriate contractor fill out any remaining information before installing. Instructions from the IECC R401.3:A permanent certificate shall be completed by the builder or registered design professional and posted on a wall in the space where the furnace is located, a utility room or an approved location inside the building. Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. r-� NEW YORK r. rIIG BUILDIN.G TECHN OZOGY R O U P (t ' 0 CT 2 5 2024 Affidavit Of 2020 NYECCC Compliance Date: pp`??8/p16/2024 Inspection Address: 8100 Hortons Lane,Southold, NY 11971 eii > Ay";�a=`tmong This is to Certify that on 8/16/2024 the above address has been tested in accordartde6" " With the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 � Conditioned Floor Area: 1 3475 1 Blower Door Test Result: 1698 Conditioned Volume: 1 33996 1 Leakage in ACH50:. 3.00 402.4.1.2 2020 ECCC Compliance: I PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of:<4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: MechRm Leakage CFM@25: Exempt Supply R-value: 4.2 Return R-value 4.2 System 2: conSpace Leakage CFM@25: Exempt Supply R-value: 4.2 IReturn R-value 4.2 System 3: conSpace Leakage CFM@25: Exempt Supply R-value: 4.2 IReturn R-value 4.2 Total Combined Leakage: Exempt CFM@25 Leakage Limit: 1 139 CFM@25 EXCEPTION-All ductwork and air handler is located within the building thermal envelope 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: 65 Required: 1 65 IM1507 Compliance I Pass Combustion Safety Testing: I See Attached Report Insulation and Thermal Bypass: Not Inspected HERS QA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 om accarella Certification #3587347 6077277-6240 Notice of independent Status.As per the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com McDonnell Residence 8100 Hortons Lane Southold, NY 11971 D pUG _ 5 ?_G24 Ty��INr' OI rro`vs :)v s6x3'TS MANUAL-J,S,&D LOAD CALCULATIONS . Prepared By: Fernando Recinos Job Title: Draftsman Signature: Date: July 8, 2024 j { Hko ,lb . I - H ATI- N + CO0LGN ' - _ 11500 OLD SOUND AVENUE NATTITUCK NY 11952 Load Short Form Job: McDonnell Res. k 01-b Date: Jul 08,2024 ,"NAHEATING-tCOOLING Entire House By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com • Information For: McDonnell Residence 8100 Hortons Lane,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD (°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference (gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AHU 1 1237 26889 36016 1835 1835 AHU 2 1354 20167 25878 1376 1376 AHU 3 687 13359 17521 994 994 Entire House 3278 60415 79414 4204 4204 Other equip loads 0 0 Equip. @ 0.95 RSM 75443 Latent cooling 8870 TOTALS I 3278 I 60415 I 84313 I 4204 I 4204 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrig{f tsoft- 2024-Jul-10 09:43:38 f��. swv..,..+v..t...C....., RightSuite®Universal 202222.0.07 RSU10077 Page 1 IA�+Vl� ...J's1McDonnell ResidencelMcDonnell Residence.rup Calc=MJB Front Door faces:NE Load Short Form Job: McDonnell Res. Nkol'bAHU Date: Jul OS,2024 HEATING+COOLING 1 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kclbmechanical.com Project • . • For: McDonnell Residence 8100 Hortons Lane,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db('F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(OF) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference (gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SM048-1 CS Cond SM048-1 CS AHRI ref 202328433 Coil FV4CNB005 AHRI ref 202328433 Efficiency 4.6 COP Efficiency 23.48 EER Heating input 46600 Btuh Sensible cooling 38527 Btuh Heating output 46600 Btuh' Latent cooling 16511 Btuh Temperature rise 23 OF Total cooling 55038 Btuh Actual air flow 1835 cfm Actual air flow 1835 cfm Air flow factor 0.068 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.91 Capacity balance point=0°F Backup:Weil-McClain WEIL-MCLAIN ULTRA 230-CT Input=230000 Btuh Output=207000 Btuh 94.1 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#1 1237 26889 36016 1835 1835 AHU 1 1237 26889 36016 1835 1835 Other equip loads 0 0 Equip. @ 0.95 RSM 34215 Latent cooling 3521 TOTALS I 1237 I 26889 I 37736 I 1835 I 1835 13old/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighlsof " 2024Jul-Jul 09:43:38 Am .un• r«.e..gr... . Right-Suite@ U niversal 2022 22.0.07 RSU10077 Paget AM ...J's\McDonnell Residence\McDonnell Residence.rup Calc=MJ8 Front Door faces:NE Load Short Form Job: McDonnell Res. kolb Date: Jul 08,2024 AHU 2 By: FR HEATING t C001_11,4G Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: McDonnell Residence 8100 Hortons Lane, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db('F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD ('F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference (gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SM036-1 CS Cond SM036-1 CS AHRI ref 205503126 Coil FV4CNB05 AHRI ref 205503126 Efficiency 4.6 COP Efficiency 22.65 EER Heating input 36000 Btuh Sensible cooling 28895 Btuh Heating output 36000 Btuh Latent cooling 12384 Btuh Temperature rise 24 'F Total cooling 41279 Btuh Actual air flow 1376 cfm Actual air flow 1376 cfm Air flow factor 0.068 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.90 Capacity balance point=0°F Backup:Weil-McClain WEIL-MCLAIN ULTRA 230-CT Input=230000 Btuh Output=207000 Btuh 94.1 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#3 512 9292 12836 634 683 ZONE#4 842 10875 13042 742 693 AHU 2 1354 20167 25878 1376 1376 Other equip loads 0 0 Equip. @ 0.95 RSM 24584 Latent cooling 2901 TOTALS I 1354 I 20167 I 27484 I 1376 I 1376 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -, ' wrightsalt" 2024-Jul-10 09:43:38 Rig htSuite@Universal202222.0.07 RSU10077 Page 3 /4�+� ...J's1McDonnell ResidencelMcDonnell Residence.rup Calc=MJB Front Door faces:NE s Nkolb Load Short Form Job: McDonnell Res. Date: Jul 08,2024 HEATING+COOLING AHU 3 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: McDonnell Residence 8100 Hortons Lane, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db('F) 12 90 Method Simplified Inside db(`F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference (gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade, BOSCH Trade BOSCH Model SM024-1 CS Cond SM024-1 CS AHRI ref 205503123 Coil FV4CNB003 AHRI ref 205503123 Efficiency 4.8 COP Efficiency 24.42 EER Heating input 24200 Btuh Sensible cooling 20868 Btuh Heating output 24200 Btuh Latent cooling 8944 Btuh Temperature rise 22 'F Total cooling 29812 Btuh Actual air flow 994 cfm Actual air flow 994 cfm Air flow factor 0.074 cfm/Btuh Air flow factor 0.057 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.88 Ca pacity balance point=0'F Backup:Weil-McClain WEIL-MCLAIN ULTRA 230-CT Input=230000 Btuh Output=207000 Btuh 94.1 AFUE ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#2 314 6679 9461 497 537 ZONE#5 373 6680 8060 497 457 AHU 3 687 13359 17521 994 994 Other equip loads 0 0 Equip. @ 0.95 RSM 16645 Latent cooling 2448 TOTALS I 687 I 13359 I 19093 I 994 I 994 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ` WrigtlltsoW 2024-Jul-10 09:43:38 ,. •,,.«....., ,.., Rig htSu ite®Universal 2022 22.0.07 RSU 10077 Page 4 ...J's1McDonnell Residence\McDonnell Residence.rup Calc=MJ8 Front Door faces:NE Hkolb Building 7 Anal�/$IS Job: McDonnell Res. Date: Jul 08,2024 Entire House By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project Information For: McDonnell Residence 8100 Hortons Lane, Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (T) 70 72 Elevation: 67 ft Design TD (T) 58 18 Latitude: 42*N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bul b(T) 12 90 Infiltration: Daily range(T) - 16 ( M ) Method Simplified Wet bulb(*F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) IBM", Component Btuh/ft2 Btuh %of load Walls 3.1 7146 11.8 V-4I Glazing 19.1 35120 58.1lal'�10n Doors 0 0 0 Ceilings 2.0 3720 6.2 Floors 1.7 3012 5.0 Rcas Infiltration 2.7 11417 18.9 Ducts 0 0 �11i� Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 oaarg Total 1 1 604151 100.0 Component Btuh/ft2 Btuh %of load Walls 0.9 2181 2.7 Vd Glazing 29.1 53433 67.3 G'r Doors 0 0 0 Ceilings 1.1 2059 2.6 Floors 0.5 935 1.2 Infiltration 0.4 1687 2.1 tk4cn Ducts 0 0 Ventilation 0 0 CEings Internal gains 19120 24.1 Blower 0 0 Chdrg Adjustments 0 Total 1 1 794141 100.0 Latent Cooling Load =8870 Btuh Overall U-value =0.109 Btuh/ftz--°F, Window/Floor Area =56.1 % WARNING:window to floor area ratio=56.1% -more than 25%. Bold/italic values have been manually overridden -F�1. wrig"t woft- 2024-Jul-10 09:43:38 Right-Suite®Universal 2022 22.0.07 RSU10077 Page l ...J's1McDonnell ResidencelMcDonnell Residence.rup Calc=MJ8 Front Door faces:NE kolb BuildingAnalysis sis Job: McDonnell Res. Date: Jul 08,2024 HAHU 1 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@koibmechaniGal.com Project • • For: McDonnell Residence 8100 Hortons Lane, Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD('F) 58 18 Latitude: 42'N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange (°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ftZ Btuh %of load Walls 3.1 1924 7.2 filtianm Glazing 18.3 18162 67.5 Doors 0 0 0 Ceilings 2.0 314 1.2 Rccas Floors 1.7 2047 7.6 Infiltration 2.7 4442 16.5 Cher Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 aaa� Total I I 26889f 100.0 Component Btuh/ftZ Btuh %of load Walls 0.9 587 1.6 ChT Glazing 26.9 26759 74.3 Irtard Girs Doors 0 0 0 Ceilings 1.9 298 0.8 Floors 0.5 635 1.8 Infiltration 0.4 656 1.8 Ducts 0 0 Ventilation 0 0 Internal gains 7080 19.7 Blower 0 0 Adjustments 0 cadrg Total 36016 100.0 Latent Cooling Load = 3521 Btuh Overall U-value =0.131 Btuh/ft2--°F, Window/Floor Area =80.4% WARNING:window to floor area ratio =80.4%-more than 25%. Bold/italic values have been manually overridden WN9htsOtrt' 2024-1u1-10 09:43: '' •--• - RighlSuite6l Universal 2022 22.0.07 RSU10077 Page 2 ...J's\McDonnell Residence\McDonnell Residence.rup Calc=MJ8 Front Door faces:NE Hkolb Building Analysis Job: McDonnell Res. Date: Jul 08,2024 AHU 2 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@koibmachanical.com Project Information For: McDonnell Residence 8100 Hortons Lane, Southold, NY 11971 Design C• • • Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (°F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 48.9 Dry bul b(°F) 12 90 Infiltration: Daily range(°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft2 Btuh %of load Walls 3.1 2621 13.0 NWI filtuilion Glazing 25.1 11130 55.2 Doors 0 0 0 Ceilings 2.0 2670 13.2 af_ Floors 1.7 192 1.0 Infiltration 2.7 3554 17.6 C2ilir Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 aaang Total 20167 100.0 R.". Component Btuh/ft2 Btuh % of load Walls 0.9 800 3.1 VW Glazing 37.4 16592 64.1 rtard Girs Doors 0 0 0 Ceilings 1.0 1381 5.3 Floors 0.5 60 0.2 Infiltration 0.4 525 2.0a1 Ducts 0 0 Ventilation 0 0 Ojhrgs Internal gains 6520 25.2 Blower 0 0 Gadrrgl Adjustments 0 Total 1 1 258781 100.0 Latent Cooling Load = 2901 Btuh Overall U-value =0.104 Btuh/ft2-°F, Window/Floor Area =32.7% WARNING:window to floor area ratio=32.7%-more than 25%. Bold/italic values have been manually overridden wrightsaft' 2024-Jul-10 09:43:38 1 R ig htSu ite®Universal 2022 22.0.07 RSU 10077 Page 3 ...J's\McDonnell Residence\McDonnell Residence.rvp Calc=MJ8 Front Door faces:NE kolb Buildin Anal sis Job: McDonnell Res. g Y Date: Jul OS,2024 HAHU 3 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: McDonnell Residence 8100 Hortons Lane, Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature ('F) 70 72 Elevation: 67 ft Design TD ('F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bul b(°F) 12 90 Infiltration: Dailyrange ('F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) MEMO Component Btuh/ftz Btuh %of load Walls 3.1 2601 19.5I Glazing 14.5 5828 43.6 rillbatim Doors 0 0 0 Ceilings 2.0 736 5.5 Floors 1.7 773 5.8 Infiltration 2.7 3422 25.6 Ducts 0 0 Piping 0 0 A0°'S Humidification 0 0 Ceiling. Ventilation 0 0 Adjustments 0 Qaarg Total 1 1 133591 100.0 Component Btuh/ft2 Btuh % of load Walls 0.9 794 4.5 Wo Glazing 25.1 10082 57.5 Doors 0 0 0 k13TAGirs Ceilings 1.0 380 2.2 Floors 0.5 240 1.4 Infiltration 0.4 505 2.9 Ducts 0 0 Ventilation 0 0 Internal gains 5520 31.5 (erg Itrm Blower 0 0 Adjustments 0 Total 17521 100.0 Latent Cooling Load =2448 Btuh Overall U-value=0.083 Btuh/ft2-*F, Window/Floor Area =58.5% WARNING:window to floor area ratio= 58.5% -more than 25%. Bold/italic values have been manually overridden "Fo` WrightsoYt- 2024Jul-10 09:43:38 - Right-Suite®Universal 202222.0.07 RSU10077 Page ...J's\MCDonnall ResidenceWcDonnell Residence.rup Calc=MJ8 Front Door faces:NE HkoProject Summary Job: McDonnell Res. lb Date: JulR2024 Entire F re House By: R HFATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:into@kolbmechanical.com Proi-ect Information For: McDonnell Residence 8100 Hortons Lane, Southold, NY 11971 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 'F Outside db 90 °F Inside db 70 'F Inside db 72 °F Design TD 58 'F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 60415 Btuh Structure 79414 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping, 0 Btuh Equipment load 60415 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 75443 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 8870 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(f:2) 3278 3278 Equipment latent load 8870 Btuh Volume (fP) 34155 34155 Air changes/hour 0.32 0.15 Equipment Total Load (Sen+Lat) 84313 Btuh Equiv.AVF(cfm) 179 85 Req.total capacity at 0.70 SHR 9.0 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. • -rIo =Ights_of t- 2024-Jul-10 09:43:38 •�»• -+ • RightSuite®Universal 2022 22.0.07 RSU10077 Page 1 ...J's1McDonnell ResidencelMcDonnell Residence.rup Calc=MJ8 Front Door faces:NE y Project Job: McDonnell Res. Pro J � Date: Jul OS, 24 NkolbAHU 1 By: FR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Promect Information For: McDonnell Residence 8100 Hortons Lane, Southold, NY 11971 Notes: Desicin Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 26889 Btuh Structure 36016 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 26889 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 34215 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 3521 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(f:2) 1237 1237 Equipment latent load 3521 Btuh Volume(fP) 14844 14844 Air changes/hour 0.28 0.13 Equipment Total Load(Sen+Lat) 37736 Btuh Equiv.AVF(cfm) 70 33 Req.total capacity at 0.70 SHR 4.1 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SM048-1CS Cond SM048-1CS AHRI ref 202328433 Coil FV4CNB005 AHRI ref 202328433 Efficiency 4.6 COP Efficiency 23.48 EER Heating input 46600 Btuh Sensible cooling 38527 Btuh Heating output 46600 Btuh Latent cooling 16511 Btuh Temperature rise 23 OF Total cooling 55038 Btuh Actual air flow 1835 cfm Actual air flow 1835 cfm Air flow factor 0.068 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.91 Capacitybalance point=0 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA 230-CT Input=230000 Btuh, Output=207000 Btuh, 94.1 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F�1-=1gh1t:sc ft:- 2024,1ul-10 09:43:38 --.•-. y RightSuite@ Universal 202222.0.07RSU10077 Paget ...J's1McDonnell ResidencelMcDonnell Residence.rup Calc=MJ8 Front Door faces:NE olb Project SU1111118 Job: McDonnell Res, AHU 2 Byte: FR 08,2024 HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kclbmechanical.com Proiect Information For: McDonnell Residence 8100 Hortons Lane,Southold, NY 11971 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 20167 Btuh Structure 25878 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20167 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 24584 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2901 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heatin Cooling (none) Area(ft2) 135T 1354 Equipment latent load 2901 Btuh Volume (fP) 12186 12186 Air changes/hour 0.27 0.13 Equipment Total Load(Sen+Lat) 27484 Btuh Equiv.AVF(cfm) 56 27 Req.total capacity at 0.70 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SM036-1 CS Cond SM036-1 CS AHRI ref 205503126 Coil FV4CNB05 AHRI ref 205503126 Efficiency 4.6 COP Efficiency 22.65 EER Heating input 36000 Btuh Sensible cooling 28895 Btuh Heating output 36000 Btuh Latent cooling 12384 Btuh Temperature rise 24 OF Total cooling 41279 Btuh Actual air flow 1376 cfm Actual air flow 1376 cfm Air flow factor 0.068 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.90 Capacity balance point=0 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA 230-CT Input=230000 Btuh, Output=207000 Btuh, 94.1 AFUE Sold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ^P-wrightsoft- 2024-Jul-10 09:43:38 ....._ <-.., RightSuite®U niversal 2022 22.0.07 RSU10077 Page 3 ...J's1McDonnell ResidenceWcDonnell Residence.rup Calc=MJB Front Door faces:NE Ifiriflkolb Project SummaryJob: McDonnell Res. AHU 3 Byte: Jul 08,2024 HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,MatGtuck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Proiect Information For: McDonnell Residence 8100 Hortons Lane, Southold, NY 11971 Notes: Desiqn Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 13359 Btuh Structure 17521 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 13359 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 16645 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2448 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft') 687 68T Equipment latent load 2448 Btuh Volume(fF) 7125 7125 Air changes/hour 0.45 0.22 Equipment Total Load(Sen+Lat) 19093 Btuh Equiv.AVF(cfm) 54 26 Req.total capacity at 0.70 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SM024-1 CS Cond SM024-1 CS AHRI ref 205503123 Coil FV4CNB003 AHRI ref 205503123 Efficiency 4.8 COP Efficiency 24.42 EER Heating input 24200 Btuh Sensible cooling 20868 Btuh Heating output 24200 Btuh Latent cooling 8944 Btuh Temperature rise 22 OF Total cooling 29812 Btuh Actual air flow 994 cfm Actual air flow 994 cfm Air flow factor 0.074 cfm/Btuh Air flow factor 0.057 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.88 Ca pacity ba lance point=0 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA 230-CT Input=230000 Btuh, Output=207000 Btuh, 94.1 AFUE Sold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ^*- =rlghttsoft- 2024-Jul-10 09:43:38 Rig htSu ite@ Universal 2022 22.0.07 RSU 10077 Page 4 ...J's1McDonnell ResidencelMcDonnell Residence.rup Calc=MJ8 Front Door faces:NE ALA Right-M Worksheet Job: McDonnell Res. Entire House Date: Ju108,2024 HEATING+COOLING By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name Entire House AHU 1 2 Exposed wall 402.0 It 135.0 It 3 Room height 10.4 It 12.0 ft 4 Room dimensions 5 Room area 3278.0 ft2 1237.0 ft2 Ty I Construction U-value Or HTM Area (ft2) Load Area (ftz) Load number (13tuh/ft2-°F (Btuh/ft2) I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 85 -G ---- _9 - --_.. i - 33.06 21.66, - -„257 - 0 5157 ..6956 ..257 0---- -3727- -- - 0 6 2gla10-czin ,,clroutr,___ 0.250 ne- 33.06 44:59 1104� 630 51�57 6956 �0 90 280 5568 12F-4sw 0.053 se 3.07 0.94 1038 559 1718 524 288 91 280 85 11 10B-w 0.600 se 34.80 29.42 53 0 1844 1559 53 0 1844 1559 1 D-c2ow 0.570 se 33.06 55.09 144 0 4761 7933 144 0 4761 7933 2 glazing,clr outr, 0.250 se 14.50 26.92 30 0 435 807 0 0 0 0 .2 glazing,clr outr, _ 0.-- --se ---_14.50 26.92.--_ 252 0_.__-3654 6783 -_-_ 0__---0 _ 32 0_ --_0 12F14sw 0.053 sw 3.07 0.94 960 853 2622 800 348 346 1070 6 1 D-c2ow 0.570 sw 33.06 55.09 97 0 3218 5362 0 0 0 0 ..2 glazing,clr_outr,_____._-__.._.0.250_sw. -__1.4.50- _.26.92 _.____._10 _--__._0 --.,140_-_.__.260_..__ -___0_._ _._0 _-___._._O ...0 Vy 12F4sw 0.053 nw 3.07 0.B4 1122 282 866 264 636 96 295 90 I�CC 2 glazing,clr outr, 0,250 nw 14.50 21.66 300 0 4354 6505 0 0 0 0 .2.glazinq,clr outr.----_ _ 0.250.__nw 14.50 ____21,(36. _-_--540 0___.__7830 11699 __-54.0 --_-__0 ._-7830- _ 11699 18A,30zd_ ..., ._ .. -._.___.0.034__-__ _. __.1.97_ 1.02._ _-1727,__-__14727 3406 1762_ . 0_._--__-----0_ _._0__. _._ _ll. C-__-C_Partceilinq..--_.-_------0.035 --2.04.-----_1.93---------154, _-_-_154___._ 314_-___298.. __-- 154---_--154_..-_314- 19A730bswp.__.__' 0.034 -:____.-.-_1.65 _.---0.51'. _. _269 -- -269 __.._ _..4.45.-- ---138.... ..--__0 _- -__--_0 ..- -- ---0 --- -a_0- F, 19A-30bswp____^___ ____ _0,034___.-- ___-_7.65 _0.51,___..__1551 1551_______2567 797 1237 1237- 2047 635 61 c)AED excursion 101 1 1 10 Envelope loss/gain 1 48997 58608 1 1 22447 28279 12 j a) Infiltration 11417 1687 4442 656 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 14 3220 6 1380 Appliances/other 15900 5700 Subtotal(lines 6 to 13) 60415 79414 26889 36016 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 60415 79414 26889 36016 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total mom load I I I 60415I 794141 I I 268891 36016 Air required cfm) ! 42041 4204 18351 1835 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t - - =r 017tT01'tt"' 2024-Jul-10 09:43:38 •s •�-^ -^*+ RightSuite®Universal202222.0.07 RSU10077 Page l J's1McDonnell ResidencelMcDonnell Residence.rup Calc=MJB Front Door faces:NE ko�� Right-J@ Worksheet Job: McDonnell Res. Entire House Date: Jul 08,2024 HEATING+COOLING By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU 2 AHU 3 2 Exposed wall 144.0 ft 123.0 ft 3 Room height 9.0 ft 10.4 ft 4 Room dimensions 5 Room area 1354.0 ft2 687.0 fie T Construction U-value Or HTM Area ft2 Load Area ft2 Load Y number (Btuh/ft2-°F I (Btuh/ft2) I or perimeter (ft) (Btuh) I or perimeter (ft) I (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F 4sw 0.053 .-ne. .._, 3.07 ---- - ----- .,_., ---------- -- - ---- ------- -- -- 0.94 432 276 848 259 264 264 812 248 1 D-c2ow 0.570 ne 33.06 44.59 156 0 51'57 6956 0 0 0 0 . i;;� 2glazing,_clroutr,._.... --__- 0.250 ne, . 14,50.__-21,66_. ___..._Q_. .-__. 0..-_.__-__Q..-____.._9 _...._..-.Q _.0-__,..._:-. _4 _..- _.-._0- 12F 4sw 0.053 se 3.07 0,94 288 258 793 242 462 210 646 197 11 10B-w 0.600 se 34.80 29.42 0 0 0 0 0 0 0 0 1D-c2ow 0.570 se 33.06 55.09 0 0 0 0 0 0 0 0 2 glazing,clr outr, 0.250 se 14.50 26.92 30 0 435 807 0 0 0 0 2 glazing,dr ,outr,-Y r 0.250 se 14.50 _.-26.92 -_0_ 0 0____-0 ^_ 252-Y--0._T__ 3654 12F4sw 0.053 sw 3.07 0.94 288 191 586 179 324 314 966 295 1 D-c2ow, 0.570 sw 33.06 55.09 97 0 3218 5362` 0 0 0 0 _. 2,glazing,clr_outr,..._._,-.. _0.250,-_sw___.-.14.50-_-._26.92 '_. . 0 -..._______0 -0 ______.-0..._ _..-10_,-_.__-- 0_--_-140 ____ _ 260 11N 12F4sw 0.053 nw 3.07 0.94 288 128 393 120 198 58 178 54 2 glazing,clr outr, 0.250 nw 14.50 21.66 160 0 2320 3466 14D 0 2034 3038 - -- 2.plazino,clroutr..---- .-._-0.250 ._nw_----14.50.----21.66--- -0------0 -----0------0-- -- -..... -0----0- ---- 0 C'- 18A-30zd_ ..._.'__..._.._.__0.034.: r _.- -1.97-_..... 1.02:_..._1354___... 1354_ ___2670 1381 _..-_,._..373_•.. __._373----m_736 _380 Q_ _ C_Dart ceiling.----- -----0.035 -=- - -2,04----- 1.93 --- - 0 ------0 ----0.-- ----0------0-- -- ------0.-.------0- .E_._.u-.19A,30bswp.-_.. __.-....._�....0.034 _-._.,..._ _1.65..-.___0.51 ___ ..__..116__._-.:116___.__-192_-__,._._.-60 ._._ _153-- - _.--_79 0_.034.._-. ----1.65 0.51 --- --0 ---0-- 0. ---0 ----314_.-_-314 520 161_ 61 c)AED excursion 01 1 1 1 0 Envelope loss/gain 1 16613 18833 1 1 9937 11496 12 a) Infiltration 3554 525 3422 505 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 4 920 Appliances/other 5600 4600 Subtotal(lines 6 to 13) 20167 25878 13359 17521 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20167 25878 13359 17521 15 Duct loads 0% 0% 0 0 0% 0% 0 0 211 AirTotal room load required(c m) I I I 20376I 1671 21376I 58781 13 I I 994I 179944 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r� -{*„t- =r:L01 �p 2024-Jul-10 09:43:38 •ram RightSuite®Universal 202222.0.07RSU10077 Paget ...J'slMcDonnell ResidencelMcDonnell Residence.rup Calc=MJB Front Door faces:NE U-SA k�� Right-M Worksheet Job: McDonnell Res. 11EATING+COOL)NG AHU 1 Date: Ju108,2024 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kclbmechanical.com 1 Room name AHU 1 ZONE#1 2 Exposed wall 135.0 ft 135.0 ft 3 Room height 12.0 ft 12.0 ft heat/cool 4 Room dimensions 1.0 x 1237.0 ft 5 Room area 1237.0 ft2 1237.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area if III) Load number (Btuh/ftl--F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) I (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool .---- 05 ------ -- ------ -----------... -------------------- --�,- --- -- -- -- ._- -- - 6 12F 4sw 0. 3 ne 3.07 0.94 348 91 280 85 348 91 280 85 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 2glazing,clrgutr,__ -__ 0.250 _ne -__14.50 - _-21.65 257 0 ,_- 3727556B- 257 0; 37275568, 12F4sw 0.053 se 3.07 0.94 288 91 280 85 288 91 280 85 11 1OB-w 0.600 se 34.80 29.42 53 0 1844 1559 53 0 1844 1559 1 D-c2ow 0.570 se 33.06 55.09 144 0 4761 7933 144 0 4761 7933 2 glazing,clr outr, 0.250 se 0.00 0.00 0 0 0 0 0 0 0 0 Z glazing,clroutr,Y__-T_i 0.250 se _0.00 T-0A0 _0_ 0----_0_,�0_-_ - 0 __ T12F-4sw - 0.053 sw , 3.07 '0.94 348 348 1070 326 348 348 1070 326 1D-c2ow 0.570 ;sw 0.00 0:00 0 0 0 0 0 0 0 0 2glazing,clroutr,-,,...- __: _,0.250.-_sw-_,_.. _0.00.�_0.00. _0-.____.,,__0____ ___.0- 0 _-,.___,..-0_.__ __ 0._-._ 12F-4sw 0.053 nw 3.07 0.94 636 96 295 90 636 96 295 90 2 glazing,clr outr, 0.250 nw 0.00 0.00 0 0 0 0 0 0 0 0 ___ 2 alazina.clr cutr.______,___0.250,_nw__-_14.50 ,_,•-___,-540 __-__0, _ 7830 11699•__-__540 0-_--,_ 7830- __-_11699 Q- ,_18A-30zd-_,--_------ - ___-_-0.034._.--._ ---._0.00..,. __0.00. �_;_..2-1__0 _____0- ___-__0 --0-- ___. 0_.,..-- ---00- ,C___ C-part ceiling.---_____0.035 --_ ----2.04._---1.93 -----_154_- 154,_-__--314'-------298 -._._154____-•_154___--, 314•--,-__-.--298, F.__ ._ 19A,30bswp__.---_,-_-_ __0.034.._--, 0.00 r__0.00_ -.-0 -0 ----0 . _.0 ----._----_.-0-- -.._0 -_0 ___ ---0. 0.51 _.� 1237_-`1237 2047 635 1237 _1237 2047 635 6 c)AED excursion 01 1 1 1 0 Envelope loss/gain 1 22447 28279 1 1 22447 28279 12 j a) Infiltration 4442 656 4442 656 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 6 1380 Appliances/other 5700 5700 Subtotal(lines 6 to 13) 26889 36016 26889 36016 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 26889 36016 26889 36016 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 room I( I I I2I 31I I I 2I 31Airreui m) 11835 835 1835 18351 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -i1.F wrlgl�s a1't` 2024,1ul-10 09:43:38 Rig htSuite®Universal202222.0.07RSU10077 Page ...J's1McDonnell ResidencelMcDonnell Residence.rup Calc=MJ8 Front Door faces:NE AA ' Right-J® Worksheet Job: McDonnell Res. ar,I4E-ATIr,JG+COOLING AHU 2 Date: Jul 08,2024 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@koibmechanical.com 1 Room name AHU 2 ZONE#3 2 Exposed wall 144.0 ft 58.0 ft 3 Room height 9.0 ft 9.0 It heat/cool 4 Room dimensions 16.0 x 32.0 ft 5 Room area 1354.0 ft2 512.0 ft2 T Construction U-value Or HTM Area ft2 Load Area ft' Load Y number (Btuh/fV-°F (Btuhlft�) or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F4sw 0.053 ' no 3.07 0.94 432 276 848 259 144 48 148' 45 1 D-c2ow 0.570 ne 33.06 44.59 156 0 5157 . 6956 96 0 3174 4281' 0 . _- 0._. _..._.- ...____ 12F-4sw 0.053 se 3.07 0.94 288 258 793 242 0 0 0 0 11 1013-w 0.600 se 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing,clr outr, 0.250 se 14.50 26.92 30 0 435 807 0 0 0 0 2 glazing,clr outr,_T__ 0.250_se 0.00 0.0_0_ __--0. _ 0 .-__ 0_-_ 0_ O_ 0_ 0. 12F-4sw - 0.053 sw - 3.07 0.94 - 288 191 586 179 90 72 221 68 1 D-c2ow 0.570 sw 33.06 55.09 97 0 3218 5362 18 0 595 992 _ 2.glazing,_clr outr,._._ .,,,----0.250 _sw-._--_0.00. .,_0.00 .v 0 ----__.0 .0 -_._.. _0_-_---- 0---,-----0.. _.----_0- 12F-4sw 0.053 nw 3.07 0.94 288 128 393 126 288 128 393 120 2 glazing,clr outr, 0.250 nw 14.50 21.66 160 0 2320 3466 160 0 2320 3466 _,-- - -2 glazing.clroutr._--_- --- 0.250__nw-- --__- 0.00 -_----0.00-.--- -----._.__0__--- Q------.----0 .__0------_-0 0 --._--._-0 C,._'.-..-1BA-30zd--- __. 0.034.- -__1.97__ _�1.02 _1354'V--- 1354 ...___2670-- ,--J381 _ --___._512 __._-_512...._ _1010 -,.522 '-C C_part ceiling.--- ---0.035-= - --0A0---0.00.- ---0 ----0-- -0- ----0- ----0 ---0 --- --0 ----0- F_ ------.]9A-30bswp __.._-.__ _._:__0.034- _ __.-_1.65 _._._0.51. -_-L--1.16 _'.-_.__116._-. 192 60_.___......0 __.---- -_0.._-_----U- ---.0 F-T_19A304swp- --- - 0.034_--_-0.0-0 ---0.00--------0---- ----0-- --- -- --0 -_.-0 -- --0- --- 0 61 c)AED excursion 0 -129 Envelope loss/gain 1 16613 18833 1 1 7861 9365 12 a) Infiltration 3554 525 1431 211 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 2 460 Appliances/other 5600 2800 Subtotal(lines 6 to 13) 20167 25878 9292 12836 Less external load 0 0 0 '0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20167 25878 9292 I 12836 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total Air required �a) I I I 201671 11376I 21376I I I 9634I 12636 83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -V�f- wrlof z&s 01L- 2024.1ul-10 09:43:38 •�• RightSuite@ Universal 202222.0.07RSU10077 Page 4 ...J'slMcDonnell ResidencelMcDonnell Residence.rup Calc=MJ8 Front Door faces:NE "ALA ko I b Right-M Worksheet Job: McDonnell Res. HEATING+COOLING AHU 2 Date: Jul 08,2024 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name ZONE#4 2 Exposed wall 86.0 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 1.0 x 842.0 ft 5 Room area 842.0 ftz T Construction U-value Or HTM Area ft' Load Area Load y number (Btuh/ft--°F (Btuh/it2) I or perimeter (ft) I (Btuh) I or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool Val g_ 9 - - T-- ------ 288 228 701 214 6 12F-4sw 0.570 ne 3.07 4.59 Y 4 60 0 1984 2675 1 D-c2ow 0.570 no 33.06 44.59 2 lazin ,clr_outr,-_ _ 0.250 ne_, 0,00 _-0.00 _0 _--_---__4 12F4sw 0.053 se 3.07 0.94 288 258 793 242 i 11 10B-w 0.600 se 0.00 0.00 0 0 0 0 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 2 glazing,clr outr, 0.250 se 14.50 26.92 30 0 435 807 2 glazing,clrautr, --._0.250_se __-0.(0 _ _0.00 0 _ 0 0_ 0 12F4sw 0.053 sw 3.07 0.94 198 119 365 111 �- 1 D-c2ow 0.570 sw 33.06 55.09 79 0 2623 4371 2 glazing,clr_outr, -.,_ _�_- .0.250_sw_ _0.00 _-._.0.00 0, __0 12F4sw 0.053 nw 3.07 0.94 0 0 0 0 2 glazing,cir outr, 0.250 nw 14.50 21.66 0 0 0 0 2 glazino.clr outr._T_ 0.250.--nw---0.00.__.__0.00.--_--._0------0-___-0--_--_0__---___---__ - - ---.-. - C...___-18A-30zd__.__ -_____..__,___0.03_4 ..___ _ 1.97- --_ __1.02 .__4_,-842 -.___...842-_..___..1660 -_859 C part ceiling,-__ ._-_ .0.035 - _ 0.0.0,___0.00 _-_-.__ 0_____0 __0 0 A_-_�--0,_ F-_------- 1 .9A-30bswp _._....-_.- ____ 0.034._ _--1.65- _-0.51.-_�_.._.116 116___-_._ 192__..-__._60 F. _. 19A-30bswp 61 c)AED excursion 1 129 Envelope loss/gain 87631 9468 12 j a) Infiltration 2122 314 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 2 460 Appliances/other 2800 Subtotal(lines 5 to 13) 10875 13042 Less external load 0 0 1 Less transfer 0 0 Redistribution 0 0 14 Subtotal 10875 13042 15 Duct loads -0% 0% 0 0 Air al regoomdl(ad) I I I 10742I 130421 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F- wrlghticotx 2024-Jul-10 09:43:38 RightSuite®Universal 202222.0.07RSU10077 Page �G� ...J's1McDonnell ResidencelMcDonnell Residence.rup Calc=MJB Front Door faces:NE Hkolb Right-M Worksheet Job: McDonnell Res. HEATING+COOLING AHU 3 Date: Jul 08,2024 Kolb Mechanical By: FR 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU 3 ZONE#2 2 Exposed wall 123.0 ft 47.0 ft 3 Room height 10.4 ft 12.0 ft heat/cool 4 Room dimensions 1.0 x 314.0 ft 5 Room area 687.0 ft2 314.0 ft2 T Construction U-value Or HTM Area ft2 Load Area ft2 Load Y ( ) ( ) number (Btuh/ft2-°F (Btuh/ft2) or perimeter (ft) (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool clroutr,- 0.570 ne - -0.00 -...0.00 ' v0 -0. 0. _. __0 _Y0 -_- 0,--_ _-T_0 - ---' 0 L1.7glazing, _ ._____ . __A._-_. _____..____ 180 6 12F-4sw 0.053 no 107 0.94 264 264 812 248 192 192 590 1D-c2ow 0 1217-4sw 0.053 se 3.07 0.94 462 210 646 197 264 12 37 11 11 10B-w 0.600 se 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing,clr outr, 0.250 se 0.00 0.00 0 0 0 0 0 0 0 0 -_ 2 glazing,clr oufr,__- ._-____ 0.250_se_ 14.50 _ 26.92_____ 252 __ 0 _3654 __ 6783- _252 __ 0_ 36-1 ____6783 12F4sw 0.053 sw 3.07 0.94 324 314 966 295 108 108 332 101 1 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 0 0 0 0 L�LL��_{{G�� 2 glazing,clroutr,_ __.__0.250 -sw.___. 14.50 26.92. ___10 0__..-._J40.-•_.. __260_____-__._.0 ._._ 0 0.._ __:_0 12F-4sw 0.053 nw 3.07 0.94 198 5B 178 54 0 0 0 0 2 glazing,clr outr, 0.250 nw 14.50 21.56 140 0 2034 303E 0 0 0 0 - --- .2 olazino.clr outr. ---------0.250.-nw-__-0.00. 0.00 --0- - --0. - -0--- 0 - --0 - -_ - - _------_-- 0. 18A-30zd...--_-------. _. .,...-0.034 1.97_---'...1.02.._.-__:373-,-..._.._373 736 380__ --__. _.0„._. _. __.0--. ..,..._0 -•u, .-_.0, --__0.00 - - 0 ----0 0.- --0-----0 -----0---- ---- -0 .F 19A-30bswp- -._... .____,-0.034 ._ _.__...._.1.65, ,-,--_0.51 ._•,,.___153 ... -_153 ,:., ._253.: 79 _0 ... .. _0...___-.--0 -._-_ .__0 F____19A-2104swp_- -0.034 _ 1.65 __ 0.51 _--314_______314 520_- 161 314 --__314__ 520 161 6 c)AED excursion 0 -264 Envelope loss/gain 1 9937 11496 1 1 5133 6973 12 a) Infiltration 3422 505 1546 228 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 2 460 Appliances/other 4600 1800 Subtotal(lines 6 to 13) 13359 17521 6679 9461 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13359 17521 6679 9461 15 Duct loads 0% 0%I 0 0 -0% 0% 0 0 L I Air reqtal uired red m) I I I m load 139941 17521 994I I I 6497I 9537I Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. -rl -=r of gf>r' 2024.1ul-1009:43:38 Right-Suite(g)Universal 2022 22.0.07 RSU 10077 Page 6 ...J'slMcDonnell ResidencelMcDonnell Residence.rup Calc=MJB Front Door faces:NE k�� Right-Al Worksheet Job: McDonnell Res. Date: Jul 08,2024 AHU 3 H1=ATING4COOLING By: FR Kolb Mechanical 11500 Old Sound Ave.,Matfituck,NY 11952 Phone:(631)298-5527 Email:info@kclbmechanical.com 1 Room name ZONE#5 2 Exposed wall 76.0 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 1.0 x 373.0 ft 5 Room area 373.0 ft2 Ty Construction U-value Or I HTM I Area (ft°) I Load I Area I Load number (Btuh/ft-°F (Btuh/ft) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-4sw ---- -- --- 0.053 ne --- 1 D-c2ow _ 0.570 no 0.00 0.00 0 0 0 0 glazing,-clr outr,.. .__....__._0.250__ne_..... 12F-4sw 0.053 se 3.07 0.94 198 198 609 186 r 11 1013-w 0.600 se 0.00 0.00 0 0 0 0 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 2 glazing,clr outr, 0.250 se 0.00 0.00 0 0 0 0 2glazing,clroutr,__- 0.250 se_T 14.50 - 26.920_ _..__ _0 0 0 12F4sw 0.053 sw 3.07 0.94 216 206 634 194 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 lazng,clr..dutr, __ _0.250.._sw_-_-.14.50 _.-.26.92 2 12F-4sw 0.053 nw 3.07 0.94 198 58 178 54 2 glazing,clr outr, 0.250 nw 14.50 21.65 140 0 2034 3038 -<-- - 2.alazinq,clr_outr,----- — —.0.250.-,nw- --0.00,___0,00._------ 0.a._,_.. 9---_-_-0---------0 -- --- - C--_-----18A-30zd_---_- _- __..0.034 ----_1.97 --- --1.02 ___ 373 -_-- 37.3—__.._736 .__ 380 _-_...--_ _----•-_----.__---_ _--_----- .C—s- C.partceilinq.--- --.----0.035. = --0.00 ----0.00 - -----0------0 -:--0 ----0 F_..--'-- ]9A�Obswp__. _. ._.---_.0.034 _,_..___1.65. _._.'0.51 153 - -_-- 153__-.____..253 c -__79 19A-304swp—____ 0.034 : 1.65 A 0 0 0 0 -77 61 c)AED excursion 264 Envelope loss/gain 1 4804 4523 12 a) Infiltration 1875 277 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 2 460 Appliances/other 2800 Subtotal(lines 6 to 13) 6680 8060 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 6680 8060 15 Duct loads -0% 0% 0 0 Total required(c m) I I I 497I 8457I I I I Air 6 I Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. i4GGti-11.M wrigl7tsoft^ Right� 2024Jul-10 09:43:38uite®Universa1202222.0.07RSU10077 Pagel ...J's1McDonnell ResidencelMcDonnell Residence.rup Calc=MJ8 Front Door faces:NE First Floor 183 cfm 183 cf 15 cfm ZONE#� 183 cf 15 cfm 183'cfrr 1 115 cfm ZONE#" g 734 cfm 183 cf ' 83 cfm g 15" 1 9" 183 cf 183 drn 9' ' 15" 91, 83 cfm g 183 cf 91, 9„ 83 cfm 183 cfrn 91, 734 cfm _ ■ x8 x a 2x Room Job#: McDonnell Res. Kolb Mechanical Scale: 1 :85 Performed by FR for: Page 1 McDonnell Residence 11500 Old Sound Ave. Right Suite@ Universal 2022 8100 Hortons Lane Mattituck,NY 11952 22.0.07 RSU10077 Southold,NY 11971 Phone:(631)298-5527 2024-Jut-10 09:44:05 info@kolbmechanical.com esidencelMcDonnell Residence.rup Second Floor 137 cfm L223mcfr 445'cfm• 223 cfm 137 m F 19. 23 cfm 7" Y1 101, 137 mWww 9" 1 410 cfm ZON #z 712„ZONE#& — %12k 8 1 , . 8 # 1 137 cfm 9" 1 10 16x8 7„ m 5 cfm 1 7" T 16x8 x x 137 cfm g 37 dro 9 12" 9 ' .39 cfm r 1 CWNE#'. 199 cfm din Job#: McDonnell Res. Kolb Mechanical Scale: 1 : 85 Performed by FR for: Page 2 McDonnell Residence 11500 Old Sound Ave. Right-Suite®Universal 2022 8100 Hortons Lane Mattituck,NY 11952 22.0.07 RSU10077 Southold,NY 11971 Phone:(631)298-5527 2024-Jul-10 09:44:05 info@kolbmechanical.com ...esidence\McDonnell Residence.rup Duct System Summary Job: McDonnell Res. Hkolb Date: Jul 08,2024 HEATING+COOLING AHU 1 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: McDonnell Residence 8100 Hortons Lane, Southold, NY 11971 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.191 /0.109 in H2O 0.191 /0.109 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 1835 cfm 1835 cfm Total effective length (TEL) 401 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (13tuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk ZONE#1 c 3001 183 183 0.080 9.0 Ox 0 VIFx 32.0 105.0 st5 ZONE#1-A c 3001 183 183 0.080 9.0 Ox 0 VIFx 23.0 140.0 st5 ZONE#1-B c 3001 183 183 0.080 9.0 Ox 0 VIFx 15.0 150.0 st6 ZONE#1-C c 3001 183 183 0.080 9.0 Ox 0 VIFx 8.0 150.0 st6 ZONE 91-D c 3001 183 183 0.080 9.0 Ox 0 VI Fx 21.0 185.0 st6 ZONE#1-E c 3001 183 183 0.080 9.0 Ox 0 VIFx 27.0 185.0 st6 ZONE#1-F c 3001 183 183 0.080 9.0 Ox 0 VI Fx 34.0 185.0 st6 ZONE#1-G c 3001 183 183 0.080 9.0 Ox 0 VIFx 40.0 185.0 st6 ZONE#1-H c 3001 183 183 0.080 9.0 Ox 0 VIFx 47.0 185.0 st6 ZONE#1-1 c 3001 183 183 0.080 9.0 Ox 0 VIFx 54.0 185.0 st6 ZONE#1-J c 3001 183 183 0.080 9.0 Ox 0 VIFx 61.0 185.0 st6 ZONE#1-K c 3001 183 183 0.080 9.0 Ox 0 VIFx 60.0 195.0 1 st6 SupplyTrunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 367 367 0.080 550 9.9 8 x 12 ShtMetl st6 Peak AVF 1835 1835 0.080 826 18.1 8 x 40 ShtMetl Bold/italic values have been manually overridden t 4id- wrightsoft- 2024-Jul-10 09:43:39 '` .,.,..•�......Z- RightSuiteO Universal 2022 22.0.07 RSU10077 Pagel J�+ ...J'slMcDonnell ResidencelMcDonnell Residence.rup Calc=MJB Front Door faces:NE TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 734 734 135.0 0.080 598 15.0 Ox 0 VIFx rt4 rb7 Ox 0 734 734 78.0 0.080 598 15.0 Ox 0 VIFx rb8 Ox 0 734 734 146.0 0.075 598 15.0 Ox 0 VIFx rt4 TableReturn Trunk Detail Trunk Htg, Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt4 Peak AVF 1468 1468 0.075 695 16.8 8 x 38 ShtMetl ti -►' - wrtghtsoW 2024-Jul-10 09:43:39 t .,,.w,n.a.....m.w,r..�..q Rig htSuite@ Universal 202222.0.07RSU10077 Paget ,..J's1McDonnell ResidencelMcDonnell Residence.rup Calc=MJB Front Door faces:NE ' Duct System Summary Job: McDonnell Res. Hkolb Date: Jul 08,2024 HEATING+COOLING AHU 2 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: McDonnell Residence 8100 Hortons Lane, Southold, NY 11971 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.163/0.137 in H2O 0.163/0.137 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 1376 cfm 1376 cfm Total effective length(TEL) 345 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W :Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) atl Ln (ft) Ln (ft) Trunk ZONE#4 h 2720 223 208 0.080 10.0 Ox 0 VIFx 18.0 150.0 st4 ZONE#4-A h 2719 223 208 0.080 10.0 Ox 0 VIFx 38.0 150.0 st3 ZONE#4-B h 2719 223 208 0.080 10.0 Ox0 VIFx 37.0 105.0 s1:3 ZONE#4-C h 2719 223 208 0.080 10.0 Ox 0 VIFx 28.0 140.0 st3 ZONE#3 c 2139 127 137 0.080 7.0 Ox 0 VIFx 34.0 130.0 st4 ZONE#3-A c 2139 127 137 0.080 7.0 Ox 0 VIFx 30.0 130.0 st4 ZONE#3-13 c 2139 127 137 0.080 7.0 Ox 0 VIFx 21.0 130.0 st4 ZONE#3-C c 2139 127 137 0.080 7.0 Ox 0 VIFx 26.0 130.0 st4 ZONE#3-D c 2139 127 137 0.080 7.0 Ox 0 VIFx 33.0 130.0 st4 ZONE#3-E c 2139 127 137 0.080 7.0 Ox 0 VIFx 33.0 140.0 st4 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 668 624 0.080 668 12.4 8 x 18 ShtMetl st4 Peak AVF 983 1027 0.080 770 14.5 8 x 24 ShtMetl Bold/italic values have been manually overridden 'r' w ightsolFk'° 2024-Jul-10 09:43:39 ,..«.......m,'a.,.... RightSuite®U niversal 2022 22.0.07 RSU10077 Page 3 ...J's1McDonnell ResidencelMcDonnell Residence.rup Calc=MJ6 Front Door faces:NE Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Mat[ Trunk rb3 Ox 0 380 410 119.0 0.080 521 12.0 Ox 0 VIFx rt3 rb6 Ox 0 380 410 86.0 0.080 521 12.0 Ox 0 VIFx rt3 rb11 Ox 0 445 416 157.0 0.060 483 13.0 Ox 0 VIFx rt2 rb12 Ox 0 445 416 133.0 0.080 483 13.0 Ox 0 VIFx rt3 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 445 416 0.080 668 10.6 8 x 12 ShtMetl rt3 Peak AVF 1206 1235 0.080 695 15.6 8 x 32 ShtMetl wrightsoft- 2024.1ul-10 09:43:39 ... Rig htSuite®Universal 202222.0.07RSU10077 Page AM ...J'sXMCDonnell ResidencelMcDonnell Residence.rup Calc=MJB Front Door faces:NE o l Duct System Summary Job: McDonnell 202 Res. Nk Date: Ju108 2024 HEATING+COOLING AHU 3 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: McDonnell Residence 8100 Hortons Lane, Southold, NY 11971 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.161 /0.139 in H2O 0.161 /0.139 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 994 cfm 994 cfm Total effective length(TEL) 384 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (Cfm) FR (in) (in) Mati Ln (ft) Ln (ft) Trunk ZONE#2 c 3155 199 215 0.080 9.0 Ox 0 VIFx 26.0 150.0 st1 ZONE#2-A c 3154 199 215 0.080 9.0 Ox 0 VIFx 33.0 140.0 st1 ZONE#2-13 c 3154 199 215 0.080 9.0 Ox 0 VIFx 40.0 105.0 st1 ZONE#5 h 2227 199 183 0.080 9.0 Ox 0 VIFx 42.0 130.0 st2 ZONE 95-A h 2226 199 183 0.080 9.0 Ox 0 VIFx 46.0 160.0 st2 ZONE#5-8 h 2226 199 183 0.080 9.0 Ox 0 VIFx 1 30.0 140.0 st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 596 644 0.080 724 12.2 8 x 16 ShtMetl st2 Peak AVF 596 549 0.080 671 11.9 8 x 16 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb5 Ox 0 795 795 176.0 0.080 569 16.0 Ox 0 VIFx rt7 rb10 Ox 0 398 398 178.0 0.080 506 12.0 Ox 0 VIFx rt7 Bold/italic values have been manually overridden Tl' wrlghtsoft' 2024-Jul-10 09:43:39 j'` .�+..•,�...,....,<..�.,.ce Right-Suite®Universa1202222.0.07RSU1.0077 AM ...J'sXMCDonnell Residen McDonnell Residence.rup Calc=MJS Front Door faces:NE Pages t TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt� Peak AVF 1192 1192 0.080 675 18.0 0 x 0 VinlFlx rt8 rt8 Peak AVF 1192 1192 0.080 671 15.4 8 x 32 ShtMetl rt1 rt1 Peak AVF 1192 1192 0.080 671 15.4 8 x 32 ShtMetl wrightsof 2024Jul-10 09:43:39 '�• .....rN«.. r.w. Rig htSuite(D Universal 202222.0.07RSU10D77 Page ...J's\McDonnell ResidencelMcDonnell Residence.rup Calc=MJ8 Front Door faces:NE 1 1 1 • � • � • I I • 1 • 1 ROUGHLK 1 ENERGYPLUMBING' - INSULATION PER N.Y. . STATE • 1 UA 1��rs0 s m��1' ADDITIONAL e r ! / c s / L°.�i�_.'43l s TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees b C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form qContact: Approves . / �� Mail Disapproved a/c Pe eae io47/r ffh414P AVY, Phone: 5/, 6 V-- M,0� Expiration ,20 Building Inspector D �E V APPLICATION'FOR'BUILDING PERMIT D S E P 8 2020 20 INSTRUCTIONS Date f ,PT Z , �6 s ra $�p ��MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 se� tt ac � 0) r to scale.Fee according to schedule. TO vhri'?Li.I3fot;pla ho g cation of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The-Work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work.' e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed;within 18 months from such date.if no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.,Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with al]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 corporation) PC, EOx IZ Z4W /V� Y &97f (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of p"Ses 0 dQ "env F Z&N L LC (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. lwp Plumbers License No. Electricians License No._T Other Trade's License No. 1. Location of land on which proposed work will be done: 8106 /<D.P AIT L"46 J-0&7-Jo e12 House Number treet Hamlet e County Tax Map No. 1000 Section �!� Block Lots i F� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �4T�/L/j/7/W1 Q/d/' �,l�j�jJ/LV ,/ b. Intended use,and occupancy AFELLZa-nit/& CA1Z X,#/f1G Y r �• r, 3. Nature of work(check which applicable):New Building !-' Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. if dwelling,number of dwelling units cr Number of dwelling units on each floor��,�01 If garage, number of cars O 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. Al 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of sa a structure with alterations or additions: Front Rear Depth [ Height Number of Stories 8. Dimensions of entire new construction:Front_ Rear Depth Height Number of Stories 9. Size of lot:Front ag a Rear 4Q 8Z Depth S�Lrj 16, 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated R— QQ 12.Does proposed construction violate any zoning law,ordinance.or regulation?YES NOX- 13.Will lot be re-graded?YESV NO Will excess,fill be removed from premises?YES NO y 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 Y NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. 70J 7W PER/J/T -#C941,146D b.Is this property within 300 feet of a tidal wetland?*YES Y NO *IF YES,D.E.C.PERMITS MAYBE REQUIRED. b�(' pt-�G/YCTACQ� iO 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 OEa ''CG�'�� AV rhW& & k1HA% being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 4 G4&7--- (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi — '� y f LIA.M C.GOGGINS NOTARYTUBLIC,STATE OF NEW YO lion No.4963689. 1.444 otary P li Suffolk County q�ogj ignatu a of 1 nt• March 12.4"_ aOV� JUL 2 0 2020 BUMPING DEPT. tT HOLD 1311ildina Department Application AUTHORIZATION (Where the rlpplic<mt is not the owner) ►, NAnn i�{ �_residing at (Print properly owner's name) Nailing Address) do hereby authorize Z& C4 (Agent) -- to apply on my behalf to the Southold Building Department. 20 (Owner's Signature) (Date) (Print Owner's Narne) TOWN OF SOUTHOLD - BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 1,20 Contact: Approved 20 Mail to: Me I ra r Architect Disapproved a/c PO Box 1600,S thold, NY 11971 Phone: 63167A8736 D C� Building Inspector (�e C JUN 2 6 2018 APPLICATION FOR BUILDING PERMIT Date une 14 BUILDING DEFT. 20 18 TOWN OF SOZ3THOLD INSTRUCTIONS �l!r a.This application MUST be comple ly filled in by typewriter or in ink and submitted to the :pector with 3 sets of plans,accurate plot plan to scale.Fee ac ording to schedule. b.Plot plan showing location of lot and buildings on premises,'relationship•to adjoining premises or °streets or areas, and waterways. c. The work covered by this application in not be commenced before issuance of Building Permit. d.Upon approval of this application,the Bui ing Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the-premises available for inspection t oughout the work: e.No building,shall be occupied or used in who or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Buildin Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk unty,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alt ations or for removal•or demolition as herein described.The applicant agrees to.comply,with all applicable laws, ordinances, uilding code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary ' ections. (Si f applicant or name,if a corporation) PO Box 1600, Southold, NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, gen al contractor, electrician,plumber or builder Architect Name of owner of premises 8100 Hbrtons Lane LLC (as on the tax roll or lates deed) If applicant is a corporation; signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed-work will be done: 8100 Hortons Lane Southold House Number Street Hamlet County Tax Map No. 1000 Section 54 Block 04 Lot 31 Subdivision Filed Map No. Lot (Name) 2. State existing,use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residential b. Intended use and occupancy Single Family Residential 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $1,250,000 Fee (to be paid on filing this application) 5. If dwelling,'number of dwelling units 1 Number of dwelling units on each floor 1 If garage', number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 511611 Rear 51 $r, .- ,,Depth... _ 46 11 Height N/A Number of Stories:, 1 � � , Y1 J•- Y Dimensions of same structure with alterations or additions: Front N/A,- Rear (` Depth Height Number of Stories 8. Dimensions of entire new construction: Front 59 '6 Rear 59 6 Depth:,.,.r.,...40..A 0 Height 31 ' 8" Number of Stories 3* 9. Size of lot: Front 139.19' Rear 54.82' Depth- 416.95' 10. Date of Purchase 10/18/2016 Name of Former Owner Fabrizio DeRosa, Louise Rosser&-Lucille Goff , 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation: Yes- number of stories Yes . 13. Will lot be re-graded : Will-,excess.fill be removed from premises: , NO 5 Lagoon Drive; 14.Names of Owner of premises 8100'Hortons Lane LLCAddress Paget Dy04,Bermuda, Phone No. 441535-5521 Name of Architect", 'Meryl Kramer Addresgo Box 1600,soutnoid,'NY-11971phone No 631-477-8736 Name of Contractor Address Phone No: 15. Is this property within-100 feet of a tidal wetland? *YES NO X • IF YES, SOUTHOLD'TOWN TRUSTEES 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. STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary,Public,State of New York No.01 BU6185050 (S)He is the aWk (Contractor,Agent,Corporate Officer,etc.) Commission Expires April 14,2 of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this-application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. s3yorn to before me this a4VA day o 20 18 1: 6�4) Notary Public Si4. a re of-Applicant. k PA(-'if' 1 zrt A TOWN of- ")OOTklOLD FLC)ODE' AIN 'Dil forlit is to be filled, ow in duplicate. L. No work gray simt Imlil a pelmit is imurd- I The perwit way be revoked it any false statctzscnis are mde hcrtiu. 3, it rcvoktd, atI work mtw eerie until perutit is tc-issued. d, DevclolMiciit shall no( tic used ar occupied until a Ccreirimt of Cbmpbi%=t is iS&tled S. The permi€ witl expire if no work is commeaccd within six actor:€hs of issuanm. 6. Applicaat is barcby intormcd that other per=i.s tuay be required io fulfill lo=?,state and federal repilmory rcquirrments. I Applirarat bctcby gives consent to the Local Admisri.strator or Ws/ber mpresentative to make itmouahic inspection required to verity complitnre, S. I,Trt ll"APPLICANT,Ct-MIF'Y THAT ALL STATEMENTS HEREIN AND IN A-rrACi ttvtFivFS TO THIS APFUCATION ARE,TO TBE FST P F MY YNO ;) F T RU i-AND A CCU RA"IT- -+ (A.FPL1CAN7`S ST*ATIJRE) 't. DATL 20 .11 R�.'aC`.:.S1.J t) U'P Try t7 GJ11 Su'rS..,.vc•m&T U bV A P�..S`s, M . _.NANR _ __6rj _R� Z 1�F i�c��Yf: 441— 13Lrf LD ER l NG MER .�i3SZ�>f~cr LQC.AT9©r�: TO SVOW delay iu FrotM.;sing the xplaGcstior. pleuc provide enough to easily identity the ptoir-ct io3tion, Provide the luett addrts5, 10t tl=kaet of legal description (attach) and, outside urbla arras, thr distance 10 the nearest i.nLexscctwg road or wcU-kisown taudmark. A skrtcb at.tac:ev to this applicatioca sho-inf, the project locatiou woWd be helpful. D FOPM1 JUL 2 3 2020 BUMDTNG DEFT. r APPLICATION a ' PAGE- I of 4 TOWN OF SOUTHOLD F LOODPLA.IN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE, TRUE AND ACCURATE. —41- (APPLICANTS SIOj IATURE) DATE SECTION 2 PROPOSED DE-LOPMENT (Tb be completed by APPLICAhTl NAME ADDRESS TELEPHONE APPLICANT �' �j00/l/D��v� /�• 7�rQ¢/—'��'r'��'SQ05`_ BUILDER ENGINEER AZY,q�K �jY �0�66 ,PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. -ao s' P.AlP /s D so iYD ------ FDP(93) APPLICATION' PAGE 2 OF A ---- DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURt�, TYPE ❑ New Structure Residential (1-4 Famdy) O Addition 0 Residential (More than 4 Family) ❑ Alteration O Non-residential (Floodproofing? C1 Yes) ❑ j elovation 0 Combined Use (Residential & Commercial) DemdGtiou f, ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S .CEO,DOCJ. CJa B. OTHER DEVELOPMENT ACTIVITIES: &/Fill ❑ Mining ❑ Drilling ❑ Grading O Excavation (Excep( for Structural Development Checked Above) 0 Watercourse Alteration (Including Dredging and Channel Modifications) 0 Drainage Improvements.(Including Culvert Work) El Road, Street or Br�•tdge Construction C1 �ubdivuiou (New or Expansion) Individual Water or Scr System ❑ Other (Please Spect7y)•. After completing SECTION 2, APPLICANX should submit form to Local Administrator for review. SECTION 3. FLOOD PLAIN DETERMINATION fTo be camoieted by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No., Dated The, Proposed Development: O Is I=located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). 0 Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) O Unavailable 0 The proposed development is located in a floodway. FBFM Panel No. Dated O Sec Section 4 for additional instructions. SIGNED �. _ DATE_ ----- APPLICATION +� PAGE 3 OF 4 SECTION 4• ADD(TIONAL INFORMATION REOUIREI) (To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: O A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans, drawn to scale, and specifications, including where applicable:details for anchoring structures, proposed elevation of lowest floor (including basement)„ types of water resistant materials used below the first floor,details of floodproofing of utilities located below the Lust floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 ages, whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new 0 elevation Ft. NGVD (MSL). ❑ Floodproofing protection level (non-residential only) Ft.'NGVD (MSL). For <� r. flooIhroofed structures, applicant must attach certification from registered engineer or architect. ❑ Certificatio from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other: ,SECTION 5 PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATORI I have determined that the proposed activity. A. 0 Is B.❑ Is not in confortnance with provisions of Local Law # . 19 The permit is issued subject to thr conditions attached to and made part of (his permit. SIGNED , DATE If BOX A is checked, the LocaJ Administrator may issue a Development Permit upon payment of designated fee. Zf M 8 is 4heefced, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. APPLICATION a PAGE a OF a APPEALS: Appealed to Board of Appeals? ❑ Ycs ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions SECTION G: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a fcgistercd professional engineer or a Licensed land surveyor (or attach a certification to this application). Complete I or 2 below. I- Actual (As-Built) Elevation of the top of the lowest floor, including basement in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADA11NISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ONO DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? OYES ONO SECTION 8 QERTIFTCATE QF COMPLIANCE(To be completed by T.OGA.L ADK4TNTqTRAT R Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE Of, COMPLIANCE FOR DEVELOPMENT IN A SPECL4L FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. &aCMA19 44N. PERMIT DATE OWNERS NAME AND ADDRESS: C CK ONE: C�I �pl/I/� Mc1�(1�./ / KNEW BUILDING .4 doA� �i2j1/.LC O,d� ❑ EXISTING BUILDING ❑ VACA.NT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS' OF LOCAL LAW # , 1.9 SIGNED: DATED: B. COMPLL4-NCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 1.9-7 AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C(93) e .III sYa Glenn Goldsmith,President �QF soar Town Hall Annex A.Nicholas Krupski,Vice President ,`O� y�lO 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold,New York 11971 Michael a J.Domino CA ,c G Telephone(631) 765-1892 j Greg Williams �� Fax(631) 765-6641 I i BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 22, 2021 JAN 2 7 2021 I Michael Kimack P.O. Box 1047 Southold, NY 11971 j RE: 8100"HORTONS LANE, LLC . 810.0 HORTONS LANE, SOUTHOLD �I SCTM# 1.000-54-4-31 I� Dear Mr. Kimack: ,1 a The following action was taken by the Southold Town Board of Trustees at their Regular 'Meeting held on Wednesday, January 20, 2021: WHEREAS, Michael Kimack, on behalf of 8100 HORTONS LANE, LLC applied to the Southold it Town Trustees for an Amendment to Wetland Permit#9148 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application i dated July 22,.2020, and, I ;I WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, j II WHEREAS, the LWRP Coordinator issued a recommendation that the application be found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, I� WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#9346 to demolish existing one-story dwelling with garage, foundation, outdoor shower, porches, steps, cesspool, water well, shed and stepping stones; backfill disturbed areas; construct an elevated three-story, 1,713sq.ft. dwelling and 730sq.ft. of terraces with 18sq.ft. of 2 third floor outdoor shower and 60sq.ft. on-grade landing for a total of 2,521sq.ft.; install an I/A Wastewater Treatment System and install gutters to leaders to drywells to contain roof runoff; and as depicted on the survey prepared by Nathan Taft Corwin III Land Surveyor, last dated July 20, 2020, and stamped approved on January.20, 2021. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) 'Fees: None This is not a determination from any other agency. Sincerely, Glenn Goldsmith, President Board of Trustees. i GG/dd. Glenn Goldsmith,President 0, Town Hall Annex "+�► . ,e_ 54375 Route 25 A.Nicholas Krupski,Vice President sQ P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly d+s ac Tejsphone 3\4 7 18k Elizabeth Peeples - .• � `Fax��63 765-66411 r I ,4 Nov - 1 2024 BOARD OF TOWN TRUSTEES TOWN OF SOU7'HOLD ii1� ''tr CERTIFICATE OF COMPLIANCE #2188 C Date: October 29,2024 THIS CERTIFIES that the demolition of existing one-stony dwelling with garage.foundation, outdoor shower porches steps cesspool water well shed and steppina stones• backfilling of disturbed areas:construction an elevated three-story 1 713sa ft dwelling and 730sq ft of terraces with 18s4.ft.of third floor outdoor shower and 60sq-ft on grade landing for a total of 2,521 sg ft•with 68sa.ft.of 4'wide on grade boardwalks: 199sg ft of on-grade masonry landings:48sq_ft raised equipment platform: installation of an Innovative&Alternative wastewater treatment system:and installation of trutters to leaders to drywells to contain roof runoff and in accordance with Chapter 236 of the Town Code- Stormwater Management, ment, At 8100 Hortons Lane.Southold Suffolk County Tax Map#1000-54-4-31 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 20,2018 pursuant to which Trustees Wetland Permit#9346 Dated November 14.2018,was issued and Amended January 20,2021 conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this-certificate is being issued is for the demolition of existing one-story dwelling with garage,foundation outdoor shower porches steps cesspool water well.shed and stepping stones: backfilling of disturbed areas:construction an elevated three-story. 1 713sq ft dwelling and 730sa.ft.of terraces with 18sc1 ft of third floor outdoor shower and 60scLft on-grade landing for a total of 2,521 sa.ft.: with 68sq ft of 4'wide on-grade boardwalks: 199sq-ft of on-grade masonry landings:48so.ft.raised equipment platform, installation of an Innovative&Alternative wastewater treatment system:and installation of gutters to leaders to d[ywells to contain roof runoff and in accordance with Chapter 236 of the Town Code-Stormwater]Management. The certificate is issued to 8100 HORTONS LANE.LLC owner of the aforesaid property. Authorized Signature I _ I NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY O Stony Brock,50 Circle Road,Stony Brook,NY 11790 ;i P:(631)444-0365 1 F:(631)444-0360 %Wjw.dec.ny,gov jl j PERMIT MODIFICATION ' July 28, 2020 8100 Hortons Lane LLC. . 5 Lagoon Drive Paget, Bermuda DV08 Re: Application #14738-04616/00001 8100 Hortons Lane LLC — 810.0 Hortons Lane ! SCTM# 1000-54-04-31 Dear Permittee;: The Department of Environmental Conservation (DEC) has reviewed your request to j modify the above referenced permit in accordance with the Uniform Procedures Regulations (6NYCRR Part 621). It has been determined that the proposed modifications will not substantially change the scope'of the permitted actions. ! Therefore, the permit is hereby modified to authorize: Changes to the proposed footprint of the single-family dwelling and accessory structures. All work shall be done in accordance with the modified site plans ! prepared by Barnes Coy Architects, last revised 06/30/2020, and septic plans prepared by TF Engineering, last revised 07/24/2020 and stamped 'NYSDEC Approved,on 07/28/2020, r This letter is a modification to the original permit and must be available at the job site whenever authorized work is in progress. i ' All other terms and conditions remain as written in the original permit. Sincerely, .I Laura F. Star Permit Administrator cc: Michael Kimack BMHP BoEH j File j iuwc DepaNmentof •r[;Environmental Conservation FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: September 9, 2020 TO: Michael Kimack(8100 Hortons Lane LLC) PO Box 1047 Southold, NY 11971 Please take notice that your application dated September 8, 2020: For permit: to demolish an existing dwelling and construct a new single-family dwelling at: Location of property: 8100 Horton Lane, Southold, NY County Tax Map No. 1000- Section 54 Block 4 Lot 31 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XII, Section 280-18, which allows the maximum permitted stories at 2 %. The proposed plan shows a third story. Authorized Si atu - Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS ®�$®Q Southold Town Hall Leslie Kanes Weisman,Chairperson ®�`� jy®l 53095 Main Road•P.O.Box 1179 h ® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �, Town Annex/First Floor, Robert Lehnert,Jr. 0 • �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento lij'coUe1� Southold,NY 11971 http://southoldtownny.gov E C E N FE ZONING BOARD OF APPEALS TOWN OF SOUTHOLD l��•5�� N 0 V 2 3 2020 Tel.(631)765.1809•Fax(631)765-9064 ^ LQ 53®u hold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 19,2020 ZBA FILE:#7433 NAME OF APPLICANT: 8100 Hortons Lane LLC PROPERTY LOCATION: 8100 Hortons Lane,Southold,NY SCTM No. 1000-54-4-31 SEQRA 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 September 17,2020 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards.The LWRP Coordinator issued a recommendation dated October 25, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is the recommendation of the coordinator that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. Furthermore, when the action is assessed with the surrounding community character, the addition of a third story in this instance does not fully foster a pattern of development that enhances community character, as indicated in Policy 1 criteria of Chapter 268. Furthermore, the proposed action does not meet Policy 4 which supports relocating and or decreasing the size of non-water dependent structures in vulnerable areas. The purpose of the regulations within Coastal Erosion Hazard Area and FEMA flood zones is to avoid and minimize structural loss. The proposed third story structure is located in an area subject to repeated storm surge and expected structural damage and loss over time. In order to mitigate inconsistencies with LWRP policy standards,the applicant has proposed elevating the structure to FEMA compliance heights creating a first finished floor at 14 feet. No other uses but a basement/garage/storage will be built at ground Ievel. With the applicant's proposed additional improvements, including the installation of an IA sanitary system, and the conditions imposed herein, the Board finds the action CONSISTENT with LWRP policy standards and therefore CONSISTENT with the LWRP. On October 13, 2020,the project was again submitted to the LWRP with the following conclusions. The proposed action has been reviewed to Chapter 268,Waterfront Consistency Review of the Town of Page 4,November 19,2020 #7433, 8100 Horton SCTM No. 1000-54-4-31 6. Town Law&267-b. Grant of requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a single family 3 story dwelling while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF TBE 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 Lehnert, seconded by Member Dantes,and duly carried,to GRANT the variance as applied for,and shown on the survey prepared by Nathan Taft Corwin III,L.S., last revised July 20, 2020, and Architectural Plans prepared by Christopher James Coy, Architect, dated May 28,2020. SUBJECT TO TIE FOLLOWING CONDITIONS: The applicant shall install an Alternative (VA OWTS) Wastewater Treatment System as a oved by the Suffolk County Department of health. 2, he applicant shall submit a new ground level floor plan showing the removal of the proposed shower in the cabana bathroom and relocating it to a conforming location on the xterior of the structure. The ground floor garage, storage areas, and half bath shall remain non-habitable and conditioned space. �y 4. he applicant shall install a sprinkler system per NYS Building Code requirements 5. The applicant shall install landscape screening along both of the side property lines but shall not obstruct the vision of drivers entering and exiting the subject property or nearby properties That the above conditions he written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions,the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County t i Page 2,November 19,2020 #7433,8100 Hortons SCTM No. 1000-54-4-31 Southold Town Code and the Local Waterfront Revitalization Program (L WRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available the proposed action is recommended as CONSISTENT with the LWRP.This recommendation is based upon the following: The Board granted a variance (Appeal No. 7214) for a previous proposal on February 21, 2019 finding the action consistent with the L WRP. The decision included mitigation that furthered Policies 1,4 and 6. The new proposed action reflects the decision. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 31,063 sq.ft.parcel with 12,660 sq.ft. landward of the Coastal Erosion Hazard Line(CEHL). The parcel measures 200.88 feet fronting Horton Lane along the southwesterly property line,measures 348.14 feet along the southerly property line,measures 54.82 fronting the Long Island Sound along the northeasterly property line and measures 416.95 feet along the northerly property line. The parcel is improved with a one-story house and garage with an enclosed porch and outside shower. A framed shed is located seaward of the CEHL as shown on survey prepared by Nathan Taft Corwin III,L.S.,last revised July 20,2020. BASIS OF APPLICATION: Request for a Variance from Article IV, Section 280-18 and the Building Inspector's September 9, 2020 Notice of Disapproval based on an application for a building permit to demolish an existing single family dwelling and construct a new single family dwelling, at; 1)more than the code permitted maximum two and one-half(2-1/2) stories; located at: 8100 Hortons Lane, (Adj. to Long Island Sound),Southold,NY. SCTM No. 1000 54-4-31. RELIEF REQUESTED: The applicant requests a variance for relief for constructing a new single-family dwelling with a third story where a maximum of two- and one-half stories are permitted by the zoning code. ADDITIONAL INFORMATION: The applicant was granted a variance to construct a third story in a new single-family dwelling on February 21,2019,Appeal No. 7214. On July 16,2020,the applicant then asked for a de minimus approval to change the entire design of the dwelling from what had been previously approved. In response to the request, the Chairperson and Board Members discussed the matter and reviewed the new architectural plans and elevations and, in a letter from the Chairperson, dated August 7, 2020, that applicant was informed that the de minimus request was denied and that a new application and public hearing before this Board would be required if the applicant wished to proceed with the new architectural plans. During the public hearing the applicant's agents testified as to the nature of the proposed third story. Due to FEMA regulations, the building is situated in an AE zone, which does not allow any habitable living space on the ground floor. The ground floor of the proposed new dwelling contains an unconditioned, non-habitable one car garage, storage room, and a cabana/full bath, with beach, garden and additional general storage rooms. Because the proposed dwelling has two habitable levels above the ground floor level, the Building Department has determined that the dwelling has three stories where a maximum of two and a half stories is permitted by Town code. The proposed dwelling is in fact an elevated two-story dwelling. The owner's agents also testified that the proposed structure will have less visual impact than the previously approved dwelling. The Board informed the applicant's architect that a full bath was not permitted in the proposed ground level storage areas by code and that the shower would have to be removed,which he agreed to do. Page 3,November 19,2020 #7433,8100 Horton SCTM No. 1000-544-31 The applicant has received a Board of Trustees Wetland Permit because the proposed new dwelling will be located landward of the Coastal Erosion Hazard Area and into FEMAAE Zone on the subject property. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 5,2020_at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed dwelling is similar in size and height to many other new and renovated waterfront dwellings along North Sea Road that are elevated to FEMA requirements.Most homes in the neighborhood include attached garages. 2. Town Law 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 applicant proposes to demolish an existing dwelling and accessory structure Iocated in the Coastal Erosion Hazard Area and to build a new dwelling landward of the Coastal Erosion Hazard Line on the subject property. The applicant also proposes to locate a new IA sanitary system in the code conforming front yard. The subject property has street frontage on a curve in the road that joins Horton Lane to North Sea Drive. Collectively these factors, severely limit the buildable area of the lot, especially within the front yard, leaving no feasible alternative but to locate a garage, storage area, and half bathroom within the elevated foundation of the new dwelling. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100% relief from the code. However, the parcel is located in the FEMA regulated AE zone which requires the proposed residential structure to be built on a foundation that is 12 to 14 feet above grade.To build a two-story dwelling on the required foundation,the applicant must seek a variance for a three-story home.Further,the proposed dwelling is conforming in height. 4. Town Law $267-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 applicant must comply with Chapter 236 of the Town's Storm Water Management Code and be compliant with FEMA regulations and requirements set forth in the Board of Trustees' Wetlands Permit.Also,the proposed construction replaces a dwelling and sanitary system that is seaward of the Coastal Erosion Hazard Area, thereby being more conforming in location and lessening adverse environmental impacts 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Page 5,November 19,2020 #7433,8100 Hortons SCTM No. 1000-54-4-31 Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one(1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Acampora,Dantes,Lehnert,and Planamento(5-0). es lie KaJ6 Weisman,Chairperson Approved for filing /2020 BOARD MEMBERS �®g SO Southold Town Hall Leslie Kanes Weisman,Chairperson �� 53095 Main Road-P.O.Box 1179 Southold,NY 11971-09.59 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. Re� ®� 54375 Main Road(at Youngs Avenue) Nicholas Planamentoi �icivlt �� Southold,NY 11971 http://soutlioldtownny.gov ZONING BOARD OF APPEALS August 7, 2020 TOWN OF SOUTHOLD Michael Kimack Tel.(631)765-1809 -Fax(631) 765-9064 P.O. Box 1047 Southold,NY 11971 Re: De Minimus Request Denied, File# 7214 8100 Hortons Lane, LLC, Southold SCTM No. 1000-54-4-31 Dear Mr. Kimack; We are in receipt of your correspondence received July 16, 2020 requesting a de minimus approval to construct a single family dwelling upon the above referenced premises. In your letter, you indicated that the applicants employed a different architect to draft plans for the new dwelling which replaces the original design that was approved by this Board. You further explain that the footprint configuration is situated within the approved setbacks'by this Board, the height of the natural grade at 34 feet is still below the maximum allowable height, lot coverage is essentially the same as the prior approved design, the ground floor will remain non-habitable and that a sprinkler system will be installed in conformance with the State Building code. After I forwarded your letter, the new architectural plans and renderings, and the prior ZBA determination (No. 7214,dated February 21,2019)to the Members of the Board of Appeals for their review,we discussed your request at our Regular Meeting on August 6,2020. As you will recall,the Zoning Board granted relief for a proposed new single-family dwelling with a non-conforming third story with the ground level to be used as non-habitable storage, elevated to FEMA compliance in a high-risk flood zone, but landward of the Coastal Erosion Hazard Area on this waterfront property. An important factor in granting approval for the third floor was the visually porous non- habitable ground floor and the delicate massing of the previous architectural plans, which the Board believed offered a solution that was in keeping with the character of the neighborhood while not appearing out of scale so close to the curved section of Horton Lane.It is the Board's opinion that the massing of the volumes in the proposed new design is far balkier than the approved plans,and will therefore have a much greater visual impact on the road and in the neighborhood. De minimus requests are typically granted for very minor changes from approved surveys and/or architectural plans. In this instance, what is now being proposed is totally different from the architectural plans that were approved.Therefore,the Board has determined that your request is not de minimus in nature.If you wish to proceed with the new architectural plans you will need to return to the Building Department to obtain a new Notice of Disapproval, and then apply to the ZBA with a current survey or site plan and architectural plans prepared and stamped by a design professional. Please contact our office for any additional questions or-concerns. Sid ere , eslie Kan s Weisman Chairperson/Department Head CC: Michael Verity, Building Department BOARD MEMBERS sour Southold Town Hall ®� Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora 1t Office Location: Eric Dantes tea: Town Annex/First Floor, Robert Lelmert,Jr. ;`� ��' 54375 Main Road(at Youngs Avenue) Nicholas Planamento li�'C � Southold,NY 11971 http://soutlioldtowimy.gov ZONING BOAltD OF APPEALS August 24, 202.0 TOWN OF SOUTH�OLD Tel.(631)765-1809 •Fax(631) 765-9064 Michael Kimack P.O. Box 1047 Southold,NY 11971 Re: Appeal No. 7214 8100 Hortons Lane,LLC, Southold SCTM No. 1000-54-4-31 Dear Mr. Kimack; - At the regular meeting of the Zoning Board of Appeals on August 20, 2020, the Board reviewed your August 14, 2020 request seeking a reversal of the de minimus denial for the above-referenced property. As stated in the denial, de minimus approvals are based upon very minor changes to the architectural plans and surveys stamped as ZBA approved, filed with the Town Clerk, and sent to the Building Department. In this instance, the Board, again, concluded that the new architectural design is not a de minimus change from what was previously approved and the denial is upheld. Please contact our office for any additional questions or concerns. Si ly, Leslie Kane Weisman Chairperson cc: William Duffy, Town Attorney C I_tblu I OFFICE LOCATION: MAII,ING ADDRESS: Town Hall Annex �*®f S®U��® P.O. Box 1179 54375 State Road Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY �r Telephone: 631 765-1809 http://southoldtow-nny.gov C®UNT°I,� ZONING BOARD OF APPEALS Town of Southold EXTENSION DETERMINATION Regular Meeting of February 1, 2024 ZBA FILE: #7433 NAME OF APPLICANT: 8100 Hortons Lane LLC PROPERTY LOCATION: 8100 Hortons Lane, Southold,NY SCTM No. 1000-54-4-31 BASIS OF-APPLICATION: Request for a Variance from Article IV, Section 280-18 and the Building Inspector's September 9, 2020 Notice of Disapproval based on an application for a building permit to demolish an existing single family dwelling and construct a new single family dwelling, at; 1) more than the code permitted maximum two and one-half(2-1/2)stories; located at: 8100 Hortons Lane, (Adj. to Long Island Sound), Southold,NY. SCTM No. 1000 54-4-31. DATE OF PUBLIC HEARING: November 5, 2020 This request for variances was originally GRANTED as applied for, on November 19, 2020. Michael Kimack, on behalf of his client, requested a one-year extension of the above-mentioned relief for variances for the demolition and reconstruction of a single family dwelling. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson) seconded by Member Lehnert,and duly carried, to GRANT, the applicant's request that the above cited determination be extended beginning November 19, 2023, and to expire on November 19,2024 per Chapter 280-146 of the Code of the Town of Southold. SUBJECT TO THE FOLLOWING CONDITIONS: 1) The applicant shall install an Alternative (I/A OWTS) Wastewater Treatment System as approved by the Suffolk County Department of Health. 2) The applicant shall submit a new ground level floor plan showing the removal of the proposed shower in the cabana'bath'rob and relocating it to a conforming,location on the exterior of the structure.� 3) The ground floor garage,storage areas,and half bath shall remain non-habitable and unconditioned space. 4) The applicant shall install a sprinkler system per NYS Building Code requirements 5) The applicant shall install landscape screening along both of the side property lines but shall not obstruct the vision of drivers entering and exiting the subject property or nearby properties Vote of the Board: Ayes: Members Weisman, Lehnert,Acampora,and Dantes. This Resolution was duly adopted(4- 0). (Member Planamento Absent) Iz- 0 E C E WE Aesiliees Weisman, Chairperson F E B - 6 2024 Approved for filing o� /�i /2024 z'�yiF o r g c.nr nr n?rs�r, Fuentes, Kim From: Westermann, Donna Sent: — Tuesday,January 23, 2024 11:29 AM To: Fuentes, Kim Subject: FW:ZBA File#7433 Do From:Westermann, Donna Sent:Wednesday,January 3, 2024 12:36 PM To: Fuentes, Kim <kim.fuentes@town.southold.ny.us> Subject: FW:ZBA File#7433 From: mkimack2@verizon.net<mkimack2@verizon.net> Sent:Wednesday,January 3, 2024 12:23 PM To:Westermann, Donna<donnaw@town.southold.ny.us> Subject:ZBA File#7433 To:Zoning Board of Appeals I respectfully request a one year extension to permit#7433, issued Nov. 20. 2020. Construction of the new dwelling was delayed as a result of the covid pandemic and the shortage of materials.Work finally began in the,fall of 2022.The permit expired Nov. 20,2023. Construction is expected to be completed this May of 2024. Thank you for your consideration in this matter. Michael A. Kimack,Agent ATTENTION:This email came from an external source..Do not open attachments or click on links from unknown senders or unexpected emails. i . . (9)COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE n AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS � vAND DESIGNS CONTAINED HEREIN ..-^ 0.- - ANY CHANGES MADE TO THE PLANS PERVIOUS STONE DRIVEWAY in P.C.OR WITHOUT WRITTEN NOT BY BARNES COY ARCHITECTS, CONSENT OF BARNES COY ARCHITECTS,P.C.IS IN VIOLATION 10 OF LAW AND STRICTLY PROHIBITED. Til t ISSUED r- No. Description Dorte Q I ISSUE TO BOARD OF TRUSTEES 2020.0528 STONE AgfEXIST`G SEPTIC J'opo/§ SYSTEM TO BE W LANDING COVERED PATIO FLUSH 140 uj Is IS STORAGE SERIER USED BY ANOTHER PARTY OR IN 1936 MONTAUKHIGHWAY PO BOX 763 NE q BRIDGEHAMPTON,NY ELECTRICAL SERVIC 207,6,3 CONTROL LINES TO OWTS CONTROL PA EL 4 PHONE:631.537.3555 FAX:631.537.0558 NEW YORK CITY: 124 EAST 40th STREET SUITE 1102 NEW YORK,NY . . ° / ON r,-,ENLARGED SITE PLANY!� HAZARD MAp SION 8100 HORTONS LANE 7 McDONNELL RESIDENCE TOWN OF SOUTHOLD Id EXISTING TOWN+DEC COVERAGE CALCULATION SETBACK DIMENSIONS PRINCIPAL BUILDING SETBACKS LOTAREA 31.063 SF RESIDENCE ADJACENT AREA(to CEHL Une) 12,660 SF FRONT YARD:40' EXISTING RESIDENCE 1,615 SF EXISTING FRO JT PORCH 62 SF EXISTING REAR PORCH 292 SF SF PROPOSED SETBACKS EXISTING OUTDOOR SHOWER 44 SF FRONT YARD: 40' EXISTING SHED 101 SF S DE YARD: 23'3. REVIEWED BY ZBA TOTAL EXISTING COVERAGE 2,114 SF or 16.71/6 TOTAL CONDITIONED AREA; PROPOSED TOWN+DEC COVERAGE CALCULATION PROPOSED HOUSE:3,017 SO F-4.. LOT AREA 1 31.063 SF ADJACENT AREA(to CEHL Une) I I 12,660SF MAXIMUM ALLOWABLE HEIGHT: 35 FT ALLOWED BUILABLE COVERAGE 2,532 SF or 20% PROPOSED HEIGHT:34 Frf PROPOSED RE� 1,713S A2 , 0 PROPOSED TERRACES BARNES COY ARCHfrECTS P.C.ACCEPTS NO RESPONSIBILITY or LIABILITY FOR WORK PERFORMED BY of INFORMATION PROPOSED ON-GRA NOING 60 SF 2,521 SF PROVIDED bV OTHER AGENCIES(NATHAN TAFT CORWIN LAND SURVEYOR).BARNES COY ARCHITECTS P.C.IS ALSO NOT PROPOSED UPPER LVL LIABLE FOR THE ACCURACY of INFORMATION OBTAINED BY THE CLIENT FROM OTHERAGENCIES.THIS DRAWING IS OUTDOOR SHOWER 18 SF ACCURATE ACCORDING TO THE INFORMATION GIVEN TO THE ARCHITECT by THE PARTICIPAING PARTIES. SITE PLAN TOTAL PROPOSED COVERAGEI !,521 SF or 19.9% SITE PLAN BASED ON NATHAN TAFT CORWIN III LAND SURVEYOR �1 =4 0'-0�' ` � BUILDING DEPARTMENT-Electrical Inspector QUO Gy��r TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO Box 1179 o ` Southold, New York 11971-0959 ti o`� Telephone (631) 765-1802 - FAX(631) 765-9502 �� rogerr(absoutholdtownny.Qov - seand(cb-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: - -a 3 Company Name: GJS Electric, LLC Electrician's Name: Gary Salice License No.: 4839ME Elec. email:gary@nfay.com Elec. Phone No: 631-298-4545 1 request an email copy of Certificate of Compliance Elec. Address.: 6615 Main Rd., Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: K ck4 ,Oe- m (- 10 A A e-l( Address: 9' I Ov f-}r,. L-Cne 5 y I I C1 9 1 Cross Street: 's o ur cl u;P„J Ave, Phone No.: Bldg.Permit#: gyol email: Tax Map District: 1000 Section: Block: p Lot: 3 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 3 o l� SAP �- A ew Korne with `100 r—,P U Ad-eF"J s is. 'CuA4 Square Footage: 3D Circle All That Apply: Is job ready for inspection?: YESIWNO Rough In Final Do you need a Temp Certificate?: YES❑NO Issued On 4 , Lf 2 Temp Information: (All information required) Service Size I Ph O3 Ph Size: H Q D —A #Meters Old Meter# oNew Service Fire ReconnectO Flood ReconnectOService ReconnecUnderground Eloverhead #Underground Laterals 0 1 E12 D H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATIO!tpCLk& a L4 2-qJ 2,3 �` D �f, S FFO(t BUILDING DEPARTMENT=Electrical Inspector TOWN OF SOUTHOLD f 'o Town Hall Annex- 54375 Main Road - PO Box 1179 N Southold, New York 11.971-0959 N y ~ p Telephone (631) 765-1802 - FAX(631) 765-9502 �� d='f rogerr(a southoldtownny.aov - seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION, ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: GJS.Electric, LLC t� Electrician's Name: Gary Salice License No.: 4839ME Elec. email:gary@nfay.com _ Elec. Phone No: 631-298-4545 I request an email copy of Certificate of Compliance_ _ Elec. Address.: 6615 Main Rd., Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: Gc+�& .k fie. M (- 10 A A e-I Address: �' I U v ;-+�. Lc;',i 2. 19 9 1 Cross Street: �J ;-0yJ Ave. Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: p Lot: 3 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): e w hon,e 1�J Ith q°o aw,p U n tr-t-" ("J s k . CLAD( Square Footage: 7 0 Circle All That Apply: Is job ready for inspection?: ❑ YES�NO []Rough In Final Do you need a Temp Certificate?: �R YES ❑ NO Issued On Lt Temp Information:' / (All information required) Service S1zeK1 Ph❑3 Ph Size: i)L A #Meters Old Meter# oNew Service❑Fire Reconnect❑Flood Reconnect❑Service ReconriecfoUnderground❑Overhead # Underground Laterals Ell 2 H Frame Pole Work done on Service? 0 Y N Additional Information: PAYMENT DUE WITH APPLICATION c PERMIT# Address: Switches ' � I Outlets I I 1 f G F I's Surface Sconces H H's Uk� r ly-o 1, UC Lts Z,li ` Fridge 1 HW POO Fans Mini Fr.l WAD Panel Pump Exhaust , 1 OvenaDJOC Sump Heater Trnsfmr Smokes I ' DW 1 Generator Salt Gen. Carbon Micro 1 GrbDis Water Bond Lights Heat 11 Pucks ERV `Inst Hot DeHum Transfer`�io HOT TUB/SPA Disc Combo Cooktop �d' Minisplit Blower AC AH Hood n Ccc Blower Service Amps2C Have C) Used Sub Amps Have Used Comments 1(- N- S 2�7 li-- A SN1J,, SUEEp(,t. O BUILDING DEPARTMENT-Electrical Inspector -P TOWN OF SOUTHOLD �' v o =` Town Hall Annex- 54375 Main Road - PO Box 1179 N Southold, New York 11971-0959 o41r �a� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerlDsoutholdtownny.gov - seand(absoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: F-D Company Name: GJS Electric, LLC Electrician's Name: Gary Salice License No.: 4839ME . Elec. email:gary@nfay.com Elec. Phone No: 631-298-4545 ED I request an email copy of Certificate of Compliance . Elec:Address.: 6615 Main Rd., Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: ka4�9r( n�. ,/�� Lzh neJ , Address: . Cross Street: 5 O av;2 Phone No.: Bldg.Permit#: c (0 °J® email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 00 �-rnP }2 bow 5VC. , Square.Footage: Circle All That Apply: Is job ready for inspection?: ❑ YESNE]�NO ❑Rough In ❑ Final Do you need a Temp Certificate?: .YES❑.NO Issued On �-� Temp Information: (All information required) ��Q Service SizeR Ph❑3 Ph Size: 100 A #Meters _ Old Meter# ❑New Service❑Fire Reconnect❑Flood Re connect❑Service Reconnect❑UndergroundZOverhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION BUILDING DEPARTMENT-Electrical Inspector H = TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971,70959 Telephone (631)765-1802 Temporary Certificate # Date P>R I L 2023 Customer Nam a ` e„nebumnei I Electrician Name S LC Address 00 ,,C Phone (p$ . ;ZQ S . Lf S4S e-mail e-mail 4 e v , olrv% Phone License Size O A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? 'Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date abov Authorized by y �SoFoi/c h�0 Gy BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD co Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4A 0� Telephone(631) 765-1k2-FAX(631)765-9502 Temporary Certificate # q Date /C3 /Lf 2021 Customer Name n� Electrician Name Address 8160 LA jna/c: Phone. 9 e-mail e-mail 61 Qr a Phone License# Size IOD A Phase Overhead \/4) Underground #of Meters _ Remarks z �'XVP Qf�av(e.6 #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 da m ate above. Authorized by <i=��/`. r Scott A. Russell ,�a°SU S STOR IMMA\'7C']EIK SUPERVISOR J ( �T � z I��1[A\I�A\ G�]EI��[]E�T SOUTHOLD TOWN HALL-P.O.Box 1179 U' 53095 Main Road-SOUTHOLD,NEW YORK 11971 o Town of Southold %jgilM STORMWATER MANAGEMENT WORK SHEET JUL 2 2 2020 ( TO BE COMPLETED BY THE APPLICANT ) 1 .> BUZLL�ING DF ]E�"':')(')i l[IS PROJECT T HNVO)Ly1E ANY OF THE FOLLOWING: i777 HOLD (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. �J❑ B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. JZ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. Z]❑ F.- Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. ............ . .............._................... ..._..... . ... .. .... If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: l OOO Date: District ? 020 NAME: rn ection Block Lbt rod (Signature) :k:k:k:t FOR BUILDING DEPARTINIENT tISE ONLY **** Contact Information ` �" dff7 re epLone hum r) Reviewed By: Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — /�. n Approved for processing Building Permit. A/ LH� Stormwater Management Control Plan Not Required.O[��5El •rQ�JTf�B ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 Y 1 APPLICANT: S.C.T.M. #: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) T ap5 lr n 4 _4 Stormwater Management Control Plan CHECK LIST NAME: &14t¢l0C' Section Block Lot �' z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: yy * The applicant must provide a Complete Explanation and/or Reason for not providing h0 02U off all Information that has been Required by the following Checklist! er.�gnab lc Teteplmne Numb 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST YES If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing & proposed structures, roads, 4— driveways, sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& O proposed structures: I. Location of proposed Swimming Pool and discharge ring. 0 j. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout aea(s). M. Location of all proposed erosion&sediment control measures. �0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. 0 b. Construction Entrance & Site Access. 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leach ing Structures (e. . infiltration basins,swales,etc.) 0 ...__................................................_.............._..........._.._......_..................................._.........._..........._..._...................................................................................................... ....................._.......... ... FOR. ENGINEERING DEPARTMENT USE ONLY Additional Information is Required. Reviewed& Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: I SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 ■ A � , ONM ARCHITECTS September 9,2021 Town of Southold Building Department Nancy Dwyer, Plans Examiner Project Reference: 8100 Horton's Lane,Southold Dear Ms. Dwyer: This letter is to certify that the electrical service to the above-referenced property, has been disconnected. There was never underground gas service to this property. Sincer y, ristopher Coy AIA Bridgehampton 631.537.3555 1936 Montauk Highway, PO Box 763 Bridgehampton,NY 11932 New York 631.537.3555 124 East 40th Street,Suite 1102 New York,NY 10016 www.barnescoy.com o Telephone 631. 765-1802 Town Hall Annex ��Q��• - � Gy� p ( ) 54375 Main Road 'o Fax.(631)765-9502 P.O. Box 1179Qml Southold, NY 11971-0959 W.` BUILDING-DEPARTMENT NOTIC_ E OF UTILIZATION-OF TRUSS TYPE'C.ONSTRUCTIO.N, PRE-ENGINEERED WOOD CONSTRUCTIONANDIOR TIMBER CONSTRUCTION; Date':, June 14 , 2018 Owner: 8100-Hortons Lane LLC Location of Property: . _ 8100 Hortons Lane, Southold, NY 11971 Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) _ Roof framing (R) X Floor and roof framing (FR) Floor and Roof Ridge (PW) Signature:. Name (person submitting this form): Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 6" DJA-1m'ETE R REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 H STROKE: The construction type designation shall be - - 661991 1c11191 6611111, i°IV"or acVil to indicate the construction classification of the structure under DES ONAT.10K FAR, STRUCTURAL section 602 of the BCNYS COM"" ENTS THAT ARE OF TRUSS" TYPE' CONSTRUCTION ■ 'T" FLOOR FRAMING; INCLUDING ■ ■ GIRDERS AND BEAMS ■ ��R�� ROOF FRAMING 11,F'R" FLOOR AND ROOF FRAMING STANDARDS AND CODES mkimack2@verizon.net From: Katherine McDonnell <kmcdbda@gmail.com> Sent: 'Wednesday,July 22, 2020 8:31 AM To: ngridlirudprocessing@nationalgrid.com Cc: Mike Kimack; Mike McDonnell; KSE Subject: Gas Line Verification Form Attachments: National Grid Gas Line Verification Application_July202O.pdf Good Morning, Please see attached your gas line verification application form, which I was told I need to send back in order to get a Letter of Demolition to file with our town. Please note that we do not have a formal Contractor picked yet, nor am I aware of any existing gas lines, therefore we do not have a Contractor name or Account number with National Grid. If you have any questions, please contact me at this email address or I can be reached at 441- 705-8905. Thank you, Katherine -- /./f i Gas Sjrvice Line Alteration J nationlri s gd tr s Requests v� For questions, please call: 631-348-6160 or email.ngridlirudprocessingOnationaigrid.cam Purpose(check the box): � GVE Request that an active gas service line be altered by disconnecting the gas pipe at the property line. D nV Request that National Grid verity that an active gas service line does not exist at the location. JUL 2 3 2020 Instructions: 1.A separate application must be submitted for each building structure being altered,renovated or elevated. BTUDING DEPT. 2.Application must be made by the owner or lessee,or agent of either;or by the architect,engineer,builder,m�'€cavatlon-or'-Ddmo it Company employed in connection with the proposed work.Where such application Is made by a person other than the owner,it must be accompanied by an affidavit from the owner stating that the proposed work is authorized by the owner and the applicant is authorized to make such application. 3.Requests must be'received 30 to 45 business days prior to'the scheduled demolition date. 4.There is a$795.00 charge to alter an active gas service line and to obtain the National Grid Service Line Disconnect Letter.A separate invoice will be smailed to the contact person for the disconnect fee.Payment must be made in advance.prior to work being performed. 5.There will be a charge of$57.10 per foot ifthe applicant requests National Grid to reactivate the gas seance line in the future. A.Owner Information(print): Are you the owner of the property? ()Yes ©No Name Katherine McDonnell Phone 441-705-8905 459 Columbus Ave New York NY 10024 Mailing Address City State. Zip Email Address kmedbda@gmaii.com Cell Phone 441-705-8905 B.Address Of Structure.To Be-Demolished I Elevated f Renovated/Confirmed No Gas(print): Address 8100 Hortons Lane City Southold State NY Zip 11971 General Contractor Name Office Phone General Contractor Email Cell Phone C.Jdb Site Information: 0 Commercial Q Residential 1.Is this a Tax Exempt site?if yes,provide Tax ID certificate. 0 Yes O No 2.Does an active gas service line exist at this location? 0 Yes Q No Q Unknown 3.Are there plans in the future that natural gas will be used at this location? (E)Yes 0 No 0 Unknown 4.Are the gas meters,located inside the building or not readily accessible? 0 Yes O No Q unknown 5.How many gas meters exist at the location? Meter(s) Account No: Gas Mi#ter No: Customer's Name Katherine McDonnell Si nature .< "Cie July 20,2020 g Applicants may either mail or email the completed application.Please sign and mail form to:National Grid;Customer Connections Department,1650 Islip-Ave,Brentwood,NY 11717 or email:ngridlirudproaessing@nationalgrid.com PSEG Long Island Building& Renovation Services 15 Park Drive Melville,NY 117.17 PSEG : lG nilthe rhilq�s uwik fin loll ay 23, 2018 'Kathrine cDonnell 459 Columbus Avenue, Suite 384 New York, NY 10024 Re: Electric Demolition Request 8100 HORTONS LANE, SOUTHOLD, NEW YORK Customer Project#9-64835 Dear Ms. McDonnell: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property' boundaries and that NYS law (NYCRR Part 753) requires all contractors, to call for a utility locate (NY 811) prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above, please contact Building & Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Ver truly yours, Ua� , �ckj Carolyn Mackin—Manager Building & Renovation Services PSEG-LI/am -' n VI J U L 2 3 2020 BUmpr-io DoLiD Evan T.Steffens N ati o na Ig rid Senior Supervisor Gas Customer Connections,NY September 16, 2020 Katherine McDonnell 459 Columbus Avenue New York, NY 10024 E-Mail: KMCDBDAC@GMAIL.COM National Grid WO# : T102332632 Service Address: 8100 Hortons Lane Southold, NY 11971 To Whom it may concern: This letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored"811", or the local number for NYC/LI area, 1-800-272-4480.This confirmation letter of no active,gas service line to the.subject property does not relieve the excavator of making,this"811" call. If you have.any further questions, kindly contact me at 631-348-6150. Respectfully, Evan T. Steffens Senior Supervisor. Gas Customer Connections NY 1650 Islip Ave,Brentwood NY 11717 T.631-348-6150 evan Steffens cCsnational_ rid.com, n�ridlirudnmcessin�t inatio_nalt;rid.com dk DD M E R Y L K R A M E R APR 1 2 2019 a r c h i t e c t TOWN 01'SOL7MOLL 260 HORTONS LANE April 12,2019 POST OFFICE BOX 1 6 0 0 Southold Building Department S O U T H O L D, N Y 1 1 9 7 1 Town Hall Annex Building 54375 Route 25 6 3 1 - 4 7 7 - 8 7 3 6 P.O. Box 1179 m k a r c h i t e c t c o m Southold, NY11971 Attn: Michael Verity Re: 8100 Hortons Lane,Southold NY SCTM#1000-54-04-31 Dear Mr.Verity: As of yesterday,April 11,2019,1 am no longer the Architect of Record for the above mentioned property. Sincerely, R� Meryl R. K * A L 1P � 9 O, E* Dwyer, Nancy From: Christopher Coy <christopher@barnescoy.com> Sent: Wednesday, September 15, 2021 2:43 PM To: Dwyer, Nancy Subject: Re: McDonnell Residence Hi Ms. Dwyer, Thank you for your timely review of the Horton's Lane project. We are already at work implementing the required revisions, which we will re-submit to you very soon. Thank you, Christopher Coy AIA Barnes Coy Architects 1936 Montauk Highway PO Box 763 Bridgehampton, NY 11932 T: 631.537.3555 F: 631.537.0558 Barnes Coy Architects 124 East 40th Street Suite 1102 New York, NY 10016 T: 631537 3555 O r5ep5,202 at 2:36 PM, Dwyer, Nancy<nancyd@southoldtownny.gov>wrote: ' Dear Mr. Coy, I have reviewed the drawings prepared for the McDonnell house at 8100 Hortons Lane in Southold. There are a few items which need to be addressed; I thought it would be easiest to send an email this way all items are spelled out. All references indicated are referring to the 2020 Residential Code of NYS: 0 Cabana bathroom needs to be removed. Per R322.2.2 nothing but storage or a garage is permitted below the flood plane. ❑X Garage ceiling needs to receive a minimum of 5/8"Type X gypsum board. (Table R302.6). M Guest room [#102] operable window indicated is not an acceptable form of emergency egress. Please provide egress which is in accordance to R310.2 0 Bath [#101] please confirm fixture clearances are meeting the minimum requirements of R307.1 N There is a smoke detector missing in the general area outside the guest room. 9 EST3 stair to mechanical,the stair width and the landing are both noncompliant in size per R311.7 and R311.3 respectively. N Room [#210] does not meet the minimum floor area or the minimum room width per R304. Please remove the track door or present an alternate design. If you have any questions regarding the revisions requested, please feel free to reach out to the building department. i September 16, 2021 Dear Nancy, Below please find the revised architectural sheets for the property at 8100 Horton Lane (McDonnell Residence) per your comments dated September 15, 2021. ■ A3.1—Ground Floor Plan: removed cabana &fixtures, changed to Storage space ■ A3.2—Main Level Floor Plan: Dimensions confirming fixrure clearance meet code R307.1 ■ A3.3—Upper Level Floor Plan: Removed track door at Room #210 to meet code R304 ■ A3.5—Ground Level RCP: revised ceiling note to read '5/8"Type T Gypsum Board Ceiling' ■ A3.6—Main Level RCP: Smoke Detector added in the general area outside Guest Room #102 ■ A4.0—South Elevation: Operable window shown to meet egress code R310.2 ■ A6.0—EST-3 stair width and landing width revised to 36" clear to meet code R311.7/R311.3 I trust we have addressed the changes outlined in your email, but please feel free to contact me with anything further should you deem it necessary. Vre�ards, opher Coy AIA BARNES COY ARCHITECTS 1936 Montauk Hwy, PO Box 763, Bridgehampton, NY 11932 P: 631.537.3555 F: 631.537.0558 E: christopher@barnescoy.com Southold Town Building Department P.O.Box 1179 Permit#: 46901 53095 Main Rd Southold,New York 11971 Permit Date: 9/30/2021 (631) 765-1802 Expiration Date: 4/1/2023 Parcel ID: 54.4-31 BUILDING PERMIT RENEWAL LETTER Dated: 5/9/2024 Applicant: 8100 Hortons Lane LLC Location: 8100 Horton Ln, Southold Work Description: SINGLE FAMILY DWELLING BIG PLANS -ON BACK CABINET-Demolition of an existing dwelling and construction of a new single family dwelling as applied for,per SCHD,NYS DEC,ZBA#7433 and Trustees#9346 approvals, and with flood permit. Fire Sprinklers as applied for one hour fire seperation between ground and second floor FM Visser A FEE OF $1906.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: 8100 Hortons Lane LLC Address: c/o Michael McDonnell 5 Lagoon Dr Paget, 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. SITE INFORMATION: HYDRO-ACTION AN500C BUOYANCY CALCULATIONS MANUAL TRANSFER SWITCH/ PL-122 HOUSING EMERGENCY/ SHUT OFF PART NO.-30142 LOT AREA - 31,063 sq. ft. (0.713 ACRES) BUOYANT FORCES (RELIANCE CONTROLS CSR202) 05 /-- COLOR-WHITOLYPROPYLENE 4 CLIPS TO RECEIVE PART NO. VOLUME = 39.7 SO FT X 2.0 FT= 79.4 CF PLC CONTROL PANELCONTROL PANEL &AIR PUMP 30145(PIPE.ADAPTER) y ALLOWABLE INFILTRATION RATE - 3.0 GAUSF/DAY FOR 30142(P.R.ADAPTER) ; C- 1 WEIGHT OF WATER =62.4 LBS/CF w/HP80 COMPRESSOR IN POLYETHYLENE ENCLOSURE 30142(HOUSING) c �lS., 51 45.2 LF. BASED UPON 3.25' WIDE TRENCH PER TABLE 11. BUOYANT FORCE = 79.4 CF X 62.4 LBS/CF= 4,955 LBS � �d - - 1\6v- WATER LINE ° I FEMA Zone AE12/VE13 per FEMA Map FM36103C0154H- flap ANCHOR FORCES � INLET { W ELEC. &CONTROLS -- OPENING T T % d) 7 revision date September 25, 2009 DEADWEIGHT OF TREATMENT UNIT \-TO CONTROL BOX -4-1/2" DIA.POLYETHYLENE BALL CAGE TO ALLOW FOR -.J I J % dq, PROPOSED DWELLING W/3 BEDROOMS (330 GPD) WEIGHT OF OWTS - 16,350 LBS F 2.62"TRAVEL OF BALL _ HERMETIC BALL w W FEMA Zones VE13= 15.0' AIR HOSE &ELECTRICAL RONT VIEW BACK VIEW W I L>_.I U) r,< ��F,,,:.,..., SUPPLY TO TREATMENT UNIT I 81oo PROP SEPTIC SYSTEM FOR 4 BEDROOMS FACTOR OF SAFETY = 16,350 LBS/4,955 LBS = 3.3 2.0' Above BFE, mi . ULTRA SONIC a 1 Q ,-0 11 (1) HYDRO-ACTIONAN500C (OWTS-550 GPD) WELDED JOIN- sue, i UTIL POLE a (45.2 LF) PRESSURIZED SHALLOW DRAINFIELD (PSD) ASTM C33 SAND GRADATION 11 3.0'x 3.0' 0 5.0'5.0' 1 `1 `, 1 I(22.6 LF) EXPANSION TRENCH (ET) CANTILEVER JLX I Y + `,SIEVE PERCENT PASSING BFE= 13.0' PLATFORM �05�6 IEW BOTTOM VIEW \ 416. 5 - _may ► a , I 10' WIDE CEHL AS SHOWN ON ._._.a . ,._ f, LOCATED IN THE NORTHEAST CURVE OF HORTONS LANE, '-> ,- ' 0.375" 100 COASTAL EROSION HAZARD MAP ,w_,,...,_;,,,, ,�_• r WEST OF SUNSET PATH. #4 95 - 100 LINE OF HOUSE (:: Effluent Filter Section Detail g , ,� ,-,"r. :,'',, :'r t,._I - -- 1, LVIIIITE TOWN OF SOUTHOLD 3 r,..l. r•-„.n..... - #8 80 - 100 Scale: NTS 11 " i ;,.rr` •' ` ' Y.: 1 jtj .!r, SUFFOLK COUNTY #16 50 - 85 ;-,,.._.••:lf.jr,,,....,-: ' ' _ <,,., `1 `" �`"�`.�. o • , AV 1 88 - EXIST.FLAG POLE BASE ... ,.,,,f'r 1 ,+,:, . ,,.r.t.. r..,_,�.,i,,,. " ,.+,,,, ,..1 r.Fe ,;r,. +r �. � DATUM N D 9 -"VERTICAL U GRADE- 5.0 .... ....... ..~'..,,.�. •a.,. _ _. ,,.,. .", _ .,, . ,. - /<, �':�< #30 25 60 r, gR ,_r ,r.... 'r.,.x. , ,,is.'... €' 1 : y,r...: , µ TO BE REMOVE r- •.(- *. +�f'•" �- :_... I t f �Dw r �- ,,,.., A AN TAFT CORWIN _ Q,..,..,, , -...._'1.._:-1 �, TABYN TH-PHI DATA BOUNDARY & O O #50 5.0 30.0 Y << 1 Hydro-Action Control Panel Detail, 2 Above BFE (min.) ._:tr 1;'Y', ,.,:: '� =y= , -„rr;ilr;r'-t,,,+Jr,l` � N '�' .... ,.. _ III LAND SURVEYOR DATED JANUARY 02, 20 8. #100 < 10 2 ' '-/I-' --- BE ;;;,,,,.r�.--=,,:'"'; ". %,:,':••,.,;.._` �' U' "� sr / + x 0 ,l rr :.,r :, Scale: NTS ;',... , ,,.,,,<., ', , , :::--i- _ HOLE Sca S ,�; ,:;r;� x,,, W ;�s r , #200 <5 1 r,-,:r...,_,.. �;�..�.. r,,,,_. r,rr::_,,._ ":71-,: i b \ -1 /,� RE IMPROVED AND SERVED BY ;, ,,.,:_., ,, ..,,, :z....:..:, - _,:..;.' �t_,..r,..r ,> .. - I %' ALL LOTS WITHIN 150 A ";:::,, - .,.�..... ,. , r.,.. ..,.,., F t d r-.-- t.+ , t r.::`A t,r v, 000-54-04-32 � ,,,,:,,,,'.. ,,,A,,, _, , ,;,,11!,,,,,,,,,,, ' , ..;, . .,,,,, _11 :,{'„r'.iy�' _ PUBLIC WATER EXCEPT 1000-54-04-30, 1 ;s..,, ,, _� �.� ,' r t I r.. .. 1... .. r� ",w,,.�+ E ALL VACANT LOTS. \ Nr, .i �., .�fi. SOUTHOLD 1000 54 05 49.1 WHICH ARE \ __ :' :,,..,,... r- . :T; ,�=" \ \ y f,:,_ gg y 4 I •, �' , : \ �.' s:v_,; ,s a // , .,..,,,,,,,.. .r.,,:,, .,..- ...-. r L GENERAL LEGEND. .: : , P 11 ,.,., -r..,.. . , . I „y\ \. Ei 1, / 1 i . .:`:.,,.,,,,,., .... a - - 0 __��. \ TOWN o P \ \ N �! OF S 64 50 , pP1 - .�.-�� 1 0? -..._ -- _._:_,,,;,,;,,,,,, --.. �, , .: . : ' - .__ :"'`:: � Ci 3� c<' PROPOSED UNDERGROUND C3 ;: BW - BOTTOM OF WALL I •......... \FA \ '. j ELECTRICAL LINE CO - CLEANOUT I \\\\ \ f x.`'' _„",;,._ t i S p1�G�R m J �rn mat ALL �// &SERVICE HOLD �- r , ;..,,. t' , V , I on A IRON - , Cl -CAST 0 _. ,., . N Y ,,,,aa.. `r Zr` .. , ,: I 7 `_ ' EXIST. DWELLING-N _- .._.:,. - INVERT LL / tl p 7 O �. COP INV CROSS OVER PIPE I m I (t /' } O �., .,...,. -,x.� 1 i a , DW- DRYWELL d I i ..i,,. :,,,-... TO BE DEMOLISHE D ;a �`' Z \ ��/\\ .,, DP - DISTRIBUTION POOL r , + I I \ ";<'''.. , o' --y°'M1� o, � / ..,,,._ : _/ ' 1 ,\ i^.1.:,:-` . /.,.. , t`,:...,,.. t;p I 1 II e 1 PE ADAPTER �_` • DT - DISTRIBUTION TRENCH _ �, " �'. U 7 1 I ,_ ..... 5. HD Prepared -,,• „ I I ' � \ ., `>• FLUSH CLEAN TS y$W I'��`I To Pvc, \� p By EL- ELEVATION \\ '\ ., 50 , .� I ,,t„ - , I - r \ \\` ,.,;.-,„.....:.... ,. ,.: ',.....__f.,' - -- see o m� p _ i // r OPO1 EXPANSION N GALLEY s EG EX S 0 \ 5 \\ I '. ". .. .... ..,.. ... ,,. r,,..,., ',• . .....: : ':,.,_. D OI PROPO .� 7b-, - - - PVC ADAPTERf OQ :� rn z � I ;<,, \ ,,..,. ,'::' TO BE ABANDONED AS PER Deta l �T SE ONE�Y - - r U� ? 1' or 1 11 e EP - EXPANSION POOL \ \ _,.. i 0 n: TO HDPE e;^r. ,. I <. < , " SCDHS-WWM SPECIFICATIONS I COVERE >, ./ I �� r ,, \ \ ST `•-'^-�� l� Y t m lr , ►1 - r T S A AN .g I :.,..,.,, ,. : , ......,.... �..,r t" B DON EX ET- EXPANSION TRENCH . . : , ,) \) I DTIO \ r. - WATER LINE \ - \ ,.. :, v TW 7 0' I I , W .. r BW=4.8 , _.,. . Z A • ._.,,, I - I TIN 1 ,,, -.._,. . „... ,...... .. . ..... . .... ... . ��EX ST EX S G O :,,:. .,,., -._ w "1„_, r.. 1 O r-" G) 1 `1 \ ..,.. . 1 ELEVATION �z FFE FINISHED FLOOR E '� `,r ao v r,,,. ,,,, . r, 11 G in �1 y �\ T( 1 - ELEVATION - GFE GROUND O ., \ a t - - t c._ J ,, , , r` V I V I r: DW \ : \\ ,,...,,-,,,:.',,,,,,. GSF - GEOTEXTILE SAND FILTER O .` .,.' t:.,,.,. ;,: ,,_:,,,, 1..... .. :, .-..,., <. .:..-.... . _� � � I. / PROP OSED` +..... .. , , , r... ... ,. I 7 I �_,_ ,4 V. , „ .,.,_ t \ ' r :,,.,._ ", • -.,,.., ..-,d : ..:,, , ,_. _ . `�� r,.,,�:' �► - - - 'i TF Engineering, PLLC HEGE HIGHEST EXPECTED GROUNDWATER ELEVATION Lt7. \ -- _ _ _ 1 I '•Fx I ".-, ... I <% P 0 .r r 1 LANDSC r INV INVER T i • , C) v ,r , I +.,,. ;Tr ,> 1000 Gal LP Tank WALLS \ _ .i .. - BOX :>;'' .. Z w 59 I !,. ,�, Y : "� O LINEAL FEET t LF L , , 9 1. .. .. J .. , ,.,._., , , v , O i YEA 11C1it1)\ G O i , , .. , :. ,. .. , .. ". .. .. . :, .,. .. .. .. , , ., r tr �.A IHYD A TI N : ,", ,, .. _.. , , r ..:. _, ... ... . .,.. ... � t 1 i� 1��"...., �,rxA.....:r rp C Q , 1:'- R, 9 3 r NY �...- r :,f 1. <,.: ...,.-. _; _.,�_. „ „ ],.,,,, LG LEACHING GALLEY o: n . .. ,- T" � r ,� ... : , ,. ,_ ,l .r., ._,.. ,. ,.1 •; ;., 3:G'A TER SERV E (}� O>'� 1 .. ,... ..r.-ram. , r,,. .. _.. , ., -.�`, +¢::a",'. -lP, N 56 r f.,'.9 4 :,. _, , ,,, -:x x sI b. i'-` AN50 C OWTS Y % , , ,.,,, „ „ w EXIST WA LEACHING POOL ", r„ y._..�.. - ., LP LEAC G r ., } A.. ,, x.. .. . ... ... .. .. ... . . .. �:�. =t,r r.l"-"A„: TO REMAIN RELO ATE SUPPLY INE � :: ..,...,, 4� i. _. ,:, „_ - _ 1. y - ;� MAX MAXIMUM _ r see NOTE 13 O \ ""..,. _„ : " ,, MIN - MINIMUMI b O I r r,._, OWTS - ONSITE WASTEWATER TREATMENT SYSTEM 1,.,,__.`_ ,,,,.,v,,,v,,._.___,.•._.v,,,,_._,.__.. _,,,....._,,,,,,,_,_._.._.._ ____,,,_,_.._____ ,_• ,, __,._� I Cj t._ , p. ELECTRICAL SERVICE `; ' `T.. ,_' s-` " 1 I O POC - POINT OF CONNECTION It z ))) tie?a M': ii, 3F },::)E>_: i W,j}i, \r .>4,,t fi ii f R:Y1 11 1; W j , , t /� " -"lI I O _ &CONTROL LINES TO a _ C I " t;: a. , ^.t;,:: '` I:'c l:' i`i:: i:': t'_',r 1^:_ FEMA FLOOD J �.s tee ls'.os,mutt bo is�s��c4�t�by chi �Z 4�`� 2 _____._._..-.._ ......_._. _..,...__....._.._. r ' OWTS CONTROL PANEL suffo!6 gn ty,qtp.of HeAth s�rrvicm �Q �O ZONE LINE I° �° Y SHALLOW DRAINFIELD PSD PRESSURIZED SH LL TYP -TYPICAL I "' `? " 0 ;�� O see Details 2/ _--.#€ _ _ w TRAFFIC RATED PR EC ,..,,...,...".._..._.,....,_.__.._. _.,,..._..._ ........_.,.,_............... „ : i � ( 5) Call(��t)��-�7��,��t aosrs in O } TW -TOP OF WALL CONCRETE TANK i Y J, : advance,to schedule inspection($). QQ �t-VOLUME OWTS Site Plan __ I _ 11 Scale: 1" - 20 ft b 4X Q' DOSING PUMP : ® TEST HOLE LOG I , 0. Y MANUAL TRANSFER SWITCH, HYDRO-ACTION FLOAT 20 AMP ; U EMERGENCY/(RELIANCE CONTROLS S 240V CAPACITY TREATMENT UNIT \N BY McDONALD GEOSCIENCE OUTLET TO i MAIN ELECTRICAL PANEL (RELIANCE CONTROLSCSR202) I /�OF p DATE: 11.08.2017 INLET FROM DRAIN FIELD ESSION I _ �+ DRAIN FIELD CALCULATIONS per TABLE 13: DWELLING _ - t - --- t ELEV 3.3_ 0.0 FINISH GRADE \ CB 1 - DOSING PUMP 06/07/2021 12:32:33 PM 440 GPD/3.0 RATE= 146.67 sq. ft.TRENCH HDPE VALVE BOX 147 SF/3.25 SF- 45.2' LINEAR FT of TRENCH CB 2 ---- ---- RECIRCULATION PUMP :.,}a s. �"�7 east end coordinatesLLC s Mixed Sand RISER &COVER MAIN BREAKER y 45.2' LF/1 # ROWS= 45.2' _ _ END PLUG CB 3 - -- - - F E'- = . &Loam (SM) USE 1 45.2' LONG DISTRIBUTION TRENCH _ Anthony M Hobson I assoc.aia ( ) 49 �- MIXER PUMP _; rO Box 1913 *;?`:,. _•r ;A+ � r- Bridgehampton NY 11932 2.0' (1) 22.6' LONG EXPANSION TRENCH j _AIR :r CB 4 -� ----- -- AIR HOSE TO DIFFUSER '�?q T, Pale Brown ITEM DESCRIPTION for AN500C OWTS _ '` ° PUMP :';r., x... 68" 0 _' . : :.-,, to Course Sand S 2.2 EL 1.1' CB 5 1� - - RECIR TIMER ENABLED _„-';, nfo@eecoordinates.com _ _ _ _ _ _ _ _ _ _ _ _(`A2 _(_ _ 1 _ _ A TANK, AN500C 245 NITROGEN REDUCTION `~: ::' "` '`` PERCOLATION TESTS BY east end coordinates LLC OWTS TOP PLAN VIEW PVC SEWER PIPE, TYP i i -{'°- ''_'.; ` �-'--` �� DATED 04.21.18 B TANK, AN500C 245 PRETREATMENT, PRECAST CONCRETE TO CONTROL _ _- - Water in Pale C COUPLING, 4" SDR35 PVC SXS CB '�-- - - L1 PANE 2 _- ` C 5 4 Brown to Coarse PT 1 - 0:27, 0:42, 0:48 SEC/INCH (20" DEEP - MIXED SAND) D ASSEMBLY, RE-CIRCULATION 245 COMPLETE _ _ELEC. &CONTROLS - - -- HIGH WATER ALARM Sand (SW) „ TO CONTROL BOX Cl 30° BEND PVC PIPE CIRCUIT BRFAKER,PEaFICATIONs: -- PT 2 - 0:06, 0:08, 0:14 SEC/INCH (20 DEEP - MIXED SAND) E PIPE, 4 PVC SDR35 13.0' PT 3 - 0:10, 0:15, 0:22 SEC/ INCH (20" DEEP - MIXED SAND) F EC50-30-L-100-PLC 24" HEAVY DUTY CAST IRON (see Detail 2/5) Cl PIPE D3034 SDR 35 CBA-30AMP _ -------FIELD WIRING SCALE: PER PLAN LOCKING FRAME/COVER CB 1 -20AMP GROUND JOB NUMBER: 17240 G PIPE, 4" PVC SDR35 (see NOTE 10) CB 2-20 AMP MANUFACTURER', WIRING LIDS COVER @ GRADE CB 3-20 AMP , -----------PNEUMATIC HOSE (FIELD INSTALL) , GENERAL NOTES: FROM TO OWTS H PIPE, 4" PVC SDR35 I TEE, STRAIGHT 4" SDR35 TO REMOTE DWELLING CB 5-10 AMP 1, HYDRO-ACTION AN500C OWTS. AIR PUMP J PIPE, 4" PVC SDR35 \ D CI 60° WYE 2, THE DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. THE K EFFLUENT FILTER GENERAL NOTE 9 4 Flush Clean-out Section Detail 5 Wiring/Dosing Diagram Detail CONTRACTOR SHALL PROVIDE PHOTOS OF THE AS-BUILT INSTALLATION PRIOR TO BACKFILL WITH ALL COMPONENTS LOCATED AND DOCUMENTED. BACKFILL MATERIAL SHALL BE CLEAN WITH NO ROOTS OR STONES O - Scale: NTS Scale: NTS 1 06.07.18 Revised per N.O.I. LARGER THAN 2" IN ANY DIMENSION TO A MINIMUM DEPTH OF 8" OVER THE GSF MODULES AND FINAL COVER FOR WATERTIGHT FLEXIBLE JOINT SEAL APPROVED BY 2 11.02.18 f Revised to I/A OWTS IL FOR I VEGETATION OF 4-6" OF CLEAN LOAM. THE MANUFACTURER,TYP .a - J VEGETATE SEi 1LIMOUNDNGOA DOSTORMWATER 3 01.23.19 Revised to I/A OWTS 3. THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF INLET FROM _ _OUTLET TO w/GRASS SHEETFLOVI 1 11 0 1 1 °j'J:.iJIItldL7±�1'�hl'�Nnq�Illm�9ugI IL�� .. 07.24.20 Redesign Post New HEALTH AND SHALL BEAN AUTHORIZED INSTALLER. DWELLING G DRAIN FIELD 1 _z I; ''. ! __`_ '-CLEAN FILL(NO ROCKS) THREADED CAP Architect & previously Approved HIGH WATER ':ai.':� ,.,,; OR SELECT FILL NATIVE BACKFILL 4. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF O, ALARM FLOAT - `"i.1. ,,.1 `:,.,:f c i );; 5 04.29.21 Revised per N.O.I. '-' PVC VALVE BOX HEALTH. I - / II � - RECIRC.TIMER co N N 4I , 1.50" SCH 40 PVC DISTRIBUTION 6 06.07.21 Revised� UT ON - per N.O.I. 5. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE ENABLED FLOAT (: ::;'; c `"i T' PIPE PERFORATED w/5/32" ti ;,I,>= H 1:::,:I:.:::r:.:.. iIj PROPERTY OWNER SHALL BE PROVIDED TO SCDH. THE MAINTENANCE CONTRACT SHALL INCLUDE THE e I_1' ' ` ?' HOLES @ 6O'CLOCK - "I' I`'f'' O1. `sl, a,'4.,,:,.:,. 3.25 i :;. ATHREE YEAR MIN. NATIVE SOIL € =',_;'. �' '`' '' MAINTENANCE OF THE I/A OWTS PUMP BASIN AND SHALLOW DRAIN FIELD FOR I—...=-' EVERY 2.0'iN TALL I:: NO. DATE D;;1., S ED LEVEL r, DESCRIPTION w,:Y Y.. �. ;,.. :, :1,4: ,. . ' •_ -:;: ;.; I:,: ;w: ,::. g 4 OINLET PVC PIPE Ln :II:_•::s1t .. ,., ;. . x;;......,:I,;.r:.,.- .. 3,1,..,:::,.' ; �I„':::.:IZ;',.! I,l, :-:11:If ',.II:=:: 6, A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. S=0.0104 MIN NOTES: RIB BASIN OVEREXCAVATE TRENCH TO REMOVE SM DRAWN BY: AMH 7. NO HOUSE TRAP SHALL BE INSTALLED UPSTREAM OF THE I/A OWTS IN ACCORDANCE W/SUFFOLK COUNTY O 1 DO NOT INSTALL TRENCHES IN WET OR FROZEN SOIL. UNDISTURBED SOIL (CONTRACTOR _ .*[ RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GEOMAT. SOILS TO P ACH SP SOILS &BACKFILL SHALL TAKE PRECAUTIONS NOT TO DEPARTMENT OF HEALTH RECOMMENDATIONS.THE OWTS SHALL VENT THROUGH THE HOUSE SEWER PIPE, CONDUIT PIPE TO PDS ' . 2. END OF ALL LATERALS SHALL TERMINATE WITH A DISTAL PORT. w/ASTM C::3 SAND w/A PERCOLATION COMPACT BOTTOM OF ABSORPTION DESIGNED BY: AMH -�- BETWEEN 1&5 MINUTES PER INCH BED DURING EXCAVATION) NO ADDITIONAL VENTING IS REQ'D. TO CONTROL II 3. ABSORPTION TRENCHES SHALL BE SPACED 5.25' ON CENTER. PANEL l 9.70' �� REVIEWED BY: DWR/KMS 8. OWTS SHALL BE TESTED FOR WATER TIGHTNESS AFTER INSTALLATION USING A METHOD APPROVED BY THE GEOMAT 3900 Trench Section 1 GEOMAT 3900 Trench Section 2 MANUFACTURER. PUMP BASIN PLAN VIEW 7 8 DATE: MAY 03,'2018 Scale: NTS Scale: NTS OWTS SECTION VIEW 3" THICK BED OF COMPACTED ' 9. THE EFFLUENT FILTER SHALL BE INSTALLED DIRECTLY UNDER THE ACCESS COVER FOR EASE OF MAINTENANCE 24"x 72" HYDRO ACTION SAND, MAXIMUM TOLERANCE SCTM REF#: R10-18-0053 AND REPLACEMENT. per DETAIL 3. RIB BASIN (AKP20030) 24" ROTOMOLD COVER OF±1/4" IN ANY DIRECTION SOLID LID w/GASKET SCTM#: 1000-54-04-31 10. 8"X 8"X 8" DIRECT BURIAL JUNCTION BOX COPPER INDUSTRIES WJBF080808. (AKP60190) Hydro-Action AN500C Series OWTS Details 11. THE SURVEYOR OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDH. 1 "^.0' 1. CONDUIT PIPE TO INSTALL 1/8" HOLE @ Scale: NTS DRAINFIELD DOSING APPLICATION: DRAINFIELD PUMP DOSING HYDRO-ACTION PUMP) I _______„___ _ __ 12. ORGANIC MATERIAL THAT CAN RESTRICT FLOW MUST BE REMOVED FOR RAISED BEDS.THE SOIL MUST BE CONTROL PANEL t -- BOTTOM OF DISCHARGE 18" x 1.88 GAUIN= 33.8 GAL HYDRO-ACTION NORMAL OPERATION � , ;� 34.0 GAL/(45.2 x 3.25' - 0,23 GAUSF L? + II ' a SCARIFIED TO PROVIDE DEEP CHANNELS FOR THE SAND.A PLOWED INTERFACE ON CONTOUR IS ASSEMBLY 25.0' LESS THAN 0.25 GAL/SF per SCDHS Code ILLONS I :g)- PUMP BASIN DOSE VOLUME - 56.0 G; ,, ,. RECOMMENDED TO PREPARE THE SOIL FOR FILL PLACEMENT. 4"0 INLET PVC PIPE PVC TO HDPE ADAPTOR p RIM EL= 7.0' (PROP. GRADE) CYCLES - 440 GPD /56.)GAL= 8 CYCLES PER DAY c `' o r,, 1.S=0.0104 MIN TO PSD Section 5-110 Article F-613 page 26. . ` N' ° U_ 9 c p 9 ITV IN= 4.66' ' T 13. MAINTAIN 4.5' OF COVER MINIMUM OVER THE PROPOSED WATER SERVICE. 20.0, HYDRO-ACTION AN500C OWTS INV OUT= 5.9'. . „_., -_._„ . :.,., .. . , ; C - y _o U_ I q HYDRO-ACTION RIM EL= 7.0' (PROP, GRADE) ' BOT EL= 1.0' GEOMATRIX GEOMAT 3900 � -i � ; 14. FILL MATERIAL SHALL MEET OR EXCEED STATE OF NEW YORK CODE REQUIREMENTS. ALL FILL MATERIAL ORENCO UNIVERSAL B DISCHARGE ASSEMBLY ITV IN= 4.77' I FG EL- 4.5' : T .`; 1, I N Uj � r''I SEhTIC SHALL BE CLEAN BANK RUN, FREE OF TOPSOIL, HUMUS AND "DREDGING" DIRECTLY BENEATH THE GSF FLOW INDUCER 15.0' ITV OUT= 4.69" __ . . . . ITV IN- 3.18' _, _ a = j _' N ,3 _ • c\j SYSTEM, (UFI 4) BOT EL= -0.9' LINE OF BOT EL=3.1' E - O 2 •: ?I _ (See Notes) EXIST. (REMOVE SM SOILS +/-2.1') i y; w' " � u- , �; :u , 15. ASTM C33 SPECIFIED SAND WITH LESS THAN 10% PASSING A#100 SIEVE AND LESS THAN 5% PASSING A ORENCO DISCHARGE PUMP MODEL PF200511 iR GRADE . 4 ,._ C7 u iPLAN 10.0' FLUSH _ .,._ ,_ I ,, " .M r r r: .`"' cn HH EFFLUENT (Demand-Dose Controls) : i a � 7 , � w Q; #200 SIEVE SHALL BE PLACE BELOW AND AROUND THE GSF MODULES, WITH 6" MINIMUM UNDERNEATH CLEAN-OUT - ° '' ' FF= 7.0 LANDSCAPED COVER:0.5'MIN I i ' s r' < �� ) iJ r HDPE TO PVC ADAPTOR Q a `� AND 6" MINIMUM SURROUNDING THE GSF MODULES IN TRENCH CONFIGURATIONS 1. . IN BED SYSTEMS, USE CAST-IN PLACE CONCRETE o -- (see DETAIL 4) , 1 - WALL BOTTOM.2.5'MAX, =: :� .,, .. > 6" MINIMUM UNDERNEATH THE MODULES WITH 12"MINIMUM BETWEEN MODULE ROWS AND 12" MINIMUM DEADMAN POURED PRIOR TO T 5 0' -- --- I `1 � OVVTS < �:\ .; txf 1 1 v :, r- AROUND PERIMETER OF THE MODULES. PUMP BASIN INSTALLATION �, 3.0 - INV= 5.10' I I C �' N < r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -HEGE1_1- UL- � U1 (n OLDS 3 ' -, : ` x w 16. ALL EXTERNAL ELECTRICAL &CONTROL LINES IN 3/4" SCH40 PVC PIPE.ALL AIR HOSES IN 1/2" SCH40 PVC PIPE. PUMP BASIN SECTION VIEW 0.0' z .- -__- ....-.. ,.R10-18- -- - c" DIRECT BURIED ELECTRICAL CABLE IS NOT ALLOWED. . (APPROVED) O a L_ „� I_ L ID 1 : ITEM DESCRIPTION for Hydro-Action PumpBasin o i - 1< i/ I N i 17. MAINTAIN A CONTINUOUS SLOPE TOWARD THE DRAINFIELD TO ALLOW THE TRANSPORT PIPES AND LATERALS TO DRAIN IN BETWEEN CYCLES. LATERALS SHOULD BE INSTALLED LEVEL NOT SLOPED. FLOAT FUNCTION 0.0' 10.0' 20.0' 30.0' 40.0' 50<0' 60.0' "0.0' 80.0' 90.0' B PUMP ON L16.OLF 4" PVC PIPE 18. 5.0' RESIDUAL HEAD PER CALCULATIONS SHALL BE MAINTAINED AT THE LAST ORIFICE OF EACH LATERAL. R PUMP OFF D3034 SDR 35 @ 3LF 4" PVC PIPE \_14.0LF 2" HDPE SDR 9 CTS THE CONTRACTOR SHALL PROVIDE A SQUIRT TEST TO VERIFY THE PROPER HEAD IS OBTAINED. S= 0.0208 MIN. D3034 SDR 35 @ PRESSURE PIPE (SEE NOTE (12.7'CI+3.3'PVC PIPE) S= 0.0104 MIN. 17) 19. LANDSCAPE OVER AND IMMEDIATELY ADJACENT TO ANY PRESSURIZED SHALLOW DRAINFIELD (PSD) SYSTEM MUST PROTECTED FROM HEAVY VEHICLE TRAFFIC AND EXCESSIVE WEIGHT LOADS, BEFORE, DURING AND Hydro-Action Pump Basin 9 Septic �i�teSfte�ction.... * PRESSURE PIPE SHALL.HAVE A pPOST-CONSTRUCTION. THE PROPOSED OR POTENTIAL PSD LOCATION MUST BE STAKED, FLAGGED OR FENCED (: ) (: _ MINIMUM INSIDE DIAfv1ETER OF i.5". S.C.D. S. StamPRIOR TO CONSTRUCTION. Scale: NITS Scale. 1 - 10 Scale: Actual Size MAW ALTrOINSFEn SWITCH/ R-,a Iailla!Ntd PSMZYANT FORC,FS EMF`TkENCYI SHUT OFF ;'--- LYAOR 7 Y 1 S D, E C i LOTAAEA,310R1 egNp.719 ACRE(q (AFt INN CIXNTIiq.SC Y20T +aa,smm'T.wF m#rt>Ay "N"'NO.•tYe.Y2M+P+tt VCAUME-DASD FTX2.0 SI 78.4 CF PLC CXX TE"CoYi PANere J''''IN POLYETHYLENE YLENE AIR PUMPerr ' APPROVED AS �� AL OWATXE It9^XTRAT!DN RATE-3 D GAt1SFJTkAY FOR YV£K3HT OF WATER*82-4 tB8/CS yd HPBc CUAIPRE-SSpR / N POIYETFryt,ENF ENO.t7ut''1AE �I p,,� � 14 452 LE 0A9FD U"3,25'LWDF TRFNCH PER TABLE 11. BUOYANT FORCE.794 CF X 62A LLS ICE•4,9;5 LAS / --�_ �LACE �O' FERIA lam PEt2A''bo 25 FEMA hfep FNg8103C015/H-0.R;1 8 nat7 r "T CONDITIONS �� -- O FERIA l deM E12APE13 Per 2CO3 M �E{)F�.6_ !•'ElFC#CXX#TF1Ot.S AAJIT Cv iR'1(111i Ityyl PAOPO SFO DWELLING W/3 SFtOTND"i3iC GP[4 DEADWEIGHT O' TREATMENT BSA F / TO CCNNTROL AOX •-4.rs•I#A FO1mli w _ .L NY[NFTp t`vu IOP ,,,,,,...!!!1•- PERMIT ynl�{ N 3 1#^wT�ye �w f'1hr�'y.,-�+ t��G SHOP SF7+TtC SYSTEM F(Xi 4 8FDR00MS FACTOR SAFETY-19,360 LSS/4,955 HAS-9 3 0 0!F�i,w,D� I •.` aSUPP4Y TOTREATMENT IX,tT Y•n ttsv Yax Tla cs cut �)< E 1 it Mt I '�' "� �N-+' / �,J° �,IA.A..•j„J!t '1 Un V i O O (1)HYDAOIACTION AN500C VA-M WO GPnt 1 (45 7 LF)PRP-1-XRZED SHALI OW DRXNPE{D(PSI) Fry' wr.w A6TM C598AND D+IAOATION ; :,, 3 or , : , ° a DATE " '`••.`,; ; HORTONS p281F)L7cPAN,SX7N TRFNGH kO BFF,<,3.aCANTILEVER *'1„t^ Y" A,B.aS• $' PETKENT PASSING ,0'W7DE CX'HL AS S}NOV/N tN•1 C?[•„rT �.+-••+'�„• re 7CFSOLIT"OLD.s+P .*r y'q�isrF.O:r�,.##,r_. s�T'• w ! LINE or HOUSE ,� EfflLlBnt Fllt�•Sectbn OetBil 1-' �#srAL EROSq,wva�MAP .'" tea,..--+--^" " '`'.••� ,� , `_E TOWN OF WEST OF S(NISF1•PATH. #4 -NC 'y,A[C7l•11`l(' T .-'•' J , SLOiCX.K COUNTY #pia 60.85 : Scab.NNTS � �'7�;". ! VERTICAL E3AlUtA-NANO t989 T- 1 _ '� •�%'•..� '..'.a�.; t b BOUNDARY A TOPOGRAPHIC DATA BY NATHAN TAFT CORWIN #30 25-� i +Y"' - ,. ', '•. `-•^'• ;� ! � N� #w 150.304 /,.,�,� a 1a m(AND SVfi'F.VC)R DATED JANUARY 02,T018. #100 <10 2 Hyd_ro-Action Control Panel Detail,2'Above BFE 1:"�:L_ ..•-•••'�"'-"'"'?' _�-1 t .L ¢` _ : € ¢ +t.m, ��_•,.. ! '�'r n p0 A , ,act,�• ALL LOU WITHIN 18P ARE MwROVFD AND SERVED RY #2w c b SCaIB:NTS � �_,� ....-•+' �"'�•'�� .� 43 •?- "N-•� PUBLIC WATER.EXCISPT 1000444WM./000IS4,04.82 t ! 1 ^"'"•.�""� 1 i t �> y{, ; ` 'lF l.F: siA„ . *."'pr''-� , c� iS ONE.BOTTOM OF YYN.L E i^` .....-....1- ` :I�PI.. L - J-y` .•:,.• ,. ,~ <..., ..•J l t ,. r I: / t/l oLA/ p 564,,,.�•�.--1 .r { *t w } .. _ cc-r TOWN OF CO MEAN'OUT \ Ills • ;, ,: ^ ,, .',`' �\ ,� PPOFY>SEptTT.1EM;ROUrND SOUTHOLD Q-CAST 04ON r I 'J-- !.;! ..(J k ATXx•; i i,E4 lE. V /�,, F EGTPHXAL.LWr a SERVICE OOP INV-CROSS BJER PIPE INVEST m C + _M1. .. i ' `MLR y„_ t{e J..Ae 1 DW-DFNritIFt L �i+ -=v (' S \ EXIST.DWELLING-------.a.. OF-L%3TtaTa,TfON P001- rLt' I t i 1 t!~\+. "-,•,� •._.•� 1 To SF DEMOU'SV-ET) _ L! ff♦ ♦ :' �`" / ,•�' `t%'� OT-DISTR09UTION TRENCH S_ J 7`SW1 • F - '� -� EL-ELEVATIONi iA4 I N ._.i -''z V t 11 1 . ••c:�fw.i Ir-- O' l P FG EXPM&01NGAILFY •�C.] 1L' P I ,� t .`�` - 1 i tP PL17S1N ty.FANITS `�v Frc�$rett$y: FP-FXPAN3'ON FO(X - 1 , ( ! O Y \ ta4e DDtt+T 1 k �...... PX'v,T uPFO SV$TEM- 4) ET-EXPANSION TRLT'C++ ''J i } A ; ```TO SF AIANDGNET7 A$PER 1 $g1 ppL%K78{q EDS'IOFE` )�_.,1 .11ND�t EX�'F. fT" EM-EXISTING 0 O � , + I s� 't i 1 � , aC3kls wAt SPFCt`CA�- T I E ,10 '•L .-7w-,n� ERE-FINISHED FLOOR FLFVAXION V Oy , t9 t t i �..�` y.�.» S PA 3 •WATFi7 f INE ,p OFF-GROUND rLOOp FLEVATCNN 'Z j- 1 N L 'I d 1 (' "- yg , 11 . GSF.GEtT SM E SAND FILTER © , I ! + I - - E 'N \\ !. '^ 1•� �P �7_',�l fTFF t%OEHGHEST -.) D'EXFI'F.CTEO(#NCAINDWATER LT FWTKXJ , ,/ i I� T e4 !A / YFQQQQQ''"'i 4 F t L .47_F 91iNV-INVERT M ) I t At ' d -..-1- .,. .L.A4� I"` sgineerinS,PLi C LF.('EACH FEET 2 ,L_..__L..-.._.....J._..� i a! 1\ 1 1 1 ^ 1 { t QI" N�.r. +'r i/ p� 596 • I 1 .N Nn' .I ��mAnN WALLS I.. F P.O.BOX -1FACHING OALI.EY w--•-,-_-••F�...._.._.-i--...r.,...•_._. �t .4 f _.^.-Mi •_. ,.tw•ln HYIN3U ACTION E)PST WATER SFRY:CE&METER AXOF S/�O RAA"OR,N tl LPL,F.AC:tANG li'lIX i N 502940'w» y• -+•--•.•�....�.. F . t' ' t , 463 ...-..•- _._.�..`. i _.1¢ "�� F ACOC(M79- MAX.wmmw . I « S 7A eAY-Aa -FW' LOCATE 6ltPPLY tMF MAXIMUM T L.._.- .»s .-.(-... .�._... OWTS-01.11317E WASTEWATER TREATMENT SYSTEM 1 {�- ! !{ I j 348•14' PGC•PONT of CONNFL'1,0.'t 1' ELECTRICAL,SF.RVOE i i a- F NF PSD-PP1ELlc MWED SHALL OW OPA'NFTELD FE\SA a lX)D--"`73 1-,i t C FXA UNEs To o�\_ H'f- TYP-TYPICAL 701.1E LINE r. UNITS CONTROL PANS TVY TOP OF WALL tRAtRC MTFD 1fitDe1gA 2/5) VOLUME OWiSSItePlan I Y-VOLUME OCm TE TANK f( `it Scale:1•>20 X rMc'°"�,'^�"�"�` t,c*mum HYMO�ACTION eY MCDOIVMD GFLlSPENCE ! ummc new DATE:I i 002DI7 NI_ET FieOM •'�� OlR1 FT TO ; f ( MAN Ft L PMt4.,t"p, •',.x,e yym ru-ry TRfAT7.7EN7 LINT ilFA4 HELD (� "`*TCSI[1�•• E vvL t 0.8' & L T DWftLING_,� t, j FLA SH GRADE 3�'-. M••.. , ric'um 440 GPtVOJN f7ATE.146 67 sp fl-TF-NCH _,._ IL�.11 MAM tiert0 1479Ffl 759E+459'UNEAA FT dTPENCH �'�" 1iIXE5PIl 801t GW2 wrxitArca rlAw .•:n'iw.>s 452 LF/I tRC,--452• R1SER5COVtR MAINWIFAKFR ,Y cmr.dcws,rax,c A L#s,i a) USE 11)45 2'LOW DISTRIBUTION TRENCH -END Pt LC CH�-.-�. m#a n#a �'' • .. Sae marl 24' 0722.0 LOCK;EXFnWscxN TREtHA+ 'TAM DESCRIPTTON e«ANSQOL wf8 CxN 4 �� - --Mf wrm ro tunwn '•�.'.'.MF C4' �vw.'a«+w.,,� __...».. m Ca1Aan Snntl(SyYI_ ->•''(E'i-11•- �� 714�C A T ANSCYX'24b�?1'S;pGFN8 �•O 1 1 -. aeon RA,R.wl#sm .". :.a0,•mep •<<'••• ^ ("EA(AZLATION TESTS BY aut Ah.'.�.__._- - � Wet.in Sae DAFED asr.la B- ANK NVSvW('245 PRFTRrATMFN�„PRE�AST•CONCRETE +.�tA' Ljj---FVC SEWER PIPE,tYP 'L ello n IQ Cuama I _NGy_'SpM5 PVC S7� PT1-027,042,0:483EC;:NCH DEEP-MIXED SAND} D A:.SE4Nu W Le law,vmw A,ueu Sel,tl PiVO l20' > - 2a5 CX _FTE - rLFC"5ODNTRdS ' - PT 2-0.00.0:08,0:I' SEC/tIYC H T10'DEEP-MIXED SAND) F PIPE__P PVC 5DR,15 M CONTMJI Box G 9CY OFND PVC RIPE taln;ar „p�,yz.P 19.0 PT 3.0:10,0:19,022 SEC/INCH 420'DEEP-AOxEp S4.Nv» F Em_r'Lllg".C LOCKING f� Abv teen Dsma 2r5) cx3m4 a 35 «A. ___.._ SCALE-PER PLAN a6NF AL Wat G PtPE V$YC SJR35 ar.a. .-.rwto rrwln a I.NAw H PIPE A' SG135 �"� LIDS(X)VERONCiRAt7E laenNOTE to/ Ft� •IOOWTS ne-mA,,, -wA,..,n„a,+wm.,n JOB NUMBER. 37240 1.HYORC-ACTION ANSXC OINTS, 1 TEAL KTiTIUfi}TT 4'SCX335 TO REN40TE f)WFLLIh�`.'~ tslt-n um Cot-,CAW -rllnsnNlfO e+[Gt#�1DeMLeIt J PIF'F�4•p,�~SY1ti.Io r AR PUMP D aae-,owr GI M WYE 2 THE DESIGN ENGINEER SHALL iN�R4P THE BRIT'•'BULL ToALLATXLI AND DURING SYSTEM I T ALL T� UENT.. TFR 41NF_RAl NCME ,�,� FIUS)I C1f)Sn-trip SF.TCtIOn Det81I 5 WiTI cI Dta m DStB1t r/ COMPONENTS LOCAL ED AND PHOTOS T F 7L#E AS StALT ASTPLLATON PITIOA TO a4,cKHU.WITH ALL t(�4J J\}-- ��-•'T9_.,.�!..__.,COMPONFNT9 LOCATED AND 1XXXfMFNTFO.eAr4NPu.L MATERIAL ESIAI.L 8E CO.EIW WTiTi Fe0 ROOF'OR STONES WATERTIGHT fl Ex'M E E SCab.NTS _ Swb:NTSLARGE �• 1 QT,18 Rt3vigOd D0r N. .1. VEGETAL TNW12•N ANY❑EAN L.'ON TO A MMMl1M DEPM OF 8'OVER THE o5F MOIXA.�AND FINK.tXA'Efi T#1 JOINT SFAL APPROVED BY m J 2 t t.CY2.�S_ Revised tp UA OYI7 S VEGETATION OF a•Is•DP GLEAN toM+ THE.MANUFACTURER.TYP , VEOFTATF MOUND TOPW L FOR 3 THE 714 A E)STALLEP SHAI L HOLD APPROPRIATE ENDORSEMENTS FROM 15L1FFW X COUNTY pEPMTNffi7Jf - SETTLING AND STOAMWATEn 3 012319 Revised tD)/A OWLS HEALTHANDS1JRl.1.BE AN ALTTHCXLIED INSO4Ll31, Owr FROlA «_. OUTI.FT TO ZC'eMS5 SH2ETFLOW 4,THE WIIS WSTN.LER SHAD-REGISTER THE ONSUFTPFAtMFI.T SYSTEM WITH SU FOLK COUNTY DEPARTMENT OF Owr11-tNG P�, - H D L �• 'n 4 07.24.20 RatlOiign Post Now G z -GLEN'FALAC RCX)KSI �tChit@L��i Pr®Y(9u5T7i HEALTH. OR THREADED IL •T_�^ y PproV AL.eRII'LMT//�� i ^i' 1 1 OR SELECT F4.L NATIVE,PJK:KF9 L 5 AN FXLCITFED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCF PROVIDER AND THE naraL,c RwT�, I � ��• � 1.50•SCH 40 PVC DSTRISUTION FNC VALVE Sox PROPERTY OWNER$A.L BF PROVIDED To SC nH,THE MAWTENN.OF CONTRACT SH,&L INCLUDE THE H � HPIPE OL PER 8 CL D aY['32' --T MAINTENANCE CT THE VAOWTS.PUMP BASIN AND S14AI LOW DFAIN FIELD FOR A THREE YEAR MIN, .i1 `'. 3 25• 4G HD.ES 0 8 BCtOgC C..-- :---•..:L..:c..--.....L I,aa��.. - - NATiVFSOIL. t- EVEPN2.0'IN8TILLLEOLEVEL. ", 1�i NO, DATE DESCRIPTION 4•0OIET MA- .�a. '..--� ".y`(,•...74•X M• h -�» t !I_R' `°Y._,."�d"„ Tt :rT;», �a.x1e. 8 A CaAtO3AGF.GR:Nf)FR SHALT NOT 8E INSTALLED LX+STRFAF4 OF THE(7AT9 S�0704 MIN- RB BASIN NOTES z'�•.`° DRAWN BY:AMH O ,DO NOT INSTAL L TT0WCHFS IN WET OR FROZEN SO4. OVFREXCAVATE TRENCH TO REAI"SM UNDISTURRED SOL 0OONTMCTpR 7•NO Ii0t1SE TRAP ffiIAlL t#INSTALLED UPSTREAM OF THE VA TAYTS N ACCORDANCE W/9UFFOLK CX1l1N7Y I FWCE SILk""a AND BOTTOM OF TriFNGi PRIOR TO PINGING GF•OMATSOILS TO REACH 9C11S 5 6A,CKfl(1 SFiM L TNCE P>iECNXTOXN9 NOT 70 ADDT O NAL VFNTNG 1.4 DEPARTMENT OF HEALTH OOMMENOATION$.TTIE(7WT9 SHALL 143YT 7HROt1Dt1 TT�HOUSE SEYYER fSPE. q7 PPE Ta , w/ASTM C33 SAM w!A PERCXXATIO7N DESIGNED BY,AMN _-. 2.END OF All tATFR0..t{S4FAIA lERA6NATF Y4TFN A(ASTAI.PORT, tSOANPNUTT BOTTOM OF Al1SORPRON Too - -�. ,.y. -.. . . - a,ABSORPTION TRENCHES SHALL BE SPACED 525'CM CENTER. REtWEEN ib5 M'NUTFS PER INCH 81C OURP00 FACAVATIOM 8 CNTS$HALL BE TESTED FOR WATER TtG-TNFCS AFTER INSTALLATION US'NGAMETHOD APPROVED 8V THE 'EL ,�,�_,,,_•__, •9.70' REVIEWED BY QWRA<ts1S MANUFACRA€A, LUMP MEIN PLAN VIEW i \ �•., GFOMAT 39.0_0 TTeTTch Section 1 CEP_10 3900 Trench SectirxT 2 \L Sr, :NTS 8 DATE MAV D3,2p18 S 2S ELH?t#-VTE)Y 3'THOK BED C#'COAB'AC1EO Sc8k3:N'LS.- �.. 9.THE EFr PLAC MEET SHALL BE INSTALLED DIRECTLY UNDER THE ACCJ""w tJ0\I'A FOR EASE OF MA'NTFNANCE SANG.MAXIMUM Tot SWiCF SCTM RFF#.R 10-18-0053 AND PrPLAGEMENT Per DETWt 9. FUS RAISIN(AXP20000r 24'ROTOMOLD 00WR OF x1A1'IM1 ANY)ARFC7KM .--.. ccPPei INDUSTRIES JUN 1a SOLID LD,W GASKET SCTM#:1000.54-0431 e•x e'x e•DIRECTIX.OkA: CTIONam INDUSTRIES wJBFOapl05. WtPEYJi9q Ill-THE SURVEYDR OF REOORD SHALL PROYM REmw 00CU iENT'S AS RINQUNtm aY SC DH. i tiy_drD•ADtion AAIJQOC Series OLVTS DeteilS ^0, CXwwl PIPE TO INSTALL IX HOLE 6 ScamNTS NQPJ,�DDfrND APPL.iCA1(}th N.EIES. P QQ$IyLU[�/ Q-ACT10N PL1MPi 12.ORGANIC MATERIAL THAT CAN RESTRICT FLOW MUST RE REMOVED FOR RAISED BFT6-THE SCL MLLST BE CXWTRG_PANEL, IS••1.88 GALZN-33-8 GAL /- SC TTOM OF DISCHARGE •'-tM1A0 ACTION NORMAL DP[iiAT,UN TR1P1N:m#)E t$ dDIIA1wNaS FOR THE SAND.A RSANED 01TT9$'AC;E ON tXTNTCXIR S Amy 28A, 34,0 GA1!(a5?z 32F'p 0 23 Cdt(.1' -,qN.g•8Av4'N ;. T1(tRE VOLWAE-5S 0 G4tLON3 Rz')OW ENDED ID PNERAFE THE WL'KWftLftACFMPR vo INLET PVC PIPE— _-- LESS TITAN 025 GM Pm SODHS Cptle RIM F1-710'PROP,GRADE) CYCLES-440 OPDI88.0 GIN..B CY4TFS PF9 MY S,^a:F^CA alw Seetxr,5 710 NtiF14 F8B 28 11 MANTAI4 4 5'OF COVER MMMU M OVER THE QED WATER SER„ICF. MN 64.4.59` C 14.F01 MATERIAN,SHALL ML'ET OR EMM;E£fD STATE OF NEW YOFMC C(10E f1EDl TB,ALL FLL1.MATEfNAi 0^ - 20 C" 7 OP P �-I 09•• .. .. . .GEOMATRLK C-.EOMA.T 39M.. �••• l ram• I 7 I D'SGH&iDE A3SES4FTLY Y.V'N.4T7 ` '�^��•1�F1T1� SHALL CX.EMI BANK FUX,t.FREE OF TDPBC)tl„FS,O,AJS AND'ORELXi?,X3'DR£CTLY BENEATH THE G5F FLOWORFnOD t1NNFRSµ I 1�`FO EL-45' ry Y / IC TOUCAN 15.0' NY ROTOa._00 .. ., i LINE OF t_331'. ,NL_4 .L aYSTE'M. VIA tree Npieei LET .� '.. . 15,ASTM CSS SPEdHED SAND WITH LESS THAN 10%RASSAIG A 0100 SIEVE AND LESS THAN 5% i A ,�, ---ORET CO DSCHAA3E PLAN MODEL PE70.MI I 1�}�t'(�••-k1 Ti, OW SIP4$HALL.BE PLACE BELOW AND THE GSF#CODuLES,WITH a'MIMMI M UNDERNEATH ,� tal LTRAENT IOnnla9l�Dom Cgm w 10 C' P,159E .. .� GRAUF . . (A�MCn'E aM>WILB N-9.17 '3 3Jt P I.d N RIND 9'WW NIMUM 1J NWQ THEo9F MODA S N TT1 INCH CXOWt1Gi#iArONS,at RFD SYSIE4E.l19E OLEAN 6 AM#MITi tX1Dt3LFX'ATN THE h101%kEB MATH 12'1N#N1VgA1 BETWEEN CASTNN PLACE CONCRETE t (nee IX-TA4 4 _ - LANDSUAPF.o - s AUG:1 _ �l 2`.,I V 7 T .t AJ APOLNO PERIMETER OF THE MODULES MOIXAX:PON5 AND 12'MINIMAL,( DEAOMAN POUREO PRpR TO -.- - 5.0 R- - - _i -1 . PUMP RASH INSTA:.LAT)N _„• 3C�r ONV-sag' �. - `•_ 16.All EXTE E EL EC:OILC-At 8 CONTROL LReES M ED SCH4D PVC PSk.ALL AIR tom.,^S OY ill'SG'4C PVC PIPE_ LK1MP BA81N aECT1ON„Ylf,,�( 0.0' .. $i" YV V iL l 1{lT S7 ' 01REL7T CXOFEi7 ELELTRCAL CABLE 6 NOT ALL(AYFT? REM DESORIPTION 10e -Ae1{#n Baeln !A': 'A5'D` e _ ._ .0l 17,MANNI IN A CONTINUOUS S OPT TOWARD THE D E INS INSTALLED ALL EL NOT I O KLOXTLIT PIPES AND LATERALS TO T�- �� y wTr DRNN IN BETWEEN CYCl.E8.LATERALS 8Fi0t}LD B£O"wTAttX:O LEVEL NOT St,DFYO, FUNCTION G0 iQ0 20 C' 300, 40 0' S(!0 80.0' 74.0' !D 0' 40.0' l B 'PUMP ON ....15I F A-PVC PIPE 18.5.0•REStMiAt HEAD PER C:ALGJLAT+ONS SHALL BE MAINTAINED AT THE LAST C RFCF OF EACH LATERAL F 03034 SOR 35 D 3LF 4•PYC RPF 73LP I W SCH 40 THE CMTRACTOP SEA.+.PROVIDE A SCX.#RT TEST TO VERIFY THE PRDPFP HEAD LR DRTATNFD, S-0.C2D6 WN. D3034 MR 35 a PVC PRESSURE PIPE (I I J'G.3.3•PVC PPE) $-00104 MN �eq Nme lR i•�t�� 1A.lAN2%iC.APE t)A'HN ARID 9MMEDVItEC,Y ADJACENT m ANY PRESSUFT:YED SW+LLf?W DR4!NHEt D P'SD}SYSTEM MUST /*..!• BE PROTECTED FROM HFAW VEHVF TRAI RC AND FXCFSS'VF WEIGHT LoN�.Pfill,DURING M7! )/I,`', �.T, �Notion P. S9S'n Se h'c Site_$flCttOtt j/ ��.Pi.C.D.N.S.Stamp PO.FTC.U'h'CTF$JCflOk.THE PFq#'09ED IXi FgTENML FSO LOT:ATXXN MUST BE STAXF0,FLAG ED OR FENCED t P��"NT$ "»�� .-"�•--•� �SCaIe'1'it 1 Q e i I `SIC- .H.S Size PRORTo�N. ` �./ EXISTING TOWN AND DEC LOT COVERAGE OVER ADJACENT AREA TO CEHL LINE (f2,660 sq. ft.) SURVEY OF PROPERTY O DESCRIPTION AREA % LOT COVERAGE iJ Cv T TA HOUSE 1,615 sq. ft. 12.8% 1 1 tJ T)--1 1 L 1 SOUTHOLD FRONT PORCH 62 sq. ft. 0.5% (0/ p REAR PORCH 292 sq. ft. 2.3% TOWN OF SOUTHOLD ho�• / /k 00 OUTSIDE SHOWER 44 sq. ft. 0.3% S U F F 0 L K COUNTY, NEW �Y O R K ; F � SHED 101 sq. ft. 0.8% S.C. TAX No. 1000-54-04--31 o TOTAL 2.114 sq. ft. 16.7% -'t »SCALE 1 =20e JUL.Y S, 2016 JANUARY 2, 2018 REVISED , 2018PROPOSED TOWN AND DEC SEPTEMBER JULLY 20,5ATE 2020 ADD FLAGGED PROPOSED HOUSELAND LOT COVERAGE OVER ADJACENT X� G AREA TO CEHL LINE (f2,660 sq. ft.) TOTAL AREA = 31,063 sq. ft. x- �� DESCRIPTION AREA % LOT COVERAGE 0.713 ac. '0 ADJACENT AREA = 24,845 sq. ft. fDeoF x FoGNo HOUSE 1,713 sq. ft. 13.5% X-U -_�PATI� aRl/S M ON, Cpy TERRACE 730 sq. ft. 5.8% �� si ON-GRADE LANDING 60 sq. ft. 0.5% CERTIFIED TO: X � � 8100 HORTONS LANE LLC 9Qo� 64 / �� / \` N 1y�gl ��n OUTSIDE SHOWER 18 sq. ft. 0.1% FIDELITY NATIONAL TITLE INSURANCE ' ti VT J / zs / / � s .D 81 / X e6? 0oc%� �( ' Os�A �B TOTAL 2,521 sq. ft. 19.9% ��•,��4 � y�,/ p�c -.S.. 2 ALLOWED BUILDING COVERAGE - 2,532 sq. ft. OR 20% NOTES: 1. COASTAL EROSION HAZARD LINE SCALED FROM COASTAL EROSION ^ / x-u �� of ^ -� HAZARD AREA MAP PHOTO No. 56-570-83 SHEET 9 OF 49 X �,y ;, � `�a�sy X / '�M'�r'y1 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM � X `TORzgc p root`� `�'v o=� EXISTING ELEVATIONS ARE SHOWN THUS:m /x / X x /0/ I $ /.. J4r �0 F.Fi. - FINISHED FLOOR':: / x CFO �.. <v �'� G.FL - GARAGE FLOOR 3. FLOOD ZONE INFORMATION TAKEN FROM: ` X A., •,:" 4 o• FLOOD INSURANCE RATE MAP No. 36103CO154 H o I X X ��'� /�: ' h��oo Q�z ZONE AE: BASE FLOOD ELEVATIONS DETERMINED Qo=A,�� ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); ko Oj`Vo ��%�' BASE FLOOD ELEVATIONS DETERMINED o, k Doti �� .. 4. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND X22REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS.' L.. ov 5. EXISTING HOUSE, SHED, DRIVEWAY AND ALL STRUCTURES TO BE REMOVED. X� alp �� /I Q < �7 �� / ^Lr FAO' / O� j 5,�,�i�/ ��,E''� �� . •� o .. C ,./ �... / O�cr v / zz X 01Ep 0 � .:'p \ m �R91 ar V CC Fp(/j ,ZQ SLATE IN SAND WALK SA°C / ..::°�?' :': tv \. �. ry)• C�,yC O �O� '4 'iK :::.. .!:R �y0v0 Sy f TO REMOVED S / _ �/]. i::.:_::::i::MpHLjc �..::':: ::::::::: : :::. . a cei .... � ` q DRAINAGE SYSTEM CALCULATIONS:° 4D W� 0 /y. .....::S� HOUSE & TERRACE AREA: 2,443 sq. ft. co z �, � .. :: :Qi;::(n 0.:'.::...' �� •„ •<� ai;.• ti :... 4I °� 2,443 sq. ft. X 0.17 = 416 cu. ft. : i:i.r?ri}iriti' ? D :.� 6 Q , s : R/ �;o • / ` '9 q� 416 cu. ft. / 42.2 = 9.8 vertical ft. of 8 dia. leachingpool required .:::: : :'::: ::: ::::::: i' rel as. .:.. � S P q Off, F.• [C ::::: L........... :::.. / ;- •;' :�::: pw :::: ::::::: PROVIDE (5) 8 dia. X 2 high STORM DRAIN POOLS (10 vertical ft.) 0 V a` ,.. .��.j •:�.::Q �L /�.;: . ... ................. . �:�:'' �' �,/ / •.TEST �:::•:.:.`, � :•: ;;::: /v. i':'r•v:::' :'..�:c:•::�i,•:/..::.:./.+'• (i:':�::i.i{r:i?i:ifi :'•' / ;:a�.,,,. ::::4:.. '`'.,`� .:�� /i � ' .: � ) ::.::: :. ::::..':::::::. . :::::.......... ::;:::'::: D :.. ,,. ::::.. ::•. h PROPOSED $ DIA. X 2 DEEP DRYWELLS 0 ROOF - l :`. : :.:;:T' ... ;,::;•: '::':: ...................... ::.:;::.:::::. : / . ::...::. :: ..•::... .. FOR R 0 RUN OFF ARE SHOWN THUS. ..... ... .... ... . .41 .. .......... TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS :: :.:""""i `�� S _ &;; :< ,•. �jCO., �':: �' C TEMPORARY STOCKPILEGRADING & STABILIZATION MEASURES INCLUDE NG DISTURBED AREAS. SHALL BE DRY AND STABLE. S """" �N - / - o1BHEAti'a�l t +CPC_ r/ , \' F/S/Rq7 CT 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. /""" J� g :..,'i :' / 0 1 t RU VEGETATIVE COVER, MULCH, NO NVEGETATIVE COVER, AND 3. UPON COMPLETION OF 501E STOCKPILING, EACH / S' % °k / • ~• s _ �-� PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT a `�`` " C 0 STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH APPROPRIATE FOR THE TIME OF YEAR. SITE CONDITIONS, VEGETATION OR COVERED. / 70 �xi� ��/ TEST HOLE DATA AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS oy ly W � W 7p• '�L J �e� ' , '' ' d �o� TEST HOLE DUG BY McDONALD GEOSCIENCE ON NOVEMBER 8, 2017 AT 12:40 m .v •V v. .v 1 /� 4s STF\ N 4g / / xi �J %; � �I \ P STABILIZE ENTIRE PILE t„ / POS�CTSya \PS, R(i aFRS l / „ .0 : 'a X EL. 3.3' 0 WITH VEGETATION OR COVER .>, .V .I, .V .V v, .V moo ° h Ile- 0 x j �,�6q•�9 �� ' \ MIXED SAND AND LOAM Q /X� - 5 a ;fix , �' � Qp�M r •' PALE BROWN TO COURSE SAND SW vv 1 � -� (] / -Lx G F Go EL. 1.1 2.2 C7 (T 4 �0 < / s y L �L v `V �Y �Y �Y �Y �QO +a Ov V� �L� \` ,;7,' ..8'. IN Pv cw�� WATER PALE BROWN TO COURSE SAND SW OOP6j� �� x �/ ON .�44 f '• '° a•. ° '�„` 'X _ ►13 Si! ---- 1V 4V 4V IV W %V �V ,,t 0- �= /U•0 p' a e O ONsO ap�Y Q- �T Q s. Cri VL A U K GRATE OVER � eN w e. e 13' ID STRAW BALES OR SILT FENCE a e SOIL STOCKPILE 10 V < �� of Novo < x (NOT TO SCALE) < as SO'MIN. :t QO� o,EG'� OR TO BE SUFFICIENT TO e �e; e I KEEP SEDIMENT ON SITE CU o8i / WAY BALES AND/OR SILT FENCING a�� APPPsOV BY �, FRESHWATER ,�WETLANDS BOARD OF 1 RUSTEES ------ STORMWATER MANAGEMENT NOTES: e I --- & TOWN OF SOUTHOLD 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTIONSHALL BE CONFINED TO -- OF AND/ORLGROUND DISTURBANCE SHOWNEONM IT HE A PROV DGPLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, DATE ` U ZO 2bZ' A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF , � U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING I AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. KjkY BAM AND/OR SILTTHE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS - OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL ��- DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS PLAN VIEW -�.._--.- TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE SCREEN IS REMOVED. "STING 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, I ROAD A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT HAY FENCING AND/OR SILT FENCING SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES CONSTRUCTION T•,�ITRANCE RASE OF END SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS COMPACTED S/4 STONE D R.C.A.NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED OR N.Y.S.D.Q.T.APPROVED R.0 FILL TO 1R'MIN.ABOVE EXISTING AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE GRADE TO ALLOW FOR DRAINAGE PREPARED IN ACCORDANCE WITH THE MINIMUM TABUSHED OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES CROSS SECTION STANDARDS FOR TITLE SURVEYS AS D ADOPTED SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED - BY THE L.I.A.L.S. AND APPROVED AND ADOPTED UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. �;4fPMARY CONSTRUCTION ENTRANCE �•a T _T^ FOR SUCH US,E.BY"11'It"NEW PORK STATE LAND NOT TO SCALE !` i I TITLE Ass� ATI N t 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. ( ) r k i "� ". k 5. SILT SCREEN SHALL. 8E RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED II �' Jut 2 2020 ON THE PROPOSED RESIDENCE. TYPICAL STDRMWATER UNIT 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. B. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS (TOPS TO BE TRAFFIC BEARING) OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF STEEL OR WOOD (NOT TO SCALE) -~ I ' EXTRA STRENGTH FILTER FABRI POST (TYP.) FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. 3B' HIGH POLE (MAX.) CAST IRON INLET FRAME & COVER[ROCKHART#6351R TYPE R840) �� N 9. ALL AREAS OF S011_ DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE REO'D. WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST FINISHED GRADE OR Ts•THICK REINFORCED CONC. COVER hF^ ~~ PERENNIAL GRASS AND MULCHED WITH STRAW I w - I{ i' ,,Y{: �- -- SEEDED WITH AN APPROPRIATE 10• MAX. O.C. SPACING e•TRAF Tc BEARING SLAB 1'-0' �' .,,.' T FLOW (max.) `ii' r IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF W/WIRE SUPPORT FENCE . L ,0 FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, T3• MAX. O.C. SPACING MAINTAINED UNTIL A SUITABLE W/0 WIRE SUPPORT FENCE '; •� ' •" -+PIPE FROM ROOF GUTTERS ��} 4,vVyl• WHICHEVER IS FIRST. MULCH SHALL BE M ::r -+ - �.��-`' 'D�'�� N.Y.S. Lic. No. 50467 VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO ''. B._D. TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING :,;� .,• '';;.;:.';'. FIAR :;;,. PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION ;' ?-"�.' -° ��% AND GROWTH. , . •..'i; r;.:• •• •:•.'` i••� r} CRUSHED 3/4'- 1-1/2'STONE UNAUTHORIZED ALTERATION OR ADDITION Corwin Taft i ��;•t•:: "i;�;?,, ALL AROUND TO THiS SURVEY IS A VIOLATION OF n III 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA . z °' ff VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER a.,,;.,;�.,:�,•, ATTACH FILTER FABRIC SECURELY �� N CTION 7209 OF THE NEW PORK STATE THAN 1 SQUARE FOOT IN SIZE. TO UPSTREAM SIDE OF POST LEACHING RINGS EDUCATION LAW. `r4' X 6" TRENCH I REINFORCED PRECAST CONIC. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor C 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR j� W/ COMPACTED 3•_0• 4900 PSI O 28 DAYS 3-D• SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF BACKFILL {min.) 4• (min.) THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED ' SILT FENCE DETAILS TO 13E A VAUD TRUE COPY. OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO NOT m SCAU THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, TRENCH LIE CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. TAIL ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY IS PREPARED, AND ON HIS BFHALF TO THE CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. MAXIMIZE PeNDlNG EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout 214IES:SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) - EACH STORd EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED LENDING INSTITUTION LISTED HEREON, AND SEDIMENT STALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW GROUND WATER 0 THE ASSIGNEES OF THE LENDING INSTI-TRANSFER PHONE (631)727-2090 FOX ff631 727-1727 OFF-SITE TV.NSPORr. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. t THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jannesport, New York 11947 Jarnesport, New York 11947 36-131B �1 EXISTING TOWN AND DEC (� LOT COVERAGE OVER ADJACENT 0V AREA TO CEHL LINE (12,660 sq. ft.) SURVEY OF PROPERTY DESCRIPTION AREA % LOT COVERAGE SI T UA TE HOUSE 1.615 sq. ft. 12.8% SOUTHOLD 19 FRONT PORCH 62 sq. ft. 0.5% REAR PORCH 292 sq. it. 2.3X TOWN OF SOUTHOLD o0'' / OUTSIDE SHOWER 44 sq. ft. 0.3X SUFFOLK COUNTY, NEW YORK SHED ,D, .q. ft. Q.Bx S.C. TAX No. 1000-54-04-31 TOTAL 2,114 Sq. ft. 16.7% SCAL " JULE Y81 2016 O� / / / / JANUARY 2, 2018 REVISED y ,1.jh / / / PROPOSED TOWN AND DEC SEPTJULLY 20EMBER 5202018 0 ADDCATE PROPOSEDEHOUSE�ND z§ m LOT AREA TO CE L LINE (112,660 OVER ADJACENT t `�1� xZd ( q f ) TOTAL AREA = 31,063 sq. ft. X� / \ X DESCRIPTION AREA X LOT COVERAGE 0.713 ac. 25 lb yB \� Ea x `OlAn�y HOUSE 1.713 sq. 0. 13.5x ADJACENT AREA = 24,845 sq. ft. N / / �� TERRACE 730 sq. ft. 5.8% 56�9, / 2y,// // X� `\�� r'zs ON-GRADE LANDING 60 sq. ft. 0.5X CERTIFIED T0: / ` 8100 HORTONS LANE LLC ��•, y / / X OUTSIDE SHOWER 18 sq. ft. OAX FIDELITY NATIONAL TITLE INSURANCE / d yg / / \ �`�� ao OS �F x/ Xm i..`•�,� '�'A� '�fN TOTAL 2.521 Sq. ft. 19.9X JL4 / X'B'B ��`�-`-� °SSE fT2 ALLOWED BUILDING COVERAGE = 2,532 sq. ft. OR 20X NOTES: / o i. COASTAL EROSION HAZARD LINE SCALED FROM COASTAL EROSION xL4 y�� ` q /� ti1 HAZARD AREA MAP PHOTO No. 56-570-83 SHEET 9 OF 49 / X \ x 1 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 02° EXISTING ELEVATION S ARE SHOWN THUS: o x °6 Pott o 3 FlDRX- v . P a C.FL - GARAGE FLOOR x23 `•� x o,� 3. FLOOD ZONE INFORMATION TAKEN FROM: x&B � t ' l o0ro Z FLOOD INSURANCE RATE MAP No. 36103CO154 H /x 1 5.a1t`. J ° u.N L,o e3 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED oe,s ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED �� n 4. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND x ` Z2 REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. X k / /I ' c3`S \ P 4cx. 5. EXISTING HOUSE, SHED, DRIVEWAY AND ALL STRUCTURES TO BE REMOVED. rD of °p4c ,/ XAJI / susd✓ i / .' Leo Cyr / XzT sure IN SAND wAtx \ • ' Rvr E ' REMOVED ' / '`�' �.y `e1; r� ✓ f0 m'/ � T f,r. (^+'�. eFt„ ::...:�.: `• '}�•�\ ••'• pp „Gp a R' ,p s �p �,� 115 i.' • - g DRAINAGE SYSTEM CALCULATIONS: e P 1 .:::.:.:.:.. /..:: :::..... / .a �' ✓ i / of 4s, /zL/ '�' .:�' -moo o u.:. ::: ;:F< :C �\ ^ fx? HOUSE & TERRACE AREA: 2,443 s ft. ::?o;;.. ....., \ Ay: 4769 �Q 2,443 sq. ft. X 0.17 = 416 cu. ft. Z 416 cu. ft. 42.2 = 9.8' vertical ft. of 8' dia. leaching pool required 4 0 5.2 h4,} 4 2 , /:::::.::.:. :.:`.�;> � r/ y� �� / G? PROVIDE (5) 8' dia. X 2' high STORM DRAIN POOLS (10 vertical ft.) .:�.(�, ..h..O �j.:..•'/sc,,,.. .::. TEST �.:�a.: .':t.. lip PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: / r' .Pb f:::." ✓ ... .. oc \ TO BE USED WHERE TOPSOIL IS NECESSARY FOR :::: i. B <: / I / '4.'•I G P\ ` i ��' ' REGRADING t VEGETATING DISTURBED AREAS. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS . \ • _�� SHALL BE DRY AND STABLE. "::/...?:'�" b' �rf 3.8'� .th..:... � J \\.��...�.•...... .. .. r.. e..` C`O TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2, MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. .W'1 / O I..•: •, ET3'D_ .✓ •• F,yT S7�,0 J ` T VEGETATIVE COVER,MULCH, NONVEGETATIVE COVER,AND 3, UPON COMPLETION OF SOIL STOCKPIUNG, EACH \\\,° J•/ 'OA, > --CY <'t:°TR�E�OWi5 / �,.= .�. 'yyy RapCCTjO PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT \ Io E H STABILIZATION MEASURE(S)SELECTED SHOULD BE FENCING OR STRAW BALES,THEN STABILIZED WITH /,t\� y \� I� / bi>(_ • ` • 4- AP PROPRIATE FOR THE TIME OF YEAR,SITE CONDITIONS, VEGETATION OR COVERED. p,� _�•l G • AND REQUIRED PERIOD OF USE. 2 / q`,a"� y�x� '�?y, I z .ly� I 31"po�f- �r �, ., t10 .•. TEST HOLE DATA SLOPE OR LESS / ot. k,k'��Fq 1 LX ?O <( / : a• • C1J V' STABILIZE ENTIRE PILE W W W W T ,►1 k�r y, m 'AL'q A 1 46, / X�i 5, CTh � (TEST HOLE DUG BY Mc ONA D GEOSCiENCE ON NOVEMBER 8, 2017 AT 12:40pm) WITH VEGETATION OR COVER W � Nr W W W `2� ,yw,.., \�, (/ �,p� 1l // e • • ��•3'�X 0. W 4- w P�°� 7 `•ky4•o y� �\ -'k"�•'12 a x},S / 6,�:�9 +� \ MIXED SAND AND LOAM W W W W v' W W w ti \ �Xs.d \\ �' i O Q ^. 113fx ^ 2. y\O=P Lpvi� x GN �VH p o "U EL. 1.1• PALE 2 BROWN TO COURSE SAND SW �`Q � � (�� v'Y� •..d• .6 IP -( v 4r ry �8 �r \ ,� WATER IN .k w .L. v, W v- �Pv U? )�, 4' ,0 I / s'( YYY PALE BROWN TO COURSE,SAND SW y Q / kJk 3.4/ I.. a 5S4X \yV rS) S GRATE OVER `ate � e'., O (� HA`N'aFo c• J. STRAW BALES OR SILT FENCE Gt„� •. �O p• SOIL STOCKPILE v AVI x �D (NOT TO SCALE) ..a NE S OR To ec surTlpwT /OON R SITE tN 6 4L+6•o�D SILT p i N TLDS STORAlWATER MANAGEMENTEMENT NOTES: o e I WETLANDS i i. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION ` ------------ MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING ¢ g AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF U.S. SIEVE /20) SHALL BE STAKED AT THE LIMIT OF CLEARING AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. HAY w/o. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS PLAN VIEW TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE SCREEN IS REMOVED. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, , ROAD A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT SILT ALES°/oR SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS _PACIm Ra NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED oR x.r s.O. .APPeD R.cw rAL To Ie•Yx ABUE ExISTINO AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE oRAOE To ALUM TOR OR.nRaE PREPARED IN ACCORDANCE WITH THE MINIMUM OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES CROSS SECTION STANDARDS FOR TILE SURVEYS AS ESTABLISHED BY THE L.I.A,SE AND APPROVED AND ADOPTED SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED FOR sucH USE NTw PORN STATE LAND UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. TEMPO aY .ONcTR T.TION dNT eN DTLE ASSO `'�, 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. (NOT TO SCALE) „tf.OF kCby.�1 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED C'��t'�rTCO ON THE PROPOSED RESIDENCE. /`}` � f 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. TYPICAL STORMWATER UNIT 1 I`,""T `z , 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS (TOPS TO BE TRAFFIC BEARING) p? 'I &„ Z ti OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF _STEEL OR WOOD (NOT TO SCALE) FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. EXTRA STRENGTH FILTER FABRIC POST(TYR.) nwsr IRON IN FRAME :ao,Tn((ascTLIL•Rr/e3s1e TYPE eea) 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE REO'D.WITHOUT WIRE MEN SUPPORT 33'HIGH POLE(MAX.) OR T THICK RDNFRAM ED CONC.COVLR r,-. `• SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW STEEL OR WOOD MST FRn9ED GRADE IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO 2 DAYS OF to•MAX.D.C.T PENCE e•TRN7Tc ecwlNc sLV ( ) W/WIRE SUPPORT FENCE FLOW m J FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, e'MAX D.C.srAcala _•° %�(�� WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE W/o WIRE SUPPORT FENCE _,WE FROM Floor CUTTERS ' VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO ":=';t''' - _ N.Y.S. Lic. No. 50467 TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING �' e'-0• PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION I ""�'"`•`•'^•'� � AND GROWTH. _4 �;' To THIS SURVEY ALTERATION T ADDITION 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85X AREA :;;3r;'�7: _ CRUSHED3�A•-t-1/x•sroHE Nathan Taft Corwin "' :.:•,,,. ALL ARouN SE THIS SURVEY IS A VIOLATION OF VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO URGER ATTACH FILTER FABRIC SECURELY EDucxnorTi2uW OF THE NEW YLXtK STATE THAN 1 SQUARE FOOT IN SIZE. To UPSTREAM 90E o<rosr LEACHING FDRCM ems Land Surveyor 4'X 6'TRENCH RETKORCED PREGST LONG COPIES OF THIS SURVEY MAP NOT BEARING 11, ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR *000 PSI B 28 DAYS W/COMPACTED 3'-O' 3'-0• THE LAND SURVEYOR'S INKED SEAL SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF BACXFILL (m,n) �, min.) EMBOSSED SEAL SIW.1 NOT BE CONSIDERED n --- OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO sr PENCA'Dar<r_g TO BE A VALID TRUE COPY. THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, 1110 OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR rRdNCN LIE CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S.S. CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. NDII3:SILI PENCE SMALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) IS PREPARED,PANDS ON HIS BEONLY THE N FOR "HALFTTO THEHE SURVEY Joseph A. Ingegno L.S. EACH ST RMNXNG ETTICIENCY,INSPECT AND REPAIR SILT NECESSARY. AFTER TITLE COMPANY,GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON,AND ORN OFF-SITE TIAIISPORT. GROUND EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED WAS To THE ASSIGNEES OF THE LENDING INSTI- SEDIYEMT 9uLL BE DEPOSTIED TO AN AREA THAT WILL NOT ALLOW TUT1ON.CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (6S1)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS 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 Jemesport, New York 11947 EXISTING TOWN AND DEC D LOT COVERAGE OVER ADJACENT AREA TO CEHL LINE (12,660 sq. ft.) JUL 2 2 2020 URVEY OF PROPERTY O DESCRIPTION AREA X LOT COVERAGE SITUATE HOUSE 1,615 sq. ft. 12.8X �i�'�'a'*tT-`Tri�� "MOLD S0UTH0LD FRONT PORCH 62 sq. ft. 0.5X S TOWN OF SOUTHOLD Qry 6Sl°SO REAR PORCH 292 sq. ft. 2.3X �' �°`• / / °0 At �i OUTSIDE SHOWER 44 sq. ft. 0.3X S U F F 0 L K COUNTY, NEW YORK F AJ SHED 101 sq. ft. 0.8% S.C. TAX No. 1000-54-04-31 jz / c`t TOTAL 2,114 sq. ft. 16.7X SCALE 1 "=20' JULY 8, 2016 JANUARY 2, 2018 REVISED 0 // SEPTEMBER 15, 2018 LOCATE FLAGGED WETLAND y nj � // PROPOSED TOWN AND DEC JULY 20, 2020 ADD PROPOSED HOUSE e X-MyORq , /b LOT COVERAGE OVER ADJACENT AREA TO CEHL LINE (12,660 sq. ft.) TOTAL AREA = 31,063 sq. ft. / x / %,N, DESCRIPTION AREA X LOT COVERAGE 0.713 QC. __ _ /i ADJACENT AREA = 24,845 sq. ft. XZ9 \� `�w_�PA \OP X �GNO HOUSE 1,713 sq. ft. 13.5X 4/ �� / ��`\�\ 4N. TERRACE 730 sq. ft. 5.8X CERTIFIED TO: pa, o X ON-GRADE LANDING 60 sq. ft. 0.5X o� / �\� 8100 HORTONS LANE LLC <CA, h / / X G� �. � R Op QL��jO j OUTSIDE SHOWER 18 sq. ft. OAX FIDELITY NATIONAL TITLE INSURANCE nw OS,�, x/ x �� z A�,�'8f� TOTAL 2,521 sq. ft. 19.9X (o / I x•8a / �-�-� °Ssf T2 ALLOWED BUILDING COVERAGE = 2,532 sq. ft. OR 20X NOTES: ' 1. COASTAL EROSION HAZARD LINE SCALED FROM COASTAL EROSION / \ \ X22 ono /^ �.1 HAZARD AREA MAP PHOTO No. 56-570-83 SHEET 9 OF 49 / r ` x� k `'�'' � �y X 1 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM / X8•$//x s %c p ro tiC,�� <c/ J= EXISTING ELEVATIONS ARE SHOWN THUS:.s.O x x I I aF R4 &F �1 / J�V ` °� F.FL - FINISHED FLOOR / 4 x G.FL - GARAGE FLOOR '` o.� ' =mac`",,• 3. FLOOD ZONE INFORMATION TAKEN FROM: ell- ` X�s �. :. �o�a FLOOD INSURANCE RATE MAP No. 36103CO154 H ILIo I / X �-� \ ' z �,00 QQ ZONE AE: BASE FLOOD ELEVATIONS DETERMINED moo^. Qo22 ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); �� .;��/ BASE FLOOD ELEVATIONS DETERMINED o, 4 Oli,1, to.o •-� Ap ;•Q?• ..;;' :.;'`,` Q o 7i 1�.Z N / � � ,:•..:y.:; -�c ,x� ( • .:•� �°°Q�. Q Quo 4. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND X -,� ,r 4.s QQ��`" �`"��`" REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. X / x p&ZO ,/ C7 WF�,,�, a • 5. EXISTING HOUSE, SHED, DRIVEWAY AND ALL STRUCTURES TO BE REMOVED. SLATE IN SAND WALK C SN rJY�,�t^.�cc>r rli 0/ �/ / `�/Y fFoF R•n�� Q❑TpC6�F�S�T sqi�c <4�v O REMOVED i .'' ::,::`':'°.':U'`•::::::. `.::. ::`.�.:.:.:...:/..::'.::.::::s�:::':::;:::a:..... \�:~•°O �❑ /;•m/ : .... .Qlly DRAINAGE SYSTEM CALCULATIONS:, :•:..:..:/Z1/ : : : ..: �..................... .R . w '��j, �Sti S4 N+a�4s, r ':/ `� �r+rt�• '`.. C' HOUSE & TERRACE AREA: 2,443 sq. ft. �',o / o�� ;::: ;: ��,o :'•.: p. 2` :;': :: t:.':' ::;:::: ::.;:::::::::.'': ••:.• . 4 2,443 s ft. X 0.17 = 416 cu. ft. ' S q 416 cu. ft. / 42.2 9.8 vertical ft. of 8 dia. leaching pool required PROVIDE 5 �•'•::;�..:... � :.. ..�:. d' ./:•::;�%.::'�::::•y:::;:;•::•::�::� �.:::•::::•:::•:::•:.:�:.� ��` o '�- :x.... � � ( ) 8 dia. X 2 high STORM DRAIN POOLS (10 vertical ft.) TEST i A /.. /. : '�.;;:Q [G / ................. ......... .. .... .::: :;: .. > :•::�'•::•::. z / D ,....• :;::; -� : ::: :. .' 0) PROPOSED 8 DIA. X 2 DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS. X ly TO BE USED WHERE TOPSOIL IS NECESSARY FOR lE4ff.S. .:;:%;. ;::! n ♦�...':38:..::C:::/.::.:. .. I 1 .: . b.• ;:;;.. . :-` P�..:. .,•, i �':::::::.. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS :•• � � „g,..:..• ;;;;•.,, •• s• S•( L+ REGRADING do VEGETATING DISTURI3ED AREAS. SHALL BE DRY AND STABLE. ;:'.' : "� �� S4rP `-.-. • / -:`• ":�'ip\�- �' C M • OHS/ TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. S /••:•••/ rN - �" '•::. 0 - • `' NTjQ RUC VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND Is y D y - '- -- = •l C9YEERRIFAD Yl1 ` ►�" �::. •4/y T/ 3. UPON COMPLETION OF SOIL STOCKPILING, EACH 10, / yy PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT -- STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH j b �.r Goo X� d APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. / Ip, x\� 4/SL �OA � �y��( ! �e1�� • TEST HOLE DATA AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS 0/; �Wq I _ 7 I ' "� ° �j° w �a V14r 48, -'� / 1-, X ��g ;: ' ° °�j°� .1C (TEST HOLE DUG BY McDONALD GEOSCIENCE ON NOVEMBER 8, 2017 AT 12:40pm) STABILIZE ENTIRE PILE �/ Fp 4S` `ro a •� WITH VEGETATION OR COVER �V �k V �k �k W �� / OSipSyp \J• `4/ Fa t i� d ' • ' i �� x EL. 3.3 Ol MIXED SAND AND LOAM .k .k .k �k .k v .k �PQo "Wp� h \ � •�-�' -�tD P'( x•4.� ��yy`i�•'�9 '! . •Q�• '.'' (',�OR QP '" • �.. EL. 1.1' PALE BROWN TO COURSE SAND SW .k 1 V /XM �� 0 5 a x 2, � x 2.2' DF o i C-3 ��'� ,\�, � `�`• �' � WATER IN �, �, �, �, ��y �V�? • 1�, �Nq 40�0 � 1•• ., X PALE BROWN TO COURSE SAND SW .k 4e .k V .k .k �k GO �� 0) h ! s oo 4Q ��0 . r. d . �No � (jy P ►i'' o 13� GRATE OVER ••• ES STRAW BALES OR SILT FENCE �� » �O 0• SOIL STOCKPILE C' v , : Ox ��F`Ajt�° (NOT TO SCALE) .f :•a �E�OWN MY MIN.OR TO G7 I SUFFICIENT • KEEP SiDiON 10 •(t\�°16 HAY F�INGND/ORSILT AL YY FRESHWATER AL STORMWATER MANAGEMENT NOTES: ,, AL 1. ANY WORK OR DISTURBANCE:, AND STORAGE OF CONSTRUCTION a - ----ss------ _ MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING R AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. HAY BALES AND/OR THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS SILT FENCING OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS PLAN VIEW TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE SCREEN IS REMOVED. G 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, I ROAD A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT MY BALES c D/OR SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES CONSTRUCTIO'N/g4TRANCE BlSE OF SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS COMPACTED 0 4 STONE BLEND NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED FILL TO la"MIN.ABOVE DEOST c PREPARED IN ACCORDANCE WITH THE MINIMUM AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE GRADE TO ALLOW FOR DRAINAGE STANDARDS FOR TITLE SURVEYS AS ESTABLISHED OF A BALE IS 3-4 MONTHS,. SEDIMENTS TRAPPED BY THE BALES CROSS SECTION BY THE LI.A.L.S. AND APPROVED AND ADOPTED SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED FOR s usE BY THE NEW YORK STATE LANo UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. T1:1iPORARY CONSTRUCTION ENTRANCE TrrLE ASSASSOCIATION. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. (NOT TO SCALE) 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. ', ''` •-»"� ` �?'' 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED ` , 1,li=' ON THE PROPOSED RESIDENCE. TYPICAL STORMWATER UNIT 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS (TOPS TO BE TRAFFIC BEARING) OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF STEEL OR WOOD (NOT TO SCALE) ; 2 FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. EXTRA STRENGTH FILTER FABRI POST ) 36• HIGH POLE (MAX) CAST IRON INLET FRAME h COVER (FLOCKHART#63518 TYPE 8840) 9. ALL AREAS OF SOIL DISTURI3ANCE RESULTING FROM THIS PROJECT SHALL BE REQ'D. WITHOUT WIRE MESH SUPPORT OR 6•THICK REINFORCED CONC COVER STEEL OR WOOD POST FINISHED GRADE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW to• MAX. o.c. SPACING- 8•TRAFFIC BEARING SLAB 1,_G• ° "k'• IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF W/WIRE SUPPORT FENCE SOW (max.) t V Y FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, V MAX. O.C. SPACING W 0 WIRE SUPPORT FENCE '.: a PIPE FROM ROOF GUTTERS Y.S. Lic. No. 50467 WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL ASUITABLE / .:•� . r^'- VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO „ TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION • ' ;''' •``".``'' � '"`''' AND GROWTH. ,.'t; r.�'.;.,. • =?r TO THISOSURVEY IS AVIOLATIO ADDITION ION '.• CRUSHED 3/4•- 1-1/2'STONE Nathan Taft Corwin III 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85X AREA ;` "'•' ALL AROUND SECTION 7209 OF THE NEW YORK STATE VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER i►TTAT:H �IiTER �ABRIc SECURELY i N EDUCATION LAW. .:..,:..:;.,.'....'. . LEACHING RINGS Lane! Surveyor THAN 1 SQUARE FOOT IN SIZE. TO UPSTREAM SIDE OF POST w 4• X 6' TRENCH REINFORCED PRECAST CONC. COPIES OF THIS SURVEY MAP NOT BEARING 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR W/COMPACTED 3'-0• 4000 PSI 0 28 DAYS 3•-W THE LAND SURVEYOR'S INKED SEAL OR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF BACKFILL (min.) 4. (mtn.) EMBOSSED SEAL SHALL NOT BE CONSIDERED OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO SILT FENCE DETAILS TO BE A VAUD TRUE COPY. THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, NDT TO SC"E CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR TRENCH DETAIL CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. 1�4[ES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. q IS PREPARED, AND ON HIS BEHALF TO THE MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER E TITLE COMPANY. GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED LENDING INSTITUTION LISTED HEREON, AND SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW GROUND WATER TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 OFF-SITE TRANSPORT. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS 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 36-131B SURVEY OF PROPERTY SITUATE SOUTHOLD 64.5 , TOWN OF SOUTHOLD �� h�. ° °°'' SUFFOLK COUNTY, NEW YORK � S.C. TAX No — o4a� 1000—54—04 31 SCALE 1 "=20' JULY 8, 2016 0 JANUARY 2, 2018 REVISED SEPTEMBER 15, 2018 LOCATE FLAGGED WETLAND Aj JULY 20, 2020 ADD PROPOSED HOUSE FEBRUARY 15, 2021 FOUNDATION LOCATION \ Oil `N,1 \ 'S TOTAL AREA = 31,063 sq. ft. N, 0.713 ac. too eoFBR�SM MN ADJACENT AREA = 24,845 sq. ft. S6� ?"sF CERTIFIED TO: g A N, 8100 HORTONS LANE LLC ' o� / ` R "S ore `9lrjO, FIDELITY NATIONAL TITLE INSURANCE �� HCF ps�A / NOTES: 1. COASTAL EROSION HAZARD LINE SCALED FROM COASTAL EROSION r OAP 1 HAZARD AREA MAP PHOTO No. 56-570-83 SHEET 9 OF 49 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM `r 3. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO154 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED Q4. / / ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED c°Nc 4P,4 V j'.0A 0" 14(,41 / � q a a_ "°�,°N J ,/ a` �,\ F C4 � MAR 1 0 2022 3 ce- p fOcf°F ��= BUILDING DEPT. ,' c,�o ti �4y S8 ``\ Two w "TOWN G >0UTHOI.,D 416 .o � ' S a p�„ / // �i/ 22�� ryry �o eJ\�VpP�. �l TEST HOLE :. aa' W5LAND SEtepCK 4'?fC �67• C/4Ji /.�' `\ F�� ' a � ` �i 0. 110. �✓ ` TEST HOLE DATA 009 � `�\ " d• (TEST HOLE DUG BY McDONALD GEOSCIENCE ON NOVEMBER 8, 2017 AT 12:40pm) \�°. fi i' ° • e'. N +�N EL. 3.3' 0 MIXED SAND AND LOAM R ' ..a` o EL. 1.1' PALE BROWN TO COURSE SAND SW 2.2' WATER IN oP�,�Q• 1�, ,yoNo •• • ,. � :• •• ' ' � � NE) PALE BROWN TO COURSE SAND SW e ON O�NOV (xP 13' a A ' a•, ��o•�t�2o 6 coN Osl 0 o AL .� FRESHWATER A� WETLANDS AL AL PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. ff N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan T a t C o r i n l l l TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS 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 36-131'. SURVEY OF PROPERTY SITUATE SOUTHOLD 64.S°°° TOWN OF SOU THOLD SUFFOLK COUNTY NEW YORK K S.C. TAX No. 1000-54-04-31 SCALE 1 "=20' J U LY 8, 2016 JANUARY 2, 2018 REVISED 0 .� '� SEPTEMBER 15 ADD PROPOSED 201E LAGGED WETLAND hh Y , HOUSE Be,�y FEBRUARY 15, 2021 FOUNDATION LOCATION APRIL 22, 2024 FINAL SURVEY MAY 17, 2024 ADD DRYWELLS JUNE 11, 2024 UPDATE DRIVEWAY LOCATION & ADD 50% EXPANSION r TOTAL AREA = 31,063 sq. ft. Zz N _`\ o 0.713 cc. Sh+, �� r ADJACENT AREA = 24,845 sq. ft. 9 St°,, / �. �,� ,I� CERTIFIED TO: / ✓o o 8100 HORTONS LANE LLC FIDELITY NATIONAL TITLE INSURANCE NOTES: 1. COASTAL EROSION HAZARD LINE SCALED FROM COASTAL EROSION / CIO- HAZARD AREA MAP PHOTO No. 56-570-83 SHEET 9 OF 49 / r 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 3. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO154 H j P ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ♦ ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); ♦ BASE FLOOD ELEVATIONS DETERMINED ♦ ♦ 'mac I p'10 / ,yh �' • . . _ • •. lzi .- AF . d • • '< 7.:,RFr. •'� O l.�: �q 4'i `�/ Ebb / hg> GO :: fit :.� ss• ;., • • .. �% � /h .S,B•::.:fdhc •o�._•.....hNy 73 e�7� '• � t� a S. '� ♦ /� a Jam' / - : Y. :. " 41 �q SEPTIC SYSTEM TIE MEASUREMENTS �' ♦o \ w �Y :.: .::r e FOP:::+�,: ok x M •9 . :.: . ,• �' It '... • ,. -A F/? HOUSE HOUSE ... .•4 .. ::::: Q ,� A::::::: CORNER QA CORNEREfl ::'ii- w . .. ''' �)'' _ HYDRO ACTION e,,. ♦ ::.>> by ti~ ?•• D d�*t T- 22 25.5 s.•- `: : OUTLET COVER ♦ e � ►`..??d: ::. 9�,o`` i < PUMP 78 17 r��(01 p� ..... ♦ wd• .•aq/_y.....'.... �. -44 GEOMAT 3900 a » . ' L=�2 y' ' '•' -� L1 33.5' 12' ♦ =2 \ \ e �p ' • GEOMAT 3900 80' 44 �• ' L2 \ clv ♦ 'ellWATEI? $ VO � . . q . . . "//-- 0. Isla o,� • Y o4'`uo OR ONS too,,,�No SIlf C,:C j'_i°:? CIF rt.F.7( t .ry i .'c5Efi�1lt'�� r✓� F``_ • ��gl° I. .r'f,C}1r:;1 W (:GI+ISTPUCT'C: • ,:e ��`' f ""lt C EAt:-1ILY PE5}i'_^ CF ct .' d96X,StDate ' ti.5. l;::t. t �,. ► 0 _l$ _O p5�._ oaj Os the se-.,vag'*dispo:,!c rd%w-,ter SI+f;7!y fzjCjl:!ir'z?itij.,ry ra+•. �, .. �,�r. �} AL I �� ECt.':I c�nd/J( Fif�EJ� }I (.' r ';!`l r.�l(`;n.i�•.r;,, • I ANDs� AL k fnj It be Sati,t-3Ctery FOP"P.";AY.!%"Ury1 OF! AL t i CRAIG NNEPFER, P.E., Ct'.)f F OFFICE C►I- WArTC M/a(1!7i;FC:^�1yv PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LJ ALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. 4 H I I I i AUG 2 0 2024 x�Q4 NFy, `.pie �',P:ey QC 7!'`�C•�O'Q r� TOTYN ,)FSOLTMOI` —_ ''►�� _ •. ',( j Z O c 0. LA tv I. • ^^'' N.Y.S. Lic. No. 50467 - . ,,c•rs° UNAUTHORIZED ALTERATION OR ADDITION h � Taft Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isoksen, Jr. LS. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno LS. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS ACES LOCATED AT U41LINC ADDRESS AND/OR EASEMENTS OF RECORD, IF 15B6 Main Road P.O. Box 16 ANY. NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 iFFo TOWN OF SOUTHOLD BUILDING DEPARTMENT N TOWN CLERK'S OFFICE "o • � � 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) r Permit#: 46901 Date: 9/30/2021 Permission is hereby granted to: 8100 Hortons Lane LLC c/o Michael McDonnell 5 Lagoon Dr Paget, To: BIG PLANS - ON BACK CABINET - Demolition of an existing dwelling and construction of a new single family dwelling as applied for, per SCHD, NYS DEC, ZBA#7433 and Trustees #9346 approvals, and with flood permit. Fire Sprinklers as applied for one hour fire seperation between ground and second floor FM Visser At premises located at: 8100 Horton Ln, Southold SCTM #473889 Sec/Block/Lot# 54.-4-31 Pursuant to application dated 8/17/2021 and approved by the Building Inspector. To expire on 4/112023. Fees: DEMOLITION $680.20 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,388.00 CO-NEW DWELLING $50.00 Flood Permit $100.00 ELECTRIC $85.00 ELECTRIC $310.00 Building Inspector SOUTy�� - # # TOWN -OF SODUTHOLD BUILDING DEPT. o m� 631-765-1802 INSPECTION [. ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING et441NAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION'. [ ] FIRE RESISTANT CONSTRUCTION [ ; ]--FIRE RESISTANT.PENETRATION [ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o 14xi S /-ti �i'yelg ov{s zo-bpsz z DATE �� INSPECTOR 1Z-�2� c" gyo �p`�ca TOWN OF SOUTHOLD—FIRE MARSHAL Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 in rk ., z Telephone 631 765-1802 Fax 631 765-9502 hLtps://www.southoldtowmy.gov FIRE PROTECTION SYSTEM PERMIT Date Received APPLICATION For Office Use Only PERMIT NO. Building Inspector: Applications and'Mir' iiiust be'filled out in their entirety,aricomplefe' ;. .,•.'" "., •: ri"application's"will not"tie;"accepted,,,WORK'TS NOT TO:BE''STARTED~prior. `fo:Elie';;appFroval,o6 l"ans`,and�ssuance of a permit:; Has a building permit been obtained for this project?des ❑No If yes, building permit# �j Date: �- �`PROJEC .IN ORIVIATIONi% ° `'?� Project Address: O /�,�.� SCTM# 1000- City: 'S-o c\.____,__...._ - y` R �TIbN�"N:INFO 1VIA �CnNTACT'PERSO , Name: Mailing Address: Phone#: rn Email:Afr Preferred contact method(select one): )Bone ❑Email .-•4-.a,.•.{1...?."fV."p..,t��,.:. a,i.' :t - .,T,- .F»�< •4' '•Y - ak'. Y"< •''I'OR�,IN'FORIVI�TION: -.;�:�`,t'"< Name: Contractor License#: Mailing Address: Phone#: 9 Email: r . ..:. ,,....._...w�3..1.-,�a.3.__3.v.x�.jw".-„�.�,._....,...,"..,.,_ .,._.,.,...-.._... ,.,..._..�....�.�h,...c._s.�.rc�.�,r. . ,...c.� ._,.,___.A..,....w.M.:.._.,_.., tt:• OPI;-'OF'W s Occupancy Description: ❑Assembly ❑ Business ❑Education ❑ Factory/Industrial ❑Institutional ❑Mercantile esidential ❑ Storage Description of Work: \a#ew System ❑ Existing System Modification Sprinkler,/"Stan dpip"e%:Water Supply " Fire;AldrmJ,,CO`Detection Systems Other,:Fire:Protection Systems; a 1'tliat a `1' 't, " Cliec'k`'all.tliat:a `1' Check all'°.thata '1 . 1 Pp y)" ?.'': :a,..,•..( pP Y),w. (. ' pp„ (Check' yY �5PNFPA 13,13D or 13R System ❑Manual ❑Automatic ❑ Smoke Control ❑Standpipe ❑ Fire Pump ❑Protected Premises(local) ❑ Wet or Dry Chemical/Clean ❑Supervising station Agent Number of sprinkler heads: ❑Central Station ❑ Kitchen hood/exhaust ❑ Other FloorArea(sq. ft.): _~....._ ....__._..___................ .... . ... "_~,.._......,...._.. 1 I,the`undersigned,understand,'that Ithe issuance'of a.permit'fo'r the type•which is herein.applied4or"is based on _the agreement,to confornfto.all•regulations,andwregdirements:.I fd'rther understan&that non4omplianee;of said requirements,by myself or:any, officer.`or. employee of the hrin or individual"listeil;as therapplicant on"this,forrn;shall because for revocation of said`permit.Upon revocation of'said permit tt-e;" .. ;~applicant or any;employeerof the applicant shall b"e;prohiliitedao"conduct such,work:for which"this"permit was issued.Thereissdance of a,permit shall.be liase8`.'upon review,ofahe:Circumsfances leading to the revocation;Anyifalsestatement(s)'m`ade;;hereinsare:puiiishable as;a ClassA misdemeanor.'pdrsaanY;;' to Section;210.45 of,the"Penal'Law; t, Application Submitted By(print name) ithorized Agent Company(if applicable): Applicant Signature: Date: FIRE PROTECTION SYSTEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). o FIRE ALARM/CARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES ® FIRE SPRINKLER SYSTEM SUBMITTAL GUIDELINES ® FIXED FIRE SUPPRESSION,FOOD.&EXHAUST SYSTEMS SUBMITTAL GUIDELINES FEES A$250 permit fee is required for a non-residential permit.A$50 Certificate of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing,inspection and approval.Arrangements for testing/inspection shall be made by contacting the Town of Southold Building Department(631)765-1802. �6~F OF CE.USE�O - OR� E'I t a•d. Ck''N heco`':' `F :.AmotinIVE.'' P. I No~ •Date::`: :.; Ex" Date.., Permit P 2 L -A, r 4060 Sunrise Highway Oakdale NY 11769-0901 (631)563-0201 Fax(631)563-9794 4/20/2023 Re: Results of Fire Flow Test Location: as noted As requested, below please find the results of fire flow test. This test was performed during period of low water demand. Such a test, usually,does not reflect the fire flow available under the conditions found in a high-water demand period. We have reviewed the past peak demand information that is available for this area. Historically,the static pressure in this area has been as low as 74 psi. You should adjust the flow test to reflect the lower static pressure prior to using it for any design work, such as a sprinkler system. You may need to adjust the flow as well. Always remember to account for any difference in the ground elevation between the test location and your design site location as well. Any flow test, including one with a peak demand adjustment, only reflects the conditions at the time of the test and may not accurately reflect what fire flow or static pressure will be available in the future. It could be a higher or lower value.The fire flow or the static pressure available at any specific time will depend on system demand and the availability of water supply infrastructure. If you have any questions, please contact the undersigned at(631)563-0246. It is the closest test. Very truly yours, Daniel Penza, P.E. Distribution Engineering Manager 'FIRE DISTRICT, 'y"I ,SOUTHOLD _ ____ _ __ _ rOAtS&HYD — fVIAP#.: .,r RRESS:H.YD:LOOCATIONW' _ °„w �v,�';;�•,.. 820025017 N SEA DRIVE 1ST HYD W/O SOUNDVIEW AVE _ 20-R _- STATIC PSI _ 84 4/20/2023 RESID PSI } ;"%'nl ;TI�iIIE':OF'Di4Y> - _ 62 _ _ 11:50 AM r, COEF" ;FLOW'IiYD%LOCATION;' 820025015 N SEA DRIVE 2ND HYD W/O SOUNDVIEW AVE 0.75! #,NOZ`r ' IVOZZLE`SIZE ;,. PITO.T.#1:� PITOT.#2 `_ i GPM '>x ",FLOW.@20'PSI F:.,....�..,.?•.......,. d_.,.a:......u.............-...w;:......:t,..._...�.,...s w.....w._.......+� ...............»,:..,....,..,...i;,;.:�.:Y.......,.:w.,w,...,......_..,..,.,.,,':�..�_.,... ,. ,....a._.,�.__ .-..... _...,. 1 4.5 _ 22 _ ____ 2125 3783 GPM FL01N,1, ; T` G�llli" PE KADJUSTED".STATIC`PSI'.;"•''.. p►®JLOW C,.+_..-..b..�l.,.+.i_.....,....,.—w.•..,....,.........._.c...r_.,....f:...�N..n.lr.t''::....w.......� ., ....,.�^��.A 4....:.t..a.:...........,...;.:......e............ ... ........._.,._.,-...:..,....::x:vi1.�,..A,...,.:.e.�»tG. :a:. ,._:t:..:..• ..«•.s.s-:.. 0 1 '74 MM ENT i ,t ..... a_,......e._.".y.......:t_...,._w_"..v.-"._o_A... ._,....♦.e,..z.„...:.i+?N :,J;t.. 4'�tS...L'::.:i�•,�A.'''w.:,J.•': ,,,' �.F•�' ' 8100 HORTON DRIVE 4/20/2023 Re: Results of Fire Flow Test Location: as noted As requested, below please find the results of fire flow test. This test was performed during period of low water demand. Such a test, usually,does not reflect the fire flow available under the conditions found in a high-water demand period. We have reviewed the past peak demand information that is available for this area. Historically,the static pressure in this area has been as low as 74 psi. You should adjust the flow test to reflect the lower static pressure prior to using it for any design work, such as a sprinkler system. You may need to adjust the flow as well. Always remember to account for any difference in the ground elevation between the test location and your design site location as well. Any flow test, including one with a peak demand adjustment, only reflects the conditions at the time of the test and may not accurately reflect what fire flow or static pressure will be available in the future. It could be a higher or lower value.The fire flow or the static pressure available at any specific time will depend on system demand and the availability of water supply infrastructure. If you have any questions, please contact the undersigned at(631)563-0246. It is the closest test. Very truly yours, Daniel Penza, P.E. Distribution Engineering Manager v Sentry Automatic Fire Protection Inc. 735 Flanders Road Riverhead, NY, 11901 Phone (631) 723-3095 SENTRY a � S ic�'Q�PRO Fire Sprinkler Calculcations For 8100 Horton Lane Southold, NY 11971 OF NEhl cr s V� 4 CALCULATION SUMMARY Project Name:8100 Horton Lane Project Location: 8100 Horton Lane Contract No.:S23.4651 City: Southold, NY 11971 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft2) (gpm) (psi) (gpm/ft2) (psi) (gpm) ## (gpm) (psi) 1 Demand(HW) LIGHT HAZARD 450 30 Required 0.066 7 14.8 2 0 23.4 50.6 ' File:S23.4651-8100 Horton.dwg Date 4/21/2023 Copyright 02002-2012 Tyco Fire Protection Products Pagel HYDRAULIC CALCULATIONS for Job Information Project Name:8100 Horton Lane Contract No.:S23.4651 City: Southold, NY 11971 Project Location: 8100 Horton Lane Date:4/13/2023 Contractor Information Name of Contractor: SENTRY AUTOMATIC FIRE PROTECTION,INC. Address: 735 FLANDERS RD City: RIVERHEAD, NY 11901 Phone Number: 631-723-3095 E-mail:SALES@SENTRYNY.COM Name of Designer: MRL Authority Having Jurisdiction: Design Remote Area Name 1 Remote Area Location UPPER LEVEL-MASTER BATH/EXCERCISE Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.066 Area of Application(ft2) 450 Coverage per Sprinkler(ft2) 225 Number of Calculated Sprinklers 2 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl.Hose Streams)(gpm) 30 Required Pressure at Source(psi) 50.6 Type of System Wet Volume-Entire System (gal) 11.5 gal Water Supply Information Date 04/21/2023 Location - Source W1 Notes File:S23.4651-8100 Horton.dwg Date 4/21/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:8100 Horton Lane Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Optimized ivdraulic Simplified) File:S23.4651-8100 Horton.dwg Date 4/21/2023 Copyright 0 2002-2012 Tyco Fire Protection Products Page 3 Job:8100 Horton Lane Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 74 2125 62 Supply Analysis Node at Source Static Pressure Residual Pressure Flow Available Total Demand Required Pressure (psi) (psi) (gpm) Pressure (gpm) (psi) (psi) W1 74 62 2125 74 30 50.6 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 30 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow(gpm) 30 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 50.6 W1 -Flow(gpm) 30 Demand w/o System Pump(s) N/A File:S23.4651-8100 Horton.dwg Date 4/21/2023 Copyright 0 2002-2012 Tyco Fire Protection Products Page 4 Job 8100 Horton Lane Hydraulic Analysis for : 1 El,,Supply v System Demand 0 Available At Sure 10 T-11- 74 psiiiiii @ 30 gpm S2 6.0 08 U) CL 5G- rn GO) L 40 ............................... .........IL ........... ................ ........... 2 ....... Di to- .......... 0 600700800900 10001100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 Flow,gpm File:S23.4651-8100 Horton.dwg Date 4/21/2023 Copyright C 2002-2012 Tyco Fire Protection Products Page 5 Job:8100 Horton Lane Hydraulic Analysis for : 1 , Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 74 S2 Supply point#2-Residual 2125 62 D1 Elevation Pressure 0 10 D2 ISystem Demand 30 50.6 Curve Intersections &Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 74 38.3 23.4 30 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/ps11/2) (gpm/ftz) (gpm) (psi) (gpm/ft2) (gpm) (psi) S1 Overhead 225 5.6 0.05 11.3 7 0.067 15.2 7.3 Sprinkler S2 Overhead 225 5.6 0.05 11.3 7 0.066 14.8 7 Sprinkler File:S23.4651-8100 Horton.dwg Date 4/21/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:8100 Horton Lane Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi'/z gpm ftz psi psi ft gpm gpm/ftz psi gpm S2 Overhead Sprinkler 5.6 14.8 225 7 7 25 HEAD Open 3.6 0.066 -10 11.3 S1 Overhead Sprinkler 5.6 15.2 225 7.3 7 25 HEAD Open 3.9 0.067 -10 11.3 01 Node 16.1 38.83 NODE -16 02 Node 17 38.83 NODE -16 03 Node 19.7 38.83 NODE -16 50 Node 39.6 15 NODE -5.6 54-0 Node 46.2 2 NODE 0 54-I Node 50.6 t2 NODE 0 W1 Supply -30 50.6 2 SUPPLY 0 File:S23.4651-8100 Horton.dwg Date 4/21/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job name:8100 Horton Lane Sheet number: PIPE INFORMATION ' Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor. total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev(Pe) NOTES T frict(Pf) (ft) (gpm/psis/z) Wpm) (in) (ft) (ft) (psi) (psi) S2 25 5.6 14.8 .5lx(us.Tee-Br)=3 13.83 120 7 02 38.83 14.8 0.622 3 0.9483 -6 16.83 16 02 38.83 15.2 1 lx(us.Tee-Br)=5 4.81 120 17 03 38.83 30 1.049 5 0.2747 0 9.81 2.7 03 38.83 0 1.25 4x(us.90)=12 108.93 120 19.7 50 15 30 1.38 2x(us.Tee-Br)=12 24 0.0722 10.3 132.93 9.6 50 15 0 1.5 3x(us.90)=12 15.77 120 39.6 54-0 2 30 1.61 12 0.0341 5.6 27.77 0.9 54-0 2 0 1.5 1.4 46.2 Ames2000B 54-I 2 30 0 0 3.1522 0 *** 1.4 4.4 54-I 2 0 1.5 2 120 50.6 W 1 2 30 1.61 0 0.0341 0 2 0.1 Ti- 25 5.6 15.2 .5lx(us.90)=1 13.83 120 7.3 01 38.83 15.2 0.622 1 0.9916 -6 14.83 14.7 O1 38.83 0 1 11.67 120 16.1 02 38.83 15.2 1.049 0 0.0778 0 11.67 0.9 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 8 Job:8100 Horton Lane Device Graphs Pressure vs.Flow Function Design Area:1; Supply Ref.:WI; Supply Name:W1 81 go- 75. 1 ! r � i 1 r i f- a 3f -_--+ - — - — - -- --- 25- 20- — i i i I Flow,gpm n r Pressure Loss Function Design Area:1; BFP Ref.:106(Ames2000B,Size=1.5);Inlet Node:54•I;Outlet Node:54.0 i I : •y I ! I a ! ! of j i 4.4 psi c@ 30 gpm i I i i i O1 i I i i : i ! i Flow,gpm File:S23.4651-8100 Horton.dwg Date 4/21/2023 Copyright 0 2002-2012 Tyco Fire Protection Products Page 9 FIRE SPRINKLER GENERAL NOTES: SUPPORT CUP ----BULB °SYSTEM WITH THREADS 1. INSTALLATION OF NEW FIRE SPRINKLER SYSTEM SHALL COMPLY WITH GUIDE CEILING LATEST EDITION OF NFPA 13D,LOCAL FIRE MARSHALL'S OFFICE,NEW PINS (2) YORK STATE FIRE CODE,AND ALL APPLICABLE LOCAL ORDINANCES. T T 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE DEFLECTOR IN DEFLECTOR DROPPED POSITION OMITTED IN ACCORDANCE WITH NFPA 13D 2016 SECTION 8.3.5. � �I L=� RETAINER WITH 3. SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE °°gEE CHECK THREAD DIMPLES OMISSION IS PERMITTED BY NFPA 13D SECTIONS 3.8.2 THROUGH 8.3.8, (LEA A°FPFF) CD UNLESS REQUIRED BYLOCAL AUTHORITY HAVING JURISDICTION(AHJ). 4. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR LIGHTING FIXTURES,BEAMS,DUCTS,ETC. SIDEWALL HEADS SHALL BE COVER PLATE POSITIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 04"AND AT MOST 0'6"AWAY FROM CEILING. CONCEALED SPRINKLER ASSEMBLY 5. UNLESS OTHERWISE NOTED,ALL PIPING SHALL BE STANDARD WEIGHT ( ROOM STEEL, COPPER OR CPVC. I - -WATER SERNCE BY DTNERS,TO CaMRLY WITH 6. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL PIPING, n+E LocaL WATER DISTRICT RE°UIREMENTS INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED CLEARANCES AT NO ADDITIONAL COST. --- I 7. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MOUNTING HARDWARE TO SYSTEM AND ACCESSORIES INCLUDING BUT NOT LIMITED TO HANGERS, SUPPORTS,ANCHORS,BRACES,ETC.AS REQUIRED TO SECURELY NOTE: r J ANTI-FREEZE I INSTALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. THIS SYSTEM WILL BE AN 8. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL STORAGE ANTIFREEZE SYSTEM SYSTEM WATER AUTHORITY REQUIREMENTS FOR INSTALLATION,MINIMUM E%PANSION Cx,Mx+R TYEN RI;ER M<Nlro`o W/ p COVERAGE,MATERIAL,NOMINAL SIZE,ETC. ft)DRAIN AND TEsi The spnnlder system in this buldlng is made u Ai/ (s)MIN svnicx (7)PRESSURE GAUGE of one or more systems containing an anti-heeze (4)SIGNSERRALL ON a00YVA solution for protection aga,mit freemng o. SWaUP w,T MPER 9. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY Type ofAnh-Freeze (LFP-TYCo —-�GARAGE TEST LACKS APPROVALS AND PERMITS FROM LOCAL WATER AUTHORITY AND FIRE � 000 o Manufacturer [nCo- -1 MARSHALL. Tradename or Brand f LFP - - WILKINS 375KL Solubon Concentration [Too W/BALL ASSEMBLY W/BALL %-PiEMIXED1% 10. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE REQUIRED TO REDUCED SUPPORT CONCEAL FIRE SPRINKLER PIPING. CAR PORT EE)VALVES System Volume 7.4--- igallons (LEAD FR - kR�PAF S (-10/-23.3 S PEEN Protected to - degrees(FfC) 11. FIRE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM. � MROOM ocation DOLE SYSTEM CONTRACTOR SHALL PROVIDE,INSTALL,AND INTEGRATE ALL REQUIRED _. lit TAMPER AND WATER FLOW SWITCHES. QWAER SERNCEi0 LOC"`WATER12. FIBERGLASS INSULATION SHALL BE INSTALLED ABOVE ALL PIPING RICT"y"'EMENIS ANTI-FREEZE SYSTEM PLACARD INS TALLEDINATTIC SPA CEWITHPROPERVENTILATION. TYPICAL RISER SECTION SCALE.NTS 13. FIRE SPRINKLER SYSTEM SHALL BE CHARGED WITH ANTIFREEZE SOLUTIONS IN ACCORDANCE WITH NFPA 13D SECTION 9.2.ANTIFREEZE SYSTEM SHALL BE LISTED FOR USE IN NEW SPRINKLER SYSTEM AND II SHALL BE GLYCOL-BASED. - -- - FIRE SPRINKLER HEAD LEGEND SYMBOL QUANTITY POSITION FINISH TEMP K JNPT SIN MFG. MODEL 0 33 PEND WHITE 165 4.9 1 /2 RA0616 RASCO RFC49 II I Ir illljj = PIPE DROP Upper Level = BRANCH PIPING BREEZEWAY IL----------- I I I I O = PIPE RISER = MAIN PIPING RPZ UP 17R -- � 1 2" RPZ STORAGE STORAGE ARDEN ST o a 002 004 005 112 ; A es2000B (-_TT ---- 5 i 1 2" RISER MANIFOLD Q0 N 'BEACH STORAGE I 112 Dos 2 1 2" RISER UP L---� UP 11R I IL TO MECH. / 0 VAEW YO co 0 co Lj GROUND LEVEL FIRE SPRINKLER PLAN O � SCALE: 1/4 — 1 -0 OFE"S s F.M. STAMPING AREA 8100 Horton Lane - SENTRY LU SE p 8100 Horton Lane AUTOMATIC FIRE Southold, NY, 11971 PROTECTION INC. ` r � 735 FLANDERS RD FIRE SPRINKLER PLAN cF�EPRo�� FLANDERS, NY 11901 PH#(631)723-3095 NO. REVISIONS DATE BY FILE SCALE S23.4651-8100 Horton AS NOTED DRAWN CHEKED PROJECT # BY MRL BY RM S23.4651 DATE APRIL 2023 DWG. # SP - 1 DI so- `�' 114 114 114 11 114 1 GUEST ROOM 102 5-7 4-6 8-2 10 -6 1 N TERRACE LIVING ROOM `j' 114 114 11 4 11 4 N I o o I HIS/HER CLOSET 6' T.O. FIN. DECK 104 of 8_� 12-8' N 8-0 -6 •- " 204 + 17 -51/4 ASL 216 1 1 BR POWDE 0 1 4-0 "J5 MASTER'BATH 203 o o I N cal � cv 1 MASTER BEDROOM `' � ' 0202 o --�� I MECH. 00 00 1 at lr I CLOSET 1 I HALLWAY 1 1 (_01 209 1 0 — MASTER TERRACE I 1 2 00 �3-3 -101 2 STAIR 1 0 1 L J 2-6 GUEST BATH __ POWDER R - 103 ° 101 ------ -- 11 I A 11 1 o O 1 I 225 EXER2 S0E RM. I� ----- — �----� z J LL I I � ------ N — __ o DINING ROOM LINE N 105 1 1 1 OFFICE20 � 1 I CON MECH. --� 7.0 0 � I I I 2-O 6 O 2 1-6 2 GENKAN ENTRY I I LAUNDRY co 100 1 1 I I 1 208 } E T. STAIR 9-7 L--J 7-9 1 — --� � �� 2-6 � o � KITCHEN JACK'S TERRACE JACK'S20EDROOM I CD� I so. I cal 4-0 8-0 "2- — � I o I o� ITTF�n UTILITY CLOSET MECHANICAL 1 DOWN EXT. STAIR CD CD 0 109 2-0 114 .1 114 N 114 JACK'S BATH . PANTRY N 0 107 _ _ 4_ _15 1 '� �a" . 0 207 ROOF BELOW I EXT. STkIR RISER DOWN Z ZRISER UP, DOWN 0 zokw GENERATORS MAIN LEVEL FIRE SPRINKLER PLAN FIRE SPRINKLER GENERAL NOTES: O - � UPPER LEVEL FIRE SPRINKLER PLAN � SCALE. 1/4 - 1 -0 1. INSTALLATION OF NEW FIRE SPRINKLER SYSTEM SHALL COMPLY WITH s SCALE: 1/4 - 1 -0 LATEST EDITION OF NFPA 13D,LOCAL FIRE MARSHALL'S OFFICE,NEW 5 YORK STATE FIRE CODE,AND ALL APPLICABLE LOCAL ORDINANCES. 2. ATTIC IS NOT TO BE USED FOR STORAGEAND SPRINKLERS ARE OMITTED IN ACCORDANCE WITH NFPA 13D 2016 SECTION 8.3.5. TO SYSTEM TEM 3. SPRINKLERS SHALL BE INSTALLED IN ALL.AREAS EXCEPT WHERE nTE. OMISSION 1S PERMITTED BY NFPA 13D SECTIONS 3.82 THROUGH 8.3.8, w;�L dE AEN UNLESS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION(AHJ). ANTFIEEZE SYSTEM SUPPORT CUP BULB ExnaesloN 4. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR WITH THREADS CAMBER "°°RISER M,NIFD�W (1)DRAIN AND 7E 1 (1)FLOW SWITCH LIGHTING FIXTURES,BEAMS,DUCTS,ETC. SIDEWALL HEADS SHALL BE GUIDE cEluNc ;PRESS GAUGE POSITIONED SUCH THAT THE DEFLECTO141S AT MINIMUM 0'4"AND AT PINS (z) DOUBLE CHECK SWBD ERRA °"" TAMPER VALVE (LEAD FREE) MOST 0'6"AWAYFROM CEILING. 7.11ZZ a TEST COCKS DEFLECTOR IN 5. UNLESS OTHERWISE NOTED,ALL PIPING SHALL BE STANDARD WEIGHT DEFLECTOR _ L= DROPPED POSITIOI! STEEL, COPPER OR CPVC. I I rF WILKINS PRESSURE �� RETAINER WITH REDUCED PRESSURE SIPPOAT -ASSEMBLY W,BALLTHREAD DIMPLES VALVES ' 6. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL PIPING, o o E"°FREE) T� -1 �.p �� J. COC D,yO INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED CLEARANCES O — — 3, -D'RAFT 11i EE" MECH. * �' AT NO ADDITIONAL COST. MECH. * . —WATER SERNrE BY OiNENS,10 COMPLY WP1l 7. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MOUNTING HARDWARE HE Lo AL W,iER �WA ER SER"LE BY gS1HICl REGUIREMENiS OtHERS,TO COMPLY WTH / illE COLA/WATER AND ACCESSORIES INCLUDING BUT NOT LIMITED TO HANGERS, covER PLATE OIS RIET REO REMN$ SUPPORTS,ANCHORS,BRACES, ETC.AS REQUIRED TO SECURELY TYPICAL RISER SECTION 16s INSTALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. CONCEALED SPRINKLER ASSEMBLY SCALE: NITS TYPICAL RISER SECTION SCALE NTS i �r£SStONP E; NEW UNDERGROUND WATER SERVICE SHALL COMPLY WATER R'R AUTHORITY REQUIREMENTS EMENTS FO INSTALLATIONWMIN MINITH IMUM FIRE SPRINKLER HEAD LEGEND COVERAGE,MATERIAL,NOMINAL SIZE,ETC. o o F.M. STAMPING AREA 9. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY SYMBOL QUANTITY POSITION FINISH TEMP K NPT SIN MFG. MODEL # ANTI-FREEZE 8100 Horton Lane APPROVALS AND PERMITS FROM LOCAL WATER AUTHORITY AND FIRE ® 3 3 P E N D WHITE 16 5 4.9 1 2 R A O 616 R A S C O RFC 4 9 SYSTEM SENTRY SEXTRY MARSHALL. 0 nnkl 0 8100 Horton Lane AUTOMATIC FIRE The aper system in tore Is made up sytitems 10. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE REQUIRED TO of one solution morerproteton against Boozing eeie CONCEAL FIRE SPRINKLER PIPING. Typo AmFrae=a�aLFPB1TYco Southold, NY, 11971 o z � e PROTECTION INC. 11. FIRE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM. Me^�� TYco I W y� �� 735 F L A N D E R S R D CONTRACTOR SHALL PROVIDE,INSTALL,AND INTEGRATE ALL REQUIRED TredenameorSraM: LFP FIRE SPRINKLER PLAN cFiREpRo'�`` FLANDERS, NY 11901 TAMPER AND WATER FLOW SWITCHES. = PIPE DROP Upper Level = BRANCH PIPING SWWon concentration: 100%•PREMIXED x �- P H#(6 31)7 2 3-3 0 9 5 12. FIBERGLASS INSULATION SHALL BE INSTALLED ABOVE ALL PIPING System Volume: 7,4 gallons NO. REVISIONS DATE BY FI LE SCALE INSTALLED IN ATTIC SPACE WITH PROPER VENTILATION. O = PIPE RISER Protec ed to —�0�-23_ degrees(F,C) S 2 3.46 51-810 0 H O r t o n AS NOTED 13. FIRE SPRINKLER SYSTEM SHALL BE CHARGED WITH ANTIFREEZE = MAIN PIPING Lo�atio WHOLE SYSTEM DRAWN CHEKED PROJECT SOLUTIONS IN ACCORDANCE WITH NFPA 13D SECTION 9.2.ANTIFREEZE BY MRLIBY RM S23.4651 SYSTEM SHALL BE LISTED FOR USE IN NEW SPRINKLER SYSTEM AND R PZ SHALL BE GLYCOL-BASED. ANTI-FREEZE SYSTEM PLACARD DATE APRIL 2023 DWG' # SP - 2 SENTRY JUN 2 7 ?n� Sentry Automatic Fire Protection Inc but" ;nn Do,, -fir.•.rat 735 Flanders Road, Town of S Flanders, NY, 11901 (631) 723-3095 To whom it may concern, Please find the attached as-builts far 8100 Horton Drive, Southold. Let us know if you require anything further. Thank you Diane Ardolino Office Manager 1 MOUNTING FIRE SPRINKLER GENERAL NOTES: SURFACE ��—BULB SUPPORT CUP WITH THREADS 1. INSTALLATION OFNEWFIRE SPRINKLER SYSTEM SHALL COMPLYWITH CLOSURE GUIDE CEILING LATEST EDITION OF NFPA 13D,LOCAL FIRE MARSHALL'S OFFICE,NEW PINS (2) YORK STATE FIRE CODE,AND ALL APPLICABLE LOCAL ORDINANCES. 77� T T Z ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE DEFLECTOR IN OMITTED IN ACCORDANCE WITH NFPA 13D 2016 SECTION 8.3.5. DEFLECTOR J L= DROPPED POSITION I I RETAINER WITH 3. SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE TREAD DIMPLES OMISSION IS PERMITTED BY NFPA 13D SECTIONS 3.8.2 THROUGH 8.3.8, UNLESS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION(AHJ). 4. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR MOUNTING LIGHTING FIXTURES,BEAMS,DUCTS,ETC.SIDEWALL HEADS SHALL BE PLATERN COVER PLATE POSITIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 0'4"AND AT MOST 0'6"AWAY FROM CEILING. CONCEALED SPRINKLER ASSEMBLY 5. UNLESS OTHERWISE NOTED,ALL PIPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR CPVC. HSW SPRINKLER 6. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL PIPING, INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED CLEARANCES AT NO ADDITIONAL COST. 7. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MOUNTING HARDWARE — AND ACCESSORIES INCLUDING BUT NOT LIMITED TO HANGERS, TO SYSTEM TO SYSTEM - -------- - - ---- SUPPORTS,ANCHORS,BRACES,ETC.AS REQUIRED TO SECURELY 'T INSTALL EQUIPMENT FURNISHED UNDER THIS CONTRACT: ,1NOTE:5 SYSTEM ANTI-FREEZE WILL BE AN 8. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL STORAGE ANTIFREEZE SYSTEM SYSTEM WA TER AUTHORITY REQUIREMENTS FOR INSTALLA TION,MINIMUM I 001 E�""��'I CHAMNER 1YC0 RISER MAW/OLD W/ /- DRAIN AND ES, The sprinkler system in ties huld ng is made up COVERAGE,MATERIAL,NOMINAL SIZE,ETC. (J)Ft PRE:;URE GAUGE of one or more systems containing an ante-freeze (I)SILKS DN BODY solution for protection against freezing SWBUIIERBALL VA W/TAMPER 9. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY Type of AnB-freeze ILFP-nCo==_] APPROVALS AND PERMITS FROM LOCAL WATER AUTHORITYAND FIRE GARAGE DOUBLE CHECK . W TEST COCKS VALVE MarMfect�reE MARSHALL. III. OOO III (LEAD FREE) F _—_-----_' 7radename ur 6raew. I,LFP-_—_,-_— _--_-� 10.GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE REQUIRED TO WILKINEDUCED PRESSURE Solution ConcentraRon 100%PREMIXED% CONCEAL FIRE SPRINKLER PIPING. REDUCED PRESSURE SUPPORT _ CAR PORT ASSEMBXL LY W/BALE VALVES System Volume 7.4 jgallons (LEAD FREE) � � [------------- DRAIN W/SCREEN .DRAFT STOP Protected to FTa-23 s_ degree=(F,�, 11. FIRE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM. MECH Location wHo�E SYSTEM CONTRACTOR SHALL PROVIDE,INSTALL,AND INTEGRATE ALL REQUIRED I - TAMPER AND WATER FLOW SWITCHES. MECH. —WATER S Rw E BY ROCIM OTTERS.TO COMPLY WM -- DTH ISTRICT REQUIREMENTS 12. FIBERGLASS INSULATION SHALL BE INSTALLED ABOVE ALL PIPING WATER STo CO BY ANTI-FREEZE SYSTEM PLACARD INSTALLED IN ATTIC SPACE WITH PROPER VENTILATION. OTHERS,TO COMPLY WITH rnsmi°r"aEaL"IrhrEMEHTs TYPICAL RISER SECTION �°1M 13. FIRE SPRINKLER SYSTEM SHALL BE CHARGED WITH ANTIFREEZE SOLUTIONS IN ACCORDANCE WITH NFPA 13D SECTION 9.2.ANTIFREEZE SYSTEM SHALL BE LISTED FOR USE IN NEW SPRINKLER SYSTEM AND SHALL BE GLYCOL-BASED. FIRE SPRINKLER HEAD LEGEND SYMBOL QUANTITY POSITION FINISH TEMP K NPT SIN MFG. MODEL 33 PEND WHITE 165 4.9 1 /2 RA0616 RASCO RFC49 I C> 2 SIDE WHITE 155 4.4 1 /2 R3531 RASCO F1 Re.44 II I I � PIPE DROP Upper Level = BRANCH PIPING a_ = _ BREEZEWAY PIPE RISER�L--_�_—_---- — MAIN PIPING RPZ UP 17R —_ 1 2" RPZ STORAGE STORAGE 3ARDEN ST o 002 004 005 2 —__ 5q ; A es2000B — o --t_ ---- -� 1 2" RISER MANIFOLD F � W BEACH STORAGE �I 11 2 I I I oas 1„ � JUN 2 7 2024 L0-, ___� _ 2 1 2 RISER UP UP11R TO MECH. I I I ( I I lit �o GROUND LEVEL FIRE SPRINKLER PLAN SCALE: 1/411 — 111-01111 s FESSIQ��P� F.M. STAMPING AREA 8100 Horton Lane wSENTPlY SENTRY p 8100 Horton Lane AUTOMATIC FIRE Southold, NY, 11971 +� PROTECTION INC. ''° � 735 FLANDERS RD FIRE SPRINKLER PLAN cFiRFpRo FLANDERS, NY 11901 PH#(631 )723-3095 NO. REVISIONS DATE BY FILE SCALE AS—BUILTS 6/13 24 MRL S23.4651—8100 Horton AS NOTED DRAWN CHEKED PROJECT # BY MRL BY RM S23.4651 DATE APRIL 2023 DWG' # SP _ j D/ 114 114 114 11 114 GUEST ROOM 5-7 4-6 t 8-2 10 -6 102 TERRACE LIVING ROOM `t 11 4 114 N N � I •ti v o o r- i HIS/HER CLOSET Y.O. FIN. DECK 104 0� 0 8-0 12-8� —6 � "' 2_6 �, o + 17'-51/4"ASL 2 6 1I ABR POWDE o I 4-0 A An MASTJ BATH I 203 o d o I N cI cal I MASTER BEDROOM 202 o — MECH. 00 00 I c1_1 I 01 CLOSET HALLWAY 1 209 1 o MASTER TERRACE 200 3-3 STAIR 1 0CT_ 1 --J 2-6 -6 POWDER R GUEST BATH - 103 101 225 EXERZ S0E RM. R-- o 0 I I o N IE I __ I —LLLLI.--. - I —LLLL CD DINING ROOM — CD DINING LINEN I� � 7.0 T" N 105 1 1 201 I I CLO. MECH. —___ 2-0 6 01 2 GENKAN ENTRY I LAUNDRY N 100 1 11 .I--- ;� 1 208 00 N ET. TIR it 9-7 7 0--� 5-6 \ co 2_6 z o J LI KITCHEN JACK'S TERRACE N JACK'S BEDROOM 106 `� 206 0 N � 0 � I d- 1 1 � 4-0 � 2-6 — —� I o I oiL = I UTILITY _- CLOSET MECHANICAL 1 108 1 99 I DOWN 2-0 EXT. STAIR 0 0 ANTRY r- I 114 114 N 114 JACK'S BATH 0 107 _ _ _ 1 d ,.� 207 ROOF BELOW Ll I �7 r� I F-F 4- , EXT. STAIR RISER DOWN r z RISER UP, DOWN 0 2OkW GENERATOR? SPRINKLER PLAN FIRE SPRINKLER GENERAL NOTES: MAIN LEVEL FIRE S SCALE. 1/4., _ 1 -0 SCALE. 1/4 1 -0 UPPER LEVEL FIRE SPRINKLER PLAN - - 1. INSTALLATION OF NEW FIRE SPRINKLER SYSTEM SHALL COMPLY WITH ' LATEST EDITION OF NFPA 13D,LOCAL FIRE MARSHALL'S OFFICE,NEW s S YORK STATE FIRE CODE,AND ALL APPLICABLE LOCAL ORDINANCES. Z ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE MOUNTING OMITTED IN ACCORDANCE WITH NFPA 13D 2016 SECTION R3.5. SURFACE 3. SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION IS PERMITTED BY NFPA 13D SECTIONS 3.8.2 THROUGH 8.3.8, CLOSURE UNLESS REQUIRED BY LOCAL AUTHORITYHAVING JURISDICTION(AHJ). SUPPORT CUP i BULB 4. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR WITH THREADS LIGHTING FIXTURES,BEAMS,DUCTS,ETC.SIDEWALL HEADS SHALL BE GUIDE CEILING POSITIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 04"AND AT PINS (2) MOST 0'6"AWAY FROM CEILING. DEFLECTOR IN 5. UNLESS OTHERWISE NOTED,ALL PIPING SHALL BE STANDARD WEIGHT DEFLECTOR = DROPPED POSITION STEEL,COPPER OR CPVC. I �� FTHREAER WITH CO C% 6. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL PIPING, MOUNTING THREAD DIMPLES ° INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED CLEARANCES PLATE AT NO ADDITIONAL COST. 7. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MOUNTING HARDWARE AND ACCESSORIES INCLUDING BUT NOT LIMITED TO HANGERS, COVER PLATE SUPPORTS,ANCHORS,BRACES,ETC.A0 REQUIRED TO SECURELY HSW SPRINKLER CONCEALED SPRINKLER ASSEMBLY S E M B L Y INSTALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. 8. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY REQUIREMENTS FOR INSTALLATION,MINIMUM FIRE SPRINKLER HEAD LEGEND COVERAGE,MATERIAL,NOMINAL SIZE,ETC. o o F.M. STAMPING AREA 9. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY SYMBOL QUANTITY POSITION FINISH TEMP K NPT SIN MFG. MODEL # ANTI-FREEZE 5100 Horton Lane APPROVALS AND PERMITS FROM LOCAL.WATER AUTHORITYAND FIRE ® 2 R A O 616 R A S C O RFC 49 SYSTEM Li SENTRY SENTRY 3 3 P E N D WHITE 16 5 4.9 1 MARSHALL. O / The aTatmmm,s"IrgIa" 0 8100 Horton Lane AUTOMATIC FIRE of one or mwe ayatema ooMaMng en eM4"eezerySouthold N Y, 119 71 10. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE REQUIRED TO t> 2 SIDE WHITE 155 4.4 1 /2 R3531 RASCO F1 Res44 a 'f'P �emm PROTECTION INC. CONCEAL FIRE SPRINKLER PIPING. Type ofAn#FFneze•. LFP- CO 3 p Mm 7 3 5 F L A N D E R S R D 11. FIRE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM. TYco W 9� � CONTRACTOR SHALL PROVIDE,INSTALL,AND INTEGRATE ALL REQUIRED Txlenamav&eM: LFP FIRE SPRINKLER PLAN �'�iREo'�``� FLAN DER S, N Y 119 01 TAMPER AND WATER FLOW SWITCHES. = PIPE DROP Upper Level = BRANCH PIPING �� IXEo% 1= PH#(631 )723-3095 12. FIBERGLASS INSULATION SHALL BE INSTALLED ABOVE ALL PIPING �°"'"d°" 74 gown NO. REVISIONS DATE BY FI LE SCALE INSTALLED INATTIC SPACE WITHPROPE:RVENTILATION. O = PIPE RISER b -10/-23.3 �«(RC) , AS-BUILTS 6/13 24 MRL S23.4651-8100 Horton AS NOTED 13. FIRE SPRINKLER SYSTEM SHALL BE CHARGED WITH ANTIFREEZE = MAIN PIPING LOC~ I WHOLE SYSTEM DRAWN CHEKED PROJECT # SOLUTIONS IN ACCORDANCE WITH NFPA 13D SECTION 9.2.ANTIFREEZE BY M RL B Y RM S23.4651 SYSTEM SHALL BE LISTED FOR USE IN NEW SPRINKLER SYSTEM AND RPZ SHALL BE GLYCOL-BASED. ANTI-FREEZE SYSTEM PLACARD DATE APRIL 2023 DWG• # SP - 2 MOUNTING FIRE SPRINKLER GENERAL NOTES: SURFACE BULB SUPPORT CUP WITH THREADS 1. INSTALLATION OF NEW FIRE SPRINKLER SYSTEM SHALL COMPLY WITH CLOSURE GUIDE cEluNc LATEST EDITION OF NFPA 13D,LOCAL FIRE MARSHALL'S OFFICE,NEW PINS (2) YORK STATE FIRE CODE,AND ALL APPLICABLE LOCAL ORDINANCES. T T 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE DEFLECTOR IN OMITTED 1N ACCORDANCE WITH NFPA 13D 2016 SECTION 8.3.5. DEFLECTOR — DROPPED POSITION RETAINER WITH 3. SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE CD THREAD DIMPLES OMISSION IS PERMITTED BY NFPA 13D SECTIONS 3.8.2 THROUGH 8.3.8, UNLESS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION(AHJ). 4. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR MOUNTING LIGHTING FIXTURES,BEAMS,DUCTS,ETC.SIDEWALL HEADS SHALL BE PLATE COVER PLATE POSITIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 0'4"AND AT MOST 0'6"AWAY FROM CEILING. ----------------- CONCEALED SPRINKLER ASSEMBLY _ 5. UNLESS OTHERWISE NOTED,ALL PIPING SHALL BE STANDARD WEIGHT STEEL,COPPER OR CPVC. I HSW SPRINKLER 6. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL PIPING, INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED CLEARANCES AT NO ADDITIONAL COST. ——— 7. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MOUNTING HARDWARE AND ACCESSORIES INCLUDING BUT NOT LIMITED TO HANGERS, TO SYSTEM TO SYSTEM ---------- SUPPORTS,ANCHORS,BRACES,ETC.AS REQUIRED TO SECURELY NOTE. ANTI-FREEZE INSTALL EQUIPMENT FURNISHED UNDER TI•I/S CONTRACT. THIS SYSTEM -- WILL BE AN STORAGE � ANTIFREEZE SYSTEM 8. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL MANS" SYSTEM WATER AUTHORITY REQUIREMENTS FOR INSTALLATION,MINIMUM � 001 WAVBER TYCB RISER MARIEpLB W� („BRAWK ANB,EST The sprinkler system In this buldmg is made up COVERAGE,MATERIAL,NOMINAL SIZE,ETC. (11 PLOW Svmr.R (3)PRESSURECAVCE of one lu more fsystems on againt an freezing r BBT RBALB VA W/TAMPER sdulron for protection against Freezing Sw -- 9. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY Type of AnU.FYee=a APPROVALS AND PERMITS FROM LOCAL WATER AUTHORITYAND FIRE I GARAGE [LFP-TYCO._� DOUBLE CHECK LEST COCKS VALVE Manufacturer: VOID__� MARSHALL. O00 (LEAD FREE € - — -' Traeenamu or Brand: 10. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE REQUIRED TO WLKINs nsxL Solution Concentration 11009hPREMIXED�, CAR PORT REDUCED PRESSURE SUPPORT --- --- CONCEAL FIRE SPRINKLER PIPING. ASSEMBLY W/BALL VALVES System Volume: 7 4 (gallons (LEAD FREE) �-- -------—� DR" DRAW/SCREEN Prdected M: �- degrees(FIC) 11. FIRE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM. 10/-23.3� L�ar��,: wHo- SYSTEM CONTRACTOR SHALL PROVIDE,INSTALL,AND INTEGRATE ALL REQUIRED ROOM —' TAMPER AND WATER FLOW SWITCHES. MUH '�--WATER SERNCE BY e1HER5,(0 f,(NAPLY WIN kUUM OIFFR�TO C LY W 12. FIBERGLASS INSULATION SHALL BE INSTALLED ABOVE ALL PIPING -WA ER SER�RY ANTI-FREEZE SYSTEM PLACARD INSTALLED IN ATTIC SPACE WITH PROPER VENTILATION. OTHERS,TO COMPLY NTH STRCT REQUIREMENTS TYPICAL RISER SECTION SCALE:NTS 13. FIRE SPRINKLER SYSTEM SHALL BE CHARGED WITH ANTIFREEZE SOLUTIONS IN ACCORDANCE WITH NFPA 13D SECTION 9.2.ANTIFREEZE SYSTEM SHALL BE LISTED FOR USE IN NEW SPRINKLER SYSTEM AND SHALL BE GLYCOL-BASED. I FIRE SPRINKLER HEAD LEGEND SYMBOL QUANTITY POSITION FINISH TEMP K NPT SIN MFG. MODEL Q 33 PEND WHITE 165 4.9 1 /2 RA0616 RASCO RFC49 b 2 SIDE WHITE 155 4.4 1 /2 R3531 RASCO F1 Res44 II I PIPE= DROP Upper Level = BRANCH PIPING a_ II I I I I = PIPE RISER MAIN PIPING BREEZEWAY IL ------ --- O = RPZ UP 17R 1 2" RPZ STORAGE STORAGE 3ARDEN STR0;/_) N 002 004 005 2 A ,es2000B — 5 � 1 2" RISER MANIFOLD BEACH STORAGE I 112 II I ooa 2 1 " RISER UP 2 UP 11R TO MECH. 1� °fir .v , Tilt GROUND LEVEL FIRE SPRINKLER PLAN o � SCALE: 1/4" = 1'-0" 84� r NP�� s SS10 F.M. STAMPING AREA W 8100 Horton Lane SENT Y SENTRY 0 8100 Horton Lane AUTOMATIC FIRE [ifSouthold, NY, 11971 <' PROTECTION INC. 3 '" o w � :��• 735 FLANDERS RD F_ FIRE SPRINKLER PLAN �cFiREpRo'�' FLANDERS, NY 11901 PH#(631)723-3095 NO. REVISIONS DATE BY FILE SCALE AS—BUILTS 6 13 24 MRL S23.4651-8100 Horton AS NOTED DRAWN CHEKED PROJECT # BY MRL BY RM S23.4651 DATE APRIL 2023 DWG' # cJ P — 1 D/ FT_ 114 114 114 11 . 114 GUEST ROOM 5-7 4-6 8-2 0-6 102 TERRACE LIVING ROOM 114 114 41 - CO I -Vt _— -* CoCD i HIS/HER CLOSET �c��F I T_ I Ln T.O. FIN.DECK Fl-0-4] -0 -811 - QO F204] 17'-5 1/4"ASL 216of 8 12 6 Q0 I ABR POWDE 4-0 ZU5 MASTJBATH F203] CD CD "7 A I .V MASTER BEDROOM F2 072 --t CD 00 CLOSET HALLWAY F2-0-0] MASTER TERRACE STAIR 1 ED 2-6 GUEST BATH POWDER R ""IV - 4-n 1FO-31 F1011 4 1 11 EXERCISE RM. 7-F-I 11 111 1 1 1 1 z 0 1 a 225 210] —LLLLLI 'L I L F U oF CD DINING ROOM OFFICE r- LINEN 7.0 1 1 /;;�N 1 F201] co CLO. 5� 2-0 6-012 00 GENKAN ENTRY T_ I t> LAUNDRY 1FO-01 F2058� 00 L-1- EKT. ST/ IR 9-7 7 _L0 5-6 to 2-6 z J�D PFI 6] z L7 "2-6 KITCHEN JACK'S BEDROOM JACK'S TERRACE 5�1 F2 0-6 C:D (D CD 4-0 2-6 c I D CD C7) 71 UTILITY CLOSET MEC10A9ICAL DOWN Fl-0-81 1 2-0 EXT. 3TAIR oCD 114 114 N 114 1:11 z DANTRY JACK'S BATH 107 F207] ROOF BELOW n-� 411 7-6 E T. STAIR RISER DOWN z RISER UP, DOWN GENERATOR? FIRE SPRINKLER GENERAL NOTES: MAIN LEVEL FIRE SPRINKLER PLAN UPPER LEVEL FIRE SPRINKLER PLAN 1. INSTALLATION OF NEW FIRE SPRINKLER SYSTEM SHALL COMPLY WITH SCALE: 1/4" V-0" SCALE: 1/4" = 1 -0" LATEST EDITION OF NFPA 13D,LOCAL FIRE MARSHALLS OFFICE,NEW YORK STATE FIRE CODE,AND ALL APPLICABLE LOCAL ORDINANCES. Z ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE MOUNTING OMITTED IN ACCORDANCE WITH NFPA 13D 2016 SECTION 8.3.5. SURFACE 3. SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION IS PERMITTED BY NFPA 13D SECTIONS 3.8.2 THROUGH 8.3.8, CLOSURE UNLESS REQUIRED BYLOCAL AUTHORITY HAVING JURISDIC77ON(AHJ). SUPPORT CUP--\ BULB 4. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR WITH THREADS LIGHTING FIXTURES,BEAMS,DUCTS,ETC.SIDEWALL HEADS SHALL BE GUIDE CEILING POSITIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 0'4"AND AT PINS (2) MOST 0'6w A WA Y FROM CEILING. DEFLECTOR IN 5. UNLESS OTHERWISE NOTED,ALL PIPING SHALL BE STANDARD WEIGHT DEFLECTOR Lj I DROPPED POSITION STEEL, COPPER OR CPVC. -- RETAINER WITH 714)r, 6. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL PIPING, MOUNTING THREAD DIMPLES 'j CO 0 � k 3'j' 0 INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED CLEARANCES PLATE #0 V11- 0 AT NO ADDITIONAL COST. 4.4, 7. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MOUNTING HARDWARE AND ACCESSORIES INCLUDING BUT NOT LIMITED TO HANGERS, COVER PLATE SUPPORTS,ANCHORS,BRACES,ETC.AS REQUIRED TO SECURELY INSTALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. HSW SPRINKLER CONCEALED SPRINKLER ASSEMBLY slo 8. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL SIONP� WATER AUTHORITY REQUIREMENTS FOR INSTALLATION,MINIMUM FIRE SPRINKLER HEAD LEGEND F.M. STAMPING AREA COVERAGE,MATERIAL,NOMINAL SIZE,ETC. 0 9. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY SYMBOL QUANTITY POSITION FINISH TEMP K NPT SIN MFG. MODEL ANTI-FREEZE 8 100 Horton Lane APPROVALS AND PERMITS FROM LOCAL W4 TER AUTHORITY AND FIRE SYSTEM LU SENTRY SENTRY MARSHALL. O33 PEND WHITE 165 4.9 1 /2 RA0616 R A S C O RFC49 8100 Horton Lane Th..P*Wy0m1nth1ab,4d"fs.W..p 0 AUTOMATIC FIRE of��sysWm=*�Wng-w**� Qf 10. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE REQUIRED TO t> 2 iSIDE iWHITE 155 4.4 11 /2 iR3531 RASCO FlRes44 sdLftn f-pow*-".*".&Q, ci- Southold, NY, 11971 c., ) E PROTECTION INC. CONCEAL FIRE SPRINKLER PIPING. Too of AffW 0 ITYCO Lij Ir- 735 FLANDERS RD 11.FIRE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM. I FLANDERS, NY 11901 CONTRACTOR SHALL PROVIDE,INSTALL,AND INTEGRA TE ALL REQUIRED FIRE SPRINKLER PLAN PH#(631)723-3095 TAMPER AND WATER FLOW SWITCHES. kj = PIPE DROP Upper Level BRANCH PIPING Sdugon CorrAraftn: % I— 1Z FIBERGLASS INSULATION SHALL BE INSTALLED ABOVE ALL PIPING sy8ftm volu" T4 ON%.. NO. REVISIONS DATE BY FI LE SCALE INSTALLED INATTIC SPACE WITH PROPER VENTILATION. 0 = PIPE RISER Pomcw I.: CIF/CI AS-BUILTS 6/13/24 MRL S23.4651-8100 Horton AS NOTED 13. FIRE SPRINKLER SYSTEM SHALL BE CHARGED WITH ANTIFREEZE — MAIN PIPING 0 WcW WHOLE SYSTEMDRAWN C H E K E D PROJECT # SOLUTIONS IN ACCORDANCE WITH NFPA 13D SECTION 9.2.ANTIFREEZE BY MRLBY RM S23.4651 SYSTEM SHALL BE LISTED FOR USE IN NEW SPRINKLER SYSTEM AND RPZ ANTI-FREEZE SYSTEM PLACARD DATE D WG. # SHALL BE GLYCOL-BASED. APRIL 2023 SP - 2 MOUNTING FIRE SPRINKLER GENERAL NOTES: SURFACE BULB SUPPORT CUP WITH THREADS 1. INSTALLATION OF NEW FIRE SPRINKLER SYSTEM SHALL COMPLY WITH CLOSURE \ GUIDE CEILING LATEST EDITION OF NFPA 13D,LOCAL FIRE MARSHALL'S OFFICE,NEW PINS (2) R YORK STATE FIRE CODE,AND ALL APPLICABLE LOCAL ORDINANCES. T T 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE DEFLECTOR IN OMITTED IN ACCORDANCE WITH NFPA 13D 2016 SECTION 8.3.5. DEFLECTOR — DROPPED POSITION I RETAINER WITH 3. SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE i I I THREAD DIMPLES OMISSION IS PERMITTED BY NFPA 13D SECTIONS 3.8.2 THROUGH 8.3.8, UNLESS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION(AHJ). 4. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR MOUNTING LIGHTING FIXTURES,BEAMS,DUCTS,ETC.SIDEWALL HEADS SHALL BE PLATENE COVER PLATE POSITIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 0'4"AND AT MOST 0'6"AWAY FROM CEILING. CONCEALED SPRINKLER ASSEMBLY 5. UNLESS OTHERWISE NOTED,ALL PIPING SHALL BE STANDARD WEIGHT STEEL,COPPER OR CPVC. HSW SPRINKLER 6. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL PIPING, INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED CLEARANCES AT NO ADDITIONAL COST. ——— ( 7. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MOUNTING HARDWARE AND ACCESSORIES INCLUDING BUT NOT LIMITED TO HANGERS, TO SYSTEM TO SYSTEM o o SUPPORTS,ANCHORS,BRACES,ETC.AS REQUIRED TO SECURELY INSTALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. IS S SYSTEM T THIS S ANTI-FREEZE WILL RE AN 8. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL STORAGE ANTIFREEZE SYSTEM SYSTEM WATER AUTHORITY REQUIREMENTS FOR INSTALLATION,MINIMUM EXPANSION 001 OIAMBER ,YCD RISER MAMEgD"' COVERAGE MATERIAL NOMINAL SIZE ETC. (1)DRAIN AND HE51 rw p�ll�a �(1)ELDW SWiLN 75)°UII1 IN W/TAMPER G�GEof on"amae gatmn mWrdPgianagw an" d. 1 ! 1 ,.,UTTE BAPRESSUR BODYWIDOW� °^ 9. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY SW rrrowARx�"s>x L _TYC DOUBLE CHECK TEST COCKS APPROVALS AND PERMITS FROM LOCAL WATER AUTHORITY AND FIRE GARAGE VALVE MmWmcn.a TYCO MARSHALL. 000 (LEAD FREE) F � T1Wenuns OrBra"tl: MALIONS 375XL ,Oa omikeum- L.F PREMIXED% 10. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE REQUIRED TO PEDU=PRESSu'E SUPPORT CONCEAL FIRE SPRINKLER PIPING. CAR PORT ASSEMB� SBALL j >3n.E,mVolu�ns: (LEAD FRCE) �DRAFT S OP SCREEN P -10/-23.3 &u—(F/C) 11, FIRE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM, CONTRACTOR SHALL PROVIDE,INSTALL,AND INTEGRATE ALL REQUIRED ROOM WHOLE SYSTEM TAMPER AND WATER FLOW SWITCHES. MECH O O �—WATfP SFPWLE BY OTHERS,TO COMPLY NTH I. ROOM °"` WATER 12. FIBERGLASS INSULATION SHALL BE INSTALLED ABOVE ALL PIPING R DISi CT E MEN75 -- TER OTHERS,TO CO PL ANTI-FREEZE SYSTEM PLACARD INSTALLED INATTIC SPACE WITH PROPER VENTILATION. TELOL A COMPLY WTN DISTRICT REOI REQUIREMENTS TYPICAL RISER SECTION SCALE:NTS 13. FIRE SPRINKLER SYSTEM SHALL BE CHARGED WITH ANTIFREEZE SOLUTIONS IN ACCORDANCE WITH NFPA 13D SECTION 9.2.ANTIFREEZE SYSTEM SHALL BE LISTED FOR USE IN NEW SPRINKLER SYSTEM AND SHALL BE GLYCOL-BASED. FIRE SPRINKLER HEAD LEGEND -- _ SYMBOL QUANTITY POSITION FINISH TEMP K NPT 81N MFG. MODEL 0 33 PEND WHITE 165 4.9 1 /2 RA0616 RASCO RFC49 ® 2 SIDE WHITE 1155 4.4 1 /2 R3531 RASCO F1 Res44 II I I I i l ki, = PIPE DROP Upper Level = BRANCH PIPING II I I I I O = PIPE RISER BREEZEWAY �� = MAIN PIPING RPZ UP 17R -- p RPZ STORAGE STORAGE 3ARDEN XF010 cv 002 004 005 1 ,+1 2 5 A )es2000B I —TT— ---- � 1 �" RISER MANIFOLD 2 ( I I BEACH STORAGE �T .2 003 r-- L___� -2F 1 2" RISER UP UP 11R TO MECH. S�P,�ta J. co �o (� ;-` � �n `;.. as lE �O � ��• ��Qy�'�' couGROUND LEVEL FIRE SPRINKLER PLANp. Nov - 11 2024 ---- SCALE: 1/4" — 1'-0" 3 10t \ • 1 F.M. STAMPING AREA w 8100 Horton Lane 10" v S SENTRY 0 8100 Horton Lane AUTOMATIC FIRE n Southold, NY, 11971 " PROTECTION INC. 735 FLANDERS RD FIRE SPRINKLER PLAN �' FLANDERS, NY 11901 PH#(631 )723-3095 NO. REVISIONS DATE BY FILE SCALE AS—BUILTS 6/13 24 MRL S23.4651-8100 Horton AS NOTED DRAWN CHEKED PROJECT # BY MR(. BY RM S23.4651 .�_ DATE APRIL 2023 DWG. # SP - 1 DI -----------_ U Li `0 114 114 114 11 114 GUEST ROOM 102 5-7 4-6 `- ' 8-2 10 -6 TERRACE LIVING ROOM � � N 114 114 CD T- N T.O. FIN. DECK 104 0� 0 8_0 12_8� -6 c� c� PHIS/HE20-4] ET j: o 7.21 I �r + 17 •-5 1/4 ASL 216 I 1 BR POWDE , C •' of I 4-0 MASTE)BATH 203 O �T O I v MASTER BEDROOM F_—— 202 d o I MECH. 00 0 o 0 CLOSET HALLWAY 1 209 1 o MASTER TERRACE I I 200 3-3 STAIR 1 1 --J 2-6 POWDER R GUEST BATH IA 03 101 1 1�°'� ni ----O -- I----I LLLLUL EXER2 S0E RM. —a—� o p Z 25 LLLLLL o DINING ROOM OFFICE o LINEN N 105 F1 1 201 co I I CLO. MECH. __ 7.0 2-0 6-01 2 00 GENKAN ENTRY i LAUNDRY I c� 100 I J-- r j 208 °° 1 11 I N 1 9-7 7 Lo --J 5-6 E T. STAIR � CID 2-6 o J KITCHEN ----- - �------ . 106 JACK'S TERRACE d `V JACK'S BEDROOM Li `� 206 0 O � I 4-0 CD I � I d-- I UTILITY CLOSET MECHANICAL 1 T IR 0 108 EXT. 0 1 09 GOWN ANTRY i 114 114 N 114 JACK'S BATH 207 • ROOF BELOW _ 4 I J ---- EXT.STAIR Z - RISER DOWN Z RISER UP, DOWN 0 20kW GENERATOR 1 E FIRE SPRINKLER GENERAL NOTES: MAIN LEVEL FIRE SPRINKLER PLAN 0 _ , 0 � UPPER LEVEL FIRE SPRINKLER PLAN - SCALE. 1/4„ — 1 -0„ 1. INSTALLATION OF NEW FIRE SPRINKLER SYSTEM SHALL COMPLY WITH SCALE: 1/4" = V-0" LATEST EDITION OF NFPA 13D,LOCAL FIRE MARSHALL'S OFFICE,NEW g YORK STATE FIRE CODE,AND ALL APPLICABLE LOCAL ORDINANCES. 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE MOUNTING OMITTED IN ACCORDANCE WITH NFPA 13D 2016 SECTION 8.3.5. SURFACE 3. SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION IS PERMITTED BY NFPA 13D SECTIONS 3.8.2 THROUGH 8.3.8, CLOSURE UNLESS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION(AHJ). \ � SUPPORT CUP ----BULB4. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR WITH THREADS LIGHTING FIXTURES,BEAMS,DUCTS,ETC.SIDEWALL HEADS SHALL BE GUIDE CEILING POSITIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 0'4"AND AT PINS (2) MOST 0'6"AWAY FROM CEILING. DEFLECTOR IN 5. UNLESS OTHERWISE NOTED,ALL PIPING SHALL BE STANDARD WEIGHT DROPPED POSITION STEEL, COPPER OR CPVC. DEFLECTOR =J�= I I I RETAINER WITH OF NE 6. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL PIPING, MOUNTING o THREAD DIMPLES ��F. N✓yo INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED CLEARANCES PLATE C�NOo �� AT NO ADDITIONAL COST. ti 7. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MOUNTING HARDWARE �(1 7y. »� AND ACCESSORIES INCLUDING BUT NOT LIMITED TO HANGERS, covER PLATE �+ SUPPORTS,ANCHORS,BRACES,ETC.AS REQUIRED TO SECURELY INSTALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. H SW SPRINKLER CONCEALED SPRINKLER ASSEMBLY 051684 8. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER A UTHORITY REQUIREMENTS FOR INSTALLATION,MINIMUM FIRE SPRINKLER HEAD LEGEND COVERAGE,MATERIAL,NOMINAL SIZE,ETC. o o F.M. STAMPING .AREA 9. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY SYMBOL QUANTITY POSITION FINISH TEMP K NPT SIN MFG. MODEL # ANTI-FREEZE (- APPROVALS AND PERMITS FROM LOCAL WATER AUTHOR17YAND FIRE W 8100 Horton Lane SENTRY MARSHALL. O 33 PEND WHITE 165 4.9 1 /2 RA0616 RASCO RFC49 SYSTEM _ 0 8100 Horton Lane AUTOMATIC FIRE 10. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE REQUIRED TO ® 2 SIDE W H I TE 155 4.4 1 2 R 3 5 31 R A S C O F 1 R e s 4 4 ofSaLAW`"pmte`k.sgs t'. 0f S o u t h o l d N Y, 119 71 �`' CONCEAL FIRE SPRINKLER PIPING. / n- PROTECTION INC. TW.an"n.Fre.z.: LFP-NCO 11. FIRE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM. M. er TYCo -� W 735 F L A N D E R S R D CONTRACTOR SHALL PROVIDE INSTALL AND INTEGRATEALL REQUIRED Tmde ew&era: LFp � FLAN D ER S, NY 11901 TAMPER AND WATERFLOWSWITCHES. = PIPE DROP Upper Level = BRANCH PIPING % FIRE SPRINKLER PLAN PH#(631 )723-3095 12. FIBERGLASS INSULATION SHALL BE INSTALLED ABOVE ALL PIPING �n Val 74 ago" NO. REVISIONS DATE BY FI LE SCALE = PIPE RISER +" - //—_3.3 ge(s() , AS-BUILTS 6 13/24 MRL S23.4651-8100 Horton AS NOTED INSTALLED IN ATTIC SPACE WITH PROPER VENTILATION. = 13. FIRE SPRINKLER SYSTEM SHALL BE CHARGED WITH ANTIFREEZE MAIN PIPING L-- WHOLE SYSTEM ]o o DRAW pN�� C H EKED PROJECT # SOLUTIONS IN ACCORDANCE WITH NFPA 13D SECTION 9.2.ANTIFREEZE BY IYr R L BY RM S23.46 51 SYSTEM SHALL BE LISTED FOR USE IN NEW SPRINKLER SYSTEM AND ANTI FREEZE SYSTEM PLACARD DATE DWG SHALL BE GLYCOL-BASED. R Z - # -- APRIL 2023 S P - 2 Bulletin 006 January 2020 O Model RFC Series Residential Sprinklers Flat Concealed Pendent cULus Listed Features • cULus Listed as Residential Sprinklers Push-On cover plate installation Low water flow requirements Product Description Model RFC Series residential sprinklers are flat cover plate, concealed pendent sprinklers intended for installation in Model RFC30&RFC30LL Model RFC43&RFC43LL accordance with NFPA 13, NFPA 13R, or NFPA 13D. The sprinklers are cULus Listed as Residential Sprinklers in ac- cordance with UL 1626. In addition; Model RFCLL Series sprinklers are cULus Certified for Health Effects to NSF/ANSI standard 61 Annex G(LL)and Australian WaterMark Certified (WMCS). Model RFC30 sprinklers have a 1650F (74°C) temperature. M rated fusible-link operating element. Model.RFC43, RFC49, 77 RFC58, and RFC76 sprinklers are offered with either a 1650E (74°C) or 212OF(1000C.) temperature rated fusible-link oper- ating element. Sprinklers with a 1650F (74°C) temperature Model RFC49&RFC49LL Model RFC58 rating are ordinary temperature classification and are listed for use with a 1350F (57°C) temperature rated cover plate. Sprinklers with a 212OF (100°C)temperature rating are inter- mediate temperature classification and are listed for use with. _. a 1650F(74°C)temperature rated cover plate. Model RFC Series sprinklers are installed with a Model RFC or Model G5 Cover Plate. Model G5 Cover Plates may be installed by either pushing or threading the cover plate into the sprinkler cup.Model RFC30,RFC30LL,RFC43,RFC43LL, RFC49 and RFC49LL sprinklers allow 1/2" (13 mm) of cover plate adjustment. Model RFC58 and RFC76 sprinklers allow ' 3/4" (19 mm) of cover plate adjustment. Model RFC and G5 Model RFC76, Model RFC&G5 Cover Plate Cover Plates are available in a variety of finishes as listed in Table H. Sprinkler Model Nominal K-Factor Max.Coverage Area Listings& Sprinkler Identification gpm/psi"2 p/min/bar4r9 ft x ft(m x m) Approvals Number(SIN) RFC30 3.0(43) 14 x 14(4.3 x 4.3) cULus RA0611 RFC30LL 3.0(43) 14 x 14(4.3 x 4.3) cULus, LL,WMCS RA3211 RFC43 4.3(62) 20 x 20(6.1 x 6.1) cOLus RA0612 RFC43LL 4.3(62) 20 x 20(6.1 x 6.1) cULus, LL,WMCS RA3212 RFC49 4.9(71) 20 x 20(6.1 x 6.1) cULus RA0616 RFC49LL 4.9(71) 20 x 20(6.1 x 6.1) cULus, LL,WMCS RA3216 RFC58 5.8(84) 20 x 20(6.1 x 6.1) cULus RA0613 RFC76 7.6(109) 20 x 20(6.1 x 6.1) cULus. RA0618 cULus:cULus Listed to UL1626,Residential Sprinklers for Fire Protection Service. LL:cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G(Less than 0.25%Lead content). WMCS:Australian WaterMark Certified. www.rellablesprinkler.com Model1 & RFC30LLResidential • 1 A1. RFC30LL: SINRA3211 Technical Specifications Sensitivity Style:Flat Concealed Pendent Fast-response ,. r Threads:1/2"NPT or ISO 7-1 R11/2 Nominal K-Factor.3.0(43 metric) Temperature Rating Max.Working Pressure:175 psi(12 bar) 165"F(74"C)sprinkler Min.Spacing:8 ft.(2.4 m) 135°F(57"C)cover plate Material Specifications Cover Plate Thermal Sensor Nickel Alloy Solder Link Model RFC Cover Plate Sprinkler Body:Brass Alloy Model G5 Cover Plate Levers:Bronze Alloy Yoke:Brass Alloy Sprinkler Wrench Sealing Assembly:Nickel Alloy with PTFE Model FC(without wrench-able cap) Load Screw:Bronze Alloy Model W3(with wrench-able cap) Towers:Copper Alloy a; Pins:Stainless Steel Listings and Approvals Deflector.Bronze Alloy cULus Listed to UL 1626 ' Cup:Steel cULus Certrfied for Health Effects to NSF/ANSI Bottom View Standard 61 Annex G(RFC30LL only) Cover Plate Finishes Watermark Certified(RFC30LL only) (See Table H) Model RFC30&RFC30LL Sprinkler Components and Dimensions 2-5/16"(58 mm). Threads Dia. BodyMEMO- - Cup Tower 1-3/4"(44 mm)+/-1/4"(6 mm) Fusible Link Nominal face of fitting to ceiling Deflector(retracted) 3/16"(5mm) Pin(extended) Deflector(extended) Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model RFC30 and RFC30LL Sprinkler Hydraulic Design Criteria - Minimum Flow and Residual Pressure(1) Max.Coverage Area(2) Flow Pressure ft,x ft. gpm psi (m x m) (I/min) (bar) 12 x 12 9 9.0 (3.6 x 3.6) (34) (0.62) 14x 14 10 11.0 (4.3 x 4.3) (38) (0.76) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table B above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 all Page 2 of 8 January 2020 www.reliablesprinkler.com Model •- Sprinklers SINRA3212 Technical Specifications Sensitivity Style:Flat Concealed Pendent Fast-response Threads:1/2"NPT or ISO 7-1 RI/2 Nominal K-Factor:4.3.f6?,rnetric)r � n$TemperatureRating Max.Working Pressure:175 psi(12 bar) 165°F(74°C)sprinkler Min.Spacing:8 ft.(2.4 m) 135°F(57°C)cover plate Material Specifications Intermediate: Thermal Sensor:Nickel Alloy Solder Link 212°F(100°C)sprinkler Sprinkler Body:Brass Alloy 165°F(74°C)cover plate Levers:Bronze Alloy Yoke:Brass Alloy Cover Plate Sealing Assembly:Nickel Alloy with PTFE Model RFC Cover Plate Load Screw:Bronze Alloy Model G5 Cover Plate Towers:Copper Alloy Pins:Stainless Steel Sprinkler Wrench Deflector:Bronze Allo Model FC(without wrench-able cap) r*n y Model W3(with wrench-able cap) Bottom View Cup:Steel _ Cover Plate Finishes Listings and Approvals (See Table H) cULus Listed to UL 1626 cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G(RFC43LL only) Watermark Certified(RFC43LL only) 'Model RFC43&RFC43LL Sprinkler Components and Dimensions 2-5/16"(58 mm) Threads Dia. Body Cup =- — Tower 1-3/4"(44 mm)+/-1/4"(6 mm) i Fusible Link Nominal face of fitting to ceiling Deflector(retracted) I N\NN\\\ �� 3/16"(5mm) Pin(extended) , Deflector(extended) Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling i Model RFC43&RFC43LL Sprinkler Hydraulic Design Criteria •• Minimum Flow and Residual Pressure Max.Coverage Area(2) Ordinary Temperature Intermediate Temperature ft.x ft. Flow Pressure Flow Pressure (m x m) gpm psi gpm psi (1/min) (bar) . (1/min) (bar) 15 x 15 12 7.8 12 7.8 (4.6 x 4.6) (45) (0.54) (45) (0.54) 16 x 16 13 9.1 13 9.1 (4.9 x 4.9) (49) (0.63) (49) (0.63) 18 x 18 18 17.5 (5.5 x 5.5) •(68) (1.21) -- -- 20 x 20 21 23.8 (6.1 x6.1) 1 (79) (1.64) -- -- Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table C above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler.., 2. For coverage area dimensions less than those listed above,use the minimum required,flow for the next larger max.coverage area listed. Bulletin 006 Page 3 of 8 January 2020 R41111a www.reliablesprinkler.00m Model . • & RFC49LL Residential • - RFC49: SINRA0616 .1 RFC49LL.: ■ . Technical Specifications Sensitivity Style:Flat Concealed Pendent Fast-response Threads:1/2°NPT or ISO 7-1 R1/2 z. S Nominal K-Factor 4.9(71 metric) Temperature Rating Max.Working Pressure:175 psi(12 bar) Ordinary: Min.Spacing:8 ft.(2.4 m) 1650F(74"C)sprinkler 1350F(57°C)cover plate Material Specifications Intermediate: Thermal Sensor.Nickel Alloy Solder Link 212OF(100"C)sprinkler Sprinkler Body:Brass Alloy 1650F(74°C)cover plate Levers:Bronze Alloy . Yoke:Brass Alloy Cover Plate Sealing Assembly:Nickel Alloy with PTFE Model G5 Cover Plate Load Screw:Bronze Alloy Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model FC(without wrench-able cap) Deflector.Bronze Alloy Model W3(with wrench-able cap) Bottom View Cup:Steel Cover Plate Finishes Listings and Approvals cULus Listed to UL 1626 (See Table H) cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G(RFC49LL only) Watermark Certified RFC49LL only) Model RFC49&RFC49LL Sprinkler Components and Dimensions ' 2-5/16"(58 mm) Threads Die. Body = Cup —_ Tower 1-3/4"(44 mm)+/-1/4"(6 mm) Fusible Link Nominal face of fitting to ceiling Deflector(retracted) 3/161(5mm) Pin(extended) — —------ - Deflector(extended) Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model RFC49&RFC49LL Sprinkler Hydraulic Design Criteria OEM Am, Minimum Flow and Residual Pressure M Max.Coverage Area t2) Ordinary Temperature Intermediate Temperature tL x% Flow Pressure Flow Pressure (m x m) gpm psi gpm psi (1/min) (bar) (1/min) (bar) 16 x 16 13. 7.0 13 7.0 (4.9 x 4.9) (49.0) (0.48) (49.0) (0.48) 18• r.... ��._.: 12.0 17 12.0 (5.5 x 5.5) (64.3) (0.83) (64.3) (0.83) 20 x 20 20 16.7 21 18.4 (6.1 x 6.1) (75.7) (1.15) (79.5) (1.27). Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table D above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 Page 4 of 8 January 2020 ROOM www.reliablesprinkler.com Model •ential Sprinkler SIN RA0613 Technical Specifications Cover Plate Finishes ,. Style:Flat Concealed Pendent (See Table H) Threads'.1/2"NPT or ISO 7-1 R1/2 Nominal K-Factor.5.8(84 metric) Sensitivity Max.Working Pressure:175 psi 12 bar Fast-response n Min.Specig:"akt(�:4'i�i`yik a , # ' #i ,y}�;' 4t' y% ► :x� a x� :- ,, Temperature Ratings Material Specifications Ordinary: Thermal Sensor:Nickel Alloy Solder Link 165OF(74"C)sprinkler Sprinkler Body:Brass Alloy 1350F(570C)cover plate Levers:Bronze Alloy Intermediate: Yoke:Brass Alloy' 212"F(100°C)sprinkler Sealing Assembly:Nickel Alloy with PTFE 165OF(74"C)cover plate Load Screw:Bronze Alloy Towers:Copper Alloy Cover Plate Pins:Stainless Steel Model G5 Cover Plate Deflector.Chrome Plated Bronze Alloy � k'z w•C,` Cup:Steel Sprinkler Wrench Bottom View Model FC(without wrench-able cap)' Model W3(with wrench-able cap) Listings and Approvals cULus Listed Model RFC58 Sprinkler Components and Dimensions s 2-5/16"(58 mm) Dia Threads _ Body Cup Tower i Fusible Link 1-7/8"(48 mm)+/-3/8"(9 mm) Deflector(retracted) Nominal face of fitting to ceiling Pin(extended) 'Deflector(extended) 1 r Model,G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model RFC58 Sprinkler Hydraulic Design Criteria =Fie - Minimum Flow and Residual Pressure(I Max.Coverage Area(2) Flow Pressure ft x ft. gpm psi (m x m) p/min) (bar) 16 x 16 16 7.6 (4.9 x 4.9) (60.6) (0.53) 18 x 18 18 9.6 (5.5 x 5.5) (68.1) (0.66)- 20 x 20 20 11.9 (6.1 x 6.1) (75.7) (0.82) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table E above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2, F.or coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 Page 5 of 8 January 2020 www.reliablesprinkler.com Model RFC76 Residential Sprinkler SIN RA0618 Technical Specifications Cover Plate Finishes Style:Flat Concealed Pendent (See Table H) Threads:314"NPT or ISO 7-1 ROM Nominal K-Factor.7.6(109 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) Fast-response Min.Spacing:8 ft.(2.4 m) Temperature Ratings Material Specifications Ordinary: Thermal Sensor.Nickel Alloy Solder Link 165°F(74°C)sprinkler Sprinkler Body:Brass Alloy 135°F(57°C)cover plate Levers:Bronze Alloy Intermediate. Yoke:Brass Alloy 212°F(100°C)sprinkler Sealing Assembly:Nickel Alloy with PTFE 165°F(74°C)cover plate Load Screw:Bronze Alloy Towers:Copper Alloy Cover Plate Pins:Stainless Steel Model G5 Cover Plate Deflector.Bronze Alloy Cup:Steel Sprinkler Wrench Bottom View Model FC(Without wrench-able cap) Model W3(with wrench-able cap) Listings and Approvals cULus Listed Model RFC76 Sprinkler Components and Dimensions 2-5/16"(58 mm) Dia. Threads Body Cup Tower Fusible Link 1-7/8"(48 mm)+/-3/8"(9 mm) Nominal face of fitting to ceiling Deflector(retracted) ��.�.. ed) ... 3/16"(5 mm)(extended) 11. ll Deflector(extended) —.... _ Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model RFC76 Flattoncealed Sprinkler Hydraulic Design Criteria .• - Minimum Flow and Residual Pressure(V Max.Coverage Area(2) Flow Pressure ft.x ft. gpm psi (m x m) (Vmin) (bar) 16 x 16 21 7.6 (4.9 x 4.9) (79.5) (0.52) 18 x 18 24 9.9 (5.5 x 5.5) (90.8) (0,68) --�---20 x 20 .. ,. -. .a- ., 34 20 (6.1 x 6.1) (128.7) (1.4) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table E above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 Page 6 of 8 January 2020 www.reliablesprinkle.r.com Cover Plate Finishes(') Standard Finishes Special Application Finishes White Polyester Off White Paint Black Paint Raw Brass Chrome Plated Bright Brass Finished Bronze Black Plated No , . �� . 1. Paint many other coating applied over the factory finish will void all approvals and warranties. 2. Custom color paint isoomi-glooa.unless specified otherwise. 3. Stainless steel clad cover plates are Type 318 Stainless Steel on the finished side and C102 Copper Allow on the backside.Cover plates are not listed nr approved mo corrosion resistant. Installation Dimensions, Recommended Min.to Min.to Max. Sprinider Cover Cover Plate Hole Diameter Cover Plate Max.Face Dropped Deflector Cover Plate Model Plate Diameter in Ceiling Adjustment of Fitting to Distance below Temperature Model inch(mm) inch (mm) Ceiling0) .Ceiling Rating � | � | Noxoo 1. Face of fitting m ceiling dimensions are based onanominal thread make up.Verify dimensions based on fitting and thread sealing method prior to installation.A1/2"x1/2"brass nipple extension(Reliable P/NOS909S19DO iu available where necessary for replacement ofexisting � ophnNom. ' 2. For use with 165OF(740C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100oF(380C). � 0. For use with 212OF(1000C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150OF(660C). � Installation ^ M6del RFDsohoonprinklem intended 0obe installed in Do not exceed the ' maximum recommended torque. ` accordance with NFPA13.NFPA13R.orNFPA13O.ao well eo the maximum recommended torque may cause leakage cx the requirements of applicable authorities having jurisdiction. impairment qf�onphnk��Use oamwhen inaodngwr�mov�g Model RFC uehoaophnNemmust m�bo�o�||odinm�|ingowbh �ew�nnhhnm the sprinkler buaxo'kj damage k>the sprinkler. positive pressure in the space above'Ensure that the 4 slots in ' the cup are open and unobstructed following installation.Model Install the cover plate by hand by pushing the cover plate into the ^ RFC series sprinklers are shipped with m wrench-able protective cup and turning the cover|n the clockwise direction until diatight ' . cap that should remain on the sprinkler until the sprinkler system against the ceiling. is,placed in service following construction. Model RFC series sprinklers can bo installed wit Application without ' the wrench-able protective cap using the Model VV8wrench. Model RFC series sprinklers are intended for installation where Alternatively, Model RFC series sprinklers can be installed using residential sprinklers are permitted or required byNFRA1O. the Model FO wrench by temporarily removing the protective cap NFFY\13R.and NFPA13D.The sprinklers are concealed during installation nf the sprinkler.The use nf any other wrench ho pendent residential sprinklers. installed Model RFC series sprinklers io not permitted and may damage the sprinkler. Fully insert the Model VV3 wrench over Model RFC 3U and RFC3ULL sprinklers are available in the cap until it reaches the bottom of the cup,or the Model FO ordinary temperature classification for installation where wrench over the sprinkler until the wrench engages the body. the Maximum Ceiling Temperature does not exceed 1UO"F Do not wrench any other part of the sprinkler/cup assembly The (380C). K8oda| RFO43. RFO48LL, RFC40. RFO49LL, RFO58. Model VV3 and RC wrenches are designed tobo turned with a and RFC76 sprinklers are available in either ordinary or standard 1/2^square drive.Tighten the sprinkler into the fitting intermediate temperature classification for installation where after applying aPTFEbaxed thread ae�an1ho the oprinNer� the K�aximumOoU/ngTempor�urodoes not exceed 1UO"F threads. d d�inotad|a1iontonluein8Vn 18ft-|bo(11 (880O)ur 150^F(680O). nyopeo1ivo|y. to24N'm)for' 1/2^thread sprinklers and 14to2Oft-|bu(10to 27 N-m)for 3/4^thread sprinklers. om|aunons Page 7ofu Junuury2O2O vmmwm{iub|oop,ink|or.vom 74� Model FC Model W3 For use with Model RFC Series sprinklers For use with Model RFC Series sprinklers without wrench-able cap installed with wrench-able cap installed Maintenance Guarantee Model RFC series sprinklers should be inspected and the For the Reliable Automatic Sprinkler Co., Inc.guarantee,terms, sprinkler system maintained in accordance with'NFPA 25. Do and conditions,visit www.rellablesprinkler.com. not clean sprinklers with soap and water,ammonia or any other cleaning fluids. Remove dust by gentle vacuuming. Replace patents any sprinkler cover plate assembly which has been painted (other than factory applied)or damaged in any way.A-stockof Model RFC30, RFC30LL, RFC43, RFC43LL, RFC49, RFC49LL, spare sprinklers should be maintained to allow quick replace- RFC58,and RFC76 sprinklers are covered by U.S. Patent No. ment of damaged or operated sprinklers. Prior to installation, 9,248,327 and U.S. Patent No. 7,275,603. sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to Model RFC30, RFC30LL, RFC43 and RFC43LL sprinklers are sprinklers that would cause improper operation or non-oper- additionally covered by U.S. Patent No.8,776,903. ation. Listings and Approvals Ordering Information Listed by Underwriters Laboratories, I'nc.and UL Certified for Specify the following when ordering. Canada to UL1'626, Residential Sprinklers'for Fire- protection Service(cULus).. Sprinkler • Model(RFC30, RFC30LL, RFC43, RFC43LL, Certified by Underwriters Laboratories, Inc.and Underwrit- RFC49, RFC49LL, RFC58, RFC76) ers Laboratories of Canada for Health Effects to NSF/ANSI • Temperature Rating Standard 61 Annex G (LL)(RFC30LL, RFC43LL,and RFC49LL Cover Plate only). Model RFC or G5 • Temperature Rating Australian WaterMark Certified (RFC30LL,RFC43LL,'and Finish(See Table H) RFC49LL only). -Sprinkler Wrench • Model FC • Model W3 F Z 0 O N Bulletin 006 Page 8 of 8 January 2020 e a www.reliablesprinkler.com FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS SPEAKS 3 REDUCER BUSHING .- . ......_....,.. _,._.:..:.:..:.......,,..,<.::.�Ra, .,. ...:., .:.y...:,...,....;.- �K .... ..,.��..,� �..,��.-�..:.... .. : .Flush Style Spigot x Socket PIPE D.D. 1 N L Part Number Size L N Approx.Wt.(Lbs.) 4237-131 1x314 1-1/4 114 .04 4237-167 1-1/4314 1-7116 7116 .10 4237-168 1-1/41 1-13132 9132 .06 4237-210 1-1/20/4 1-5/8 518 .19 '4237-211 1-112xl 1-17132 13/32 .13 4237-212 1-112xl-114 1-9/16 5/16 .07 4237-248 2014 1-29132 29132 .28 4237-249 20 1-23/32 9116 .23 4237-250 24-1/4 1.11116 7/16 .21 4237-251 24-112 1-11/16 5/16 .15 4237-290 2-112xl-114 2-5/32 718 .41 4237-291 2-1120-112 2-5132 3/4 .39 4237-292 2-1/2x2 2-9132 3/4 .28 4237-338 3x2 2-7132 11/16 .63 4237-339 3x2-112 2-5116 .. ... ..•. 1/4 ..-. : , A2 ..: .TRANSITION BUSHING r IPS Spigot x CTS Socket PIPE -- --- O.ID. L _ L� Part Number Size L N Approx.WL(Lbs) 4240-101 3140/2 17118 518 .03 4240-130 1x112 1-1/4 23132 .05 CAP Socket q, M Nil 1 W Part Number Size M W Approx.WL(Lbs.) 4247-007 3/4 1-3/8 1-13/32 .05 4247-010 1 1-5/8 1-9116 .06 4247-012 1-1/4 2-3132 1-27132 .13 4247-015 1-112 2-11/32 2 .17 4247-020 2 2-27/32 2-9/32 .39 4247-025 2-1/2 3-17/32 2-518 .50 4247-030 3 4-3/8 3 .92 MADE IN THE U.S.A. 21 sP FlameGuard° CPVC FIRE SPRINKLER PIPING PRODUCTS REDUCING CROSS Socket x Socket x Socket x Socket 1 H1 M —�— L1 G1 ' G H L Part Number Size G 61 H H1 L L1 M M1 Approx.Wt.(Lbs.) 4220-131 lx3/4 23132 5/8 1-5/8 1-5/8 3-1/4 3-1/4 1-7/8 1-112 .31 4220-167 1-1/43/4 1-1/16 23/32 2-1116 1-31/32 4-3/32 3-31/32 2-1/16 1-13132 .35 4220-210 1-112x3/4 11/16 1-5/32 2-3/32 2-3/16 4-3116 4-11/32 2-3/8 1-13132 .42 4220-248 2x3/4 11/16- • 1-7/16 2.7132 2-7/16 1 4-13/32 4-7/8 2-29/32 1-13132 .56 4220-289 2-1/2xl 29/32 1-3/4 2-11116 2-7/8 5.11/32 5-3/4 3-1/2 1-3/4 .98 COUPLING Socket x Socket -- -- M Part Number Size L M N Approx.Wt.(Lbs.) 4229-007 314 2-1/8 1-5116 3116 .05 4229-010 1 2-3116 1-518 3132 .08 4229-012 1-1/4 2-19132 2 3/32 .13 4229-015 1-112 2-7/8 2-11/32 3132 .22 4229-020 2 3-1/8 2-718 1/8 .33 4229.025 2-1/2 3-11116 3-15132 3/16 .48 4229-030 3 4 4-3/16 11/4 .89 - 12 SPEARS®MANUFACTURING COMPANY SPEAKS Fla m- eGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS Socket x Socket G r — . H �—M Part Number Size G H M Approx.Wt.(Lbs.) 4206-007 3/4 9116 1-112 - 1-5116 .07 4206-010 1 314 1-518 1-5/8 .11 4206-012 1-1/4 15/16 2-3116 2 .22 4206-015 1-1/2 1-5/32 2-17/32 2-3/8 .41 4206-020- 2 1-13132 2.29132 2-18 .62 4206-025 2-112 1-15/32 3-3/8 3-1/2 1.15 4206-030 3 1-29132 3-13116 4-7132 1.83 SIDE OUTLET ELBOW. ,.. J ...... ,::. . Socket x Socket x Socket M G H Part Number Size G H M Approx.Wt.(Lbs.) 4213.007 314 27132 .1.19132 1-5116 .09 4213-010 1 13116 1-7/8 1-5/8 .18 REDUCING 900 ELBOW Socket x Socket H1 NMI G H, Part Number Size G G1 H H1 M M1 Approx.Wt Lbs. 4206-131 1X314 21/32 13/16 1-25132 1-13M6 1.19132 1-5116 11 7 SPEARS®MANUFACTURING COMPANY FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS SPEARSI] FEMALE SPRINKLER HEAD-ADAPTER Brass Thread Insert Style Socket x Fipt M --- M1 L Part Number Size L M M1 N Approx.Wt.(Lbs.) 4235-101 314112 1-7/8'� 1-13132 1-17/32 15/32 .19 4235-130 1x112 2-11/32 1-11/16 1-3116 5/8 .16 4235-131 1x3/4 2-5116 1-11116 1-3/8 17/32 A Not intended to convey or dispense water for human consumption through drinking or cooking Sofl'orque"m SR FEMALE SPRINKLER HEAD ADAPTER Gasket Sealed Special Reinforced Plastic Thread Style Socket x SR Fipt With Elastomer Seal.-Use NO Thread Sealant M 1 N Part Number Size L M M1 N Approx.M. 4235.101GSR. - 31402 2.5116 1-5116 1-3/8 31/32 .11 4235-130GSR 1x1/2 213132 1-19132' 1-3/8 31/32 .13 4235-131GSR 1x314 2-13132 1-5/8 1-23/32 1 .16 QuickTorqueTM SR FEMALE SPRINKLER HEAD ADAPTER Gasket Sealed Special Reinforced Plastic Thread Style Socket x SR Metal Fipt � With Elastomer Seal-Use NO Thread Sealant M ---- M1 Part Number Size L= M M1 N Approx.Wt.(Lbs.) 4235-1306MR 14/2 2-3/16 1.19/32 1-9116 15/16 .19 MADE IN THE U.S.A. 17 P.O. Box 3365 South El Monte, CA 91733' 626.444.0541 Fax 626.444.3887 www.Afcon.org - .2 �r�1�-k'frK ..!,.. ... . .. .. .. .. _ _ .: .. ,. _ ..FFF�"r,r✓�i.�...Y"P.Fx:%.'.'a:F't::: 510 CPVC - COPPER - STEEL HANGER. -' 510 YtonW SSE otm. 0 g-¢ 3/4 2.125 1 2.312 1 1/4 3.170 0 11/2 3A00 00 ' 2 1l2 4.320 O 3 5.320 SIZE-SYSTEM PIPE:3/4"thru 3" MATERIAL-Carbon Steel. :... . FINISH-Mil.Galvanized. � ' LISTING/APPROVAL- °@1°203-EX 4231- EX 2551 LZITED FUNCTION-Support horizontal piping:3/4"-3" CPVC-. Support horizontal piping:3/4"-2"Steel and Copper. Size 3/4"-2"provides listed vertical/lateral restraint and prevents upward movement of pipe that supplies a pendent sprinkler below a ceiling. . , Stabilize vertical piping. i " Hanger INSTALLATION- Per these instructions ji - including NFPA 13, 13R, 13D and CPVC manufacturers instructions. Install on horizontal or vertical mounting surface. FASTENERS- UL Listed per NFPA 13 i in WOOD: 3/4"-3"CPVC pipe-#905 screw-no pre-drill. a Stabilize-only 3/4"-2"Steel and Copper pipe- 1/4"xl1/2"lag bolt-no pre-drill. in STEEL-min. 18 GA. 3/4"-3"CPVC pipe- 1/4"or#14 Tek Screw. 3/4"-2" Steel and Copper pipe- 1/4"or#14 Tek Screw. FEATURES *Offset edge eliminates abrasion. *Retainer dimples secure hanger to pipe during installation. *Required AFCON#905 screw included-5/16"hex head. ORDERING-Part#and pipe size. CAN ALSO BE USED TO REPLACE-#500 Pipe Strap #520 Tin Strap Specific AFCONproducts arc exclusively designed to be compatible ONLY with othcrAFCONproductaineluding parts and fasteners,resulting in a listed sway brace,restrainer or hanger assembly. He advised the tbllowing warranty restriction will apply.DISCLAIMER-AFCONwill NOT warrant against the failure of its products when used in combination with other pmducta,parts or systems not manufactured or sold byAFCON.AFCON shall NOT be liable under any circumstances whatsoever for any director indhect,incidental or consequential damages of any]dad,including but not limited to loss of business or profit,when non-AFCONproducts have been,or are used. 1/12 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org 514 CPVC — COPPER #9os #906 • STEEL OFFSET HANGER SIZE-SYSTEM PIPE: 3/4"thru 3" • MATERIAL-Carbon Steel. FINISH-Mil.Galvanized.. LISTING/APPROVAL- `O"203-EX 4231',EX 2551 PATENT-No.6,648,278. FUNCTION- Support horizontal piping:3/4"-3" CPVC or Copper. • Support horizontal piping:3/4"-2"Steel. Size 3/4"-2"provides listed vertical/lateral restraint and prevents upward movement of pipe that supplies a pendent sprinkler below a ceiling. Stabilize vertical piping. INSTALLATION- Per these instructions including NFPA 13, 13R,13D and CPVC manufacturers instructions. Listed Restraint At tea°tnn,2"Install on horizontal or vertical mounting surface. Snap over pipe then squeeze strap back allowing pipe to slide freely. a— When #905 threads are exposed in wood,install#906 backing nut. FASTENERS-UL Listed per NFPA 13 WOOD-' 3/4"-3"CPVC pipe-#905 screw-no pre-drill. 3/4"-2"Copper pipe- 9905 screw- no pre-drill. 3/4"-2"Steel pipe- 1/4"xl 1/2"lag screw- no pre-drill. Thru 5/8"gypsum board-1/4"x 2"lag screw. STEEL-min. 18 GA.- 3/4"-T'CPVC pipe- 1/4"or#14 Tek Screw. 4 3/4".-2"Copper pipe- 1/4"or'#14 Tek Screw. �? 3/4"w-2" Steel pipe-1/4"or#14 Tek Screw. ° CONCRETE:Required minimumload each fastener 5(wt +2501 s. 2 Q FEATURES 44 * 1 1/2"Offset-loose fit allows pipe to slide. a= . VListed Restraint *3/4_:.'.and,a",.;pipe size made..witli.common.,center-line.:,;_,'.,; j ; , a/a°tnn,z *Patented design for superior strength. *Offset edge eliminates abrasion'. *AFCON#905 screw included-5/16"hex head. ORDERING-Part#and pipe size. AFCON#906 backing nut sold separately. Specific AFCONproducts are exclusively designed to be compatible ONLY with other AFCONpmducts including paM and fasteners,resulting in a listed sway brace,restrainer or hanger assembly. Be advised the following warranty restriction will apply.DISCLAIMER=AFCON will NOT warrant against the failure of its products when used in combination with other products,parts or systems not manufactured or sold by AFCON.AFCON shall NOT be liable trader any circumstances whatsoever for any direct or indirect,incidental or consequential damages of any Idnd,including but not limited to loss of business or profit when non AFCONproducts have been,or am used 9/08 o� P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org . ry 511 CPVC - COPPER SIDE MOUNT HANGER Side View-For . . . .. Ihawings Below SIZE-SYSTEM PIPE:3/4"thru 2" MATERIAL-Carbon Steel. FINISH-Mil.Galvanized. LISTING/APPROVAL- `,a Feu`203-EX 4231,EX 2551 FUNCTION- Support horizontal piping-CPVC or Copper. . Stabilize vertical piping. INSTALLATION-Per these instructions Hanger-Wood Stud including NFPA 13, 13R, 13D and CPVC manufacturers instructions. Install on vertical mounting surface. FASTENERS-UL Listed per NFPA 13. in WOOD: 3/411-2"CPVC pipe-#905 screw- no pre-drill. 3/4"-2"Copper pipe-#905 screw- no pre-drill. in STEEL-min. 18 GA: 3/4"-2"CPVC pipe- 1/4"or#14 Tek Screw. 3/4"-2"Copper pipe- 1/4"or#14 Tek Screw. >` �.• ,9 FEATURES *Offset edge eliminates abrasion. , *Retainer dimples secure hanger to pipe during installation. *Required AFCON#905 screw included-5/16"hex head. ORDERING-Part#and pipe size. Hanger-Metal Stud Specific AFCONproducts are exclusively designed to be compatible ONLY with otherAFCONpcoduets including parts and fasteners,resulting in a listed sway brace,restrainer or hanger assembly. Be advised the following warranty restriction will apply.DISCLAIMER-AFCONwilI NOT warrant against the f tilum of its products when used in combination with other products,parts or systems not manufactured or sold by AFCON.AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect,incidental or consequential damages of any kind,including but not limited to loss of business or profit,when non AFCONproducts have been,or art:used. 9/08 FlameGuard° CPVC FIRE SPRINKLER PIPING PRODUCTS SPERRS SOCKET DIMENSIONS SCH 40 ASTM F438 C SCH 80 ASTM F439 A Size- .. Socket Socket SCH 40 Minimum SCH 80 Minimum Entrance A Bottom B Tolerance Socket Length C Socket Length C 3/4 "'. 1.058 1.046 t,004 .719 1.000 1 1.325, 1.130 t.005 -875 1.125 1-1/4 1.670 1.655 t.005 938 1.250 11/2 1.912 1.894 t.006 1.094 1.375 2 2.387 2.369' t,005 1.156 .1.500 2-1/2 2.889 2.868 t.007 1.750 1.750 3 3.516 3.492 f.008 1.875 1.875 TEE Socket x Socket x Socket I . M - -L - " L G-►I Part Number" Size :• G-. H L M Approx.Wt (Lbs.) 4201-007 314 9116 1-112. 2-31132 1-5/16 .11 4201-010 1 718 1-13116 : 3-5/8 1=518 .20 4201-012 1-1/4 15132 2-3132 4-7/32 2 .29 4201.015 1-1/2 1-5132 2-9116 5-3132 2-11/32 .54 4201-020 ,; 2 "1-13132 2-15116 5-7/8 2-7/8 .86 4201.025 2-1/2 1-23132 3412 7 3-15132 1.62 4201.030 3 2-1/16. 3-31132 7-15116 4-5132 2.53 REDUCING TEE M1 , Socket x Socket x Socket H1 M I M2 T G1 G G2 L , Part Size G G7 G2 H 1-117 H2 L M M1 M2 Approx. Number WL(Lbs.) 4201-102 314x314x1 314 314 314 1-11/16 1-25/32 1-11116 3-13/32 1-5/16 1-21132 1-5116 .13 4201-125 10404 23132 7/8 23132 1-25132 1-13116 1-21132 3-7/16 1-19/32 1-11/32 1-5116 .16 4201-126 104x1 23/32 23132 314 1.27/32 1-27132 1-3/4 3-19132 1-5/8 1-5/8 1-5/16 .17 4201-131 1004 11/16 13116 11116. 1-13116 1-13/16 1-13116 3-5/8 1-5/0 1-5/16 1-5/8 .17 4201-157 1-114x104 11/16 1-1/32 11/16 1-15116 2-1132 1-13/16 .3-25132 2-3132 1-13/32 1-23132 .32 MADE IN THE U.S.A. 2 f FlameGuard° CPVC FIRE, SPRINKLER PRODUCTS 2 0215 Complete System of Pipe, Fittings & Solvent Cement Corrosion Resistant • Superior Flow • Ease of Installation Spears®FlameGuard°CPVC Fire Sprinkler Products provide a cost effective alternative to metal systems with advantages of high corrosion resistance,improved system hydraulics,ease of installation and quick assembly with common tools. s CPVC Fire Sprinkler Systems k' are based on proven products �• that have been in continuous " service for over 40 years. Spears' FlameGuard° " products are approved by UL ,FMO Global,LPCB and Certified by NSF International for potable water use. . ... . ..... Check local codes for restrictions and limitations. ,._ Corrosion Resistant CPVC Material Does Not Easy Installation for Lower Costs Sustain Biological.Growth.,_;,,,...:,,._,,: ;..,,:. ., ;,;,,;, ,,;,,, ,,rY F1a1t1eGuard°.CPVC.system..installations,.w_ .,_.., Unlike metal systems, FlameGuard°CPVC significantly reduce costs over conventional metal products never rust,scale or pit and do not sustain piping by virtually eliminating prefabrication. biological growth-a cause of Microbiologically Systems can be fully installed on site using solvent Influenced Corrosion(MIC)which can destroy metal cement joining methods. fire sprinkler systems from the inside out. UL®Listed for U.S. and Canada in Superior Flow Characteristics for Lower NFPA 13, 13R& 13D Systems Friction Losses FlameGuard°CPVC Fire Sprinkler Products The smooth-wall interior surfaces of FlameGuard° are UL®listed for U.S. and Canada applications CPVC systems result in reduced friction loss over for Light Hazard occupancies as defined in NFPA metal systems. The design flow characteristics remain .13,Residential occupancies up to and including, constant throughout the life of the product because 4-stories as defined in NFPA 13R, and Residential there is no interior corrosion in the system due to occupancies for one and two family dwellings and microbiological activity. manufactured homes as defined in NFPA 13D.Consult Spears®FlameGuard°CPVC Fire Sprinkler Pressure Rated to 175 psi(1200kpa) @ 150OF Products Installation Instructions and NFPA Standards (65°C) for additional applications including air plenum, FlameGuard®CPVC Products are produced in system risers,concealed, exposed, underground, combinations of Schedule 40 and Schedule 80 Fitting combustable attic, garage,basement and low configurations con-forming to ASTM F 438 or F 439 pressure dry piping installations. standards and FlameGuard°SDR 13.5 CPVC Fire Sprinkler Pipe conforming to ASTM F 442 standards. Full Limited Lifetime Warranty UL® and FMB' Rated working pressure is 175 psi FlameGuard° CPVC Fire Sprinkler Products (1200kpa)@ 150°F(65°C)(LPCB rated to 120T) carry a limited lifetime warranty against defects (490C). in material or workmanship. Consult Spears® warranty,for additional details. G, cu. Progressive Products From Spears®.Innovation & Technology :LPCB a Visit our website at www.spearsmfg.com �" Spears® FlameGuard®. . . The Leader in Innovative CPVC Fire Sprinkler System Products Pioneer in Molded-in Metal Insert Head Adapters Patent No.5,437,481 4 ' Spears®pioneered the development of the FlameGuard°molded-in-place , y , metal thread insert for connection of sprinkler heads to-CPVC fire sprinkler ;£" ",,; systems,plus Metal FIPT threaded female adapters for metal-to-plastic transitions. F } Developed the Special Reinforced (SR) Head Adapters Patent No.5,582,439 Spears" FlameGuard®continuous improvement program developed the = rv . technology to produce a superior patentedaplastic threaded fitting=the Special Reinforced SR Design.,This unique design incorporates a patented thermoplastic compression process thafequalizes stresses generated by tapered thread joint make-up. All CPVC plastic body and threads provide a more Ma. uniform construction and improved corrosion resistance. Lead Free Revolutionary Gasket Sealed Head Adapter Choices - Patent No. 5,582,439 •Requires NO Thread Sealants •Eliminates Stress •Prevents Over Tightening;. •Provides Easy Frame Alignment Mai Spears®revolutionary Gasket Sealed Head Adapters feature an elastomer gasket seal at the-base of the threads. The gasket seal allows a modified TorqueSafeTM,SofTorqueTM thread design that eliminates radial stress and associated problems typical QuickTorquelm Fittings Lead Free with tapered,thread joint makeup. Choose from TorqueSafeTM design with rotating brass thread insert, SofTorquerm design with Special Reinforced (SR)plastic threads and compressible gasket or new Quick TorqueTM with ;! similar features plus brass threads. Full Assortment of Specialty Products&Fitting Configurations Spears"FlarlieGuaW products provide the specialty fittings needed in today's fire sprinkler systems.The NEW GripLocTM Push-on Coupling and GripLocTM Repair Coupling for quick no-cement repairs;the Adjustable Drop Nipple for GripLocTM Push-on 8�Repair fine-tuning to finished ceiling height;and Ringed Head Adapter for ease of Couplings Lead Free locating during installation..Plus a full assortment of fittings including Grooved Coupling Adapters,Unions and Flanges sizes 3/4"through 3 �4 Complete Size Range of CPVC Pipe r p Spears"FlameGuard®CPVC Fire Sprinkler Pipe is available _ in sizes 3/4"to 3'; and conforms to ASTM F 442 standard for SDR 13.5 CPVC pipe. - Spears® Solvent Cements& ThreadSealant Fla meGuardOproducts should be installed-using Spears®FS-5 One-Step Solvent Cement.For threaded joints, use Spears®BLUE 75'Thread Sealant;that.1i been tested-for compatibility with FlameGuard°CPVC Fire Sprinkler Products. Spears®TorqueSafeTM Gasket Sealed Adapter requires no sealant. Consult sprinkler head manufacturer prior to use. "hlistall tip n'`hTra ng Ava l `Spears -6dfi I'Services for Details FlameGuard®Products must be installed in accordance with Spears*CPVC Fire Sprinkler Piping Products Installation Instructions, National Fire Protection Association Standards 13,13R, 131),and in accorce with local codes.Code requirements and field conditions may differ. It is the responsibility of the installing contractor to insure-that I th I e product is suitable to meet these requirements. SPEARS® MANUFACTURING COMPANY[I ¢ ` D a 7s; CORPORATE OFFICE 15853 Olden St.,Sylmar,CA 91342•'PO Box 9203,Sylmar,CA 91392 _.._ (818)364-1611 •www.spearsmfg.com P • ©Copyright 2015 Spears"Manufacturing Company. All Rights Reserved.Printed in the United States of America 02115. FG-2-0215 SPEAKS FlameGuard° CPVC FIRE SPRINKLER PIPING PRODUCTS _ .. - ..a.• .o:'.�,i��°ti�'...w"F2ri�'-ri`v`�„s_p�"''.''dr.lk�"?+s3dSJ:�'F".- _ `t. s`htT�'�n`,'.�.�:'..zi�sa�e:+;;.:�_e:;� .'.._., 22-1/20 STREET ELBOW Spigot x Socket M1 H7 J1 H j r►I-PIPE O.D. Part Number Size H H1 J J1 M1 Approx.Wt.(Lbs.) 4242-007 3/4 1-1/4 1-112 114 1/2 1-3/8 .08 4242-010 1 1-7/16 1-11132 5116 7/32 1-23/32 .14 4242-012 1-1/4 1-9/16 1-25132 17/32 11116 2-1116 .21 4242-015 1-1/2 1-13132 1-23132 1/2 11/32 2-11/32 .28 4242-020 2 1-29/32 2-1/8 7132 5/8 2-7/8 .42 4242-025 2-1/2 2-118 2-1/4 13/32 1/2 3-1/2 .68 4242-030 3 2-13132 2-13132 1 9/16 1 17/32 1 4-5/32 1 .99 45'.ELBOW Socket x Socket fI I - I•-M Part Number Size H J M Approx.WL(Lbs j 4217-007 3/4 1-5/16 5/16 1-5116 .07 4217-010 1 1-13/32 318 1-5/8 .11 4217.012 1-1/4 1-5/8 3/8 2-5132 .21 4217-015 1-1/2 1-27132 15132 2-11/32 .32 4217-020 2 2-1/8 21132. •• 2-7/8 .48 4217-025 2-1/2 2-17/32 3/4 3-1/2 .88 4217.030 13 1 2-29/32 29/32 14-5/32 1.17 10 SPEARS®MANUFACTURING COMPANY MODELRESIDENTIAL SHUT-OFF VALVE rapidresponseo� RESIDENTIAL FIRE SPIiINKLER SYSTEM /t For Use in`Systems Designed to NFPA 13R and NFPA 13D NSF-61 Annex G Approved, and UL and C-UL Listed Offered in Both 1-Inch and Sizes 2-Inch c •.:��;:� ::;.�� .;4;. •,.,„yam :'�j 4,4��.:s. ;^�?:% 'i.�,�. :',�'%,..�`�++. Features & Benefits' The Model RSV-1 Residential Additionally, the Model RSV-1 Shut-off Valve is designed for -Valve provides a dual-purpose Can be Used in Conjunction use. in dual-purpose residen- system without adding the do- with Baakflow Preventers tial water supply systems. After ` mestic flow demand to the fire sprinkler operation, the Model sprinkler system flow demand, Potential Cost Offsets of RSV-1 Valve automatically diverts which is required by NFPA 13R. Reduced Pipe Size- . -the available water supply to the P " fire sprinkler system. The Model RSV-1 Valve also auto- matically resets,thereby eliminat- // Eliminate the Need for ing the need for valve disassem- Electrically Operated Solenoid .> bly'after a fire sprinkler system Valves test or activation. Built-in Check Valve Eliminates the Need or a Separate Check Y',.. Airai I,a'bVaIve on the Fire Sprinkler IeNSizes�� l�tch O-MS'ad�2 Inch:. DN50�` -,n. '.pi:`n ,:RA:,, Xi5•'%,::;': .';:�z >:.X::;•�,ii, System y ;<: z,, <= '<,.' : z, :: •.' , Flexibilitywith Existing ; ,,,,;,, - w; > .y;K�,,::., ,..� .:�=;,�.: �' g Sleeve a ri'd D.ifferen. ial:Rin"::are, • Water e.=Glas Supplies Retrofit lie in R tr fi t S" en iced�Piil�- '} e'iii "lens<QX�ie:. Yp. ,Y. Applications and Developed <. ".Lots <•` µ.hp i .•Ve -4 Pi stciri'S va i Screws ar+e SC i e,9 a riff e, r-3•C' aP. s'Br ss n :'O.=Rin�"'s0;;1he 1`rAbilit to Mitigate Local BRequirements Based on m�u m•.P`es, sc�re.. :75 v :r Mandated Domestic Load and i•Yy ... ,.i, •:%•,it..,;i;"•.�, Hydraulic f ''Part<Numbers. ,;>. ::.. : :..::;,:.. ; ;F:;::., ' Safety Factors " r'r„ ...;..�: ', ' ,.; .?.._ �;:• ;� } Thread`'-P/N�52=�40='t�0t11:.>; �:-:�' ' alve';1Q,N5Q}`;`NF!7''Coreatl'.PItV:5,2�54ti=1»Q02 -::...,, tq �O Fire Protection Products rz�A�ktfi I Flu • •J UIMb tact your local di'stributortbr availability. When placing an order, indicate the,full pr6duct name. T r,.+..•FIRE FIRE "SPRIh1KLtR PISTON PISTON SPRINKLER PORT rk , ASSEMBLY. ASSEMBLY r°` �; ',is PORT ._ _ :t.... .. >. _.,'i.'.+, - '7j5F.•f•,M1:"•w'iZ.'i> 'r.29r:i - N.. N:v=. 4 FIRE NO�. ..,..�=.' __ x� FLOW., SPRINKLER FIRE `'rµ' SPRINKLER " SEAT SPRINKLER ss Fa. FLOW SEAT i 4'j PASSAGE � x ,. etl DOMESTIC PORT ...: FLOW TO DOMESTIC h m �sc8= • E e{'i ' DOMESTIC " �` -'°-�r��,. �' � DOMESTIC w • � FLOW `,;„;` DOMESTIC SEAT _,^ - i"'. DOMESTIC PASSAGE ° «' SEAT ,_"" `; ,'."- PORT SUPPLY SUPPLY PORT .. PORT SUPPLY SUPPLY STANDBY—FLOW TO DOMESTIC SYSTEM OPERATED—FLOW TO FIRE SPRINKLER SYSTEM MODEL RSV-1 VALVE STANDBYAND OPERATED POSITIONS -2 INCH VALVE- FIRE SPRINKLER AUTOMATIC FIRE SPRINKLERS SYSTEM PRESSURE GAUGE DRAIN AND FLOW WATERFLOW ►, DETECTORTEST CONNECTION (FIRE ALARM) ALARM TEST ►� CONNECTION MODELDOMESTIC RESIDENTIAL SHUT-OFF VALVE SYSTEM ►s DOMESTICWATER SUPPLY / WATER MAINQCONTROL GATE N VALVE VALVE METER L .. CO TROL VALVE SUPPLY PRESSURE �7 ►� ►► GAUGE WATER SUPPLY BACKFLQW PREVENTER AS REQUIRED BY/ AUTHORITY HAVING JURISDICTION WATER SUPPLY MAIN MODEL RSV-1 VALVE TYPICAL RESIDENTIAL INSTALLATION Always refer to the Technical Data Sheet TFP980 for complete description of all Listing criteria,design parameters,installation instructions,care and maintenance guidelines,and our limited warranty. Tyco Fire Protection Products Technical Services-Phone:800-381-9312 www.Tyco-Fi re.co m Fax:800-791-5500 All brand names,product narnes ortraderearks belong to their respective owners.Tyco Fire Protection Products reserves the right TF-2013004 to change product design and specifications without notice.Copyright®2013 Tyco Fire Products LP.All rights reserved t Worldwide www.tyco-fiire.com CO® Contacts LFP® .Antifreeze Agency Listed Solution for Fire Sprinkler Systems General Typical e Description Properties Po µ = LFP®Antifreeze is a pre-mixed freeze Appearance . `' } -protection solution designed and, ..; Liquid,colorless •:.:, y . . listed for use in wet sprinkler systems. Freeze Point ` The solution is designed for systems subject to freezing temperatures that -1'3 F(-25 C) can cause damage to equipment or Note:Freeze point is the temperature at impede the-proper function, of the which crystallization begins. system. The solution has been devel- 'Density oped to meet the requirements of •• .See Table E UL 2901 for compliance to the 2019 editions of NFPA 13 13R 13D and the` pH 2017 edition of NFPA 25. LFP® Antifreeze remains in a liquid Conductivity state at temperatures as low as •1000-1400 NS/cm Compatibility -10°F(-23,3°C). Upon operation of the Refractive Index sprinklers during a fire event,the solu- See Table C The following materials are compatible tion immediately discharges from the with LFP®Antifreeze: sprinklers and is followed by water from Specific Gravity the water supply.Use of the solution in See Table C • Steel piping(not galvanized) sprinkler systems eliminates the deliv- Viscosity • Brass materials ery delay times associated with dry See Table D • Stainless steel piping pipe systems. -Pour Point, • Black steel Allowable Temperature Range 16.6t(-27°C) • Copper Minimum use temperature: • Bronze -10OF(-23,3°C) 7rechnical • Cast iron Maximum use temperature: • CPVC 150°F(65°C) Data . PEx Fire Performance Approvals • EPDM LFP® Antifreeze has been tested UL Listed • Natural rubber for exposure to fire and fire fighting UL Certified •.Nitrile rubber(BUNA-N) effectiveness. FBCT""sSystem Compatible • Styrene-butadiene rubber(SBR) Safe Handling Procedures Note:FBC'System Compatible indicates . Fusion bonded epoxy coated ductile LFP®Antifreeze has been formulated. that this product has been tested,and is iron to reduce risks to humans and the envi= monitored on an.onping basis,to assure ronment.Gloves and eye protection are its chemical compatibility with Flow®uard , recommended when handlingLFP® ' and fittings. ings.Blaz FBC',®and Guard pipe and fittings. FBC , Flow®ward Gold®, For use with other materials, contact Antifreeze.For additional product infor- BlazeMaster®and Corzan are licensed Technical Services. mation and Safety Data Sheet,refer to trademarks of The Lubrizol Corporation or www. co-flre.com. its affiliates. �,. When transitioning between dissimi- lar metallic piping materials,the use of dielectric,unions should be taken into consideration. IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Page 1 of 6 FEBRUARY 2019 TF01680 TFP1680 Page 2 of 6 , ; Temperature Change Initial 20°F(-7°C) 40°F(4'C). 60°F(16'C 80'F 27°C) 100'F 38"C . 120°F(49"C�,p140°F 60°C) 160°F(71°C)- Fluid;Volume, gel(L) .. Approximate Fluid Expansion/Contraction gal(L) 25(95) 0.2(0,8) 0.4(1,5) 0.6(2,3) 0.8(3,0) 1.0(3,8) 1.2(4,5) 1.4(5,3) 1.6(6,1) 50(189) 0.4(1,5) 0.8(3,0) 1.1(4,2) 1.5(5,7) 1.9 V,2) 2.3(8,7) 2.8.(10,6) 3.2(12,1) 75(284) 0.6(2,3) 1.1 (4,2) 1.7(6,4) 2.3(8,7) 2.9(11,0) 3.5(13,2) 4.1 (15,5) 4.8(18,2) 100(379) 0.8(3,0) 1.5(5,7) 2.3(8,7) 3.1 (11,7) 8.9(14,8) 4.7(17,8) 5.5(20,8) 6.4(24,2) 150(568) 1.1 (4,2) 2.3(8,7) 3.4(12,9) 4.6(17,4) 5.8(22,0) 7.0(26,5) 8.3(31,4) 9.5(36,0) 200(757) 1.5(5,7) 3.0(11,4) 4.6(17,4) 6.2(23,5) 7.8(29,5) 9.4(35,6) 11.0(41,6) 12.7(48,1) 250(946) 1.9(7,2) 3.8(14,4) 5.7(21,6) 7.7(29,1) 9.7(36,7) 11.7(42,3) 13.8(52,2) 15.9(60,2) 300(1136) 2.3(8,7) 4.6(17,4) 6.9(26,1) 9.2(34,8) 11.6(44,0) 14.1 (53,4) 16.6(62,8) 19.1 (72,3) NOTES • Interpolation and extrapolation can be calculated for values outside temperatures and volumes listed in Table A. • For examples on calculating fluid expansion and contraction,see the sections titled Expansion Example and Contraction Example,respectively. TABLE A LFP®ANTIFREEZE EXPANSION Approximate Gallons of Fluid/100 ft Tubing Size Steel Schedule PEX CPVC Copper Pipe 40 Pipe Tube Pipe Type L 1/2 in. 1 1.5' 3/4 in.. 1.2 1 in. 4.5 3 5 4.5 1 1/4 in. 8 4.5 8 6.5 1 1/2 in. 11 6.5 10.5 9.5 2 in. 17.5 11 16.5 16.0 21/2 in. 25 24.0 25 3 in. 38.5 36.5 4 in. 66.5 NOTES • Values are approximate. TABLE B LFP®ANTIFREEZE PIPE FILL Concentra- Temperature Viscosity, Density tion Specific Refractive .°F,(°.C), Centipolse Temperature Gravity of LFP z at 77°F Index at) -10(-23,3) 86.7 OF(°C) s Antifreeze (25°C) (25°C) lb/gal kg/m Ib/ft3' °�° 36(2,-2) 12.8 -10(-23,3) 9.7 1160.2 72.4 " 100 1.122-1.129 1.3960-1.3995 70(21,1) 6.0 77(25) 9.4 1129 70.3 TABLE C 120(48,9) 2.6 ACCEPTABLE PROPERTY 150(65) 9.1, 1093.1 68.2 RANGES OF 150(65,6) 2.3 LFP®ANTIFREEZE FOR NO -TABLED " , ,;;,,,,:,� ., This column is used in the k-factor equation . MINIMUM USE TEMPERATURE LFP®ANTIFREEZE provided In the Hydraulic Calculations section. -70°F(-23,3°C) VISCOS/TYACROSS TABLE E TEMPERATURE RANGES LFP®ANTIFREEZE DENSITY TFP168O Page 3 of 6 Design •® Fluid Contraction and Expansion LFI 'Antifreeze is not listed for use in Fluids expand and contract When exposed to changes in temperatures, Criteria protecting extra hazard occupancies, resulting in changes in fluid density. ® -flammable liquids, or use with ESFR Thermal expansion shall be taken into LFP Antifreeze is a solution spe- sprinklers. p cifically tested and listed by UL for:.. account when designing or retrofitting use within the strict parameters and" Use of LFP®Antifreeze shall be limited a sprinkler system that will use LFP® requirements in this Technical Data to 40 gal in concealed space and attic Antifreeze by use of an expansion tank. 'Sheet. occupancies. Table A shows the thermal expansion All fire rotection s tems shall conform. Hydraulic Calculations or contraction of the solution at system p Ys ent temperatures in sprinkler systemem to state,local,and NFPA requirements For systems greater than volumes, using the equation for sizing if employing the use of LFP®Antifreeze.: 40 gal '(151 L), pipe sizing shall be the expansion chamber due to thermal. determined using the TYCO Sprink- ex ansion in NFPA 13. Layout and Design Calc Hydraulic Program and/or the p Flow rates, pipe sizing, sprinkler Darcy-Weisbach and Hazen Williams These values and the NFPA 13, 13R, spacing,hanging methods,and system methods. Because of the density of and 13D Standards for the Installation design must be-in accordance with LFP®Antifreeze, the k factor must be of Sprinkler Systems can be used by NFPA 13; 13R, and 13D. Fire sprin adjusted and the friction loss must be the installer to determine the proper kler systems utilizing LFP®Antifreeze considered in the-system design. The expansion or contraction arrangement shall meet the system size limitations flowing pressures are to be based upon of a sprinkler system containing LFP® as follows: a k-factor calculated using the follow- =Antifreeze. NFPA 13D ing'equation: Expansion Example No limitations on sprinkler system A - sprinkler system containing volume. Antifreeze shall only be used KA=7.94Kw 50 gal(189 Qof LFP®Antifreeze is sub- in above-ground piping. jected to an environmental temperature KA=sprinider k-factor discharging the -18°C NFPA 13R-Occupancies with antifreeze solution of 0°F( )in the winter months and Dwelling Y Kw=sprinkler K-factor discharging Units Only an increase of system temperature to No limitations on sprinkler system �. water 100°F(38°C)in the summer months,or a temperature change of 100°F(38°C). volume in buildings only containing *YA=density of the antifreeze solution This results in fluid expansion of dwellings.Antifreeze shall only be used at the temperature used for testing in approximately 2 gal Le in above-ground piping. lb/ft9 NFPA 13R-Mixed Use Occupancies Contraction Example Where buildings contain mixed use Note:See Table E for density in 61W. A sprinkler system containing occupancies that are fed by a single 300 gal (1136 L) of LFP®Antifreeze is Minimum Design Pressure subjected to an environmental tem- sprinkler system,the system size shall The minimum design pressure of the erature of 70°F 21°C with a later be limited to d.0 gal (151 Q. Where an p ( ) antifreeze sprinkler system feeds sole) sprinkler system must be the minimum decrease in system temperature dwelling units,the system size has no required pressure for the sprinklers ' to -10°F (-230C), or a temperature limitations. Antifreeze shall only be used.- change of 80°F(270C). This results in used in above-ground piping. Where Flui&Sampling Valve Connection a fluid contraction of approximately an antifreeze sprinkler system feeds The riser must be installed in an area 9.2 gal(35 Q. non-dwelling units,it shall be limited to not subject to freezing with a minimum Expansion Tank 40 gal(151 Q.If future building renova- temperature of 40°F(40C).A fluid sam- Reference NFPA 13 for guidance on the tions result in occupancy classification pling valve connection must be located addition of expansion tanks in new and changes,a fire sprinkler system evalu- at the top of each system riser. The existing systems.Vessel sizing should ation must be performed to determine sampling valves should be located be based on the anticipated operat- if any changes are required for the use for ease of access to the valve by ing conditions the system will experi- of antifreeze. contractors. ence and the corresponding expansion NFPA 13 The sampling connection will facilitate values in Table A. Buildings with- occupancy classlfi implementing the service requirements An expansion tank is highly recom- cations of Light Hazard and Ordi- outlined in the Care and Maintenance 'mended for all systems(including exist- nary Hazard Group .1 and 2 are section. ing).Without an expansion tank there is limited to a sprinkler system volume potential for water to enter the system of 40 gal (151 Q. Storage applica- which can alter the performance of tions using non-ESFR sprinklers are LFP®Antifreeze. limited to a sprinkler system volume of a.��o �•,,,; M:,.: ....:.....::.:: ... . : . ,::.Y... ... Reference NFPA 13, System Require- ments of Antifreeze Systems'for alter- nate methods. TFP168O .Page 4 of 6 0 Installation Storing or carrying the antifreeze solu- Storing or carrying the antifreeze solu- tion in any container other.than the tion in an container other than the LFP®Antifreeze is pre-mixed at the and redu6' `the functional life of the and reduce the functional life of the factory per NFPA 13, 13R, 13D. Do solution. solution. not dilute LFP 'Antifreeze with water. S. Fill the system with LFP®Antifreeze. 5. Fill the system with LFP®Antifreeze. Diluting with water or other constitu- The use of a pump with a.backflow For LFP® Antifreeze-to work cor- ents in the field can adversely impact preventer and pressure capabili- rattly, purge as much air as pos- the properties and performances the ties to get the system to the sup- sible from the system. Accelerat- tion on.The functional life the useolu- ply pressure is recommended. For ed corrosion may occur where air env may n impacted ns the end use LFP® Antifreeze to work correctly, pockets exist in the system. 'environmental conditions. It is recom- as much air as possible from mended to only use antifreeze in closed purge p 6. After filling the system with LFP® systems as oxygen can contribute to an the system. Accelerated corrosion Antifreeze,test the system again to may occur where air pockets exist increased rate of corrosion. in the system: verify the solution has not been di- New Systems luted with remaining liquids in the Use the following guidelines when pre- 6. After filling the system.with LFP®` system. Take samples of the•solu- paring anew sprinkler system for LFP® Antifreeze, test the system to veri-- -tion from a high and low point in the Antifreeze installation: fy the solution has not been diluted. system. The test results from the Take samples of the solution from samples shall be the same before 1. Make certain the system has been a high and,low point in the system. - and after installation for the instal- outfitted with air vent valve(s) and The test results.from the samples lation to be successful. fluid sampling valve connections shall be the same before and after System Tag per the plans provided by the sys- installation for'the installation to be A system tag must be present on an tam designer. The upper sampling successful. antifreeze system main valve identify- valve(s) should be easily accessi- Existing Systems ing the following: ble by contractors.The drain valves Use the following guidelines when pre- should be located and oriented in a paring an existing sprinkler system for Type and manufacturer of the anti- way that allows a variety of connec- LFP®Antifreeze installation: freeze solution used tions with ease. • Volume of antifreeze used 2.'The system should be air-tight to Anspect:,all!sprinklers for•mechani-.Z,*;,�:.:;;--, a prevent leakage. cal damage, corrosion, and evi- Percent concentration by volume of dence of leakage. If any of these antifreeze used 3. Use water to conduct a complete conditions are present, replace the If using LFP®Antifreeze, the percent flush of branch lines and mains to sprinkler per NFPA 25. concentration by volume would .be prevent potential risks of contami- 2, The system should be air-tight to. 100% since it is a pre-mixed solu- nants. Perform a pressure test per prevent leakage. Air vents are rec- tion. A tag for inspection, testing, NFPA 13, 13R, 13D, to ensure no ommended to reduce the oxygen in and maintenance can also be hung leakage is present.Loss can be de- the system.; ,. at the system riser to record annual termined by drop in gauge pressure testing data.Tag design is available on or visual leakage. The water shall 3. Use water to,conduct.a complete www tyco-fire.com. be completely removed from the flush of branch lines and mains'to system prior to, introducing LFP® prevent potential risks of contami-:. Storage Antifreeze to the system. nants.The water shall be complete-, Store the product in original con- 4. Prior to filling the system with LFP® ly removed from the system prior to tainer- and at a temperature introducing I " Antifreeze to the between 40°F (4,4°C) minimum and Antifreeze, use an appropriate re- system., .90°F (32,2°C) maximum. Do-not, mix fractometer and/or hydrometer to ® the product with other liquids.Eye and test the solution to demonstrate 4. Prior to filling the system with LFP.. . , hand protection are recommended compliance to property ranges•in Antifreeze, use an appropriate;re- when handling the antifreeze solution. Table C. A detailed description of fractometer and/or hydrometer'to an appropriate hydrometer or re test the LFP®Antifreeze to demon fractometer can be found in the strata compliance to.property rang- `• sections titled Using a Hydrometer es in Table C.A detailed description and Using a Refractometer,respec- of an appropriate hydrometer or_re- tively.If the solution is discolored or fractometer can be found in:the the'container has dirt present,con- sections titled Using a Hydrometer',. tact Customer Services. and Using a Refractometer,respec- tively.If the solution is discolored or the-container has dirt tact Customer Services.. TFP168O Page 5 of 6 Aare and 3. Discharge a 1/2 gal (2 L) of fluid 3. Discharge a 1/2 gal (2 L) cif,fluid V from the fluid sampling valve con- from the fluid sampling valve'con- nection. Collect'and seal the sam- nection. Collect and seal the sam- MainfenanCe pie in a clean and dry 3/4 gal (3 L) pie in a clean and dry 3/4 gal (3 L) The sprinkler system owner'is respon or larger container.Allow the sam- or larger container. sible for the inspection, testing, and „ pie to warm until it reaches the min- 4. To measure the refractive index, maintenance of their fire protection :' !mum temperature in Table C.' use a digital refractometer that is system and devices in compliance :4. Once the solution reaches the mini- temperature compensating. Fill the with this document,as well as with the, _ ' mum temperature, fill.the 500 ml well in,the refractometer with solu- applicable NFPA standards,in addition calibrated cylinder with the solu- tion and shut the cover. Note the to the standards of any authority having tion and gently Insert the hydrom- refractive index as shown on the jurisdiction.Contact the installing con-'. eter into the cylinder to allow it to refractometer. tractor or product manufacturer with ` float. Fluid may-be added to the 5. Verify the refractive index falls with- any questions. cylinder until the hydrometer is in the acceptable range listed in Ta- it is recommended that automatic floating.Note the specific gravity as ble C. If the test results for all the ;'�shown on the hydrometer. Check sprinkler 'antifreeze systems be samples are within the acceptable the temperature using an appropri- inspected,tested,and maintained by a ranges,the inspection is complete. qualified inspection;.testing,and main- ate thermometer tenance service. S. Verify the specific gravity falls with- 6. If the test results from any of the in the acceptable range listed in Ta- samples fall outside of the accept- Ruid Test ble C: If the test results for all the able ranges, drain out the system,, ,samples are within the acceptable and pump in new LFP®Antifreeze. At least once'a year, an inspection, �testing;and maintenance service shall ranges,the inspection is complete. Take samples and test again. If thesamples continue to fall outside of take a measurement of the specific 6. If the test results from any of the the acceptable specifications, then gravity or refractive index of the fluid in sampl&- fall outside of the accept- the system shall be emptied and the LFP®Antifreeze system. The fluid : able,ranges, drain out the system, vacuumed clean of any remaining must be replaced if either property and pump in new LFP®'Antifreeze. fluid. Recharge the system per the deviates from that originally supplied Take samples and test again.'If the Existing System Installation sec- within the allowed tolerance,as speci- samples continue to fall outside of tion. If the samples fall within the fled in Table C. the,,acceptable specifications, then acceptable range, top off the sys- A detailed description of an appropri- the system shall be emptied and tem to replace the liquid removed ate hydrometer or refractometer can' vacuumed clean of.any remaining for the samples. be found in the sections titled Using a fluid. Recharge the system per the Hydrometer and Using a Refractometer, Existing System Installation sec- respectively.A recommended hydrom- tion. If the samples fall within the titer,refractometer and accessories are. acceptable range, top off the sys- Contaminants or other foreign materials available for purchase, as listed in the tem to replace the liquid removed Within a sprinkler system may adversely impact the properties and performance for the samples.Ordering Procedure section. p of LFP®Antifreeze.See the Installation It is required to have test equipment Using a Refractometer section for instructions on flushing and calibrated annually to reduce the risk of 1:'.Ensure that your refractometer is recharging the system if the solution incorrect test results.Two test methods "'temperature compensating and falls outside of the acceptable range are acceptable per NFPA 25,and either; that it measures refractive index. since the last inspection. may be used to verify that the anti- The range of refractive index mea- freeze Is within the specification limits. surements should cover the ac- ceptable refractive index range list- Use-of LFP®Antifreeze shall be in con- 9 y ed in Table C and the refractometer 1. Ensure that your hydrometer mea- should have increments of at most formance with all state and local health sures specific gravity. The range 0.0001. and.environmental regulations for the of specific gravity measurements location where it is installed. If a small should cover the acceptable spe- 2 Ensure the. main supply valve is amount of antifreeze solution is spilled, cific gravity range listed in Table C closed prior to.taking a sample to absorbent towels are recommended to and the hydrometer should have in-,',, test:If the valve is open,supply wa- clean up spill. Towels used to clean up crements of at most 0.002. ter will be Pulled,into the system spill can be disposed of in the garbage. when the first sample is removed Use caution following a spill as the floor 2. Ensure the main supply valve is ' from the system. Test separate may remain slippery in the area of the closed prior to taking a sample to samples from the top of each sys-. spill. Consult with a local waste water test.If the valve is open,supply wa- tem and at the bottom of each sys- treatment plant or council for informa- ter_,will;be'pulled'-into-the.system aE-=tem:or otherwise required by appli tion on procedures to fellow for the dis- when the first sample is removed cable NFPA standards. If the most posal of large amounts of waste water from the system. .Test separate remote portion of the system or the samples from the top of each sys- interface with the wet pipe system Disposal tem and at the bottom of each sys- is not near the top or the bottom Any disposal of LFP®Antifreeze shall tem,or otherwise required by appli- of the system, additional samples be in conformance with all federal, cable NFPA standards. If the most must be checked. state, and local waste regulations.. remote portion of the system or the Refer to the LFP® Antifreeze Safety interface with the wet pipe system Data Sheet for more details. Is not near the top or the bottom. of the system, additional samples must be checked. TFP1680 Page 6 of 6 Testing Instruments Lien/fed Ordering Recommended instruments for testing I_FP@ Antifreeze for installation n r _ ... .:. 10 Gi�s�p ' r tS For warranty terms and conditions,visit Contact your local distributor for avail-" F S art SCI F ,using e o low= www.tyco-fire.com. ability.When placing an order,indicate frig part numbers: the full product name and Part Number Hydrometer......................13202421 (P/N) Graduated Cylinder.................115822 Thermometer....................13201647 LFP®Antifreeze Refractometer...................12561346 Specify: LFP®Antifreeze, (specify net contents),P/N(specify): Pallet of 5 gal(19 L)pails, 36 per pallet..........................54028, Pallet of 30 gel(114 L)drums,. 5 per pallet.........................64029 Note: Minimum order quantity is.,1. pallet of 36 pails or 5 drums. Smaller, quantities may be purchased through a Johnson Controls authorized distributor. 1400 Pennbrook Parkway,Lansdale,PA 194461 Telephone+l-216-M-0700 =' ON O2DIO Johnson Controls.All rights reserved.All speaMcollom rendother Infomutlon shoomrr�current n at document rei aabmd we subjectedchaigo without notice. )ohnson IFPh gM.ndhW�nulkafJoM-on Controls;Controls;NATONAL FIRE PROTECTION ASSOCIAMON and NFR%m rpkhredt d.—ft of Nki Re Robol6nA'stlimq'od FLOWGUARD GOLD*,BIAIDdASTER-,00 ANO.aridFBC-SYSTFAR COMPATIBLE PROGRAM Is■Poensed tndtlriolThe Lukftrnl Concretion or tdled-s; Controls RSHFa SaElInFIC It abed mark of Fisher Bokntloc SYSTEM SENSOR WFDTN Series : ,4 Waterflow Detector T � zYy System Sensor WFDTN T-Tap Waterflow detectors are designed for primary signaling in residential systems and W branch line signaling. Features The new WFDTN Series waterflow,detectors from System Sensor consists of a rugged,NEMA 4-rated enclosure that is • New directional cover allows installers and inspectors to more damage resistant than previous metal designs.The waterflow easily see the direction of flow detector is designed for both indoor and outdoor use,with the widest • UL-listed models are NEMA 4 rated available temperature range,from 32°F to 150°F. • New cover provides a better seal,is lighter weight,not painted Both the WFDTN with incorporated timer and WFDTNRN with and corrosion resistant immediate activation fit any tee that has a 1 in.NPT branch, • Sealed retard mechanism immune to dust and other contaminants including: 1 in., 1 l/ain., 11/z in.and tin.NPT threaded ferrous and • Less exposed metal reduces shock hazard,plastic cover acts brass tees; 1 in., 11/a in., 1 1/zin.and 2in.copper sweat tees;Tyco, as insulator and is resistant to arcing Spears,NIBBCO brand 1 in.CPVC tees.Twelve different clearly marked plastic paddles are available to fit different installation • Visual switch activation configurations. • Audible switch activation(73 dBA) • Field-replaceable timer/switch assembly UL-listed models are equipped with tamper-resistant cover screws to prevent unauthorized entry. Inside,two sets of SPDT(Form C) • Accommodates up to 12 AWG wire synchronized switches are enclosed in a durable terminal block with • Switch Synchronization activates both alarm panel new layout designed to make wiring easy with wire ready terminals, and local bell or horn strobe COM terminals are on a different elevation,large barrier between • Tamper-resistant cover screws switches and easy to read raised textured lettering all make wiring easy.An optional cover tamper switch is available,securely snaps • Improved water sealing into place,no tools required. • Reduced product weight • Wire-ready terminals The WFDTN incorporates a mechanical time delay feature,which minimizes the risk of false alarm due to pressure surges or air • Improved wiring with new terminal block layout trapped in the fire sprinkler system.The larger and easy to turn timer • Snap-in optional cover tamper switch dial makes setting the waterf low detector easy with high contrast pad printed markings.The dial offers three tabs to help with turning, with one larger tab located on the dial position for approximately 60 seconds,a notch is also indicated on the dial to locate approximately 30 seconds making setting the detector in dimmly lit locations easy. Agency Listings The WFDTN series is designed for accuracy and repeatability.The detector also offers improved performance during vibration in riser applications where detectors are exposed to a large in rush of water. C&US F M LISTED APPROVED S739 30512266 Waterflow Detector Specifications Model shall be WFDTN or WFDTNRN as manufactured by System Sensor. T-Tap waterflow detectors shall be installed on a tee that has a 1 in. NPT branch including: 1 in., 11/4in., 11/tin.and tin.NPT threaded ferrous and brass tee; 1in., 1'Ain., 11/zin.and 2in,copper sweat tees;Tyco, Spears,NIBBCO brand 1 in.CPVC tees as designed on the drawing and/or as specified herein.Detectors shall mount on any clear pipe span of the appropriate nominal size,either a vertical upflow or horizontal run at least 6-from any fittings or valves that may change water direction, flow rate,or pipe diameter or no closer than 241n.from a valve or drain.Detectors shall have a sensitivity in the range of 4 to 10 gallons per minute and a static pressure rating of 375 psi.The WFDTN detector with incorporated time delay mechanism shall respond to waterflow in the specified direction after a preset time delay that is field adjustable.The delay mechanism shall be a sealed mechanical pneumatic unit with visual and audible indication of actuation.The actuation mechanism shall include a ethylene vinyl acetate vane inserted through a hole in the pipe and connected by a mechanical linkage to the delay mechanism.Outputs shall consist of dual SPDT switches(Form C contacts).Two conduit entrances for standard fittings of commonly used electrical conduit shall be provided on the detectors.A grounding provision is provided.Unless noted,enclosures shall be NEMA 4 listed by Underwriters Laboratories Inc.All detectors shall be listed by Underwriters Laboratories Inc.for indoor or outdoor use. Static Pressure Rating 375 PSI Operating Temperature Range 320F to 150OF(0°C to 60°C) Maximum Surge 18 Feet Per Second(FPS) Enclosure Rating* NEMA 4-suitable for indoor/outdoor use Triggering Threshold 4-10 GPM Cover Tamper Switch Standard with ULC models,optional for Bandwidth(Flow Rate) UL models,part no.CTS Conduit Entrances Two openings for 1/2in.conduit. Service Use Automatic Sprinkler:NFPA-13 NEMA 4 rated plugs One or Two Family Dwelling:NFPA 13D Residential Occupancies up to 4 Stories: NFPA 13R National Fire Alarm Code:NFPA-72 Contact Ratings Two sets of SPOT(Form C) U.S.Patent Numbers 5,213,205 10.0 A,'/2 HP @ 125/250 VAC 2.5 A @ 6/12/24 VDC Compatible Tee Fittings Threaded ferrous and brass tees, Warranty 3 Years copper sweat tees,CPVC tees. WFDTN Field Wiring Diagram UL-LISTED SSM24-X COMPATIBLE SSV120-X NOTE:COMMON AND B-NO CONTROL PANEL CONNECTIONS WILL CLOSE WHEN VANE IS DEFLECTED,I.E., POWER + WHEN WATER IS FLOWING.SWITCHES PERMITAPPL CATIONS 24VDC OR TO BE COMBINED ON A SINGLE DETECTOR. 120VAC CONTACT RATINGS + SUGGESTED EOL 125/250 VAC 10 AMPS INITIATING RESISTOR LOOP 24 VDC 2.5 AMPS SCHEMATIC OF A-NC INDIVIDUAL SWITCH E COM 'NO WATRFLOW' CONDITION B-NO CON BREAK WIRE AS SHOWN FOR SUPERVISION OF CONNECTION.DO NOT ALLOW STRIPPED WIRE O Q=�O cse o2- LEADS TO EXTEND CON OWNCH IN BEYOND SWITCH �B=H(a READY STATE HOUSING.DO NOT LOOP WIRES. Debay Adjustment Dial ELAY ADJUSTMENT 0 DIAL - 0 O� ADO no I a 0 tivO� oli 0a �d NOTE:RETARDTIME MAY EXCEED 90 SECONDS.ADJUST AND VERIFYTHATTIME DOES NOT EXCEED 90 SECONDS. NUMBER ON DIAL IS APPROXIMATETIME DELAY IN SECONDS Overall Dimensions, Installed 3-1/2" 2-5/8" 411 TEE ADAPTER INSTALLATION GAUGE END OF PADDLE TREE MUST FIT BETWEEN TOP OF TEE TEE DEPTH AND BOTTOM OF FLANGE EE FITTING PLASTIC VANE DESIGNEDTO FIT WITHIN 2 X 4 STUD WALL CONSTRUCTION e ,• a o UL Model ULC Model Description WFDTN WFDTNA Waterflow Detector,Fits 11n.,11/ain.,11/zin.,2in.ferrous and brass threaded tees; 1 in.,11/4in.,11/zin.,2in.copper sweat tees;1 in.CPVC tees. WFDTNRN — Waterf low Detector without incorporated time delay mechanism, fits same tees as WFDTN Accessories FS-RT Delay mechanism and switch assembly CTS Tamper-proof switch kit WFDW Tamper-proof wrench for cover Svrmm3825 Ohio Avenue•St.Charles, IL 60174 ©2016 System Sensor. Phone:800-SENSOR2•Fax:630-377-6495 Product specifications subject to change mthout notice.Vsil syslemsensoncom for current product information,including the latest vers'an of this data sheet. wwwsystemsensor.com WFDS43702.2116 3 , Sentry Automatic Fire Protection Inc. 735 Flanders Road Riverhead, NY, 11901 Phone (631 ) 723-3095 SENTRY Fire Sprinkler Calculcations For 8100 Horton Lane Southold, NY 11971 ��-4F NEk y h�o J. c0Naoy 51 84 FESSION�� HYDRAULIC CALCULATIONS for Job Information Project Name:8100 Horton Lane Contract No.:S23.4651 City: Southold, NY 11971 Project Location: 8100 Horton Lane Date:4/13/2023 Contractor Information Name of Contractor: SENTRY AUTOMATIC FIRE PROTECTION,INC. Address: 735 FLANDERS RD City: RIVERHEAD, NY 11901 Phone Number: 631-723-3095 E-mail:SALES@SENTRYNY.COM Name of Designer: MRL Authority Having Jurisdiction: Design Remote Area Name 1 Remote Area Location UPPER LEVEL-MASTER BATH/EXCERCISE Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.066 Area of Application(ft2) 450 Coverage per Sprinkler(ft2) 225 Number of Calculated Sprinklers 2 i i� In-Rack Demand(gpm) 0 Special Heads ' Hose Streams(gpm) 0 Total Water Required(incl.Hose Streams)(gpm) 30 Required Pressure at Source(psi) 50.6 R Type of System Wet Volume-Entire System (gal) 11.5 gal Water Supply Information Date I 04/21/2023 Location - Source W1 Notes File:S23.4651-8100 Horton.dwg Date 4/21/2023 Copyright @ 2002-2012 Tyco Fire Protection Products Pa CALCULATION SUMMARY Project Name:8100 Horton Lane Project Location: 8100 Horton Lane Contract No.:S23.4651 City: Southold, NY 11971 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (tt2) (gPm) (Psi) (gPm/ftZ) (Psi) (gPm) # (gpm) (Psi) 1 Demand(HW) LIGHT HAZARD 450 30 Required50.6 0.066 _ 7 14.8 2 0 23.4 File:S23.4651-8100 Horton.dwg ^ ht©2002-2012 Tyco Fire Protection Products Pagel Job:8100 Horton Lane Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 If Dtimized ivdraulic SimDlified) File:S23.4651-8100 Horton.dwg 12 Tyco Fire Protection Products Page 3 Job:8100 Horton Lane Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 74 2125 62 Supply Analysis Static Pressure Residual Pressure Flow Available Total Demand Required Pressure Node at Source (psi) (psi) (gpm) Pressi,re (gpm) (psi) (psW1 74 62 2125 74 30 50.6 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 30 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow(gpm) 30 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 50.6 W1 -Flow(gpm) 30 Demand w/o System Pump(s) N/A File:S23.4651-8100 Horton.dwg Date 4/21/2023 Copyright 0 2002-2012 Tyco Fire Protection Products Page 4 Job 8100 Horton Lane Hydraulic Analysis for : I I JR Supply{} System bemand 0 Available At Source 100 j F T 9 74 psi @ 30 gpm -A S2 60jim 60- F I I 2 G' 9L 4 30- 20 ZO Di 0 r 0 600700800 900 10001100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 Flow,gpm .................... File:S23.4651-8100 Horton.dwg Date 4121/2023 Copyright @ 2002-2012 Tyco Fire Protection Products Page 5 Job:8100 Horton Lane Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow(gpm) Pressure(psi) S1 Supply point#1-Static 0 74 82 Supply point#2-Residual 2125 62 D1 Elevation Pressure 0 10 D2 ISystern Demand 30 50.6 Curve Intersections &Safety Margins Intersection Safety Margin Curve Name Pressure(psi) Flow(gpm) Pressure (psi) @ Flow (gpm) Supply 74 38.3 23.4 30 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/x) (gpm/ft2) (gpm)® (psi) (gpm/RZ) (gpm) (Psi) S1 Overhead 225 5.6 0.05 11.3 7 0.067 15.2 7.3 Sprinkler S2 Overhead 225 5.6 0.05 11.3 7 0.066 14.8 7 Sprinkler File:S23.4651-8100 Horton.dwgt Date 4/21/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:8100 Horton Lane Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge sil/2 gpm ft2 psi psi ft 9Pm/P gpm gpm/ft2 Psi gpm S2 Overhead Sprinkler 5.6 14.8 225 7 7 25 HEAD Open 3.6 0.066 -10 11.3 Si Overhead Sprinkler 5.6 15.2 225 7.3 7 25 HEAD Open 3.9 0.067 -10 11.3 01 Node 16.1 38.83 NODE -16 02 Node 17 38.83 NODE -16 03 Node 19.7 38.83 NODE -16 50 Node 39.6 15 NODE -5.6 54-0 Node 46.2 2 NODE 0 54-I Node 50.6 2 NODE 0 w1 Supply -30 50.6 2 SUPPLY 0 File:S23.4651-8100 Horton.dwg Date 4/21/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 7 A Job name:8100 Horton Lane Sheet number: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x(name) = length F Pf per ft elev(Pe) NOTES T frict(Pf) (ft) (gPm/Psis/a) (gPm) (in) (ft) (ft) (Psi) (Psi) S2 25 5.6 14.8 .5 lx(us.Tee-Br)=3 13.83 120 7 02 38.83 14.8 0.622 3 0.9483 -6 16.83 16 02 38.83 15.2 1 lx(us.Tee-Br)=5 4.81 120 17 03 38.83 30 1.049 5 0.2747 0 9.81 2.7 03 38.83 0 1.25 4x(us.90)=12 108.93 120 19.7 50 15 30 1.38 2x(us.Tee-Br)=12 24 0.0722 10.3 132.93 1 9.6 50 15 0 1.5 3x(us.90)=12 15.77 120 39.6 54-0 2 30 1.61 12 0.0341 5.6 27.77 0.9 54-0 2 0 1.5 1.4 46.2 Ames200013 54-I 2 30 0 0 3.1522 0 *** 1.4 4.4 54-I 2 0 1.5 2 120 50.6 W 1 2 30 1.61 0 0.0341 0 2 0.1 S1 25 5.6 15.2 .51x(us.90)=1 13.83 120 7.3 01 38.83 15.2 0.622 1 0.9916 -6 14.83 14.7 O1 38.83 0 1 11.67 120 16.1 02 38.83 15.2 1.049 0 0.0778 0 11.67 0.9 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 8 Job:8100 Horton Lane Device Graphs Pressure vs.Flow Function Design Area:1; Supply Rof.:W1; Supply Name:W1 80 70: 6D, __— i 7 ii i I so= — i I i 1 10- 1 I I Flow,gpm r r Pressure Loss Function Design Area:1; BFP Ref.:106(Ames2000B,Size=1.5);Inlet Node:54•1;Outlet Node:54.0 io- I ' I i 1 i i 7 � 7 4.4 psl @ 30 gpm : F 3. i e i i ' � 1 " 1 Flow,gpm ~ File:S23.4651-8100 Horton.dwg Date 4/21/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 9 . t 9 'i IREMARSHA 'ti1�,�. ��iCD`]I�.YA9,'L°" [ �'. �:t��:.•;T�1"�'r3S�L'" C"lli��"�1'HG`P+IJI��i7"�I�,CS�°Ci�rU:k3��+�i]ZL.-�'.��, :S'��•' '�'�t4'9"'° .�lli t�I T`:TO`1D }'.• h A . <l sl� �:Pv' "F 1ti� .CTC 1 1C IN"sT.THF311 ,�I��RI:iSS: O�V 1.�.� rU.Ja'�.pL� :=L1f�L:fl31<S'F1tIC�;s l 'i�I T8lRF OF It!SA C 9•.0�i ,T� 1"t l �;9]TL" ANCE-, Ism, -Al S:8F9 j i' FM r�i 'tL '�'3Cyir;� T;", r �1 SS6I E ItIC1[t T[�I+�i+:' C�R11l�f C.', c� ? >Jti t1F'ir T ° 5'1;- �( c Y ryy'�.�r-!'(.y,'�'w.': .,"�+'. c,>.,c,�.+"(,/'+'.'p.�+'y.y'�+.�,p�i+�:. _. .'y'ry��y y';,r%..��•ryp{��+�+�y' 7,, ..�.;_q @ �,7,�t i6... ... . .. _ .lY itvlr r-'��R.2d-r�l+'.6+llal'iW'16„1V5..,L].'.�>A:•VJtio.&.`',.=i'4i`sd,+f•;<�_1.e'�74C..1.•,:�71F�'�L'i�'iE�'111i..F'Pl"a°±"YY f�;R 7� �ELR'FTI"D�t�'r1d�l�; t,:;'��d"1: 1.�'1?C?�@:1 •;f31''„'1't l l:'.tP�'S['d:C�7'fPS�s:l�![��1'.f.1S�1"Il;}.I�Ca1:CJ�1�;`1��1�lsE;,d��'_-�:is�'I�7' I,STANWALL a S°I'E1 G:T35iSCi�113E[ °iAl3(D'�?l,°'k3 AeS 12a��1'� 'TC !'I ist[ . I t'5 1 •1�'w7'[�d El ` i6iiisF P J&1 E JJ+IS �1.5;41Di7;" ' "dl li (7i�€j.='I1 FS,4GELf tf'L aye I, S!l 1 :3'1[ f]?C 5' rdGf4'$ill�"ttS Q9 fE3 iCe l lC�" i 14 f Lk:J(3f:'ft�l :'dl°HI."�` E1:RI Y ;1I�SE'Tea.'CC71�; RsTES 1NCi;4:Llit1?•]' IiF.Cp�Pu1;Eg11TTkl�'SPEC-@tr]LI�Ji�l !t71.�4t949 1'e"f"� �-Svc INSPECTED 1i;'7't?S'IT;DV! RD P'EAR,4,'),'l'9�h�"11t4DT8t 1+�t� ®.9°�1`T��i;tr�lt111TE�e�6TT{�TdA�'.E]�Er'l'E�i1I��I�;F[e�P!EGTI{)TI g: lb'Ok F•� 1E1,�'l�,f�fiCS�lZI ltit'1.1. 1V:la,.�5:13 C' '1�R P�ttg# t l!tf3llCiivF$ lidD;A.LI�:t [?CI1 'e11�43"4!L'S7',+�'[`LtiI�Nr�•ltltP:7Zt1tl ND,:t`��11LtG�CV .. ', , J'�tg.} 1P�, qri1VG,FkI�l�a9'IPt1�t9Rt'�1A'Q'>;b"N. �QMPt">,11it'xd}4ll3E ,- \ �-►.�� l ' `L`[L~ it"S 1a1't vtE&�'R s�uu C/1 kY_ PSI/ l�)rt nrJhc �✓r�' 4 .r:. ::s tl �.� :PHONE", -.`.py(�I[y �'1+��yry� yY��/�1�,♦ /��p� p(��/�y�// -�• ,�iq�r4y�q F�.r�q]q` T�Te 1LVL79 l��'Y i�Jl��1V faLTCG.':��P y 1•••,•i1.1__ ._ ... :�711.7t1W.P,'1 L,4J7!LL". ''•Ql�R.�'yl+' y •.. � . N1.•..•...: .,,.,,� y,n':..'.,\:• .M....,�.-.....' •:' - - - �//yam'' yp%�/ N/ _ > t 8G8P AL. OPY I1H S C+, I TIJRE 'TC�EE d9 1 E t7 T 'T� ? :laF' U7 GG ,L '-�I �?J '._ l i?YA5.M®E LEF O SITE: i i 1 \I CONTRACTO MATERIAL &TEST CERTIFICATE FOR ABOVEGROUND PIPING Additional copies of this forrn are Loss Prevention Publications-Training Resource Center ' available to Insureds froa Factory Mutual Engineering and Research;i 151 Boston-Providence Turnpike,P.O.Box 9102,Norwood MA 02062 PROCEDURE: Upon completion of wor ,Inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be Corr dlted and system left in service before contractor's personnel finally leave the job. A certificate shall be filler.out and signed by both representatives. Copies shall be prepared for approving authorities,owners and contractor. It Is understood the ownef s representative's signature in no way prejudices any claim against the contractor for faulty material,poor workmanship, or failure to comply with approving authority's requirements,or local ordinances. i PROPERTY NAME I / DATE PROPERTYADDRESS Ai CEPTED BY APPROVING AUTHORITY S'(S)NAM l NS A6DRESS� GI- INI TALLATION CONFORMS TO ACCEPTED PLANS YES ❑ NO )m EQUIPMENT USED IS APPROVED(IF NO,STATE DEVIATIONS BELOW) YES ❑ NO 0 HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL YES ❑ NO VALVES AND THE CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF'NO,EXPLAIN: C,?IO-S HAS COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN LEFT ON PREMISES? YES ❑ NO IF 0,EXPLAIN: }`dC S1-� 0 .S PPLIES BUILDINGS x -- �T.11 'L41W '1,1fi('�` 1 3 YE}A'r(QI=^�e ;�;rr�l' .r „��kt U^-»-w.a ,(.. .,� .�." .:t• t:-:, ,^ ^z '._. • rw ww c cr+ j _ a f�l , ,gllE? rk t1NTIaTYs a T PE 1 , t �, ''''" a+ A „%�,yr, Sc :8t �$ .:E .3 E�MA U,Fil4CTUEtE x N" sLSaY �i` 1iJCj S 9 33 PIPE CONFORMS TO NFPA 13 STANDARD X YES ❑ NO FdTTIN 'S, FITTINGS CONFORM TO N FPA 13 STANDARD YES ❑ NO +' IF 0,EXPLAIN: 4 �• ;, . -;e 'Jv p ym f f d r ^b` SOA % ar V .�n',i, •� -F.=:M,rrt ..,¢c.ts•..fi. tl wA E - p. AUARI�IFIELVI�E ." � ,+wjllu1° jIL1' •IIIiIU .TiIMFS ,0'^LE7F.+11FtpUTE�STvlt? O TYPE MAKE MODEL MIN. SEC. WATERFLOW SWITCH _ • I'DLC*A"''M'UR . � � i MAKE MODEL 'SERIAL NUMBER' MAKE MODEL SERIAL NUMBER bRY IP �RLM „�0,,7R1� �t7(ii41ER iR'7YY *" 'TRI OINfiAt� a(er P HRU iIEST�PIPE MIN. S C. PSI PSI' PSI MIN. SEC. MIN. SEC. WI HOUT ' Q.O.D. 1 JITH Q,.O.D. IF NO EXPLAIN: a • 85A(3-94)FMRC PRINTED IN USA l t, ❑PNEUMATIC ❑ELECTRIC Cl HYDRAULIC OPERATION: ❑ YES ❑ NO r ;; s ❑YES ❑NO DETECTING MEDIA SUPERVISED? t PIPING SUPERVISED ❑ YES ❑ NO yr I" DOES VALVE OPERATE FROM THE MANUAL'TRIPAND/OR REMOTE CONTROL? ❑ YES ❑ NO ' IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING? r = IF NO EXPLAIN: Maximum time to is Lti Does each circuit o erate release ^ ,. „g Does each circuit operate operate valve release? SEC. iIIIU E�G ` ` `.'t MAKE MODEL su ervis(on loss alarm? YES no MIN. PtiEAC 3 YES NO �pjLV,ES�.,Q- ' . ' ° y ' HYDROSTATIC:Hydrostatic tests shall be made at not less than 200 psi(13.6 bars)for two hours or 50 psi(3.4 bars)above static a++ e valve clappers shall be left open during test to prevent �x ressure in excess of 150 psi 00.3 bars)for two hours. Differential dry plp TES damage. All aboveground piping leaking shalt be stopped. 'DEgCR�p710g( PNEUMATIC:Establish 40 psi(2.7 bars)air pressure and measure drop which shall not exceed 1'/s psi(0.1 bars)in 24 hours. Test drop which shall not exceed 1- a@ t.,,, ;.. pressure tanks at normal water Ievei and air pressure and measure air pressure /:psi(0.1 bars) n `p Al! 24 hours. 2 Hrs. IF NO,STATE REASON ,. •.. . , ..::;,.:.a : 200 PSI FOR — Y'`;'iYh ``±¢?� ' ALL PIPING HYDROSTATICALLY TESTED AT ❑ YES ❑ NO DRY PIPING PNEUMATICALLY TESTED? YES ❑ NO EQUIPMENT OPERATES PROPERLY? ��W�;;.:�t�:=R�t�.,•:; RESIDUAL PRESS RE WITH VALVE IN TEST PIPE = "s`",'r'�a`"a PSI n' Fh f z; DRAIN READI GAF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE: OPEN WIDE TEST __ __ PSI � Underground mains and lead-in connections to system risers shall be flushed before connection made to sprinkler piping. •,..,,,:.l:z•...,., OTHER ❑ YES ❑ NO 41,;�� +�� VERIFIED BY COPY OF THE FORM NUMBER 8 FLUSHED BY INSTALLER OF UNDERGROUND ❑ YES ❑ NO j=P� lryr.,, +.Yiz1, SPRINKLER PIPING? REMOVED NUMBER NJiir3ia, asyi NUMBER US awl r�LNi<""� n NONE �t�>hTESTINGG� t3 GASKETS s ❑ YES NO ` k WELDED PIPING? �; .,.4'"'� (folrFr },✓ ?,,...pr„i?� t'xt +d'.,(,:+•y�4r^a,F a�- C` ki IaNt°?';:?dS ; t', k 7'IJr lr1fi'syx'J 1 E =Ml'M RS-+" l7 } [I YES ❑ NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH `� THE REQUIREMENTS OF AT LEAST AWS D10.9,LEVEL AR-37 t "Ep;°jgl a DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE ❑ YES ❑ NO ,: ? r.y=?.�a %t+•�: WITH THE REQUIREMENTS OF AT LEAST AWS D10.9,LEVEL AR-37 DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY f,l j ,y{aa ,x CONTROL PROCEDURE TO INSUR E THAT ALL DISCS ARE RETRIEVED,THAT OPENINGS IN RN ❑ ❑YES NO ARE SMOOTH,THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED,AND THAT INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? ❑ YES ❑ NO NAMEPLATE PROVIDED? ,,l `D12A11�IC, IF N0,EXPLAIN: ��'fNAMEPIAT�E`�+e�: ,DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: '' NAME OF INSTALLING CONTRACTOR SENTRY AUTOM ATIC FIRE PROTECTION, INC 'cz•' `` 3'. • - - 'rz t:l'J:... }F••-s+� -Rri 3 '".±7•^yy,�F. '', `�3.'.IF'Jt v-E§ b'ib r'` r"'R{:�.d',.a: .,d`F,,•,r•�.; .. rr ' uTE :$11VITNSED 74 TITLE FORK r� (Signed) DATE :+_�-`;IGNATU.k?ES:` til TITLE FOR INSTALLING CONTRACTOR(Signed) ADDITIONAL EXPLANATION AND NOTES: 85A BACK ---------- 01 ,t 114 114 114 11 114 GUEST ROOM 102 co�' 5-7 4-6 •- 8-2 -6 TERRACE LIVING ROOM `L r" 114 ! 114 114 114 N .�. - .q- o o •- I HIS/HER CLOSET T.O. FIN. DECK 104 0� of 8-0 12-81 b�-0 -6 � � I 2 44 + 17'-51/4"ASL 216 N `� I 1 BR POWDE o 4-0 I MASTE4 BATH o cv cv I MASTER BEDROOM 202 o —— MECH. 00 0 I � r- I I 0� CLOSET HALLWAY 1 1 209 1—6 7 7OWZD MASTER TERRACE II200 3-3 -1012STAIR 1 0 6 CIF 2R GUEST BATH - f--� A 1 � O I I o A f% EXERT SE RM. I-j o DINING ROOM o 1 1 1 OFFICE j ( I CLON MECH. 7.0 N 105 201 0 I ---I 2-O 6 O' 2 14 1 GENKAN ENTRY 11 LAUNDRY 00 100 1 1 I 1 2os -1 9 7 �--J 7-9 ET. STIR 2-6 o / J Li KITCHEN JACK'S TERRACE d `V JACK'S BEDROOM 106 � LPL 206 o - N � 1 4-0 8-0CD - 2-6 - UTILITY 1 -- -- --- CLOSET MECHANICAL DOWN 7 . F4 EXT. T I R 0 1 08 0 109 2_ �— 114 1 4 It N 11 4 JACK'S BATH -I 0 o ANTRY 1 N 207 i ROOF BELOW - - 4- 1 7-IS 14 E T. ST IR RISER DOWN Z ZRISER UP, DOWN 0 20kW GENERATORS MAIN LEVEL FIRE SPRINKLER PLAN FIRE SPRINKLER GENERAL NOTES: O SCALE. 1/4 _ 1 -0 � UPPER LEVEL FIRE SPRINKLER PLAN � — 1 � _ 1. INSTALLATION OF NEW FIRE SPRINKLER SYSTEM SHALL COMPLY WITH SCALE: 1/4,� — 1 -0 LATEST EDITION OF NFPA 13D,LOCAL FIRE MARSHALL'S OFFICE,NEW s s YORK STATE FIRE CODE,AND ALL APPLICABLE LOCAL ORDINANCES. 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE OMITTED IN ACCORDANCE WITH NFPA 13D 2016 SECTION 8.3.5. --- 7°SYSTEM 7fM 3. SPRINKLERS SHALL BE INSTALLED IN ALL.AREAS EXCEPT WHERE NOTE: OMISSION IS PERMITTED BY NFPA 13D SECTIONS 3.8.2 THROUGH 8.3.8, WTM ILL BE AN UNLESS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION(AHJ). ANTIERLEZE SYSTEM SUPPORT Cumu B NouWITH TE CHAMBER ttco""I MANIF°lD W/ � nNAIN auo resT4. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEARLIGHTING FIXTURES,BEAMS,DUCTS,ETC. SIDEWALL HEADS SHALL BE cu 2) CEILING SW PRL65URE GAMCE PINS (2) (A)sla+s ou eoDY POSITIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 0'4"AND AT DOUBLE f,[E) SWBU ENBALL MA W,TAMPER VALVE (LEAD Fl.CE) MOST 0'6"AWAY FROM CEILING. EST COCKS )F NE L DEFLECTOR IN 4 � �,Q� �/ 5. UNLESS OTHERWISE NOTED,ALL PIPING SHALL BE STANDARD WEIGHT DEFLECTOR _L- DEFLECTOR POSITION LC�4'D O� WiLKINS 375XL STEEL, COPPER OR CPVC. i I SSEMBLY W/BALL r i OAA RETAINER WITH REDUCED PRESSURE THREAD DIMPLES VALVES 6. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL PIPING, o o aEAD PREE, 11� Bale W,B R EM INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED CLEARANCES '��DRAFT 5T°° W AT NO ADDITIONAL COST. ROOM MECH. -WATER STWCE BY 7. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MOUNTING HARDWARE ° `Bs T°`°""""" 6E4 INE l°CAL WATER --""N SE" BY �� OIB1RILi FCauFEMCurs On1L r5T T° NU. VAIN AND ACCESSORIES INCLUDING BUT NOT LIMITED TO HANGERS, COVER PLATE s °r REW E�NTs fS$10 SUPPORTS,ANCHORS,BRACES, ETC,AS REQUIRED TO SECURELY TYPICAL RISER SECTION INSTALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. CONCEALED SPRINKLER ASSEMBLY SCALE: NTS TYPICAL RISER SECTION SCALE:NTS 8. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY REQUIREMENTS FOR INSTALLATION,MINIMUM FIRE SPRINKLER HEAD LEGEND COVERAGE,MATERIAL,NOMINAL SIZE,ETC. o o F.M. STAMPING AREA 9. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY SYMBOL QUANTITY POSITION FINISH TEMP K NPT SIN MFG. MODEL ANTI-FREEZE v 8100 Horton Lane V APPROVALS AND PERMITS FROM LOCAL WATER AUTHOR17 Y AND FIRE ® 3 3 P E N D WHITE 16 5 4.9 1 2 R A O 616 R A S C O RFC 4 9 SYSTEM w SENTRY SENTRY N T R 1 MARSHALL. O / p 8100 Horton Lane AUTOMATIC FIRE The aprinMer system in this holding is made up 10. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE REG�UIRED TO of one or more r protsysteection against an aft-freeze solution for prdedion agamat troezing Southold, NY, 11971 - - PROTECTION INC. CONCEAL FIRE SPRINKLER PIPING. M paofnefPreezTMCO_TYCO W 735 FLAN D E R S R D y� 11. FIRE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM. T adename a Brand LFP � �cA; 0'�� FLAN D ER S, NY 11901 CONTRACTOR ON RACTORSHALL ALLPROVIDE, INSTALL, AND INTEGRATE ALL REQUIRED PIPE DROP v = PIP EMIXED76 FIRE SPRINKLER PLAN ReP PH#(631 )723-3095 Upper Level l BRANCH PIPING G Solution Concentration: 100%-PR System Volume 7.4 gallons NO. REVISIONS DATE BY FILE SCALE 12. FIBERGLASS INSULATION SHALL BE INSTALLED ABOVE ALL PIPING -10/-23.3 INSTALLED IN ATTIC SPA CE WITH PROPER VENTILA TION. O - PIPE RISER Protected to aegree.cF7c> S23.4651-8100 Horton AS NOTED 13. FIRE SPRINKLER SYSTEM SHALL BE CHARGED WITH ANTIFREEZE = MAIN PIPING Lacation WHOLE SYSTEM 0 o DRAWN CHEKED PROJECT # SOLUTIONS IN ACCORDANCE WITH NFPA 13D SECTION 9.2.ANTIFREEZE BY M RL B Y RM S23.465 SYSTEM SHALL BE LISTED FOR USE IN NEW SPRINKLER SYSTEM AND RPZ SHALL BE GLYCOL-BASED. ANTI-FREEZE SYSTEM PLACARD DATE APRIL 2023 DWG• # SP - FIRE SPRINKLER GENERAL NOTES: SUPPORT CUP- BULB TO SYSTEM WITH THREADS 1. INSTALLATION OF NEW FIRE SPRINKLER SYSTEM SHALL COMPLY WITH GUIDE CEILING LATEST EDITION OF NFPA 13D,LOCAL FIRE MARSHALL'S OFFICE,NEW PINS (2) YORK STATE FIRE CODE,AND ALL APPLICABLE LOCAL ORDINANCES. T T 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE DEFLECTOR IN DEFLECTOR DROPPED POSITION OMITTED IN ACCORDANCE WITH NFPA 13D 2016 SECTION 8.3.5. � �- RETAINER WITH 3. SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE VALVF i °°IIPLE CHECK I I `THREAD DIMPLES OMISSION IS PERMITTED BY NFPA 13D SECTIONS 3.8.2 THROUGH 8.3.8, (LEAD EPEE) o 0 UNLESS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION(AHJ). 4. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR LIGHTING FIXTURES, BEAMS,DUCTS,ETC.SIDEWALL HEADS SHALL BE "OVER PLATE POSITIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 04"AND AT MOST 0'6"AWAY FROM CEILING. MECH CONCEALED SPRINKLER ASSEMBLY —— 5. UNLESS OTHERWISE NOTED,ALL PIPING SHALL 8E STANDARD WEIGHT LT —0— —=== ROOM STEEL, COPPER OR CPVC. LD ERVCE'Y TO COMPLY W,N 6. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL PIPING, AL WATER REOUIREaENTS INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED CLEARANCES AT NO ADDITIONAL COST. ——— I 7. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MOUNTING HARDWARE AND ACCESSORIES INCLUDING BUT NOT LIMITED TO HANGERS, TO SYSTEM — - - SUPPORTS,ANCHORS,BRACES,ETC.AS REQUIRED TO SECURELY I INSTALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. NnTIF THI S SYSTEM S S'S ANTI-FREEZE WILL BE AN STORAGE ANTIFREEZE SYSTEM 8. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL EVARSION SYSTEM WATER AUTHORITY REQUIREMENTS FOR INSTALLATION,MINIMUM FowlNREP TYCD AI ER MANIFOLD"' COVERAGE °)FUOA AND TEST The sPnnlder stem in this buldln is made N MATERIAL,NOMINAL SIZE ETC. (.)FLOW UWITCH system 9 z l , (3)PRESSURE GAUGE Of Orle OI mIXG systems containing an 8ntl-freeze (A)SCRS OR FOR, on: for protection against freezing BDT,ERa""°"W"""PER 9. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY TypeLfAnn-Preeze APPROVALS AND PERMITS FROM LOCAL WATER AUTHORITY AND FIRE SW LFP-NCO__ J GARAGE TEST COCKS Al Manufacturer iTYCp - --- MARSHALL. Tratlename or Brand- LFP-- WILK[N5 375%L Solution Concerdrabon �1 W/PALL ASSEMBLY W,DALL 00%-PREMIXED% 10. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE REQUIRED TO REDUCED SUPPORT CONCEAL FIRE SPRINKLER PIPING. CAR PORT j L1:4 - lgallLna VALVES System Volume I(LEAD FREE) ------ &DRAW'S "E" Protected to �_�o�-23.3]degrees(F/C) 11. FIRE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM. CONTRACTOR SHALL PROVIDE,INSTALL,AND INTEGRATEALL REQUIRED MOM Location. ,`WHOLE SYSTEM _ ] TAMPER AND WATER FLOW SWITCHES. —WATER SERNCE RY OTHERS,TO COMPLY WTH THE LOCAL WATER 12. FIBERGLASS INSULATION SHALL BE INSTALLED ABOVE ALL PIPING OISiRICI REOUIFF"ENTS ANTI-FREEZE SYSTEM PLACARD INSTALLED IN ATTIC SPACE WITH PROPER VENTILATION. TYPICAL RISER SECTION SCALE.NTS I 13, FIRE SPRINKLER SYSTEM SHALL BE CHARGED WITH ANTIFREEZE SOLUTIONS IN ACCORDANCE WITH NFPA 13D SECTION 9.2.ANTIFREEZE SYSTEM SHALL BE LISTED FOR USE IN NEW SPRINKLER SYSTEM AND SHALL BE GLYCOL-BASED. FIRE SPRINKLER HEAD LEGEND SYMBOL QUANTITY POSITION FINISH TEMP K NPT SIN MFG. MODEL @) 33 PEND WHITE 165 4.9 1 /2 RA0616 RASCO RFC49 II co �, _ PIPE DROP Upper Level = BRANCH PIPING II I I I I I � BREEZEWAY II ( I I I 0 = PIPE RISER ��----------- = MAIN PIPING RPZ UP 17R -- 1 2" RPZ STORAGE STORAGE ARDEN ST o a 002 004 005 2 __-- 5fl, I` ' A ,es2000B I-- Q--j - ---- -� 1 2" RISER MANIFOLD BEACH STORAGE �I 112 Otis 2 1 �" RISER UP L---� -- 2 I UP 11 R TO MECH. OF84 NE GROUND LEVEL FIRE SPRINKLER PLAN SSIONP�'�`, � SCALE: 1/4" = 1'-0" s F.M. STAMPING AREA w 8100 Horton Lane SENTRY 0 8100 Horton Lane AUTOMATIC FIRE Southold, NY, 11971 C: PROTECTION INC. 735 FLANDERS RD FIRE SPRINKLER PLAN �cF/EpRO� FLANDERS, NY 11901 F PH#(631 )723-3095 NO. REVISIONS DATE BY FILE SCALE S23.4651-8100 Horton AS NOTED DRAWN CHEKED PROJECT # BY MRL BY RM S23.46' DATE APRIL 2023 DWG' # S p— ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS NOT BY BARNES COY ARCHITECTS, P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. f r CHECKED BY: - ISSUED RED�t ; a•'�a:rkr., 1 .; .. r �(E AAC, 1 ISSUE FOR ZBA 2020.09.10 2.ISSUE FOR PERMIT 2020.07.15 k- y .„t OPNEw� REVISION No Description Date jw d R E N + a Y z � t i S , + e.. .�i•r �M . au e � 1 u ,i � •.' �' J i r' +" .f' � ; ty t +! 6� .. t "r / ri 7 f„d'/, _Gp'�%k' I ! : �•, �i r yF /. �. ` ,ryi!i < I f} r t ��r r`� l�ja p w y .A?.,$,�ya'{ T',F r !�tyj',�Jt� {'ter 1; � � !i I i f (r✓r'";�' ,�y* p'S„/.., � �5 7'7l'+tlf* � /d i1 ��f Yd- ir,f' �, rrP� +f .7 ?.'�� Y •.'S� - q .'ire" BRIDGEHAMPTON: 1936 MONTAUK HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY 8100 HORTONS LANE TOWN OF SOUTHOLD PHONE: 631 .537.3555 SUFFOLK COUNTY NEW YORK FAX: 631 .537.0558 ARCHITECT: BUILDER: SURVEYOR: STRUCTURE: CIVIL ENGINEER: MECHANICAL: BARNES BARNES COY SEIFERT NATHAN TAFT D.R. PILLA T.F. ENGINEERING KOLB COY ARCHITECTS P.C. CONSTRUCTION CORWIN III ASSOCIATES, P.C. P.O. BOX596 11500 SOUND AVE ARCHITECTS SAG HARBOR, NEW YORK 11963 MATTITUCK, NY 11952 1936 MONTAUK HIGHWAY 11780 OLD SOUND AVENUE 1586 MAIN ROAD 23 DEPEW AVENUE 631.740.7273 P 631-298-5527 POST OFFICE BOX 763 MATTITUCK, NEW YORK 11952 JAMESPORT, NEW YORK 11947 NYACK, NEW YORK 10960 F 631-298-5534 BRIDGEHAMPTON, NY 11932 631.298.1036 631.727.2090 845.727.7793 631.537.3555 (4456 FAX) DRAWING LIST McDONNELL RESIDENCE GENERAL INFORMATION PF L i.1,jC , �# '�4 ._ A1.0 COVER SHEET C0 ' y``P �ai mr MIPTER 14 ftBCntXALT f1W REQUIRED A1.1 GENERAL NOTES& PLUMBING RISER �\ ��CY APPROVED AS NOTED ~'� p t►�£ ,% V1 PIR VENTION door SOUTHOLD, NY ti. ;—,r— IS UN L�11 4 t UL £ '1 .:. O,r>•fA r R SITE PLAN A2.0 SITE PLAN DATE: B.P.# � T' I 1- �- �-� . .fir{ �::. a. �,'.; F Ctctsnrorl 1F10UT CL � IF11CA FLOOR PLANS FEE` 3�I •a Ail exterior lighting A3.1 GROUND LEVEL FLOOR PLAN �BY. OGC Irl; vY installed,replaced or est�ng required:. MAIN LEVEL FLOOR PLAN NOTIFY BUILDING DEPARTMENT AT COVER SHEET A3.2 765 1802 8 AM TO 4 PM FOR THE r TA,!'! S,TrjMNI �,n r ^` �F repaired shall conform A3.3 UPPER LEVEL FLOOR PLAN FOLLOWING INSPECTIONS: A3.4 ROOF LEVEL FLOOR PLAN 1. FOUNDATION TWO REQUIRED FUr Si., PW T 10 Chir'�'i art ��b t0 Chapter 172 Or Tr 1E TQ'a1J CCIE, of the Town Code A3.5 GROUND LEVEL RCP FOR POURED CONCRETE A3.6 MAIN LEVEL RCP 2. ROUGH - FRAMING & PLUMBING Must provide Manuals f l ;/ YC R{ WI H >� L C�JE� OI-_ A3.7 UPPER LEVEL RCP 3. INSULATION D, J and S as per ELEVATIONS 4. FINAL CONSTRUCTION MUST STATE & TOWN CODES PLUMBER CERTIFICATION A4.0 EXTERIOR ELEVATIONS FINAL COMPLETE FOR C.O. h rs��UIREG AND CONDITIONS OF NYS Ene Code A4.1 EXTERIOR ELEVATIONS ALL CONSTRUCTION SHALL MEET THE Fire separation ON LEAD CONTENT BEFORE SOUTHOLD HOLD TOWN ZBA A4.2 EXTERIOR ELEVATIONS REQUIREMENTS OF THE CODES OF NEW required as per CERTIFICATE OF OCCUPANCY YORK STATE. NOT RESPONSIBLE FOR C SOUTHOLD TOWN PLANNING BOARD NYS Code SOLDER USED IN WATER SECTIONS A5.0 BUILDING SECTIONS DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN TRUSTEES SUPPLY SYSTEM CANNOT A5.1 BUILDING SECTIONS EXCEED 2110 OF 1% LEAD. I �. Al A5.2 BUILDING SECTIONS DEC 000 ( DO NOT PROCEED WITH A" 1 7 2021 J A5.3 BUILDING SECTIONS FRAMING UNTIL SURVEY A5.4 BUILDING SECTIONS OF FOUNDATION LOCATION I I ' I; P,,UTT DTNG DrE,TT, cv F L ' RENDERINGS HAS BEEN APPROVED. ALL PLUti"SING A/ �: t S fI„I�T(�F &WATER LINES I'- A10.0 RENDERINGS � � �� TESTING BEFORE COV'tfti;a�� LO N 2020 JULY 15CD N co co W ROOM SCHEDULE MATERIAL SYMBOL LEGEND COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE Generated b REScheck-Web Software = i l Job: 8100 Horton Lane AN INSTRUMENT OF SERVICE AND ROOM # ROOM NAME LEVEL EARTH COMPACT FILL Y Load Short Form SHALL REMAIN THE PROPERTY OF S Date: 5/19/2020 �G,%STEigF� THE ARCHITECT.THE CONCEPTS Entire House By: Gerson Rubio Q. fop AND DESIGNS CONTAINED HEREIN Compliance certificate Home Energy Solutions �Q`5 �9v E INTENDED FOR THE SPECIFIED GROUND OCATION AND CLIENT. UNDER NO POROUS FILL✓GRAVEL CIRCUMSTANCES SHOULD THEY BE 000 GARAGE GROUND 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3Q"il.com web:home-energysolutions.com n USED BY ANOTHER PARTY OR IN 001 STORAGE GROUND � Project '� ANY OTHER LOCATION. to ANY CHANGES MADE TO THE PLANS Pro ec� McDonnell Residence Information NOT BY BARNES COY ARCHITECTS, 002 CABANA GROUND 1 003 BEACH STORAGE GROUND CONCRETE BLOCK For: Ewyo P.C.OR WITHOUT WRITTEN Energy Code: 2018 IECC 8100 Hortons Lane, Southold, NY CONSENT OF BARNES COY 004 STORAGE GROUND Location: Southold, New York ARCHITECTS, P.C. IS IN VIOLATION 005 GARDEN STO. GROUND Construction Type: Single-family OF LAW AND STRICTLY PROHIBITED. CAST-IN PLACE CONCRETE Project Type: New Construction Conditioned Floor Area: 3,324 ft2 DesignInformation CHECKED BY: MAIN Glazing Area 3$%100 GENKAN ENTRY MAIN Climate zone: 4 (5572 HOD) Htg Clg Infiltration STONE WALLS Permit Date: Outside db (°F) 10 84 Method Simplified ISSUED 101 GUEST BATH MAIN Inside db(OF) 72 75 Construction quality Tight 102 GUEST ROOM MAIN Permit Number: Design ID(OF) 62 9 Fireplaces 1 (Tight) Daily range - L 103 POWDER RM MAIN WOOD FRAME CONSTRUCTION Construction site: owner/Agent; Designer/Contractor- Inside humidity(%) 35 50 2.ISSUE FOR PERMIT 2020.07.15 SMALL 8100 Hortons Lane Barnes Coy Architects Moisture difference (gr/lb) 33 32 104 LIVING ROOM MAIN ( SCALE) Southold, NY 105 DINING ROOM MAIN 106 KITCHEN MAIN ! RIGID FOAM INSULATION HEATING EQUIPMENT COOLING EQUIPMENT Compliance: Passes using UA trade-off 107 PANTRY MAIN Compliance: 5.3%Better Than Code Maximum ILIA-, 926 Your UA: $77 Maximum SHGC: 0.40 Your SHGC: 0.30 Make n/a Make n/a Trade n/a Trade n/a 108 UTILITY CLO. MAIN The%Better or Worse Than Code Index reflects how close to compliance the house 1s based or code trade-off rules, It DOES NOT provide an estimate of energy use or cost relative to a minlmurr-code home. Model n/a Cond n/a 109 MECHANICAL MAIN FIBERGLASS BATT INSULATION AHRI ref. n/a Coil n/a AHRI ref. n/a Envelope Assemblies Efficiency rVa Efficiency n/a UPPER Heating input Sensible cooling 0 Btuh REVISION 200 HALLWAY UPPER XX WOOD FRAME CONSTRUCTION Heating output 0 Btuh Latent cooling 0 Btuh (LARGE SCALE) Temperature rise 0 OF Total cooling 0 Btuh No Description Date 201 OFFICE UPPER Actual air flow 0 cfm Actual air flow 0 cfm 202 MASTER BEDROOM UPPER Ceiling: Flat Ceiling or scissor Truss 1,930 3010 0.0 0,035 68 Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh 203 MASTER BATH UPPER WOOD FRAMING, ROUGH LUMBER wall: Wood Frame, 16"o.c. 4,910 19.0 0,0 0,060 182 Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 204 HIS/HER CLOSET UPPER Door 1: Solid Door(under 50°k glazing) 21 0.200 4 205 MBR POWDER UPPER Door: Glass Door(over 50%glazing) 431 0.300 129 WOOD - BLOCKING SHGC: 0.30 206 JACK'S BEDROOM UPPER Window: Metal Frame 1,433 0,300 430 207 JACK'S BATH UPPER SHGC: 0.30 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF Floor: All-Wood jolstrrruss 1,117 30.0 0.0 0.033 37 (Il2) (Btuh) (Btuh) (cfm) (cfm) 208 LAUNDRY UPPER 209 CLOSET UPPER PLYWOOD Floor 1: All-Wood joist/Truss 813 30.0 0.0 0,033 27 ZONE 1 1251 24068 32122 1357 1367 _ ZONE 2 326 6554 7758 300 300 210 EXERCISE RM. UPPER Compliance Statement: The proposed building design described here is consis t wlth the building plans, specifications, and other ZONE 3 658 11372 14170 600 600 calculations submitted with the permit application.The proposed building en designed to meet the 2018 IECC requirements In ZONE 4 1088 16404 15425 600 600 WOOD FINISH RE ersion ° RE Sc ck-Web and to co Iy with the mandatory r ul ments listed In REScheck Inspectio/Ch cklis&� �• ,j;' 6 �O g a Entire House 3324 58398 66066 2867 2867 Marne-Title Signature Date Other equip loads 11315 1706 Ma Equip_ @ 1.00 RSM 67772 DUCT SEALING DIAGRAM Latent cooling 2245 TOTALS l 3324 I 69713 ' 70016 I 2867 ' 2867 - IE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -'- .- �- Project 71tle: McDonnell Residence Report date, 05/20/20 i" wrigF�tSO>t`Y` 2020-May-2013:52V - `~ I Data filename: Page 1 of 9 !� , Right-Suite®Universal 2019 19.0.16 RSU25299 Pagel ( -.100 Ho.ton's Lane%8100 HortoWs Lane ManJSD.rup Calc=W8 House Front faces: E PLUMBING RISER DIAGRAM BRIDGEHAMPTON: 1 _4°0 V.T.R. I�4"0 V.T.R. 1936 MONTAUK I I ROOF _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY Branch line take-oft and j4 ncS PHONE: 631 .537.3555 , FAX: 631 .537.0558 2r, o 2„ 0 2„ 0 ,! VENT TO EXT. BARNES2„0 2 0 2„0 20 2"0 2 0 2 0 2„0 2„0 E 2„O SINK y 2„0 LAVATORY LAVATORY LAVATORY LAVATORY 2 0 TfanSv+et'Se�joints £'.tJ.. S c3pld Cjf1V$ W/C WASHER DRYER W/C W/C f,Pai joints)Ir1 trunks and c3jl j0iP1t5r1 +' SHOWER 1-1/2 !D TUB ARCHITECTS �- R �. � UPPER LEVEL _ _ _ _ plenum F. � — — SHOWER t. `'`- ;,. . 1-1/2"0 — — — — — 1-1/2" >?� — — 1-1/2"0 3-0 1-1/2"f1J 1-1/2"0 3"0 2„0 2r,O 3„O 2„O C.O. I I C.O. C.O. I i ,m LAUNDRY 205 MBR POWDER 203 MASTER BATH 2 20 JACK'S BATH SCALE: NTS 2r, 2,r 2 0 2110 2 0 2110 MCDONNELL SINK SINK 2"0 2°0 2"0 2"0 RESIDENCE LAVATORY LAVATORY 2"0 D/W D/W W/C W/C SOUTHOLD, NY MAIN LEVEL SHOWER �1 1-1/2"0 1-1/2"0 ,� T2"1-1/2"0 3"0 1-1/2"0 3" 0 - GENERAL NOTES & C.O. I � °. PLUMBING RISER *19TCHEN 1 O POWDER ROOM 101 BATHROOM 01 EXTERIOR BUILDING WALL CLIMATE AND GEOGRAPHIC DESIGN CRITERIA 1 GROUND SNOW LOAD WINDSPEED (MPH) SEISMIC DESIGN WINTER DESIGN ICE SHIELD 2„0 °0 CATEGORY TEMP UNDERLAYMENT REQ D 2„o 45 PSF 130 C 13 DEG F LAVATORY FRESH AIR INTAKE SUBJECT TO DAMAGE FROM 4L GROUND LEVEL SHOWER FINISH GRADE Al I Qf WEATHERING FROST LINE DEPTH TERMITE DECAY FLOOD HAZARDS 3" 2„ C.O. I SEVERE 3'-0" BELOW FINISH MODERATE SLIGHT TO ZONE 'AE' 00 ABANA C.O. C.O. TO APPROVED GRADE TO HEAVY MODERATE BASE FLOOD ELEV: 12' ASL C.O.I SANITARY SYSTEM HOUSE TRAP 2020 JULY 15 ©COPYRIGHT NOTICE: w THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF M N o THE ARCHITECT.THE CONCEPTS Z N/O/F L AND DESIGNS CONTAINED HEREIN ^ EWALD KARBINER & \S1EREpq ARE INTENDED FOR THE SPECIFIED � -f S 64°SO'OO" E oN JOSEPH TOAHTZ .k w �� ` l��OgHER 9C� � � LOCATION AND CLIENT. UNDER NO I ' Ln 41 6M95 i r CIRCUMSTANCES SHOULD THEY BE 6 ' I FOUND CONC. USED BY ANOTHER PARTY OR IN I 1 o� N. 0.a'N. 2; ANY OTHER LOCATION. -QpN I —J — I— — I O ANY CHANGES MADE TO THE PLANS BEACH FENCE --'� SPLIT RAIL ENCE V ENCE 0 \ ( GRASS BRU�SHF ,.2'S. NCE 0.5'S. O.L. .. , W * NOT BY BARNES COY ARCHITECTS, EDGEa- 1 P.C.OR WITHOUT WRITTEN I � k �/ I I I I pP \ _ — BRUSH F 0 1, �'? \ _ l'l 0�140 P�' CONSENT OF BARNES COY .•. / NEW v ARCHITECTS, P.C. IS IN VIOLATION I I I — N \ �N , o i / OF LAW AND STRICTLY PROHIBITED. • O li► 0) CHECKED BY: - W � \ ilo I 1 ( I m �� ' / ISSUED I \ I I I I o 07 \ / {�I 1 ISSUE FOR ZBA 2020.09.10 r� I oN ( mo V I \ o / S`e° 2.ISSUE FOR PERMIT 2020.07.15 rh w � `✓ z I I II I w� I m \ I EXIST'G SEPTIC SYSTEM TO 5�'� �O 1_ ( I ' BE ABANDONED PER s� �� p / Y SCDHS-WWM APR ! W� / I N 56°29'40" I - 1 \ I FRAME AME o w ,, I I I SHED cd 1 0" co TEP I / `b 3 S� PLO 1 J 00 '"""a-•*..-.1 """^ --'}-- I I n I BRUSH DW 1 n 1 _ 1 i / / Q S' ��Q/• \Gi MON. o O� o J ' WATER I / °' 04 �� REVISION CID 3 r / C., o ° No Description Date MARGARET AN ^ ( z � FOUND JAMEs J. N ' DHY 5'-p MON, CONC. MURP 5'- 1 1p 0. / �P�ER LO CONC, MON. 348 I DUN ON Ic' WIDE CEH HAZARD AMAP ER ION OWN 4 LO J IQ N p OOCL UN O N z W_O z `) w � SITE PLAN U w 1 11 = 20'-011 Q LO 41 6 . 95 ' I� T) Y McDONNELL RESIDENCE _ ` RR I I �... ''-�'r*J 'ri` �'•, � 11, i i \,;:, 1,'. �+ r4 ,., Fir,..,.. ..r,. ..}�. ,,.: ,,\i1! FENCE 8100 HORTONS LANE ( 4 ~L ,.. \ / .2 W. ` TOWN OF SOUTHOLD I SUFFOLK COUNTY, NEW YORK /t' N -1 PERVIOUS STONE DRIVEWAY — S.C.T.M. # 1000-54-04-31 \ r N BRIDGEHAMPTON: \ 'rr / 10 - \ / 1936 MONTAUK HIGHWAY PO BOX 763 ;t• BRIDGEHAMPTON, NY n PHONE: 631 .537.3555 EXISTING TOWN + DEC COVERAGE CALCULATION I I p � ��o�/ �� - � FAX: 631 .537.0558 LOT AREA 31 063 SF RUSHE ' - �0 / 010 ADJACENT AREA(to CEHL Line) 12,660 SF STONE RESIDENCE 1 615 SF STORAGE CAR PORT GARAGEWALKWAYham\° EXISTING REST ' BARNES EXISTING FRONT PORCH 62 SF 1 �° / / �Qw / EXISTING REAR PORCH 292 SF 2,114 SF EXISTING OUTDOOR SHOWER 44 SF / O� COY EXISTING SHED 101 SF / �� `��=�� ' � � ��`� � ARCHITECTSTOTAL EXISTING COVERAGE 2,114 SF or 16.7% PROPOSED TOWN + DEC COVERAGE CALCULATION L LOT AREA 31,063 SF O — I LANDING ADJACENT AREA to ClHL Line 12,660 SF COVERED PATIO / ALLOWED BUILABLE COVERAGE 2,532 SF or 20% OO DW / FLUSH' PROPOSED RESIDENCE 1,713 SF — — — — — / CLEAN-OUTS PROPOSED TERRACES ADELANDING 760SF 2521 SF 10'30 SFO a�' McDONNELL PROPOSED ON-GRADE 1'i _ OUTDOOR SHOWER PROPOSED UPPER VL 18 SF SYISTEM TO BE v Q'� , / w , O ABANDONEDPER Q O I 40��p„ ; 1,;,1\' ; / �W �� o� RESIDENCE TOTAL PROPOSED COVERAGE 2,521 SF or 19.9% SCDHS-WWM — BANA STORAGE STORAGE 20 H1lDR A TION AN500C `1 ` QQ� / / Gj O s' CaJ`C�� n STORAGESERIE Zs "' / ��O � SOUTHOLD, NY / \ DW SETBACK DIMENSIONS — �16'-5,, _ WATER / O 0�� ci � SITE PLAN PRINCIPAL BUILDING SETBACKS PROPOSED SETBACKS / _ ALINE — — — — — — — — — _ — _l'` -' QQ O�� '\lb O FRONT YARD: 40' FRONT YARD: 40' \� � ELECTRICAL SERVIC & O SIDE YARD: 15' SIDE YARD: 16' 10" 207.63' / CONTROL LINES TO / �� SIDE YARD: 20' SIDE YARD: 23'3" """' OWTS CONTROL PA EL mom HIGH WATER MARK DISTANCE: 262' 2" / / / \ G��Q�P�O O TOTAL CONDITIONED AREA; MAXIMUM ALLOWABLE HEIGHT: 35 FT PROPOSED HOUSE: 3,017 SO FT PROPOSED HEIGHT: 34 FT CID BARNES COY ARCHITECTS P.C.ACCEPTS NO RESPONSIBILITY or LIABILITY FOR WORK �+ Ln PERFORMED BY or INFORMATION PROVIDED by OTHER AGENCIES(NATHAN TAFT CORWIN 10'-0" C ONC. �SNN�S LAND SURVEYOR), BARNES COY ARCHITECTS P.C. IS ALSO NOT LIABLE FOR THE ACCURACY of FZ INFORMATION OBTAINED BY THE CLIENT FROM OTHER AGENCIES. THIS DRAWING IS UN � � ACCURATE ACCORDING TO THE INFORMATION GIVEN TO THE ARCHITECT by THE ' 0 WID I P CL PARTICIPATING PARTIES. ON E CEHL qS 3 48. 1 1 <c�' N THE ABOVE PLAN COMPLIES WITH THE 2020 NEW YORK STATE RESIDENTIAL AND HAZARD MAP EROSIONHOWN 4 LO ENERGY CONSERVATION CODE A` `v Lb SITE PLAN BASED ON NATHAN TAFT CORWIN III LAND SURVEYOR SURVEY DATED ON ENLARGED SITE PLAN N 01/02/2018 a 3/32" - 1'-0" 2020 JULY 15 N co MT W ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN A B C D E F G H I J K L ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN 54'- 1 1/2" ANY OTHER LOCATION. _ ANY CHANGES MADE TO THE PLANS 5'-8 1/2" 1 2'-0" 1 8'-0" 1 5'-0 1/4" 12'-7 3/8" 1 '-3 3/8" 7'-5 1/2" 1 2'-0" 12'-6 1/2"1 3'- 1 3/8" 1 14'-4 5/8" NOT BY BARNES COY ARCHITECTS, P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION 1 A4.1 1 OF LAW AND STRICTLY PROHIBITED. I I A5.4 I I I 1 A5.0 I I I I %STERF� -CHECKED BY: - 1 Q�Q(OPHEp ISSUED 1 ISSUE FOR ZBA 2020.09.10 ____ _____ __ __ n 2ISSUEFORBID2020.12.02 L...aa.................... - - ............................... _... ..... ..... _.. .... .. - ----- ------ ry_- - — - — �F 3 EX.WIN. & DOOR PRICING 2021.06.22 G01 co ( I I I I ",� N�0 0�� 4 ISSUE FOR CONST. 2021.07.19 -.�..N "SMARTVENT" 1540-520 ( I "SMARNENT' 1540-5 �N UV Y ISSUE 6LDG DEPT COMMENT I F� �... ...... . ........ ._._. . _i . . ._. I I I I Eo ...._......_...._...._... ........_.,....._.............................. BIBB yam. 1 01 f HOSE 1.... .... ............ ....-.._._._.._........._ ....... ........... I � � 4 REVISION ................__......._ ....._....... ............... _._ _.._....>....... 1 I I I I 1 . I.................................. .. II 1 1 No Description Date T I co I h A5.1 , I � 3 A4.2 2 STORAGE - ................. ZV r N T i I I I I I . Ico I : T.O. FIN. FLR. ' CAR PORT GARAGE I I +7'-0"ASL OOO ........... __................:..... ....................... __.._.__._.—��__.. -� T.O. FIN. FLR. • "SMARNENT' 1540-520 I 1 "SMARNENT' 1540-52 I I I.. - SMARNENT 15110-52 +7'-0"ASL I � ........_......._..................izz... ........... f,.............._...._....._......--.............................--................ -....-... .._.... _— ..— _ _._.. N 1......................._............. ..................-..j.....................__.._......._.. - --..._.........._._._._.. --- - L_. ... I I _. } : to � M O i L- -1 T IF c" I _._.._......._.. _------ _ ____ ZONE AE FLOOD VENT ( j I REQUIREMENTS: --- 1 GARAGE/STORAGE/CABANA �� i i i i co 1 � I � � I 1 1,138 SQ. FT.;MIN.6 VENTS in A5.2 RATED AT 200 SQ. FT. OF-- FLOOR j AREA PER VENT BRIDGEHAMPTON: 4 _ -- ----_--------_---------_ I � I T.O. FIN. PAVING I 1936 MONTAUK _ +7'-0"ASL 2 A4.0 HIGHWAY PO BOX 763 3 BRIDGEHAMPTON, NY : PHONE: 631 .537.3555 1 FAX: 631 .537.0558 M i A4.2 r Ot TDOOR ! I I ! I I I I I 1 F SHOWER& DR IN ...._.__-.. ,F. 1 TO DEDICATED j 1 3'-8 5/ " j 15 A5.3 DRYWELL i A5.3 =-10118' __.___---_. ----.6,.._-_ __.__._._7..� -31$,• " 8'- 10 1/4" UP 17R iall I I I I 1 - 3/8" 7'-10 1/4" I I I I I .............................. ._............................................................................................................._........- ...._....._........ -- _. 3 _ .., .. .. E04 E 3 --- --- N I I I I "SMARNENT" 1540-510 t OOR T.O. FIN. FLR. ............................................... ........ 00 E05 +7' 0"ASL __ STORAGE BEACH STORAGE STO GE bo + M g 0 2 0 3 004 GARDEN STO. p--- Op I I Op I 005 MCDONNELL SMARN�NT 540-52, 2 i i - _ ....._ ._L , 2 RESIDENCE 6 — L-------L-- ---- UP 11R SOUTHOLD, NY HOSE BIBB , TO MECH. GROUND LEVEL I I I ------------�-j I 2 I I I I I 1 1 FLOOR PLAN A5.4 I A4.1 A5.0 I I I I I I I I I I I A B C D E F G H I J K L CONSTRUCTION NOTES: 1.ALL DIMENSIONS ARE FRAME TO FRAME UNLESS OTHERWISE NOTED 2. REFER TOSTRUCTURAL ENGINEER'S DRAWINGS FOR SIZING ON ALL STRUCTURAL MEMBERS, COLUMNS, BRACING, FOOTING AND FRAMING. 3. DEPTH OF CURTAINWALL SYSTEM MAY EFFECT FRAMING DIMENSIONS; G.C. Q n GROUND LEVEL FLOOR PLAN TO VERIFY ALL DIMENSIONS IN FIELD UPON CURTAINWALL/WINDOW WALL � SHOP DRAWING APPROVAL o 1/4" = 1'-0" 4.ALL GWB INTERIOR PARTITIONS AND CEILINGS TO BE LEVEL 4 FINISH co CD A3 I N 2021 SEPTEMBER 16 N T ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN A B C D E F G H I J K L ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN 54'- 1 1/2" ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS 1 -3 3/8 NOT BY BARNES COY ARCHITECTS, 4'-3 1/2" 5'-8 1/2" 2'-0" 8'-0" I 5'-0 1/4" 1 2'-7 3/8" I � " 7'-5 1/2" 1 2'-0" 12'-6 1/2"13'- 1 3/8" 14'-4 5/8" P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY 1 I A41 1 ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. I I A5.4 I I I 1 43- 0m�oNn AAAA5455....3201 1 1II� I..._........._.....—...:_................—...............I. .._...._...................-... -..._.—.�..-....... : Ir_ar�10 I;� IfI II I I III - II I. . I1I I If� ...0. AA 051-5 .0 1III II ..........34...+. ' ....-"1.III 1 IfI ..�- N- ._ 1 I II I 23IIIIIII , IIIIII ; - LI�1I II1I 1I- - � A 5 .1 _ - r-C V AA55151 . 2 OiEpRE0 HE y i� CHECKED HECKED . &BY D,.: 13'-23/ 17'-5" n -10 ISSUED * 1 ISSUE FOR Z B OA R2 0P2 Rs0.0- 2 ISSUE FOR 9.1P0 I 2020 12 02 ICING 2. aH 0.. , 2- 1- . 0 6- .2 2 4 ISSUE FOR CONST. 2021.07.19 o, 5 ISSUE BLDG DEPT COMMENT 2021.09.16 ............... ....._......... _........... ._ ........ -1 0 I GUEST ROOM REVISION29'-0" 16 5 3/8"c� No Description Date LIVING ROM 0 N CD FLUSH CUSTOM TRY 1 DOORS FIN. DECK /2" 2 3/8" 5'-2 7/&. 2'- 101/2" 2' 6 1/4" DOOR ad _ 817 -41/4"ASL 1/2 T.O. F.F. @ MAIN LVL TERRACE SL °°t 51,.10 1/4"* 8 1/41 1 SAIR 1SHIES4111 —————————---—————— r7 ................ -10 3'- GUEST BATH3 1/2 POWDER FM 101_ d 0 � D--- -------- ---- ------- --o i I cmI b T O F F NTR N + 6'_ B"ASL DININ ROOM o a E KAN ENTRY0 _ 1 0 2" . 31 0 i2" 3 1/2" 5' 7 �A261LO EST11 EXT. STAIR CQ rloa - DOO Z . ............. OLT-O. N. HEN- -K BRIDGEHAMPTON. � 1936 MONTAUK co 2 HIGHWAY PO BOX 763 BRIDGEHAMPTON, NYI co N 10 I I�Dw PHONE: 631 .537.3555 FAX: 631.537.0558 °°co102.............. ...... co —Dw : I IL y 2 A 111 T Em C T E3 A6.1 T.O. F.F. MECH. ASL -4 3/8 2'- 1 8"3'-53 2' 6 1/2" 9 14' 3 7/8" 51/2" 31/2 i \ MECHANICAL Do1-107EST2i EXT. STAIR i TILITY CLO McDONNELLPANTRY2 11'-6" ' 10 .DCJ 2 A5.4 RESIDENCE EO A54 6 -—-—-—-—-—-— —' EST3 EXT. STAIR' SOUTHOLD, NY Z LA 2 1 1 1 1 MAIN LEVEL FLOOR PLAN A5.4 A E G ) H I K CONSTRUCTION NOTES: 1.ALL DIMENSIONS ARE FRAME TO FRAME UNLESS OTHERWISE NOTED 2. REFER TOSTRUCTURAL ENGINEER'S DRAWINGS FOR SIZING ON ALL STRUCTURAL MEMBERS, COLUMNS, BRACING, FOOTING AND FRAMING. 3. DEPTH OF CURTAINWALL SYSTEM MAY EFFECT FRAMING DIMENSIONS;G.C. 1 MAIN LEVEL FLOOR PLAN TO VERIFY ALL DIMENSIONS IN FIELD UPON CURTAINWALL/WINDOW WALL -- - aTNNQc�t /4" = 1'-O" SHOP DRAWING APPROVAL 7t 4. ALL GWB INTERIOR PARTITIONS AND CEILINGS TO BE LEVEL 4 FINISH 0 N CD M 3 2021 SEPTEMBER 16i , N \ T ©COPYRIGHT N( THE FOLLOWING AN INSTRUMENT SHALL REMAIN TI THE ARCHITECT. D E F G) H I J K AND DESIGNS CC L ARE INTENDED F LOCATION AND C CIRCUMSTANCE 54'- 1 1/2" USED BY ANOTHI ANY OTHER LOCI 3 1/2" 5'-8 1/2" 12'-0" 1 8'-0" I I I I I I 1 -5'-0 1/4' 2'-7 3/8' -3 3,'8" 7'_5 1/2" 2'-0" 2'-6 1/2" 3'- 1 3/8" 14'-4 5/8" ANY CHANGES M, NOT BY BARNES i I P.C. OR WITHOUT CONSENT OF BAF ARCHITECTS, P.0 A5.4 I 1 I A5.0 I I I I SSEREp OF LAW AND STR 1 I Q�`'7.6 V n CHECKED BY: 5 - 11� 19'-83/ " 5'-23/8" 3'-37/8" I A5.2 207 08 1 1 1 1 210 ISSUED 0 1 ISSUE FOR — 1 Ew BID' I ..........._.. 3 EX. WIN. RDOOF 15 -5 1/8 -' - 15 1/2 -0" 5 1/2" 3'-6" 5 1/2"1 i �3 7/2" 1/41, rn 12'- 1 5 1/2" 4 ISSUE FOR CON _.-.........._............._..._- .............. .......... 209 ISSUE BL G DEF DOOR 2021.09.16 .................... U- ASTER BATH 203 ' 20 o a _ - .... c .. _ j.. i 120 206 - cm A5.1 DOOR - �.... ...._. I REVISION J 00 HIS/HE CLOSET - No Descrip N -- - - /4" 1 11 : N MASTER BEDRO M 202 EO I ' Q 1 / T.O. FIN. DECK _. ... .. _.. ....... +29 4 1/4"ASL ff r = w _. -..._ V) i' N / 1 I .. 1 Ln _1 -coL.. 1 HALLWAY .... ,- T.Ch. F.F. �a UPPER LVL ET MAS ER TERRACE '-258" 3'- 13/8"..... i 1- 11/8" / 209 200 + 9'-6"ASL I -- ---- .T RM. EXERCISE r 1209 N _ r - - - LO 5LO 00 210 - i i i i STi STAIR 1 A6.0 T , l i l i LO i 8 _ rn 10'-6 1/4" 2 DOOR 1 I i i i i i i i i i i i i i - - BO — _— ----- ............. OKgASE -- -'_ L. I . -211 LWEN r — — — — ------- ... - .._.. - - CLO. .... — 201 212 212 1 `O _.. m 1 _ _ 5'-91/2" 3' 11" - 112 3/4" N T 3 1/4" I 3' 11" 1 1 / 3 1,� I 3 OFFIC �` 1 EQI Q N LAUNDRY I -5 1/2" I - - - - - - - (i8 f3ee r — — i 2 I ' „ 0 1 \ Lo 1 IDO OR _ ...... ........ _. . ... � - 120 1 T ' ' D I I 1 1 1 — : N — — 4 BRIDGEH/ _ �, I I I I 204 , i 2 4 W6MOI A .o HIGH AY Pi 1 T.O. FIN.DECK BRIDGEHAN +29'-4 1/4"ASLco I I 1 co PHONE: 631 JACK'S TERRACE JACIVS BEDR OM / FAX: 631.E Fj - 206 A5.3 7� : 203 1 I 3 f. t . . 4'-2 7/8" 5 1 5'13" 3 1/2" 5',77 -4 114" I-20 1ARco""HI" -- — ---._- 7 _.. . �O 5 OOR Q cv N 0'" 1 3/4" JACK'S BATH O� �- A� : : ... 1 _ ' N � ' EXH NGE H 5 r 20 i I I. I I J /� A5.4 u� I ROOF BELOW . 2 MCDON RESIDI 211 6 6'-9 1/2" 2' 6" 3'-8 3/4" I SOUTHOLI 1 1 1 I 1 2 I I I I I UPPER A5.4 I A4.1 A5.0 FLOOR i I I I I A B C D E F G H I J K L CONSTRUCTION NOTES: 1.ALL DIMENSIONS ARE FRAME TO FRAME UNLESS OTHERWISE NOTED 2. REFER TOSTRUCTURAL ENGINEER'S DRAWINGS FOR SIZING ON ALL STRUCTURAL MEMBERS, COLUMNS, BRACING, FOOTING AND FRAMING. UPPER LEVEL FLOOR PLAN 3. DEPTH OF CURTAINWALL SYSTEM MAY EFFECT FRAMING DIMENSIONS;G.C. 1 1/4" 1 -�" TO VERIFY ALL DIMENSIONS IN FIELD UPON CURTAINWALL/WINDOW WALL = SHOP DRAWING APPROVAL 4.ALL GWB INTERIOR PARTITIONS AND CEILINGS TO BE LEVEL 4 FINISH 2021 SEPTET ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS ZEREp� AND DESIGNS CONTAINED HEREIN ARE INTENDED FOR THSPECIFIED A B C D E F G HT J K L C?��OpHEq�9C', OCAT ON AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE * V USED BY ANOTHER PARTY OR IN 54'- 1 1/2" '� I ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS „ I „ I „ I I „1 1 _3 3/8" ( „ I „I I �► � NOT BY BARNES COY ARCHITECTS, 5 -8 1/2 2 -0 8 -0 5 -0 1/4 2 -7 318 7 -5 1/2 2 -0 2 -6 1/2 3'- 1 3/8 14 -4 5/8 '9 P.C.OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. I I A5.4 I I I 1 A5.0 - CHECKED BY: - I ISSUED I I I I I I I I I i I 1 ISSUE FOR ZBA 2020.09.10 2.ISSUE FOR PERMIT 2020.07.15 --------------------- I I \I\ /� I - - ------ -- REVISION �l No Description Date o MASTER \\RD/ I RD / i45.1 cm BELOW — — BELOW - I '-77/8" // 0'- 1" I 10'-75/8" co ---------------- IRE LACE CHIMNEY N LUE UP W/FAN; DIA.AS EQ'Q BY MANUF. \ \ MAIN-LVL.}- — ------- ---- T , s / I M 1 I I i \\ RD� � I I \ RD A I I I I ! I 00 � 3 LO ao , A5.2 BRID EHAMPT N: 4 4 G O I I I I I I I I I I 936 MONTAUK \ 2 A4.0 HIGHWAY PO BOX 763 MAIN LVL TERRACE \ \ I // BRIDGEHAMPTON, NY \ / BELOW SOLbR PHONE: 631.537.3555 PAN Ls / FAX: 631.537.0558 \\ / cf) I \ \ \ I RD //I/ I I I I I E� 't c(0 D y I I I I /' I I \ I ► I I I ARCHITECTS- 5 co I i /// I I I � \ RD RO F I I I I I McDONNELL / O BEL W / ' � / / \ RESIDENCE A5.4 SOUTHOLD, NY ROOF LEVEL 2 I I I I I I FLOOR PLAN 1 1 A5.4 A4.1 I A5.0 I I I I I I I I I I A B C D E F G H I J K L CONSTRUCTION NOTES: 1.ALL DIMENSIONS ARE FRAME TO FRAME UNLESS OTHERWISE NOTED A314 2. REFER TOSTRUCTURAL ENGINEER'S DRAWINGS FOR SIZING ON ALL STRUCTURAL MEMBERS,COLUMNS, BRACING, FOOTING AND FRAMING. 3. DEPTH OF CURTAINWALL SYSTEM MAY EFFECT FRAMING DIMENSIONS;G.C. d n TO VERIFY ALL DIMENSIONS IN FIELD UPON CURTAINWALL/WINDOW WALL LO ROOF LEVEL FLOOR PLAN SHOP DRAWING APPROVAL 4.ALL GWB INTERIOR PARTITIONS AND CEILINGS TO BE LEVEL 4 FINISH co T N 2020 JULY 15 N co TM W ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE INTENDED SPECIFIED A B C D E F G H I J K L LOCATION AND COL ENT.EUNDER NO CIRCUMSTANCES SHOULD THEY BE ( I USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS I I I I I I I I I I NOT BY BARNES COY ARCHITECTS, P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY I ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. I I I I I I I I I I I I opKER I % CHECKED BY: - I �� ,�_t ��j ISSUED I I I I I I I I I I I ,< * 2 ISSUE FOR BID 2020.12.02 1 — — — -- -i - — — — :,:. . - .,.... .. F `�� • : —(j) -` - . 4 ISSUE FOR CONST. 2021.07.19 ; :I I I I • L I I I I 5 ISSUE BLDG DEPT COMMENT ' - , I ' . , , 2021.09.16 , , . , :r.r_ I . : I i , - . - , i ✓% .. _, . , . . . I I . . . ii< . is . . i . i _, , 1. t . . , - . ,. /I I ' . s u ; , 1 i t/ 1 , I , , , . I ` . , . . I a i" •I i I I: ' — I - .. .. f E - . i _ .. 1 i . , . , , I i I �1`.' I - I 1, . , :\ , , . . : 1 . • , REVISION I i .. "TYPE'X'GYPSUM BOARD 1 i . 5/8 . . - , , I 5/8 TYPE X'GYPSUM BOARD . , . ' • , I , • CEILING.. .CEILING . .. • I h ,' f I No Description Date : : : . : , , , . , -IIII I , . , ,. ... 4 - . .. . ! I } j , - i } . - , I , , - I i , ' I . .FINISHED CEILING H IGHT _ __ _ , _ _ - I _ ,FINISHED CEILING HEIGHT : - � i , 8 -6 A.F.F. . .. i .: �: I' I i I I' , , . . - - 9'-3 3/8"A.F.F.• . , ., • - - _ • - _ i ! - - - - - i i I I 3 . . 1 i , I , 1 i i i . - , - , I I { I i j I . 'I k I i . i - ' i ; ; 1 I j • - I . I . , - — , . , . i I F — , 1. . . . I i • - . . . . , i i i I . 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CEILING I I t - - - - ' - , ,+ f- f::, I - , ' _ - _ ------� -- I. • — ' I-• I �` : I'`"- -F.JN:.CDILJNG'H fGIFJT. DROP.CEJLING _ MCDONNELL I 7'- 1 1/: A.F.F. - ' - - 6 11 1/4 A.F.F.I I .. I tRESIDENCE I , II I . - .. - _._,.,- —.-..,-_. 6 - - - -= --- - ..-.__ - - - - - - - - - - ` . ! - U6 11 , -,;%, SOUTHOLD, NY 1. I I I I "I `'"� I II I I n I GROUND LEVEL I I ---------I----------------I�-----I I I I I I RCP I I I I I I I I I I I I A B C cl E F (G H I J K L 2 a n GROUND LEVEL — REFL. CEILING PLAN— — — `D 0 (: ) 1� M ai T N 2021 SEPTEMBER 16 N CD T - ©COPYRIGHT NOTICE: NOTE: THE FOLLOWING DRAWINGS ARE 1. RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE IN AN INSTRUMENT OF SERVICE AND ACCORDANCE WITH NYS RESIDENTIAL CODE AND SHALL REMAIN THE PROPERTY OF NFPA 13D STANDARDS. THE ARCHITECT.THE CONCEPTS 2. HANGERS SHALL BE INSTALLED PER NFPA STANDARDS AND DESIGNS CONTAINED HEREIN SPECIFIED A B C D E F G H I J K L 3. SPRINKLER PIPE SHALL BE LISTED PEX WITH PEX ARE INTENDED LOCATION AND COL ENT THE O FITTINGS CIRCUMSTANCES SHOULD THEY BE 4.AREAS ARE DESIGNED WITH A 15'x15' PATTERN USED BY ANOTHER PARTY OR IN C) INDICATES SPRINKLER HEAD BY ANY OTHER LOCATION. GLOBE MODEL GL4906 OR EQUAL ANY CHANGES MADE TO THE PLANS . I I I I I I I I I NOT BY BARNES COY ARCHITECTS, P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY I ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. I I I I I I I I I I I CHECKED BY: - ReSEN �� OpHER✓R 'i I I I I I I I I I I I Q�Q �0- ISSUED * U —I 2 ISSUE FOR BID 2020 12 02 1 -- ---- -- - - -- -------- - - ------ - --- _ - ! ' 1. i 1 (: )— — — — — — I t . : I.I 4 ISSUE FOR CONST 2021 0719 - _ , i ; . I I I i ,r ; I ; DG DEPT COMMENT �j`l0 5 ISSUE BL E _ . 2021.09.16 I { I. : . � ; . , : ; : I : : � , I .t. - - : I - - - . . : : if , , - , , , " iv I` I. I. I .I _ �. : : : r , „ ' i : , , i i , . i i ' i i : . ` I • ,. ,. . . . , , 1. • , vi .. - e.. _ , . — .. a .. 1. . ; REVISION I i . : i 8 , . v r . i , , ( , t D D ' . . F.: I ( �' I' . .. No Description ate : , i '. FIN..CEILING HEIGHT: : FINISH�ED�CEILING HEIGHT � . ' "-� , ` . SD - 10'-0"A.F.F." '_ , i1 -1 7'�6"ASL INISHED CEILING EIGHT - . . - , - + - . . . w 'I 10' 0"A.F.F.' Q'CM . , , . . - . . . - . ' .. �I %s ' " INTERIOR CEILING:5/8" I- ;: - • , I ' AINTED GYPSUM VIVALL 1x4 ENTERMATCH T&G : : ,. . - ' ..,- • , ,. I I— - . --- WOOD CEILING over 3/4"CDX ° BOARD CEILIN - _ ;:%"I . -' ' " ._ PLY OOD SHEATHING HROUGHOUT-LEVEL 4' • , , , , FINISH - . • • ,' , I ® V - - - :' . I . . _ . 1`1` 1/2" FIN. HEIGHTrik - 11 , i� 10 0 A.F.F. I - - - ------------- ---- ----- I I - - -- - - -- - - - - - 'L',_� : ' . . , I --- ------------ - I_ F�$�, -1FI CEILING;HE:1" I . i OPEN TO ABOV '8 -6 A.F.F. " -- IN.' LI HeIE1; "'T.:: I • � r L.. ', A - :F OEI NG. IGH. — I - ; . - . j , . . - - - r ';;' 8' 6 A.F.F.' . - , - ... I �_ _ — — ---- - ----- 2 - - - - b � = -.. - - - - - . i i : t I . . .. . . . , - = I ' /i ' ' i ' r 2 _ • .- _ i. SURFACE MOUNTED BATHROOM i —( ) �t EXHAUST FAN BY FANTECH OR - - - - EQUAL , ,. ` I ;I' I I, , , I I r , , I' I I - 3 — — — �- . — — I — ; . '�. — — — — — — — — — J -- 'I , hlWl , I - I . , - I - I - - ,-, . _ : I I" -' ``I_ -1 • _ ,Ci fll�.CEILING EIGHT I ( ) _ 2T 6"ASL III I - _ T BRIDGEHAMPTON: 4 - - - - I :. -'_ ' _ . "�I- ,, IT:I- ., /3 i'---- -- ---_?-i--t -- I - - - - - - - - 4 1 . I - I. . ; I ( ) ' 1936 MONTAUK I j . 1 HIGHWAY PO BOX 763 I, i ; j BRIDGEHAMPTON, NY 'I- I 1x4 CENTERMATCH T&G , , � - ,'L� , 1 . , � -_ :I I t WOODICEILING over 3/4"Clx PHONE: 631 .537.3555 I I I , I I , I i PLYWOOD SHEATHING FAX: 631 .537.0558 I. F IN. CEILING HEIGH � 1, I * - ® —, — — — — - — — ---®- ' F ,F —1. t�-__ ["; 6", -� , , � .ASL , - , ,. � . I , , � " , - I ;; ,� , *-� ,� . .I ,� . � . ' '. � I . � : I I I I "' ll, - . . � � . - ; : : : . , - , b . , ; � : : . j ! ii . I. i 1 i . . I - , I �r ' . . -I • UATS I - � - 1� I: , 11. � � - 1.jA rr\`(".0 H I T E " I I 1-1 - 1 . I1. { (. j ! 1 : I . ; ' : 1 �: ; : : i t : - : I : : : ; , �: 1 : I I I I I g aI I . �' ; I. � - . t � . ! i I . , . . . 5 , " - ---- - -- --- -- - - - - - - - - 5 — — — — — — — , , ; i i / i .t/ / /� i- TF, - ' - - - ' 11, t , :1.1 � %�, . ',:.,w.3; . ir' -"a-, " . - / . ,I ,i i -r' I.' I I - - .I _� ,�.. FIND: gip: G ;" ',.,'.': FIN,'CE(04( �HEt S. CEILING EiEIG, I , ,: McDONNELL - ' -_ 25'-:13 ASL 8 -0 A.F.F. - ;,4. RESIDENCE S E ,. I C 6 - - - - -I _ - - -- / - --- --_ -_ - - fi - - - - - - - G SOUTHOLD, NY I MAIN LEVEL RCP - I I I I I I I I I I I . I I I I I I I I I I I I . A B C D E F G CH I J K L I I ') ( i MAIN LEVEL - REFL. CEILING PLAN 1 1/4" = 1'-0" 2021 SEPTEMBER 16 ©COPYRIGHT NOTICE: NOTE: THE FOLLOWING DRAWINGS ARE 1. RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE IN AN INSTRUMENT OF SERVICE AND ACCORDANCE WITH NYS RESIDENTIAL CODE AND SHALL REMAIN THE PROPERTY OF NFPA 13D STANDARDS. THE ARCHITECT.THE CONCEPTS 2. HANGERS SHALL BE INSTALLED PER NFPA STANDARDS AND DESIGNS CONTAINED HEREIN A B C D E F G H i J K L 3.SPRINKLER PIPE SHALL BE LISTED PEX WITH PEX ARE INTENDED FOR THE SPECIFIED FITTINGS LOCATION AND CLIENT. UNDER NO 4.AREAS ARE DESIGNED WITH A 15'x15'PATTERN CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ® INDICATES SPRINKLER HEAD BY ANY OTHER LOCATION. GLOBE MODEL GL4906 OR EQUAL ANY CHANGES MADE TO THE PLANS I I I I I I I I I NOT BY BARNES COY ARCHITECTS, P.C.OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. I I I I I I I I I I I 1EREpq CHECKED BY: - QQ`�,�pPHEq ISSUED — — — — — — — — — — — -- `c * 2. SSUE FOR PERMIT 2020.07.15 140 NEW-4 -FI =HE1 HT N.,CEILING G - •- •-, ' - . 8 0 A.F.F. •, , 5b,+'. FIN:CEILING HEIGHT' = _ - :.,, - ,; , _ ,•., .. . •, - , . I. I,'-`I, ,. ,, . - :'.. " = - -," : � 9' 0"A.F.F. - - ' f REVISION No Description Date EI H INI HED E L N H G T ,=F S C G "A.F.F. .. • ' _ _ • . • . t I I. , , t _ , _ • , , - - - -,I - , - , - ,- - - '• i_ SURFACE MOUNTED BATHROOM EXHAUST - FAN BY FANTECH OR EQUAL 1 TERIOR CEILING:5/8" . PAINTED GYPSUM WALL BO RD CEILING FINISHED CEILING' EIGHT' - T-ROUPHOUT-LEVEL 4= ; - FINISH 9' 0" F.F. R i, CM' f I ISD+ i FINISHED CEIL NG HEIGHT:- 9' 0"A.F.F• IL 4 BRIDGEHAMPTON: 0-_M I I I I 1936 MONTAUK 1 .' HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY I1x4ICENTERMATCH T&G I. I" (,: I I I I PHONE: 631.537.3555 WOOD CEILING over 3/4"CDx FAX: 631.537.0558 PLYWOOD SHEATHING = I FINI HE LNG HEIGHT, SIN-'C (LING f NIGH ,t I: 9,-p"'A. I38 -6 ASL' A E- 7, ! i ',I III! '' I � � i I `, I- ` .. : . .. .", . . ' ,• ., . :' ,. ' . I I �. _ �: ► �.. I I I I ARC HITECTS .FIN:;C 'ILINC'-1=IE IGHT,'I 0"A.F.F.: -' McDONNELL RESIDENCE I SURFACE OU TED BATHROOM SOUTHOLD, NY FI .CEILI G HEIGHT EXHAU T FAN BY FANTECH OR 9'-0"A.F.F. 'I EQUAL � ► UPPER LEVEL RCP I I I I I I I i I I _ I i I I I I I I I I I I A B C D E F G H I J K L n UPPER LEVEL - REFL.CEILING PLAN co I-lb A3 7 1/4" = 1'-0" M LO _ r- CD N 2020 JULY 15 N M TM_ W ©COPYRIGHT NOTICE: WALL CONSTRUCTION: 1" DOORS&WINDOWS:ALUMINUM _WALL CONSTRUCTION: ± b" THE FOLLOWING DRAWINGS ARE FRAME GLAZING UNITS; SEE UNIT HORIZONTAL CEDAR SIDING CEMENT STUCCO FINISH SCHEDULE FOR REFERENCE AN INSTRUMENT OF SERVICE ANDSHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE CONCEPTS AND DESIGNS CONTAINED HEREIN �E ED Aq� ARE INTENDED FOR THE SPECIFIED R LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE - -- — —ROOF ARTY OR IN tk U a ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS NOT BY BARNES COY ARCHITECTS, _. UPPER CN P.C. P.c. OR WI THOUT WRITTEN x 38' - 6° 9�. 22140 CONSENT OF BARNES COY t 202 �OF NEARCHITECTS, P.C. IS IN ON OF LAW AND STRICTLY PROHIBITED. , CHECKED BY - S: E c ; ISSUED , 1 ISSUE FOR ZBA 2020.09.10 2 ISSUE FOR ei _„ .._ ........................-_...._... BID 2020 12 0 2 ..........- .....__..._........._.............. PRICING 2021.06.22 -. : R CONST 2 29' - _._ . ... G DEPT COMMENT _..... 5 ISSUE BLD 021 07 19 AIN C N 27' - 6" i o ' N M REVISION , 104 " 103 r z , ' No Description Date 17 6 . ......... r c, — B.O. — ... _.... . GROUND 2 F - ..._. .._.._.._ 0 - __....,. ............. - _ ........ ....._. .. - _ - r BFE + 2 FREEBaARD I, -. 14 Imo._ OPEN TO ...............�..f BEYOND "SMARTVENT" 1540-520 T.O. F.F. GROUND LVL-� t V� WALL CONSTRUCTION: ± 6" " HORIZONTAL CEDAR SIDING NORTH ELEVATION 1 1/4" = V-0„ WALL CONSTRUCTION: ± 6" HORIZONTAL CEDAR SIDING BRIDGEHAMPTON: _ 1936 MONTAUK _ T.O. ROOF HIGHWAY PO BOX 763 �. 41' - 0" BRIDGEHAMPT ON, NY PHONE: 631.537.3555 - . y_ --LNG FAX .a. PPE 386' • 631.537.0558 209 • ... � - "The net clear height of the opening shall be - - - - not less than 24 inches (610 mm) and the net ARCHITU., ... -- clear width shall be not less than 20 inches" T.O. F.F. UPPER LVL_ B.O. MAIN : g ` I "Emergency escape and rescue openings _ - shall have a net clear opening of not less MC DO N N E LL 15 b than 5.7 square feet" SF � RESIDENCE T (Y� 109 101� ! 108 ` SOUTHOLD, NY — — "Where a window is provided as the t _ emergency escape and rescue opening, it - w shall have a sill height of not more than 44 inches (1118 mm) above the floor." EXTERIOR ch J T.O. F.F. MAIN LVL ELEVATIONS - - 7, 6„ B.O. GROUND 15' - 4 1N2" _._ + 2' FRE .......... ARD 14,.. ,�.... OPEN TO , -Fzz BEYOND .............. 17- A4 , 4.T.O. F.F. GROUND LVL u WALL CONSTRUCTION: 1" DOORS&WINDOWS:ALUMINUM � CEMENT STUCCO FINISH WALL CONSTRUCTION: ± 6" FRAME GLAZING UNITS; SEE UNIT 11 HORIZONTAL CEDAR SIDING SCHEDULE FOR REFERENCE T F77 J� F77771 n SOUTH ELEVATION 2021 SEPTE 1/4 = 1 -0 MBER 23 C, c c EXTERIOR RAILS: 36"HIGH, ©COPYRIGHT NOTICE: WALL CONSTRUCTION: 1"CEMENT DOORS&WINDOWS:ALUMINUM TEMPERED&LAMINATED GLASSTHE STUCCO FINISH FRAME GLAZING UNITS;SEE UNIT GUARDRAIL TO MEET NYS AN INSOTRUUMENT OF SERVICE AND SCHEDULE FOR REFERENCE BUILDING CODE REQUIREMENTS SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED . 1. LOCATION AND CLIENT. UNDER NO - - - . . ZEREp CIRCUMSTANCES SHOULD THEY BE ;: -- OR IN - - - - - - - - T.O.41�OF ANY OTHER LOCATION. , - A9 ANY CHANGES MADE TO THE PLANS PH E Q� 5 O R - 4� ECT T BY Y ARCHITECTS,NO BARNESS O WRITTEN R WITHOUT UT R . LNG e P.C. O O B.O.B. PP C O. 0 - - - - - - - EN F BARNES CONSENT SCO 1 1 CO S - _ 1. 1. 38 6 ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. 4 10 P R N V O E W to 208 CH ECKED KED BY: - O T r 20 210 O ISSUED ZBA 2 2 . 9.10 1 ISSUE FOR 0 0 0 SSU 2SSU O.I E FOR PERMIT 2020.07.15 -,:.,:1: I" 1. 7 � I--�.' , - I. . . �I ., - - . "I. -�.. I I.. .. - . I -I- , � .. ." - :1 . "-',,-,- .'' -, .. I - I- -�, 11, - - 11, I i T.O. F.F. 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C - - - - - —I--I cB-� 1 I A I:�-II o.I I I",,-,1� 7 2 6 0 0 105 REVISION - O Ch N T D to--"-` ".Ipr'.--,.7,. -I1 IV,%-� .1J1 "-,1, !"E-, `- J ri i n a D c to 6 N es 10 0 P O i ., . F MA N LVL . , . F. . . TO . - - - - —: _ - - a" - - 17 611 B.O. GROUND CLNG _ _ _ _ - - - - - - - - - - i5' - 41- --- - --- .- ---------- __ . ---__._.---___- BFE + 2' FREEBOARD — — - - — — - — .-- — — — -- --- - -------- — --- ---- — 6 4 o G01 OPEN TO BEYOND T.O. F.F. GROUND LVL 71 - OII - WALL CONSTRUCTION: ± 6" EAST ELEVATION HORIZONTAL CEDAR SIDING 1 1/4" = 1'-O" EXTERIOR RAILS: 36"HIGH,TEMPERED WALL CONSTRUCTION: + b &LAMINATED GLASS GUARDRAIL TO HORIZONTAL CEDAR SIDING WALL CONSTRUCTION: 1" MEET NYS BUILDING CODE CEMENT STUCCO FINISH REQUIREMENTS BRIDGEHAMPTON: 1936 MONTAUK HIGHWAY PO BOX 763 - T.O. ROOF d1 BRIDGEHAMPTON, NY - - _ _ - - 41' - 011 PHONE: 631.537.3555 PPER LNG FAX: 631.537.0558 . B.O. U C 1 11 38 6 i tot 212 212 1 T 211 I € AR2� CHITECT IAI i S *' I/ _, W e,, , T.O. F.F. UPPER LVL .-..:. : 29 6 --- C, �,. .... `►' ;t.';'1 -d' - .:.y.,., .. s a. g .. -r - G' LN B.O. M AIN C G - _ - - - 1 11 , - 27 - 6 . � ELL M D NN c O - E DEN R EI C z S O O -y 1 - - - - V tV T . .. ..,.. - - SO UTHO LD NY P - E6 0 , RI R E XTE O TI NS T.O. F.F. MA IN LVL E LEVA O - - - 1 11 - - - - - - 17 6 N ND L G R U C B.O. G O 1 11 >. 15 - 41/2 1 BFE + 2 FREEBOARD - - - - - rF // ,\ zo :X ' E07 ` - / _ r`" / _ ;, , \ . . . - _-_ \ / cc E' ` ' - -- - - T.O. F.F. GROUND LVL d 1 11 a 7 � a it WALL CONSTRUCTION: t" T CEMENT STUCCO FINISH WEST ELEVATION 2020 JULY 15 2 11 1� II T 1/4 = 1 0 a ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO �SREDq CIRCUMSTANCES SHOULD THEY BE OTHER�9C',yf. USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS * i NOT BY BARNES COY ARCHITECTS, P.C.OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION 140 OF LAW AND STRICTLY PROHIBITED. CHECKED BY: - ISSUED 2.ISSUE FOR PERMIT 2020.07.15 REVISION No Description Date B.O. GROUND CLNG B.O. GROUND CLNG 15' - 41/2" - 15' - 41/2" -- --=-- - =- -- — ------ -- ----- — — BFE + 2'FREEBOARD_ — — - — 14' - 0" ® - --------- -_ -__---� __ �.�, — -- --�� -��-- --- ---- — BFE + 2' FREEBOARD — -14' WALL CONSTRUCTION: ± 6"EBONY ' ` N ' STAINED CEDAR SIDING over 30# FELT WALL CONSTRUCTION: ± b"EBONY i - PAPER over 3/4"CDX PLYWOOD ! STAINED CEDAR SIDING over 30# FELT ---- E01 ---- ---------- - -- -- - - -- - - EO PAPER over 3/4"CDX PLYWOOD \ SHEATHING over POURED CONCRETE , SHEATHING over POURED CONCRETE WALL CONSTRUCTION w/FLOOD VENTS WALL CONSTRUCTION w/FLOOD VENTS \ TO MEET ALL FEMA FLOODZONE , TO MEET ALL FEMA FLOODZONE REQUIREMENTS , REQUIREMENTS T.O. F.F. GROUND LVL T.O. F.F. GROUND LVL „ 7' - 0 — —7 _ 0" "SMARNENT" 1540-520 SOUTH ELEVATION CARPORT NORTH ELEVATION @ CARPORT V 1/411 = 1'-0/1 BRIDGEHAMPTON: T.O. ROOF 41' - 0" 1936 MONTAUK cD HIGHWAY PO BOX 763 N B.O. UPPER CLNG BRIDGEHAMPTON, NY PHONE: 631.537.3555 FAX: 631.537.0558 f r I E S, ARCHITECTS T.O. F.F. UPPER LVL — — — — —- — — — — — — — 296 . 6,E 0 N — — — — — — — — — — B.O. MAIN CLNG 27' 6" pz '{t`A,;.," ,,:.yam� ,i �rl�:,r'�a!g :.t.,��•. OMITTED FOR CLARITY M o McDONNELL o - RESIDENCE SOUTHOLD, NY T.O. F.F. MAIN LVLEXTERIOR N 17 g66 WALL CONSTRUCTION: 1 CEMENT T STUCCO FINISH over 1"METAL HAT - ELEVATIONS B.O. GROUND CLNG CHANNELS over 30# FELT PAPER over 3/4"CDX PLYWOOD SHEATHING 15' - 4 1/2" over 2x6 STUD WALL @ 16"O.C.W/ = --=- -- --- --- -- - - = - - -` - - - - - - - — FE + 2' FREEBOARD FIRESTOPPNG AS REQ'D. INSULATION AS PER ENERGY CALCULATION REQUIREMENTS - 0o An 42 T.O. F.F. GROUND LVL "SMARNENT" 1540-52 WALL CONSTRUCTION: ± b"EBONY 7' - O" STAINED CEDAR SIDING over 30# FELT a PAPER over 3/4"CDX PLYWOOD LO 1 EAST ELEVATION @ COVERED PATIO SHEATHING over POURED CONCRETE c6 1/4" = 1'-0" WALL CONSTRUCTION w/FLOOD VENTS In TO MEET ALL FEMA FLOODZONE LO REQUIREMENTS N 2020 JULY 15 N co T ©COPYRIGHT NOTICE: r� THE FOLLOWING DRAWINGS ARE 6 6 5 3 2 1 AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF D AA,q�;� THE ARCHITECT.THE CONCEPTS ��50Q1AER � hi�, AND DESIGNS CONTAINED HEREIN T.O. ROOF ARE INTENDED FOR THE SPECIFIED Q ..� LOCATION AND CLIENT. UNDER NO 41' - O" I I I : * CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHE PARTY 'I a i * ANY OTHER LOCAT ION. OR IN ANY CHANGES MADE TO THE PLANS 9 140 y NOT BY BARNES COY ARCHITECTS, O P.C.OR WITHOUT WRITTEN F Yd N E 7 CONSENT OF BARNES COY ® B.O. UPPER CLNG I A5.0 ARCHITECTS, P.C. IS IN VIOLATION ®®_ OF LAW AND STRICTLY PROHIBITED. 3 1 -611 - - - - - - ------- T ROOF 1 41 0 WALL CONSTRUCTION: ± b" - - - HORIZONTAL CEDAR CENTER MATCHED SIDING; FINISH TO BE I I I CHECKED BY: - 50/50 WEATHERING _ _ _ _ _ _ _N _ B.O. UPPER CLNG STAIN/BLEACHING OIL 1 381 - 611 2 ISSUED A5.0 I WALL CONSTRUCTION: 1"CEMENT STUCCO FINISH over 1"METAL HAT 2.ISSUE FOR PERMIT 2020.07.15 CHANNELS over 30# FELT PAPER over 3/4"CDX PLYWOOD SHEATHING over 2x6 Li o STUD WALL @ 16"O.C.W/FIRESTOPPNG JA CK'S BEDRO M UNDR HALLWAY HIS/HER CLOSET AS REQ'D, INSULATION AS PER ENERGY °' CALCULATION REQUIREMENTS 206 208 200 204 ®® T.O. F.F. UPPER LVL I I i I 291 - 611 I I T.O. F.F. UPPER LVL B.O. MAIN CLNG _ _ li I 1 - 0 29' - 611 �® B.O. MAIN CLNG J 27' - 6° - - - .,c, _ - � - -N - - REVISION I' 'I No Description Date KEMPER ROOF CONSTRUCTION: I i � 6 P ROOFING(KEMPEROL 2K-PUR) A5.0 PITCHED TO ROOF DRAINS over 30# I FELT PAPER ON 3/4"CDX PLYWOOD 1 / SHEATHING over ROOF JOISTS(AS ` PER STRUCTURAL DWGS.)W/ M INSULATION AS PER ENERGY I ( \ CALCUALTION REQUIREMENTS MECHANI A �' \` E VAN ENTRY LIVING ROOM DOORS&WINDOWS:ALUMINUM FRAME GLAZING UNITS; SEE UNIT 109 100 104 SCHEDULE FOR REFERENCE i i ' 5 3 T.O. F.F. MAIN LVL I ` A5.0 1 11 I T.O. .F. MAIN LVL N x O. 17 6 1 1 _ ( T B.O. GROUND CLNG 4 - i I , , - - - - - 15' - 4 1/2" �® B.O. ROUND CLNG _ - - — - - _ A5.o - _ _ _ _ _ _ _ _ _ _ _ _ _ BFE + 2' FREEBOAROD J - - 1 " WALL CONSTRUCTION: 1"CEMENT / \ STAINED CEDAR SIDING over 30#FELT N STUCCO FINISH over 1"METAL HAT OPEN TO BEYOND CHANNELS over 30#FELT PAPER GARDEN STOr , ' �r PAPER over 3/4"CDX PLYWOOD over 3/4"CDX PLYWOOD SHEATHING 60 SHEATHING over over 2x6 STUD WALL @ 16"O.C.W/ 7 005 \ CONCRETE WALL CONSTRUCTION w/EFDLOOD VENTS FIRESTOPPNG AS REQ'D. INSULATION A7 0 I TO MEET ALL FEMA FLOODZONE AS PER ENERGY CALCULATION REQUIREMENTS I �°I I� I I I � � \ �,� I REQUIREMENTS ` T.O. F.F. GROUND LVL T.O. GRADE BEAMS 5' - 011 BRIDGEHAMPTON: SECTION A-A 1 1936 MONTAUK STRUCTURAL SLAB AS PER STRUCTURAL ( 1 1/4" = 1'-011 HIGHWAY PO BOX 763 DRAWINGS over VAPOR BARRIER ON BRIDGEHAMPTON, NY GRAVEL DRAINAGE PAD LEAD COATED COPPER DRIP CAP PHONE: 631.537.3555 T.O. F.F. GROUND LVL _ I I AT PERIMETER FAX: 631.537.0558 T.O_4 OOOF a 4 A., INF, E -- — PRESSURE TREATED BUILT-UP CURB c/1*1�y SEE STRUCTURAL DWGS FOR ARCHITECTST.O. GRADE BEAMS BEAM SPECIFICATIONS ® 5 - 0( I M I IW —I -I -I I I—III—III—I I 4 COAT CEMENT STUCCO r� O I m. r SMOOTH FINISH over DRAINAGE I , 1 WALL SECTION A I S MAT over APPROVED a 2 °P - 11 '-Oil +, •R , UNDERLAYMEN3/4" = ' _. Y •.... T over CDX ". Z PLYWOOD SHEATHING 4 � 6" 5 3/4" 5/8"3 3/8" I n TYP. ,ROOF,EDGE DETAIL McDONNELL F G INTERIOR FLOORING AS PER 4 COAT CEMENT STUCCO SMOOTH RESIDENCE INTERIOR FINISH SCHEDULE FINISH over DRAINAGE MAT over WHITE OAK FINISHED FLOOR APPROVED UNDERLAYMENT over 3/4" TURNED DOWN @ EDGE; 2'-0 5/8" CDX PLYWOOD SHEATHING SILL PAN FLASHING: L.C.C. SOUTHOLD, NY MITERED CORNER 11 5/8" 1/4" 1 / " FORMED FLASHING 1. T.O._F.F. UPPER LVL _ T _T.O. F.F. MAIN LVL T.O.-F.F. MAIN LVL _ _ _ _ co_T.O. F.F. MAIN LVL = ------=-------- = =-- 17' - 6" ' 6° - - - -- 171 . 611 BUILDING co STORAGE BELOW INSULATION PER ENERGY T STEP; PROVIDE FINISHED CALCULATIONS SECTIONS _ _ WALL CONSTRUCTION. ± 6 SEE STRUCTURAL DWGS FOR BEAM �--- LO VERTICAL SUPPORT AS N SPECIFICATIONS HORIZONTAL CEDAR SIDING I I REQ'D SEE STRUCTURAL DWGS FOR BEAM - - -- - --- - --- SEE STRUCTURAL DWGS FOR BEAM SPECIFICATIONS 5/8"GYPSUM BOARD FASCIA; iv SPECIFICATIONS T LEVEL I N PAINTED FINISH „ WALL CONSTRUCTION: _ b r I (V HORIZONTAL CEDAR SIDING ( o SOLID BLOCKING AS REQUIRED r SOLID BLOCKING AS REQUIRED i i' AS REQUIRED SOLID BLOCKING Ijil lcl 1 x4 CENTERMATCH T&G WOOD 1 CEILING over 3/4"CDX ' PLYWOOD SHEATHING B.O. MAIN CLNG B.O. - " -15' --4 N - � � - B.O. GROUND CLNG � B.O. GROUND CLNG �----------"-----� ------� - B.O. GROUND CLNG 27 6 - 15' - 4 1/2" 15' - 4 1/2" M 15 - 4 1/2 1 x4 CENTERMATCH T&G WOOD 4114 STAIR OPENING DETAIL 5 STEP DETAIL ENTRY T- 1 1/2 = 1 0 1 1/2" = 1'-0" CEILING over 3/4"CDX PLYWOOD N 6 " '- " SHEATHING n ENTRY WALL DETAIL 3 WINDOW WALLDETAIL 2020 JULY 15 N 1 1/2 = 1 -0 1 1/2 = 1 -0 c+) r G�g'fEREO ©COPYRIGHT NOTICE: A B C A B C D E F G H I J K L Q��`��OPH�j�v 9�y THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ROOF CONSTRUCTION: KEMPER ROOFING(KEMPEROL SHALL REMAIN THE PROPERTY OF N` -� 2K-PUR)PITCHED TO ROOF DRAINS over 30# FELT AND DESIGNS CONTAINED HEREIN PAPER ON 3/4"CDC:PLYWOOD SHEATHING over ROOF JOISTS AS PER STRUCTURAL DWGS. W/INSULATION AS I - THE ARCHITECT.THE CONCEPTS I I I I I I I I I 9� ? ARE INTENDED FOR THE SPECIFIED PER ENERGY CALCLIALTION REQUIREMENTS I 7 I I 2 5 4 LOCATION AND CLIENT. UNDER NO A5.1 A5.1 A5.1 W YOP CIRCUMSTANCES SHOULD THEY BE rh USED BY PARTY OR IN T.O. ROOF _ _ _ _ _ _ _ '—' _ I— — — — r_ _ .O_ROOF ANY OTHER LOCATION. VU zii4 ANY CHANGES MADE TO THE PLANS ' - 0" _ � � � I - � 41 Q NOT BY BARNES COY ARCHITECTS, P.C.OR WITHOUT WRITTEN B.O. UPPER CLNGCONSENT ARCHITECTS, P.C.NS N VES IOLATION 38 - 6 OF LAW AND STRICTLY PROHIBITED. I I I I I I WALL CONSTRUCTION: ± 6"HORIZONTAL ,� B.O,_UPPER CLNG _ _ _ I _ _ I ( CEDAR CENTER MATCHED SIDING; FINISH 3$' - 6" TO BE 50/50 WEATHERING CHECKED BY: DOORS&WINDOWS:ALUMINUM FRAME GLAZING - ( ( o STAIN/BLEACHING OIL UNITS;SEE UNIT SCHEDULE FOR REFERENCE I I I I MAS R BEDROOM I I I BR P WD I THIS/HER CLOSET I MASTER BATH in ISSUED 20 204 203 i i i I I � 2.ISSUE FOR PERMIT 2020.07.15 INTERIOR FLOORING: HARDWOOD FLOORING over 3/41I i JMAS R TERRACE i I PLYWOOD over ENGINEERED WOOD FLOOR JOISTS(AS PER STRUCTURAL DWGS.)WITH INSULATION AS PER �— _ _ _ _ T.O. F.F. UPPER LVL ENERGY CALCULATION REQUIREMENTS I = 29' - 6" 0 EXTERIOR RAILS: 36"HIGH,TEMPERED I I (— _ _N — —B.O. MAIN CLNG &LAMINATED GLASS GUARDRAIL TO I 27' - 6" MEET NYS BUILDING CODE REQUIREMENTS I T.O. F.F. UPPER LVL _ _ _ _ _ I I o DOORS&WINDOWS:ALUMINUM FRAME LAZING UNITS;SEE UNIT SCHEDULE FOR 29 -_6" i I ocf) REFERENCE REVISION No Description Date LIVI G ROO GUEST ROOM B.O. MAIN CLNG , I I 104 102 I 27 - 6 _ s I TERRACE I ! I I I I I 3 A5.1 I I A5.1 T.O. F.F. MAIN LVL ROOF CONSTRUCTION:5/4"HARDWOOD DECKING I - - - —r — L over 2x SLEEPERS over KEMPER ROOFING(KEMPEROL 2K-PUR)PITCHED TO ROOF DRAINS over 30# FELT I- B.O. GROUND CLNG PAPER ON 3/4"CDX PLYWOOD SHEATHING over ROOF 15' - 4 1/2" JOISTS(AS PER STRUCTURAL DWGS•)W/INSULATION AS ° PER ENERGY CALCUALTION REQUIREMENTS BFE + 2' FREEBOARD I I N STORAGE OPEN TO EYOND GARAGE GARAGE SLAB: POURED CONCRETE SLAB W/WWM over MECHANICALLY I I 001 000 COMPACTED SOIL. PROVIDE 1/2" 4 I I ° I a ` PERIMETER EXPANSION ASCONTROL F-- — A5.1 I I T.O. F.F. MAIN LVL _ _ _ _ _ _ — — T.O. T.O. F.F. GROUND LVL — — 7' - 0" 7 _ T7 "� ") -ttl- =� "I —� I I I I I I I I I I= I I I= (= I —� I = =I I = (_�I=— ( I= I II I =� T.O. GRADE BE 51 - 011 r, B.O. GROUND CLNG _ _ _ _ _ ----_ - SECTION B-B �' - 4 1/2" --- ---� 1 „ l a ° 1/4 = 1 -0 L WALL CONSTRUCTION: ± 6"EBONY B LEAD COATED COPPER DRIP CAP AT STAINED CEDAR SIDING over 30# I I LEAD COATED COPPER DRIP CAP AT PERIMETER FELT PAPER over 3/4"CDX PLYWOOD a PERIMETER 4 3/4" C T.O. ROOF BRIDGEHAMPTON: SHEATHING over POURED CONCRETE — — — - WALL CONSTRUCTION w/FLOOD 41' - o" VENTS TO MEET ALL FEMA j° T.O. ROOF _ _ _ `cw 1936 MONTAUK FLOODZONE REQUIREMENTS ®/ 41' - Q" �, HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY PRESSURE TREATED BUILT-UP CURB SOLID BLOCKING AS REQUIRED 2 'I� I PHONE: 631.537.3555 SEE STRUCTURAL DWGS FOR JOIST STUCCO FINISH CTION: 1 CEMENT SPECIFICATIONS FAX: 631.537.0558 B.O. MAIN CLNG — — _--_-- - --_-_ -- �, ° oCONSTRUCTION: WALL CONSTRUCTION: 1 CEMENT a ° STRUCTURAL SLAB AS PER STRUCTURAL STUCCO FINISH SEE STRUCTURAL DWGS FOR BEAM 1 x4 CENTERMATCH T&G WOOD . DRAWINGS over VAPOR BARRIER ON SPECIFICATIONS �ii CEILING over 3/4"CDX PLYWOOD N GRAVEL DRAINAGE PAD SHEATHING r iv 5/8"THICK GYPSUM CEILING BOARD; o PAINTED FINISH-LEVEL 4 0 I DOORS&WINDOWS:ALUMINUM ARCHITECTS 3/4 CDX PLYWOOD SHEATHING `y FRAME GLAZING UNITS;SEE UNIT T.O. F.F. GROUND LVL SCHEDULE FOR REFERENCE 5/8"THICK GYPSUM CEILING BOARD; � — � ° PAINTED FINISH LEVEL 4 SLIDER HEAD DETAIL _ � B.O. UPPER CLNG , �T3g' _ 61 FRY REGLET DRIP SCREED ..;�;;`,,-.,..•.,.,,,a_ .^��' �� -. — =II 1=1 I I I ICI 11-1 B.O._UPPER CLNG _ ROOF EDGE DETAIL T.O. GRADE BEAMS _ — I I— ° — I I—I —�_ — 1 1/2„ = 1,_0„ 5' - Q" I III=1 I I—I =1 I I=1 I I—III—) I I III= I III=1 I 5/8 THICK GYPSUM CEILING BOARD; MCDONNELL PAINTED FINISH-LEVEL 4 DOORS&WINDOWS:ALUMINUM FRAME GLAZING UNITS;SEE UNIT RESIDENCE 2 WALL SECTION B ROOF FASCIA DETAIL SCHEDULE FOR REFERENCE SILL BLOCKING AS Ill SEE SHOP DRAWINGS SOUTHOLD, NY L . FRAMED INTERIOR PARTITION: _ � ® 5 1 2" 5/8"GYPSUM WALL BOARD ON T.O. F.F. MAIN LVL _ T.O. F.F. UPPER LVL _ _ _ BUILDING WOOD STUD FRAMING �J 17' _ 6'� — 29' _ 6" coSECTIONS METAL ANGLES ATTACHED RECESSED ALUMINUM SHOE BY CRL - BACK TO WALL STUD;TYP. INSULATION BOARD: 2 THK. RIGID N FOAM TAPERED TO DRAINS "' OR APPROVED EQUAL M --- - •t BOTH SIDES, COORDINATE -.•,: ,;;_ ,,.• F � WIDTH W/WINDOW MULLION --`— -- - !j , ' I INSULATION BOARD: 2"THK.RIGID k94FOSEE STRUCTURAL DWGS FOR BEAM AM TAPERED TO DRAINS PROVIDE INSULATION SPECIFICATIONS is r _ BETWEEN METAL ANGLES ;, WALL CONSTRUCTION: 1"CEMENT INSULATION PER ENERGY rn STUCCO FINISH o CALCULATIONS 5/8"DUROCK WALLBOARD; TYP.ALL WET LOCATIONS MOISTURE RESISTANT GYPSUM BOARD r 1 CEILING 3/4 CDX PLYWOOD SHEATHING a B.O. MAIN CLNG _ -- ---- - LO WALL TILE PER INTERIOR B.O. GROUND CLNG 27' - 6" i6 DESIGN LAYOUT � 15' _ 4 1/2" — — — — — — — `�? 1x4 CENTERMATCH T&G WOOD tc) n WALL DETAIL �a MULLION n DROP BEAM DETAIL CEILING over 3/4"CDX PLYWOOD N " " — 1'-0" -* „ — ,_ „ SHEATHING � TYP.TERRA,CE FASCIA DETAIL 3 1 1/2 — 1 0 1 1/2 — 1 0 2020 JULY 15 N M TM W ©COPYRIGHT NOTICE: A B C D E F G H I J K L THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND H SHALL REMAIN THE PROPERTY OF f os i ERF� THE ARCHITECT.THE CONCEPTS ROOF CONSTRUCTION: KEMPER I I Q• ,��;oPHFq 9,Q AND DESIGNS CONTAINED HEREIN � ARE INTENDED FOR THE SPECIFIED �� '� LOCATION AND CLIENT. UNDER NO ROOFING(KEMPEROL 2K-PUR)PITCHED CIRCUMSTANCES SHOULD THEY BE TO ROOF DRAINS over 30# FELT PAPER 2 USED BY ANOTHER PARTY OR IN N 3/4"CDX PLYWOOD SHEATHING over A5 2 j ANY OTHER LOCATION. ROOF JOISTS(AS PER STRUCTURAL I ____ _ ___ ANY CHANGES MADE TO THE PLANS DWGS.)W/INSULATION AS PER ENERGY 4p NOT BY BARNES COY ARCHITECTS, CALCUALTION REQUIREMENTS ( I I "•_ . .."' (' : : I I I I I cNFWYOR� P.C.OR WITHOUT WRITTEN iARCHITECTS, P.C. IS IN VIOLATION CONSENT OF BARNES COY OF LAW AND STRICTLY PROHIBITED. T.O. ROOF ' T.O. ROOF 41' - 0" .T ANVi CHECKED BY: 1 N B.O. UPPER R CLNG 381 . 61/ 1 ISSUED B.O. UPPER CLNG 2.ISSUE FOR PERMIT 2020.07.15 38' - 611 WALL CONSTRUCTION: ± 6"HORIZONTAL CEDAR CENTER MATCHED SIDING; FINISH V.3 FFICE I I TO BE 50/50 WEATHERING STAIN/BLEACHING OIL 201 20 INTERIOR FLOORING: STONE FLOORING _ SET IN MORTAR BED over 3/4"PLYWOOD ` T.O. F.F. UPPER LVL over FLOOR JOISTS(AS PER STRUCTURAL — — — — — — — = 29' - 6" _ I 0 DWGS.) WITH INSULATION AS PER ENERGY , CALCULATION REQUIREMENTS i N REVISION B.O. MAIN CLNG 1 I 1 27 6 J - No Description Date 3 I I I I I I _ I ;: i.. l .':;':: .:': ;: ) WALL CONSTRUCTION: 1"CEMENT A5.2 1 STUCCO FINISH over 1"METAL HAT o CHANNELS over 30# FELT PAPER over _ T.O. F.F. UPPER LVL 3/a"CDX PLYWOOD SHEATHING over 2x6 1 1 I TU AL O.C. DW L 16R 2 W F ESTOPPNG 9 6 I _ / I - 0 AS RE D. INSULATIO DINING ROOMGENKAN EN�RY I ) Q N AS PER ENERGY o CALCULATION REQUIREMENTS , f 105 100 1 0 CLNG B. . MAIN G . . . , 71,' _ _ B.O. C I — 1 11 4 27 I 6 R T RACE ) I I I I •I: "f "1 1 1 A .2 - 5 1 F.F/ T.O. MAIN LVL 85 M V N 1 11 17 6 T I I I I B.O. GROUND CLNG — -- -- -- — — — 151 - 4 1/211 _BFE + 2' FREEBOARD_ EXTERIOR RAILS:STAINLESS STEEL STANCHIONS wlth STAINLESS STEEL WALL CONSTRUCTION: ± 6"EBONY .E CABLES AND WOODEN GUARDRAIL CAP OPE^^'TO EYOND r STAINED CEDAR SIDING over 30# FELT '1 I PAPER over 3/4"CDX PLYWOOD E2 I I SHEATHING over POURED CONCRETE A8.5 1 WALL CONSTRUCTION w/FLOOD VENTS I T.O. F.F. MAIN LVL I I I I I I I I I f I I I TO MEET ALL FEMA FLOODZONE 171 . 611 1 REQUIREMENTS T.O. F.F. GROUND LVL — _ _ B.O. GROUND CLNG a 15' - 4 1/2" I= I= �I I= _ =I I=�= I = =I I III=III= — - -=I t � �I I I = T.O. GRADE BEAMS 11 — — — — — — — n 5 0 — � — —� { BRIDGEHAMPTON: —� � �_ � �II � � �—� � �I III � �I� � �I��I �� li , � l��II��I� —� � �I��I� III��III � I—� � �I� � �I� � �—� � �—I��II ��I I �I��I� � �=� � III��I I�� I— I ��I—��—�� 1 x4 CENTERMATCH T&G WOOD CEILING vA over 3/4"CDX PLYWOOD SHEATHING 1936 MONTAUK SECTION " HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY I I STRUCTURAL SLAB AS PER STRUCTURAL DRAWINGS over VAPOR BARRIER ON PHONE: 631.537.3555 GRAVEL DRAINAGE PAD FAX: 631.537.0558 T.O. F.F. GROUND LVL — 71 . 0/1 BAIr"' F` 11 Ern . - -1 -1 =a —I — F G B ARCHITECTS L I Ii T.O. GRADE BEAMS � �- 7 v2° FRAMED INTERIOR PARTITION: 5/8" WALL SECTION C GYPSUM WALL BOARD ON WOOD �-• FLOORING on 3/4 PLYWOOD over 2 1/2" = 1'-O" STUD FRAMING INTERIOR FLOORING: HARDWOOD TJI S(AS PER STRUCTURAL ENGINEER INTERIOR FLOORING: HARDWOOD SPECIFICATIONS) -_ 1 FLOORING on 3/4"PLYWOOD over -. 1"HARDWOOD DECKING over 2x TJI'S(AS PER STRUCTURAL ENGINEER SILL PAN FLASHING: L.C.C. FORMED SLEEPERS over KEMPER ROOFING SPECIFICATIONS) I FLASHING I MCDONN ELL (KEMPEROL 2K-PUR)PITCHED TO 41/ 9 1/4" C ROOF D%NINS over 30#FELT PAPER ON 3/4"CDX PLYWOOD SHEATHING T.O. F.F. UPPER LVL _ RESIDENCE over FRAMING(AS PER STRUCTURAL T.O. F.F. MAIN LVL -- - -- ------- - -- - -~ -- ----- -- --- DWGS.) d — — — — 29' 6" 0 ( SEE RESCHECK CALCULATIONS FOR SOUTHOLD, NY T.O. F.F UPPER LV� ALL INSULATION REQUIREMENTS RECESSED ALUMINUM SHOE BY CRL 29' _ 6" OR APPROVED EQUAL 00 \ Ln M II = U? � 3/4 CDX PLYWOOD SHEATHIN j �, � BUILDING II' i SECTIONS - - - 0 0 SOLID BLOCKING AS REQUIRED SEE STRUCTURAL DWGS FOR BE N N I, I'I SPECIFICATIONS �II i I . I I I �i AM I�� SEE STRUCTURAL DWGS FOR BEAM SEE STRUCTURAL DWGS FOR BE � � = , II I" w SPECIFICATIONS _ SPECIFICATIONS ( � I I WALL CONSTRUCTION: 1 CEMENT li I i O I Ln , 1 x4 CENTERMATCH T&G WOOD �II STUCCO FINISH CEMEN T TI ALL CONSTRU CTION: 1 I'W ,� (LING r 4 CDX PLYWOOD STUCCO FINISH CEILING over 3 I , SHEATHING B.O. MAIN N O. M CLNG I 11 — 27 - 6 B.O. GROUND CLNG _ - 41/4 _ - B.O. MAIN CLNG 15' - 4 1/2" 1 x4 CENTERMATCH T&G WOOD CEILING over 3/4"CDX PLYWOOD FRY REGLET DRIP SCREED 27' - 6" SHEATHING a_ DOORS&WINDOWS:ALUMINUM I x4 CENTERMATCH T&G WOOD FRAME GLAZING UNITS;SEE UNIT to co CEILING over 3/4"CDX PLYWOOD SCHEDULE FOR REFERENCE co _ SHEATHING 77 T n DETAIL @ MSTR TERRACE - n STEP DOWN DETAIL 1 1/2" - 1'-0" n OVERHANG DETAIL N -" 1 1/2" = 1'-0" 1 1/2 - 1 0 2020 JULY 15 0 co T Gig-CEREOq ©COPYRIGHT NOTICE: Q�li`�.LpPHEq��y ROOF CONSTRUCTION: KEMPER B r+ D i THE FOLLOWING DRAWINGS ARE V c� AN INSTRUMENT OF SERVICE AND ROOFING(KEMPEROL 2K-PUR) A B C D E F G H I J K L SHALL REMAIN THE PROPERTY OF PITCHED TO ROOF DRAINS over 30# FELT PAPER ON 3/4"CDX PLYWOOD THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN SHEATHING;over ROOF JOISTS(AS N� / ARE INTENDED FOR THE SPECIFIED ? 40 LOCATION AND CLIENT. UNDER NO PER STRUCTURAL DWGS.)W/ NEW,( CIRCUMSTANCES SHOULD THEY BE ON AS PER ENERGY EW WA ONSTRUCTION• _ 6 HORIZONTAL 3 - , USED US BY ANOTHER O ER PART Y OR IN CALCUAL'fION REQUIREMENTS I I. I I I I I I AR CENTER MATCHED SIDING; FINISH A5.3 ANY OTHER LOCATION. 50 WE I / WEATHERING ANY CHANGES MADE TO THE PLANS TO BE 50 STAIN/BLEACHING OIL NOT BY BARNES COY ARCHITECTS ROOF F 1 T.O. O _ _ 2 P.C. 41 0 C OR WITH NU OUT WRITTEN A5.3 CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. 1 - T.O. ROOF 411 Oil - - -- --------- CHECKED BY: FV. B.O. UP PER PER CLNG B.O. UPPER R CLNG- -1 1/ 1 — 38 6 = 38' - 6" I ( ISSUED 1 , 1 x4 CENITERMATCH T&G WOOD I I / 1 1 � 2.ISSUE FOR PERMIT 2020.07.15 CEILING over 3/4"CDX PLYWOOD SHEATHING I K'S BIDROOM ' I 2 ROOF CONSTRUCTION: 5/4" I I I JACK'S TERRACE HARDWOOD DECKING over 2x I ( \ SLEEPERS over KEMPER ROOFING / 1 (KEMPEROL 2K-PUR)PITCHED TO ROOF DRAINS over 30#FELT PAPER — UPPER LVL — T.O. F.F. -1 1 _ 11 O SHEATHI NG 0 29 6 ON 3 4 CDX PLYWO D I I - I. CV I I over RO OF JOISTS AS PER .) ( I _ B.O. CLNG REVISION S STRUCTURAL DWGS. W/INSULATION , , — AS PER ENERGY CALCUALTION . . M LN B 27' - 6" 1 1 6 . No Description Date RE QUIRE TS :A 5.3 i I I I I I j .. r 0 I , ALL I W CONSTRUCTION : 1"CEMENT 1 N CEME T - I 1. � STUCCO I v S CC O FINISH over 1 METAL HAT s M i o r CHANNELS #AN ELS over 30 FEL T PAPER o I ve r I 4 CDX PLYWOOD HEAT 3 P YW SHEATHING . H over 2x6 KIT H N 5 0 T II ST UD D WALL 1 O.C.W 6 ESTOP G r ;E I A 5:3 FIR PN 6 I I ,f T.O. F.F. UPPER LVL — � •,� �- .� , - � ) AS READ. INSULATION AS PER ENERGY CALCULATION REQUIREMENTS 1�ERRACE w - 1 - 1 , :I T.O. F.F. MAIN LVL N 1 1 1 1 B.O. MAIN CLNG j17 6 T 27' _ 611 T 5.3 - _ _ _ _ B.O. GROUND CLNG A 15 4 1/2 � I BFE_+ 2'FREEBOARD 14' - 0" WALL CONSTRUCTION: ± b"EBONY DOORS &WINDOWS:ALUMINUM N STAINED CEDAR SIDING over 30# FELT FRAME GLAZING UNITS; SEE UNIT OPEN TO BEYOND r PAPER over 3/4"CDX PLYWOOD SCHEDULE FOR REFERENCE I I I _ I I I I I ( I I ao SHEATHING over POURED CONCRETE WALL CONSTRUCTION w/FLOOD VENTS TO MEET ALL FEMA FLOODZONE REQUIREMENTS I I _ T.O. F.F. GROUND LVL INTERIOR FLOORING: HARDWOOD -i I-- I — I 1EEI I I I I —I I IEEI I I-- III— I I— I — I I —I I— I I—I I — I — I I— I I— ( FLOORING over 3/4"PLYWOOD over ENGINEERED WOOD FLOOR JOISTS —i i i i—iii i i i l—i T.O. GRADE BEAMS (AS PER STRUCTURAL DWGS.)WITH n SECTION D-D LEAD O 5' - 0OilBRIDGEHAMPTON: INSULATION AS PER ENERGY 1/4" = V-0" PERIMERTED COPPER DRIP CAP AT CALCULATION REQUIREMENTS _ T.O. ROOF 1936 MONTAUK 411 - off - - - HIGHWAY PO BOX 763 S m I F G N BRIDGEHAMPTON, NY 4 A5.1 PRESSURE TREATED BUILT-UP CURB LO PHONE: 631.537.3555 -— INSULATION PER ENERGY CALCULATIONS FAX: 631.537.0558 �! T.O. F.F. MAIN LVL ©J 17' - 61 - - - STAINED CEDAR SIDING over 30# . B. . MAIN CLNG B.O. C G FELT PAPER over 3 4 CDX PLYWOOD � 1 1/ 1x4 CENTERMATCH T&G WOOD 27 6 SHEATHING CEILING over 3/4"CDX B.O. GROUND CLNG PLYWOOD SHEATHING ` - 4 1 T -— O- - 11 THICK GYPSUM CEILING I 58 Y / RCHITECTS- BOARD; SEE STRUCTURAL WGS FO D R BEAM PAINTED FINISH-LEVEL 4 SPECIFICATIONS I i I DOORS &WINDOWS:ALUMINUM ( _ 2 WALL SECTION D FRAME GLAZING UNITS; SEE UNIT 1_oil A I SCHEDULE FOR REFERENCE WINDOW HEAD DETAIL __ -_ - 6 „ _ ,- „ B.O. UPPER CLNG i B 3/4"MOO PLYWOOD PANELS AT 1 1/2 = 1 0 ® 38_ 611 R WALL LOCATIONS 1 x4 CENTERMATCH T&G WOOD FRAMED INTERIOR PARTITION:5/8" 2 3/4" 2 3/4" a s G CEILING over 3/4"CDX PLYWOOD Mc D O N N E L L GYPSUM WALL BOARD ON WOOD STAINED CEDAR SIDING over 30# SHEATHING n STUCCO FASCIA DETAIL RESIDENCE STUD FRAMING FELT PAPER over 3/4"CDX PLYWOOD J 1 1/211 = 1'-0" SHEATHING DOORS&WINDOWS:ALUMINUM r° DOORS&WINDOWS:ALUMINUM 5/4"x 4"IPE WOOD DECKING FRAME GLAZING UNITS;SEE UNIT FRAME GLAZING UNITS; SEE UNIT SOUTHOLD, NY SCHEDULE FOR REFERENCE " , SCHEDULE FOR REFERENCE 3/ 4" T.O. i� �It F.F_. UPPER LVL _ _ _ r 29' - s° BUILDING SOLID BLOCKING AS REQUIRED \ O SMART VENT MODEL 1540-20 FLOOD \ / W VENT; INSTALLATION BY SOLID BLOCKING AS REQUIRED SECTIONS STRUCTURAL STEEL TUBE; REFER MANUFACTURER STANDARDS SILL BLOCKING AS REQ'D; SEE RECESSED ALUMINUM SHOE BY CRL TO STRUCTURAL DRAWINGS SHOP DRAWINGS OR APPROVED EQUAL WALL CONSTRUCTION: 1"CEMENT co = u: WALL CONSTRUCTION: ± 6" STUCCO FINISH EXTERIOR PORCELAIN PAVERS; C'3 HORIZONTAL CEDAR SIDING C3 ° z SILL PAN FLASHING: L.C•C. W UNDERLAYMENT AS REQ'D _ FORMED FLASHING W W SEE STRUCTURAL DWGS FOR BEAMCL T I o > INSULATION PER ENERGY SPECIFICATIONS `r r ° ° ° CALCULATIONS T T.O. F.F. GROUND LVL 7 0 a WALL WACONSTRUCTION: 1" CEMEN I T STUCCO FINISH SLAB AS PER ST UCTURAL - ��STRUCTURAL RB.O. _ CLNG MAIN �� I � ....; a DRAWINGS over VAPOR BARRIER ON ° `° 3/4"CDX PLYWOOD SHEATHING ®/ 2 ' - 6" GRAVEL DRAINAGE PAD . rn —_ DOORS&WINDOWS:ALUMINUM LO co _ FRAME GLAZING UNITS;SEE UNIT t1) SCHEDULE FOR REFERENCE N PLAN DETAIL @ WINDOW PIER TYP. SMART VENT DETAIL WINDOW SILL DETAIL n FASCIA DETAIL 2020 JULY 15 N 3 = 1 -0 7 1 1/2" = V-0" 5 3" = 1'-0" 1 1/2" = 1'-0" co 00 r� ©COPYRIGHT NOTICE: E F 1 1 2 3 4 5 6 �G\SRE T E�,99� ANENSOTRUOMENT OF SERVGCEAAND 3 - 0 Eq✓, y SHALL THE PROPERTY THE ARCHI EICT.THE CONCEPTSF A9.0 AND DESIGNS CONTAINED HEREIN T.O. ROOF _ _ _ T.O. ROOF _ _ _ ARE INTENDED FOR THE SPECIFIED 41' - 001 41' - 6' I ( ( I I I I LOCATION AND CLIENT. UNDER NO I �a CIRCUMSTANCES SHOULD THEY BE �2140 USED BY ANOTHER PARTY OR IN 6 I ! ANEW YO�� ANY OTHER LOCATION. A5.4 I I ANY CHANGES MADE TO THE PLANS OCT BY BARNES COY ARCHITECTS, OR WITHOUT WRITTEN P. rh B.O. UPPER CLNG _ _L B.O. UPPER CLNG _ _ _. ROOF CONSENT OF BARNES COY 38' - 6" 38' _ 6" i _._ __ __ -___ .__. - _- ---- ---- .. . . -. . � , -.. _ .. --- -- 41' - off ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. 1 B.O. UPPER CLNG —i 38' - 611 CHECKED BY: I i i I 5 ' ISSUED A5.4 I I I I WALL CONSTRUCTION: ± 6" HORIZONTAL CEDAR CENTER MASTER BEDROOM OFFICE o MATCHED SIDING; FINISH TO BE 2.ISSUE FOR PERMIT 2020.07.15 �} T.O. F.F. UPPER LVL r 1 J KS TERRACE JACK'S BATH 50/50 WEATHERING 29' - 6" I I 2�2 I i 20 207 STAIN/BLEACHING OIL , I I I I I , , B.O. MAIN CLNG _ I ! j ® 27 T.O. F.F. UPPER L 6L B.O. MAIN CLNG I 27'6" I I REVISION DOORS&WINDOWS:ALUMINUM I r I ( c WALL CONSTRUCTION: 1° No Description Date FRAME GLAZING UNITS; SEE UNIT �\ I I �\ CEMENT STUCCO FINISH over 1 UPPER LVL SCHEDULE FOR REFERENCE I I METAL HAT CHANNELS over 30# 29'T.O.. F.F.F. 1 I I I o FELT PAPER over 3/4"CDX I PLYWOOD SHEATHING over 2x6 LIVING ROOM DIN G ROOM KITCHEN PA TRY STUD WALL @ 16"O.C.W/ 105 106 l 7 FIRESTOPPNG AS REQ'D, INSULATION AS PER ENERGY I CALCULATION REQUIREMENTS I I , , B.O. MAIN CLNG _ _ 27' - 6" T.O. F.F. MAIN LVL INTERIOR FLOORING: HARDWOOD FLOORING over 3/4"PLYWOOD over ENGINEERED WOOD FLOOR JOISTS r B.O. GROUND CLNG (AS PER STRUCTURAL DWGS.)WITH INSULATION AS PER ENERGY _ _ — — — I _ _I — — _ BFE + 2' FREE OARD CALCULATION REQUIREMENTS — — — — - - — -- - 141 0" 7 WALL SECTION F 1/2" = 1'-0" 3 N A5.4 STORAGE R I a. BEACH STORAGE 001 003 a � T.O. F.F. MAIN LVL 'o - ® co 1 7r 611 T.O. F.F. GROUND LVL — — 71 - prr B.O. GROUND CLNG �z _-- — _ _ ( _� �_ �_�_ ( _ _ _—=�1=_ =1 I 1__I_� 1_�_ _ _�_�__ _�_� �_� I E_� 15' - 4 1/2" 7-77 77-1III , ,1, , T.O. GRADE BEAMS _ WALL SECTION E n S4CTIONp,E-E 5' - 0" � 1 BRIDGEHAMPTON: INTERIOR FLOORING: HARDWOOD 4 1/4" 9 1/4" FLOORING on 3/4"PLYWOOD over A B C D E F G H I �J 1936 MONTAUK TJI'S(AS PER STRUCTURAL ENGINEER S HIGHWAY PO BOX 763 SPECIFICATIONS) I _ ___ T.O. ROOF BRIDGEHAMPTON, NY 41' - 0" T.O. F.F. UPPER LVL PHONE: 631.537.3555 29' --6 I =- _ _ _ I _ _ _ I _ _ I_ �_ B.O. UPPER CLNG FAX: 631.537.0558 THERMAL BREAK; PROVIDE RIGID I I $$' - 6" INSULATION AS REQ'D 7 STEEL PLATE WELDED TO BEAM; SEE •,I E"",A � N! E STRUCTURAL DWGS. A j I I I �� I I I I I IF 11 i 'I III III 58 GYPSUM BOARD FASCIA; ' PAINTED FINISH LEVEL 4 JACK'S BAT I ALIGN GWB FIN, FACE W/ 'I , STAINED CEDAR SIDING over 30# i �I�' I rn BACK OF MULLION 2O7 , SRC HITECTS FELT PAPER over 3/4 CDX PLYWOOD I „ SHEATHING SEE STRUCTURAL DWGS FOR BEAM SPECIFICATIONS DOORS&WINDOWS:ALUMINUM ; �___T_ .O. F.F. MAIN LVL_ _ _ _ _ _ _ _ FRAME GLAZING UNITS; SEE UNIT — — — — — — — _ T.O. F.F. UPPER LVL L__� - . 6" SCHEDULE FOR REFERENCE 29' - Err I " SEALED AND PAINTED CENTER STEEL B.O. MAIN CLNG _ — — — I — I —I� _ _B.O. MAIN CLNG TUBE STRINGER 27' _ 6" j 27' - 611 a PORCELAIN STAIR TREAD;TBD - -- 5/8"THICK GYPSUM CEILING BOARD; j MCDONNELL PAINTED FINISH-LEVEL 4 SPANDREL DETAIL RESIDENCE 5 1 1/2" = 1'-0" PANTRY MECHANICAL SOUTHOLD, NY M CHAN CAL I��', _ 107 I 109 :< DOORS&WINDOWS:ALUMINUM G UNITS;SEE UNIT 4 BUILDING FRAME GLAZING N - SCHEDULE FOR REFERENCE A5.4 SECTIONS C ON T.O. F.F. MAIN LVL _ . IN LVL S - - �' -- - - - - - - -- - - 1 71 - 611 rh . 17 6 B.O. GROUND CLNG B.O. GROUNC► CLN_.G_� SILL PAN FLASHING: L.C.C. FORMED 15' - 4 1/2°�® I ° ` FLASHING I I BFE + Z FREEBOARD 4 14 - 0 I SOLID BLOCKING AS REQUIRED WALL CONSTRUCTION: ± 6"EBONY a -- i a_ SEE STRUCTURAL DWGS FOR BEAM STAINED CEDAR SIDING over 30# j T n ° SPECIFICATIONS FELT PAPER over 3/4 CDX PLYWOOD I °° ° �', SHEATHING over POURED CONCRETE ! � !'�, I ° � BEA H TORAGF� ST RA I GARDEN STO. i I o ° 0 2 003 04 005 WALL CONSTRUCTION w/FLOOD4 fi a 7 VENTS TO MEET ALL FEMA -- -- - -- ° FLOODZONE REQUIREMENTS ° ° `� STAINED CEDAR SIDING over 31 a FELT PAPER over 314"CDX PLYWOOD ° 7 M I . SHEATHING I ° T— _ ` ` T;O. F.F. GROUND LVL I- 1I- °�., -I I I- -I 11 DETAIL @ TERRACE STAIR �—I —I � +I �I ��— +I I I I I �—�� I I T.O. GRADE BEAMS 2020 DULY 15 4 cw 1 1/2 1 -0 3 SILL DETAIL n SECTION ,F-F 5 p r ' 1 1/2 = 1 -0 1/4 = 1 -0 ' _ rl co 00 ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE TEAE A BY ANOTHER PARTY OR IN GAS b Y 109HE A OTHER LOCATION. NY CHANGES MADE TO THE PLANS NOT BY BARNES COY ARCHITECTS, A6.0 t �► V`� '� P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION / OF LAW AND STRICTLY PROHIBITED. J, I I I I I I I 40 I I I I I I I I I I I I I I �Ew YO CHECKED BY: - I I I I I I I I I I I I I I I I ao 41 2 I I I I Z N n 2 o ISSUED I I I I I I I I I I I I I 4 5 6 1 7 1 8 9 110 1 11 12 13 1 14 115 16 17 18 cl) 2 ISSUE FOR BID 2020.12.02 I I I I I I I I I I I I I J z 4 ISSUE FOR CONST. 2021.07.19 LO 2 n �U� 5 ISSUE BLDG DEPT COMMENT 71�-0" G F F. UPPER 2021.09.16 T.AO 611 IN ANC' A6.o J MA C - �6 ST-1 PLAN @ UPPER LVL "2 n 1/2" = 1'-0° l 11 REVISION No Description Date F - ::� 1 - " - A6.0 ' I I I I I G I I I 1 I I 1 I I 2 N � I I I I I , I I I I I I I I I t 2 MAIN wL F I I V 1 I I I I F A6 0 i I I I I I I I I A6.0 T.0 „ ._- 1 2 3 4 i 5 6 1 7 ' 8 ' 9 1 10 I 11 ' 12 ' 13 14 I 15 ' 16 17 18r- / I .- ' .. I I I I I I I I -- -- --- -- --- --- --- --- I_ _L _L L_ / c F A6.o J ST-1 PLAN @a MAIN LVL 3 ST-1 AXON 1/2" = 1'-011 \ BRIDGEHAMPTON: T.O. F.F. MAIN LVL 1936 MONTAUK F J 2 HIGHWAY PO BOX 763 00 LO BRIDGEHAMPTON, NY I N PHONE: 631.537.3555 ` FAX: 631 .537.0558 OSHA, EQUIPTO INDUSTRIAL STEEL STAIR BY NORTHERN OR EQUAL CD 1 k ;.• • �� -- - T.O. F.F. UPPER LVL T.O. F.F. UPPER LVL co rn I 3 ao 1 �� r cy) r w - — -- --- — B.O. MAIN C_LNG B.O. MAIN CLNG 27 6 27 6 *K McDONNELL RESIDENCE i I 00 00 �p T.O. F.F. GROUND LVL _ _ J _ _ . _ o®J SOUTHOLD, NY T 7 0 1 C w N w r - ST1 & EST3 PLANS 7 EST-3 DTL SECTION - 1/2 AND SECTIONS -� 1 - o 4 T.U. LANDING 1 A6.3 N 7 15'-4 3/8"A - - 7 1 1 _ o �n A6.0 I 1 1 1" 2" ,3 4 .5 6 ' 7 8 9 10 T.O. F.F. MAIN LVL 1 -� T.O. F.F. MAIN LVL - 17' -17 - 6" Q 14'- 11" co LO 8'-2 1/2" 3'-0" =4 - 18 EQ.TREADS /o 11'-5" 2 1/2" _ 5 1%4" rn T ST-1 SECTION 2021 SEPTEMBER 16 6 EST-3 PLAN @a MAIN LVL n ST-1 DTL SECTION 1/2' - 1'-0' N co T ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE �Rc AN INSTRUMENT y�TF O SERVICE AND SHALL REMAIN THE F PROPERTY OF THE ARCHITECT.THE CONCEPTS D DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED ' LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE —B.O. MAIN2 LN �Q� USED BY ANOTHER PARTY OR IN Sj �� ANY OTHER LOCATION. gTFQ, ANY CHANGES MADE TO THE PLANS NOT BY BARNES COY ARCHITECTS, P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY �.. ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. CHECKED BY: - ISSUED 2 ISSUE FOR BID 2020.12.02 I 2.ISSUE FOR PERMIT 2020.07.15 { REVISION T.O. F.F. MAIN LVL No Description Date 17' 6" �® I i ;I B.O. GROUND CLNG 15' - 41/2" I 3 EXTERIOR RAILS:STAINLESS STEEL ................... . ......_.................... .. _........._.._.. . ................. i..............._..... ._... ............................_..............._.......--__............................................................._............._................... 1 L................_........_......_.._.. -- --- --- --- A6.3 STANCHIONS with STAINLESS STEEL - c CABLES AND WOODEN GUARDRAIL CAP 3 — 1A I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I babo w co I I I I I I I OCC v I 1 I I I I i w 1 _.... 1 I I I i I T r CC) � O 1 r I I I I I I I - �r LANDING I I I I I I 9'- 10 3/8" 15 I 14 1 13 12 11 I 10 I 9 8 7 6 5 4 1 3 2 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I N I I 1 I 1 I I I I I I I T N 2'-0 1/2" 13'-9" 15 EQ.TREADS T.O. F.F. GROUND LVL 7' - 0" J n EST1 DETAIL SECTION n EST1 PLAN @ MAIN LVL BRIDGEHAMPTON: 1936 MONTAUK HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY PHONE: 631 .537.3555 FAX: 631 .537.0558 A 5 6 5 A A6.1 Cc---1---------- Am'.OHITEU 1 13 2 3 ,< . ! T.O. F.F. MAIN LVL A a 41 - _ co - I — -- l w n 5 - MCDONNELL CD RESIDENCE 00 LL1 -71 - _. cfl LL: co .. .... 7 u; - - o SOUTHOLD, NY 6� ........................... .................t.... O� _ .. 8 I EST1 & EST2 PLANS � T N T LO DN AND SECTIONS ' _ '..... o Zo 4 r A6.1 LANDING 13 141 15 16 A6.1 4'- 10 1/8" 9 10 11 1: LL: ao �w 3'-4 1/4" 7'-4" CO a .. ... .. ........._..... .. ....... T VJ «> 1 CD Iz 8 EQ.TREADS r d p 10'-8 1/4" LLI «> 01) .........................._.._. I 5 T.O. F.F. GROUND LVL tll'� -- - - 7, _ 0., 00 LO 4 EST2 PLAN @ MAIN LVL co EST2 DETAIL SECTION n EST2 DETAIL SECTION B T 2020 JULY 15 N 1/2" = 1'-011 1/2 - 1 -0 0 N ©COPYRIGHT NOTICE: �p A THE FOLLOWING DRAWINGS ARE RL,,S, AN INSTRUMENT OF SERVICE AND NER SHALL REMAIN THE PROPERTY OF ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE tS� l USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. OF N ANY CHANGES MADE TO THE PLANS NOT BY BARNES COY ARCHITECTS, P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION FINISH TREAD: 3/4"THK WHITE OAK OF LAW AND STRICTLY PROHIBITED. TREAD over STEEL PLATE STRUCTURE; BLOCKING AS REQ'D CHECKED BY: - ISSUED M — 2 ISSUE FOR BID 2020.12.02 2.ISSUE FOR PERMIT 2020.07.15 GUARDRAIL: 1/2"TEMPERED GLASS RAILING BOLTED TO STAIR STRUCTURE r` N 1 3/8" 1/2" REVISION No Description Date MONO STRINGER:4"x8"PAINTED STEEL MONO STRINGER n ST-1 RAILING DETAIL U3" = 1'-0„ J 1 T.O. F.F. UPPER LVL 29, - 6„ ........._._.........._................,................................_...... LO co GUARDRAIL: 1/2"TEMPERED GLASS RAILING BOLTED TO STAIR STRUCTURE 2,. � :I 1 M.— N BRIDGEHAMPTON: ! 1936 MONTAUK HIGHWAY PO BOX 763 50 r BRIDGEHAMPTON, NY ch i PHONE: 631.537.3555 ill FAX: 631.537.0558 10 FINISH TREAD: 3/4"THK WHITE OAK I �. , �� ';, 1`4 E TREAD over STEEL PLATE STRUCTURE; ["I" .M: ,R; BLOCKING AS REQ'D / A 1 Rh (".o4 H I T E(w.'O"T!*i' .............. .................... TREAD SUPPORT: PAINTED VERTICAL STEEL SUPPORT WELDED TO INTERNAL i M ! STEEL TREAD PLATE ti I MONO STRINGER: 4"x8"PAINTED , ' .. �� STEEL MONO STRINGER ti N PORCELAIN STAIR TREAD; TBD _ — _ _ _ _ _ B.O. MAIN CLNG 27' - 6„ McDONNELL i i 1" CID RESIDENCE i M ! ' 00 LO SEALED AND PAINTED CENTER II SOUTHOLD, NY �i STEEL TUBE STRINGER L------------------- J STAIR DETAILS B.O. GROUND CLNG 15' - 4 1/2" Q T 66 EST 1 TREAD DETAIL ST-1 TREAD DETAIL r 3° = V-0" 2020 JULY 15 0 N C ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE QED ARCy� AN INSTRUMENT OF SERVICE AND q' �`� SHALL REMAIN THE PROPERTY OF 2 p EA J s Tf ARCHITECT.THE CONCEPTS SAND DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO T.O. F.F. MAIN LVL_ _ _ T.O. F.F. MAIN LVL CIRCUMSTANCES SHOULD THEY BE - - 1 T - 6° I' �( USED BY ANOTHER PARTY OR IN T 221 �-�� ANY OTHER LOCATION. PLANS I ' TEOF NE ANY CHANGES MADE TO THE P 4 _. ....... .. ................._ .. .. . ...... . CEMENT STUCCO WALL NOT BY BARNES COY ARCHITECTS, A7.0 FINISH P.C. OR WITHOUT WRITTEN - �— CONSENT OF BARNES COY d - --"' _W . . ARCHITECTS, P.C. IS IN VIOLATION ,..... .... w .. - - - OF LAW AND STRICTLY PROHIBITED. r, d I w " CHECKED BY: PAINTED ALUMINUM = bo _:....... i c FIN. CEILING C� PANEL;COLOR TO Lu MATCH STUCCO ISSUED O t.. ALUMINUM DOOR T.O. ,F.F_GROUND LVL w T.O. F.F. GROUND LVL PANEL 2 ISSUE FOR BID 2020.12.02 7 5 EXTERIOR INTERIOR 3 (ISSUE FOR PERMIT 2020.07.17 7, F, GARAGE ELEVATION \ -1 _ I I1 I I1 I I=1 I I=1 I I1 I IIIIIIIIII=1 I I —III- � 3 GARAGE SECTION 1/4 = 1 -0 REVISION n EXT. DOOR HEAD DTL E06-E07 No Description Date 3" = 1'-0" 1 6„ T.O. F.F. MAIN LVL ---- .,. 17' - 6" 2 5/16" 1 2 11/16" 9TINSULATION PER ENERGY fl CALCULATIONS ...........--..........._ . . _ . ...... ....... ............_.......... / SEE STRUCTURAL DWGS FOR BEAM SPECIFICATIONS - J...._._..........._........................... FIN. CEILING \ FIN. CEILING co STAINED CEDAR SIDING over 30#FELT PAPER over 3/4"CDX i. PLYWOOD SHEATHING B.O. GROUND CLNG 15' - 41/2" EXTERIOR INTERIOR i i y" FORMED ALUMINUM FRAME; PROVIDE ATTACHMENT AND BLOCKING AS REQ'D EBONY STAINED CEDAR SIDING BRIDGEHAMPTON: STAINED CEDAR SIDING TO i i CONCEALED HINGE 1936 MONTAUK MATCH ADJACENT WALLS HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY 4 } PHONE: 631 .537.3555 @ GARAGE DOOR HEAD WOOD SIDING TO MATCH 1 1/2" - V-0" \ \ \ \ i ADJ.WALL WOOD SIDING TO FAX: 631 .537.0558 MATCH ADJ.WALL —1....__........._...__.......__...._.._._._._. �. � � PLYWOOD PANEL � 1s. . / 1 F" i`�, E7 GARAGE SLAB: POURED CONCRETE SLAB W/WWM over - HONEYCOMB INFILL " MECHANICALLY COMPACTED _ ° //� - ...._..... _ _... ALUMINUM DOOR SOIL. PROVIDE 1/2"PERIMETER --- i EXPANSION AND CONTROL /\RCHITEk... JOINTS AS REQ'D PANEL !/ LINEAR SLOT TRENCH DRAIN; - ALUMINUM TRIM �� f ONNECTION TO DRYWELL AS - ' REQ'D j 17 T.O. F.F. GROUND LVL 1/8° r FIN. FLOOR . s:z:' �' _ — N McDONNELL 35/ RESIDENCE TYP. EXT DOOR JAMB TYP. EXT. DOOR DETAIL SOUTHOLD, NY TYPICAL EXTERIOR DOOR DETAILS EXTERIOR DOOR SCHEDULE Door No. Level Location Height Width Door Operation Finish Type Function HW Set T.O. GRADE BEAMS -- ------ --- — — — = = 5' - 0" E01 GROUND LEVEL CAR PORT 8'-6" 2'- 10" LHR WOOD SIDING Single Swing Exterior — — — E02 GROUND LEVEL STORAGE 8'-6" 5'-6" LH,RH WOOD SIDING Double Swing Exterior E03 GROUND LEVEL STORAGE 8'-6" 2'- 10" RHR WOOD SIDING Single Swing Exterior = E04 GROUND LEVEL BEACH STORAGE 8'-6" 2'- 10" RHR WOOD SIDING Single Swing Exterior — FOUNDATION SYSTEM: 12"0 E05 GROUND LEVEL CABANA 8'-6" 2 -8" LH WOOD SIDING Single Swing Exterior _ — TIMBER PILES (AS PER STRUCTRUAL E06 MAIN LEVEL MECHANICAL 8'-6" 2'- 10" LH PAINTED ALUMINUM PANEL Single Swing Exterior ENGINEER SPECIFICATIONS) E07 GROUND LEVEL GARDEN STO. 7'-0" 6' -0" LHR,RHR PAINTED ALUMINUM PANEL Double Swing Exterior _— BELOW CONCRETE GRADE A71 BEAMS(SPECIFICATIONS AND STEEL REINFORCEMENT AS PER EXTERIOR DOOR SCHEDULE NOTES: STRUCTURAL ENGINEER) 1. ALL EXTERIOR DOOR/LEAF HEIGHTS ON SCHEDULE INCLUDE A SADDLE THICKNESS;TYPICAL; REFER TO DETAILS Q 2. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS ON BOTH SIDES OF DOORS T 3. ALL DOOR DIMENSIONS TO BE VERIFIED IN FIELD BY G.C./FABRICATOR PRIOR TO FABRICATION & INSTALLATION n DTL @GARAGE SILL 4. SCHEDULE HEIGHT AND WIDTH DIMENSIONS ARE NOMINAL r T 2020 JULY 17 cc Cr. (D COPYRIGHT NOTICE: D ARC'S' THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND �� QNER j � SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE CONCEPTS AN ESIGNS CONTAINED HEREIN E INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE cP 22 USED BY ANOTHER PARTY OR IN �l ANY OTHER LOCATION. 9TFOF NEB ANY CHANGES MADE TO THE PLANS NOT BY BARNES COY ARCHITECTS, FIN. CEILING/ P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY Eg: ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. CHECKED BY: - ISSUED PAINTED GWB WALLBOARD \ \ 2 ISSUE FOR BID 2020.12.02 \ \ \ \ 3 IISSUE FOR PERMIT 2020.07.17 FIN. DROP / FIN.� CEILING CEILING %�-; FIN. CEILING FIN. CEILING REVISION No Description Date l ' U) Z) J FIN. CEILING/ \ FORMED REVEAL;WIDTH TO MATCH JAMB TYP.WOOD DOOR HEAD PROVIDE BLOCKING AS REQ'D FINISHED GWB INTERIOR WALL INTERIOR DOOR HEAD DETAILS INTERIOR POCKET DOOR DETAILS 2 3" = 1'-0" 3 3" = 1'-0" BRIDGEHAMPTON: 1936 MONTAUK HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY 631 . — TYP. 5/8"GYPSUM WALL BOARD INTERIOR DOOR SCHEDULE PHONE:FAX: 631.537.0558 5 FRY REGLET F-REVEAL OR SIMILAR Door No. Level Location Height Leaf Width Door Operation Finish Type Function HW Set 1-100 MAIN LEVEL GENKAN ENTRY 8'-0" 4'-0" LHR,RHR FLUSH PAINTED Double Swing Interiorvu. I-102 MAIN LEVEL GUEST ROOM 10'-0" 2'- 10" RH FLUSH PAINTED Single Swing Interior " • � 1-103 MAIN LEVEL POWDER RM 8'-0" 2'-4" RH FLUSH PAINTED Single Swing Interior C Y'r PROVIDE SHIM AS REQ'D 1-106 MAIN LEVEL PANTRY 8'-0" 3'-2" - FLUSH PAINTED Pocket Interior 1-107 MAIN LEVEL UTILITY CLO. 8'-0" 2'-0" RHR FLUSH PAINTED Single Swing Interior AM..HITECT:s 1-201 UPPER LEVEL OFFICE 8'-0" 3'-2" - FLUSH PAINTED Pocket Interior -202 UPPER LEVEL MASTER BEDROOM 8'-0" 2'- 10" LH FLUSH PAINTED Single Swing Interior 1-203 UPPER LEVEL MASTER BATH 8'-0" 3'-2" - FLUSH PAINTED Pocket Interior 1-205 UPPER LEVEL MBR POWDER 8'-0" 3'-2" - FLUSH PAINTED Pocket Interior : 1-206 UPPER LEVEL JACK'S BEDROOM 8'-0" 2'- 10" RH FLUSH PAINTED Single Swing Interior «. :. 1-206A UPPER LEVEL JACK'S BEDROOM 8'-0" 4'- 11 1/2" LHR,RHR FLUSH PAINTED Double Swing Interior I-207 UPPER LEVEL JACK'S BATH 8'-0" 2'-8" LH FLUSH PAINTED Single Swing Interior 1-208 UPPER LEVEL LAUNDRY 8'-0" 2'- 10" LH FLUSH PAINTED Single Swing Interior I-211 UPPER LEVEL LINEN CLOSET 8'-0" 1'-8 1/2" RHR FLUSH PAINTED Single Swing Interior ° MCDONNELL RESIDENCE FLUSH INTERIOR DOOR SCHEDULE NOTES: FLUSH 1. ALL INTERIOR DOOR/LEAF HEIGHTS ON SCHEDULE INCLUDE A 1/8" UNDERCUT;TYPICAL 2. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS ON BOTH SIDES OF DOORS SOUTHOLD, NY TECTUS TE340 3. ALL DOOR DIMENSIONS TO BE VERIFIED IN FIELD BY G.C./MANUFACTURER PRIOR TO FABRICATION& INSTALLATION CONCEALED HINGE 4. SCHEDULE HEIGHT AND WIDTH DIMENSIONS ARE NOMINAL 5. 'OH'TYPE DESIGNATION REFERS TO OVERHEAD FIXED PANEL TYPICAL INTERIOR TYP.WOOD DOOR JAMB DOOR DETAILS 1 INTERIOR DOOR JAMB DETAIL 6 = 1 -0 DOOR SWING LEGEND - LH RH A7 , 1 REVERSE REVERSE XMMM RH HALL SIDE HALL SIDE HALL SIDE HALL SIDE 6: T (EXTERIOR) (EXTERIOR) (EXTERIOR) (ExrER R) 2020 JULY 17 C N O: ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE �E0 ARCy AN INSTRUMENT OF SERVICE AND P SHALL REMAIN THE PROPERTY OF M '�5 OQ a6fF�,�` TH ARCHITECT.THE CONCEPTS D DESIGNS CONTAINED HEREIN * ARE INTENDED FOR THE SPECIFIED co I 1 LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE 4 USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. „Q 2214� -L�Q ANY CHANGES MADE TO THE PLANS TF110F N� NOT BY BARNES COY ARCHITECTS, P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION / OF LAW AND STRICTLY PROHIBITED. CHECKED BY: - ISSUED U / 2 ISSUE FOR BID 2020.12.02 / 3 IISSUE FOR PERMIT 2020.07.17 00 LO w � , °' \ w REVISION No Description Date 00 TYP. FULL HEIGHT SWING DOOR 3/4" = 1'-0" SINGLE SWING DOOR LOCATION 102 GUEST ROOM INTERIOR DOOR TYPE 1 C FULL HEIGHT W/CONCEALED HINGE WHT. PTD.WOOD (TBD) UNIT SIZE: SEE SCHEDULE QTY: 1 �VJF ALL DIMENSIONS BRIDGEHAMPTON: 1936 MONTAUK HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY PHONE: O . 631.537.3555 FAX: 631 537.0558 00 �00 Ch M C'7 ly A R C I T Em(al wfto TS%i (L cr- IL / \ I�yy• / '` . 2 / \ / hti...,r°F,3' .": Y x ,. ibNpPgUate .Sf: _ z bo LEAF WIDTH iQc .JCl w FULL:OPEN POSITION ' > MCDONN ELL 00 \ RESIDENCE \ / \ SOUTHOLD, NY INTERIOR DOOR \ / \ ELEVATIONS 00 \ / 00 \ TYP. FULL HEIGHT POCKET DOOR TYP. CLOSET DOUBLE SWING DOOR TYP. SWING DOOR 3/41' = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" A7 t Q cv� N LOCATION 107 PANTRY LOCATION 100 GENKAN ENTRY LOCATION 103 POWDER ROOM 207 JACK'S BATH N 201 OFFICE 206A JACK'S BEDROOM 108 UTILITY CLO. 208 LAUNDRY ROOM aj INTERIOR DOOR TYPE 2A SINGLE POCKET DOOR INTERIOR DOOR TYPE 1 B DOUBLE SWING CLOSET DOOR INTERIOR DOOR TYPE 1 A SINGLE SWING DOOR WHT. PTD. WOOD (TBD) 203 MASTER BATH WHT. PTD. WOOD (TBD) STANDARD HEIGHT 202 MASTER BEDROOM 209 HALL CLO. ,- 205 MBR. POWDER W/CONCEALED HINGE 206 JACKS BEDROOM 210 EXERCISE ROOM 2020 JULY 17 UNIT SIZE: SEE SCHEDULE QTY: 4ALLONS (TBD) LINEN CLOSET N UNIT SIZE: SEE SCHEDULE QTY: 2 UNIT SIZE: SEE SCHEDULE QTY: 9 WHT. PTD. WOOD TBD � V.I.F ALL DIMENSIONS V.I.F ALL DIMENSIONS m 26'-0 1/8" ©COPYRIGHT NOTICE: FRAME UNIT WIDTH THE FOLLOWING DRAWINGS ARE OED ARG+y AN INSTRUMENT OF SERVICE AND THE PROPERTY 5'-2" 5'-2 3/4" 5'-2 3/4" 5'-2 3/4" 5'-2" �a��oQNER Jq,� ,*� SHfi E ARCHITEICT.THE ONCEPTOF B.O. MAIN_CLNG �1 AND DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED 27' - 6" LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE tS� USED BY ANOTHER PARTY OR IN 221A0 yp ANY OTHER LOCATION. FOF NEB ANY CHANGES MADE TO THE PLANS NOT BY BARNES COY ARCHITECTS, P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. x O CHECKED BY: - co = 103 r Z ISSUED o w a 2 ISSUE FOR BID 2020.12.02 ux.- 3 EX. WIN. & DOOR PRICING 2021.06.22 2.ISSUE FOR PERMIT 2020.07.15 OPERABLE PANEL OPERABLE PANEL FIXED PANEL FIXED PANEL FIXED PANEL T.O. F.F. MAIN LVL REVISION 17' - 6" No Description Date WINDOW 103 ELEVATION 1/2" = V-0" 26'-0 1/8" FRAME UNIT WIDTH 5'-2" 5'-23/4" 5'-23/4" 5'-23/4" 5'-2" E g OPERABLE PANEL FIXED PANEL FIXED PANEL FIXED PANEL OPERABLE PANEL EXTERIOR WINDOW 103 PLAN 1/2" = 1'-0" WINDOW 103 105 DINING ROOM TYPE 3 LOCATION 106 KITCHEN METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING UNIT SIZE: SEE DIMS QTY: 1 REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED 13' -5 3/8" FRAME UNIT WIDTH 4'-9" BRIDGEHAMPTON: 2'- 11 3/8" 7'-6 5/8" 2'- 11 3/8" FRAME UNIT WIDTH B.O. MAIN C_LNG _ _ _ _ B.O. MAIN CLNG 1936 MONTAUK 27' - 6" 27' - 6" HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY PHONE: 631 .537.3555 FAX: 631.537.0558 x w R[,,J E'� T r o j 102 . r- W c 0-1 LL C7 - C.%0 T w 0 101 co co Z r O w FIXED PANEL FIXED PANEL FIXED PANEL McDONNELL RESIDENCE T.O. F.F. MAIN_LVL _ _ _ _ T.O. F.F. MAIN LVL 17' --6-� FIXED PANEL 17' - 6" SOUTHOLD, NY r WINDOW 102 ELEVATION 1/2' 1'-0 WINDOW 101 ELEVATION EXTERIOR GLASS 1/2" = 1'-o" UNIT 13'-5 3/8" FRAME UNIT WIDTH 2'- 11 3/8" 7'- 2'- 11 3/8" FRAME UNIT WIDTH FIXED PANEL FIXED PANEL FIXED PANEL FIXED PANEL i EXTERIOR EXTERIOR A810 WINDOW 102 PLAN WINDOW 101 PLAN 1/2" = 1'-0" 1/2" = 1'-0" Q T C) T WINDOW 102 106 KITCHEN 100 GENKAN ENTRY _00 WINDOW 101 2020 JULY 15 METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING TYPE 1 METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING N TYPE 2 LOCATION LOCATION REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE, N UNIT SIZE: SEE DIMS QTY: 1 UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED UNIT SIZE: SEE DIMS QTY: 1 UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED rn ©COPYRIGHT NOTICE: 13'-2 1/4" THE FOLLOWING DRAWINGS ARE FRAME UNIT WIDTH AN INSTRUMENT OF SERVICE AND 4'-5" 4'-4 1/4" 4'-5" Q�"I'M ARCS, SHALL REMAIN THE PROPERTY OF �� O NER ✓q,� �A , ;THH�ARCHITECT.THE CONCEPTS B.O. MAIN CLNG �, a Fs : DESIGNS CONTAINED HEREIN 27 - 6 RE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. 144 �C► ANY CHANGES MADE TO THE PLANS G1FN NOT BY BARNES COY ARCHITECTS, P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. x 106 - O CHECKED BY: w x N b ISSUED T W G 2 ISSUE FOR BID 2020.12.02 U- 3 EX. WIN. & DOOR PRICING 2021.06.22 2.ISSUE FOR PERMIT 2020.07.15 FIXED PANEL FIXED PANEL FIXED PANEL T.O. F.F. MAIN LVL 17' 6" REVISION WINDOW 106 ELEVATION No Description Date 1/2" = 1'-0" 13'-2 1/4" FRAME UNIT WIDTH 4'-5" 4'-41/4" 4'-5" FIXED PANEL FIXED PANEL FIXED PANEL EXTERIOR WINDOW 106 PLAN 1/2" = V-0" WINDOW 106 104 LIVING ROOM TYPE 6 LOCATION METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING UNIT SIZE: SEE DIMS QTY: 1 REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED 9'- 11 3/4" FRAME UNIT WIDTH 4'-0 1/4" 5'- 11 1/2" 20'- 10 1/2" FRAME UNIT WIDTH 5'-2 1/2" 5'-2 3/4" 5'-2 3/4" 5'-2 1/2" T B.O. MAIN CLNG _ _ _ _ _ _ _ _ _ _ B.O. MAIN CLNG BRIDGEHAMPTON: — — — — 2T - 6" 27' - 6" 1936 MONTAUK HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY PHONE: 631.537.3555 FAX: 631.537.0558 104 iv w 105 y OZ C wV M`£. x o x k* r W N F- T Z u- o CD w x r' r, OPERABLE PANEL OPERABLE PANEL Mc D O N N E LL FIXED PANEL T.O. F.F. MAIN LVL FIXED PANEL FIXED PANEL T.O. F.F. MAIN LVL RESIDENCE 17' - 6° 17' - 6' 2 -3 1/2 SOUTHOLD, NY WINDOW 105 ELEVATION WINDOW 104 ELEVATION 1/2" = 1'-0" 1/2" = V-0" EXTERIOR GLASS UNIT 20'- 10 1/2" VARIES 5'- 11 1/2" FRAME UNIT WIDTH I 5'-2 1/2" 5'-2 3/4" 5'-2 3/4" 5'-2 1/2" 11 L FI FIXED PANEL OPERABLE PANEL OPERABLE PANEL FIXED PANEL EXTERIOR EXTERIOR WINDOW 105 PLAN A8 1 1/2" = 1'-0" WINDOW 104 PLAN 1/2" = V-0" a Cr is T WINDOW 105 104 LIVING ROOM WINDOW 104 104 LIVING ROOM ac TYPE 5 LOCATION METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING TYPE 4 LOCATION METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING 2020 J U LY 15 c UNIT SIZE: SEE DIMS QTY: 1 REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. UNIT SIZE: SEE DIMS QTY: 1 REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. c� UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED C a. ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE 13'-2 3/8" AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF FRAME UNIT WIDTH 5'-9 1/2" THE ARCHITECT.THE CONCEPTS 6'- 11 6 AND DESIGNS CONTAINED HEREIN 4'-4 5/8" 4'-5 1/8" 4'-4 5/8" FRAME UNIT WIDTH FRAME UNIT WIDTH ARE INTENDED FOR THE SPECIFIED B.O. UPPER CLNG B.O. UPPER CLNG _ _ _ _ _B.O. UPPER CLNG LOCATION AND CLIENT. UNDER NO 38' - 6" 38 - 6" 38 — 6 CIRCUMSTANCES SHOULD THEY BE USED BY ANOTHER PARTY OR IN w ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS z NOT BY BARNES COY ARCHITECTS, N REpA' P.C. OR WITHOUT WRITTEN w CONSENT BARES COY FIXED PANEL : 40 ✓q� ARCH TECTOS, P.C.N HER S IN VIOLATION �✓ Q Q FN C� OF LAW AND STRICTLY PROHIBITED. � U CHECKED BY: c7 w �.. ISSUED r- z o> D w o� w g 2 < 2 ISSUE FOR BID 2020.12.02 LL 3 EX. WIN. & DOOR PRICING 2021.06.22 w C° 4 ISSUE FOR CONST. 2021.07.19 OPERABLE PANEL FIXED PANEL FIXED PANEL T.O. F.F. UPPER LVL T.O. F.F. UPPER LV_L — FIXED PANEL — 29' — 6" — — — — — — � T.O. F.F. UPPER LVL 29' 6" _ 29' — 6" REVISION WINDOW 203 ELEVATION WINDOW 202 ELEVATION WINDOW 0201 ELEVATION 1/2" = V-0" _ No Description Date 1/2" = 1'-0" 13'-23/8" 6'- 11" FRAME UNIT WIDTH FIXED PANEL WIDTH 5'-9 1/2 4'-4 5/8" 4'-5 1/8" 4'-4 5/8" FRAME UNIT WIDTH oil OPERABLE PANEL FIXED PANEL FIXED PANEL FIXED PANEL FIXED PANEL EXTERIOR ,' EXTERIOR EXTERIOR i; WINDOW 203 PLAN WINDOW 202 PLAN WINDOW 201 PLAN 1/2" = 1'-0" 1/2" = 1'—p„ WINDOW 203 206 JACK'S BEDROOM WINDOW 202 207JACK'S BATH WINDOW 201 200 HALLWAY TYPE 12 LOCATION METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING TYPE 11 LOCATION METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND TYPE 10 LOCATION METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND UNIT SIZE: SEE DIMS QTY: 1 REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. UNIT SIZE: SEE DIMS QTY: 1 CLADDING REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL UNIT SIZE: SEE DIMS QTY: 1 CLADDING REQUIREMENTS OF THE 2015 INTER. RESIDENTIAL UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED CODE.UNITS AND CURTAIN WALL SYSTEMS ARE IMPACT-CERTIFIED CODE,UNITS AND CURTAIN WALL SYSTEMS ARE IMPACT-CERTIFIED 4' -5" FRAME UNIT WIDTH 20'-6" _ B.O. MAIN CLNG FRAME UNIT WIDTH 27' - 6" 5'-2 1/2" 2'-6 7/8" 2'-6 3/8" 5'- 1 1/4" 5'- 1" / B.O. MAIN CLNG f/ r , — 27' — 6" BRIDGEHAMPTON: r 1936 MONTAUK HIGHWAY PO BOX 763 BRIDGEHAMPTON, NY ' PHONE: 631.537.3555 FAX: 631 .537.0558 00 w00 o /' i- w w 2 / T \ CV ' e' Q %. LL \ o / &�" FmCTS \ w //// ARCHITL cc U-- /6PERABLE FIXED PANEL FIXED PANEL ' PANEL �a T.O. F.F. MAIN LVL Co U) — N FIXED PANEL FIXED PANEL 11 MCDONNELL T.O. F.F. MAIN LVL WINDOW 109 ELEVATION 17 ' 6 RESIDENCE 1/2" = V-0" WINDOW 108 ELEVATION = 1'-0" SOUTHOLD, NY 1/2" 20'-6" EXTERIOR GLASS • FRAME UNIT WIDTH UNIT 5'-2 1/2" 2'-6 7/8" 2'-6 3/8" 5'- 1 1/4" 5' - 1" 2'- 1" / 3 N ET CLEAR WID 4 _ A8.5 A8.5 FIXED PANEL FIXED PANEL OPERABLE' FIXED PANEL FIXED PANEL PANEL EXTERIOR EXTERIOR A812 WINDOW 109 PLAN i 1/2" = 1'-0" WINDOW 108 PLAN 1/2" = 1'-0" I 100 GENKAN ENTRY WINDOW 108 101 BATHROOM 01 WINDOW 109 METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING TYPE 8 LOCATION 102 STUDY/GUEST ROOM METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING 2021 SE PTE M B E R 23 TYPE 9 LOCATION REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. UNIT SIZE: SEE DIMS QTY: 1 REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. ! UNIT SIZE: SEE DIMS QTY: 1 UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED ! ©COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND 13'- 11 1/2" 20'- 10 1/2" SHALL REMAIN THE PROPERTY OF FRAME UNIT WIDTH FRAME UNIT WIDTH THE ARCHITECT.THE CONCEPTS AND DESIGNS CONTAINED HEREIN 6'-0" 5'- 11" 2'-0 1/2" 5'-2 1/2" 5'-2 3/4" 5'-2 3/4" 5'-2 1/2" ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO B.O. UPPER CLN _ _ _ _ _ _ _ _ _ _ _ _ B.O. UPPER_CLNG CIRCUMSTANCES SHOULD THEY BE 38' - 6" 38' USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS NOT BY BARNES COY ARCHITECTS, 6`S�EREpgq P.C.OR WITHOUT WRITTEN !v ,�pPHER �y CONSENT OF BARNES COY `g AtCHITECTS, P.C. IS IN VIOLATION LAW AND STRICTLY PROHIBITED. 206 y' t 007 `'2140 � = 207 = CHECKED BY: - 2: n m NEVV(0- ISSUED T T- ) Z) W w Q ¢ 2 ISSUE FOR BID 2020.12.02 � m 3 EX. WIN. & DOOR PRICING 2021.06.22 2.ISSUE FOR PERMIT 2020.07.15 1 OPERABLE PANEL OPERABLE PANEL FIXED PANEL FIXED PANEL FIXED PANEL _ T.O. F.F. UPPER_LVL FIXED PANEL FIXED PANEL� T.O. F.F. UPPER LVL 29' - 6" 29' - 6" REVISION WINDOW 207 ELEVATION WINDOW 206 ELEVATION No Description Date 1/2" = 1'-O" 1/2" = V-0" 20'- 10 1/2" FRAME UNIT WIDTH VARIES 5'- 11" 2'-0 1/2" 5'-2 1/2" 5'-2 3/4" 5'-2 3/4" 5'-2 1/2" FIXED PANEL FIXED PANEL FIXED PANEL FIXED PANEL OPERABLE PANEL OPERABLE PANEL FIXED PANEL Q7 EXTERIOR EXTERIOR WINDOW 207 PLAN WINDOW 206 PLAN 1/2" = 1'-0" 1/2" = V-0" WINDOW 207 202 MASTER BEDROOM WINDOW 2O6 202 MASTER BEDROOM TYPE 16 METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING TYPE 15 METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING UNIT SIZE: SEE DIMS QTY: 1 LOCATION REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. UNIT SIZE: SEE DIMS QTY: 1 LOCATION REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED BRIDGEHAMPTON: 10'-2" 1936 MONTAUK HIGHWAY PO BOX 763 5' -2" FRAME UNIT WIDTH 5'-0" 1'-5 5/8" BRIDGE AMPTON, NY B.O. UPPER CLNG B.O. UPPER C_LNG 38' - 6" 38' - 6" PHONE: 631 .537.3555 FAX: 631.537.0558 xx, aq3 7 k3 r�.a Fox a� Z 5 Ef = 205 = w AR% kC.".4'r I I T E C S' w 204 00 = ao = r Z^ J LL LL MCDONNELL RESIDENCE OPERABLE PANEL FIXED FIXED PANEL T.O. F.F. UPPER LVL PANEL T.O. F.F. UPPER LVL 29' - 6" — 29' - 6" SOUTHOLD, NY WINDOW 205 ELEVATION WINDOW 204 ELEVATION EXTERIOR GLASS 1/2" = 1'-O" 1/2" = 1'-0" UNIT 10'-2" 1'-5 5/8" FRAME UNIT WIDTH -- FIXED OPERABLE PANEL FIXED PANEL PANEL EXTERIOR EXTERIOR A813 WINDOW 204 PLAN , WINDOW 205 PLAN 1/2" = V-0" ; 1/2" = 1'-O" WINDOW 205 201 OFFICE WINDOW 204 201 OFFICE ' METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING TYPE 13 METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING ' TYPE 14 LOCATION LOCATION 2020 JULY 15 UNIT SIZE: SEE DIMS QTY: 1 REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. UNIT SIZE: SEE DIMS QTY: 1 REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED ! i 0 COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND C'> pHER J Qly g.�0 SHALL REMAIN THE PROPERTY OF 3'- 11" 3'- 11" 5'-2 3/8" F TH RCHITECT.THE CONCEPTS FRAME UNIT WIDTH GNS CONTAINED HEREIN FRAME UNIT WIDTH FRAME UNIT WIDTH * ARE INTENDEDN EINDE FOR THE SPECIFIED B.O. UPPER CLNG _ _ B.O. UPPER CLNG B.O. UPPER CLNG LOCATION AND CLIENT. UNDER NO �� CIRCUMSTANCES SHOULD THEY BE 38' - N 2'-6 USED BY ANOTHER PARTY OR IN FOF 40 .�O ANY OTHER LOCATION. C° RAME UNIT WIDT NEW ANY CHANGES MADE TO THE PLANS r NOT BY BARNES COY ARCHITECTS, P.C. OR WITHOUT WRITTEN E- CONSENT OF BARNES COY O ARCHITECTS, P.C. IS IN VIOLATION _ OF LAW AND STRICTLY PROHIBITED. z 212 212 - w CD Z) CV = 2 � n z 211 w CHECKED BY: - � x "- ;• g ', Z 210 ISSUED m Z) U— W Q 2 ISSUE FOR BID 2020.12.02 FIXED PANEL FIXED PANEL FIXED PANEL �- 3 EX.WIN. & DOOR PRICING 2021.06.22 2.ISSUE FOR PERMIT 2020.07.15 0 0 i+� M FIXED PANEL T.O. F.F. UPPER 6 2 , LVL _ _ T.O. F.F. UPPER _ _ 2 , 6 T.O. F.F. UPPER 2 REVISION WINDOW 212 ELEVATION WINDOW 211 ELEVATION WINDOW 210 ELEVATION No Description Date 1/2" = V-0" 1/2" = V-0„ 1 2,� _ 1_ - 5 3' - 11" A8.5 FRAME UNIT WIDTH FRAMED UNIT WIDTH — 2'-6" 5'-2 3/8" FRAME UNIT WIDTH L FRAME UNIT WIDTH FIXED PANEL FIXED PANEL EXTERIOR EXTERIOR EXTERIOR WINDOW 212 PLAN WINDOW 211 PLAN WINDOW 210 PLAN 1/2" = 1'-0" 1/2" = 1'-0" 1/2" = V-0„ WINDOW 212 210 EXERCISE ROOM WINDOW 211 207 JACK'S BATH WINDOW 210 203 MASTER BATHROOM TYPE 2-1 LOCATION METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING TYPE 20 LOCATION TYPE 19 LOCATION METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. UNIT SIZE: SEE DIMS QTY: 1 UNIT SIZE: SEE DIMS QTY: 1 REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE, UNIT SIZE: SEE DIMS QTY: 2 UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED F10'-3" BRIDGEHAMPTON: 3'- 11" FRAME UNIT WIDTH FRAME UNIT WIDTH 1936 MONTAUK 5'-2" 11 5'- 1" HIGHWAY PO BOX 763 B.O. UPPER $LN6 _ _ _ B.O. UPPER $LN6 BRIDGEHAMPTON, NY c� N = PHONE: 631.537.3555 r 209 FAX: 631 .537.0558 � z Z) a Q FIXED PANEL FIXED PANEL M oc w -� = o z CD Was' cc U- ARCHITECO"Ta t FIXED PANEL '` I° ` a: c O MCDONNELL RESIDENCE T.O. F.F. UPPER LVL T.O. F.F. UPPER LVL WINDOW 209 ELEVATION WINDOW 208 ELEVATION SOUTHOLD, NY 1/2" = 1'-0" 1/2" = V-0" EXTERIOR GLASS UNIT 10'-3" FRAME UNIT WIDTH 5'-2" 5,_ 1„ 3'- 11" FRAME UNIT WIDTH 770' FIXED PANEL FIXED PANEL FIXED PANEL EXTERIOR EXTERIOR A8 , 4 WINDOW 209 PLAN WINDOW 208 PLAN 1/2" = V-0" 1/2" = 1'-0" Q c u T 203 MASTER BATH 202 MASTER BEDROOM c WINDOW 209 WINDOW 208 METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING TYPE 17 LOCATION METAL FRAME GLAZING UNIT TO MEET ALL COMPONENT AND CLADDING 2020 J U LY 15 TYPE 18 LOCATION REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. UNIT SIZE: SEE DIMS QTY: 1 REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. UNIT SIZE: SEE DIMS QTY: 1 UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED UNITS AND CURTAIN WALL SYSTEMS ARE NON-IMPACT-CERTIFIED C C 0 COPYRIGHT NOTICE: THE FOLLOWING DRAWINGS ARE AN INSTRUMENT OF SERVICE AND C HEIJ 0 SHAL EMAIN THE PROPERTY OF TW ARCHITECT.THE CONCEPTS ,^D DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO CIRCUMSTANCES SHOULD THEY BE MA USED BY ANOTHER PARTY OR IN ANY OTHER LOCATION. M. ANY CHANGES MADE TO THE PLANS 1: Ul NOT BY BARNES COY ARCHITECTS, l: P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION OF LAW AND STRICTLY PROHIBITED. 7/ 7 77 c\j CHECKED BY: B.O. MAIN CLNG' '-- 00 0c) ISSUED cy) c\1 2.ISSUE FOR PERMIT 2020.07.15 II r TYP. SLIDER HEAD DETAIL 311 = 1 1-011 4 1/2" REVISION 3 7/8" No Description Date 0 ------------ co T.O. F.F. MAIN LVL U')- 17' - 6" 00 co co I A(( 00 I. CID fl! it TYP. SLIDER LOCK JAMB DETAIL TYP. SLIDER SILL DETAIL 3" = 1'-0" 3" = V-01" BRIDGEHAMPTON: 1936 MONTAUK H HIGHWAY PO BOX 763 4 1/4" 2 1/4" BRIDGEHAMPTON, NY PHONE: 631.537.3555 P4 1/2" FAX: 631 .537.0558 3/4" 3 3/4" 7 L B.O. MAIN QLNG c\j T.O. F.F. UPPER LVL ARCHITEk... 29' - 6" ---------------- McDONNELL 4 UNIT 109 HEAD DETAIL RESIDENCE UNIT 105/207 SILL-HEAD DETAIL 3" V-101" 3 H SOUTHOLD, NY 4 1/4" 2 1/4" WIN. & DOOR T.O. F.F. MAIN LVL H 17' HEAD/SILL/JAMB DETAILS 7t 00 LO < 7tO CIA 04 cv) .................................... J N `�' C EXTERIOR ........... ............/...................... TYP. FIXED WINDOW JAMB DETAIL 31' = 1 1-01, UNIT 109 JAMB-B DETAIL n UNIT 109 JAMB-A DETAIL n UNIT 109 SILL DETAIL 2020 JULY 15 4 , 3" = 1 1-011 ©COPYRIGHT NOTICE: a`S�ERE�gR THE FOLLOWING DRAWINGS ARE ?HER C AN INSTRUMENT OF SERVICE AND � ✓,9 �. SHALL REMAIN THE PROPERTY OF E ARCHITECT.THE CONCEPTS HEREIN 2 E D ARD INTENDEDDESIGNS FOOR THE SPECIFIED LOCATION AND CLIENT. UNDER NO _ 3 CIRCUMSTANCES SHOULD THEY BE A9.0 USED BY ANOTHER PARTY OR IN � ANY OTHER LOCATION. ANY CHANGES MADE TO THE PLANS NOT BY BARNES COY ARCHITECTS, P.C. OR WITHOUT WRITTEN CONSENT OF BARNES COY ARCHITECTS, P.C. IS IN VIOLATION . OF LAW AND STRICTLY PROHIBITED. I l CHECKED BY: E I I I _ _. _ _1LNG I . , I. B.O. MAIN �-- ISSUED J- 2 2 ISSUE FOR BID 2020.12.02 , 2.ISSUE FOR PERMIT 2020.07.15 J.1 .. I f I , I I I 1 s I 1 I P I . REVISION • f-a , I � VL No{ Description Date I I . I' 1 I- 1. I , I T.O. ROOF I I L 3 f 41 - 0" B.O. UPPER CLNG I 38' - 6" ;_ 1 I I I I VA TO.F.F. MAIN I 17 .6'E I I I I I I I I I I I BRIDGEHAMPTON: i 1936 MONTAUK HIGHWAY PO BOX 763 FIREPLACE AXON BRIDGEHAMPTON, NY T.O. F.F. UPPER LVL � ' PHONE: 631.537.3555 29' - 6, - FAX: 631 .537.0558 .FJi h I I i 3 � B.O. MAIN CLNG I I I A9.0 �T27, _ 6i, 11-B IF i ri I E C S" 6'-75/8" I ( I I 1/8" PER MANUFACTURER 1/8" 8 7/8" � ( I I I 1 S FRAMED INTERIOR PARTITION: 5/8" GYPSUM WALL BOARD ON WOOD 3 SIDED GAS FIREPLACE BY McDON N E LL STUD FRAMING i I I FLARE FIREPLACES DIRECT VENT; \;` i MODEL-RD-60-H RESIDENCE _ I d W SOUTHOLD, NY I I FIREPLAC VIEWING OPENING N '; PROVIDE CLEARANCES TO `., COMBUSTIBLE MATERIALS PER FIREPLACE DETAILS D MANUFACTURERS INSTRUCTIONS z `n Q BLACKENED STEEL PLATE _ _ _ _ _ _ _ _ _ _ J SURROUND T I T.O. F.F. MAIN LVL - . I ' I I 3 Q A9.0 T 3 ?- LO A9.0 T 00 n F.P. PLAN @ MAIN LEVEL T F.P. SECTION n F.P. ELEVATION N _ �t _ o UL 17A AEll N 3/4 - 1 -0 1 - 1 -0 J U LY 15 C rn a 4c er r �.., : 4.� • tTt STD„ �`�' ^ _ r w ,i ': r' og r r , A r 1. .y M ,.;:.. i try•�wY , n 1 r -r. rM+�i• . y . b ■ t d y .+,.h y,. 'iV!!{•.`F}}'v'rhr'f7'�S+,.i•.'�n,.w . 1 �� / p �: 4 a i:''� ,.,::h, - � `� V ! 6Ya$y,��5 �Nayypr�l��"',�,hn�tf�r�a��' ••� .. ..� �F !�• �,:f Kk ., ; 7 - ' � T d^..7 5 3�.: tki Ar�tw{�'��t ,hkir,, s -.rr ~w}` � �`r`'� a �•w t '. a rye�', 2t wilt, KA ._,.•d'x4`,`3 h:^ •`" .i .+4 .��+'"^M~°9• `krt: �". �`��,n ,w^..A-y �, >.+},:;v'h kw"F�`,X ,�,��P7 x '6,.t' �/R' a(.r w i 1..�` `y 3"W •�'. •r�;��r!' ,+• 1 •Y �y , , n r 1.. .p - r • yy , -4,� w .7a' hti� 'M 1�.. s /':+• y1+x'4r.+p,.,.,,,.. >L i 1 N a. , a � y�r Nit rk '�th+•r.� - , - 1 , y ^ 1 r GENERAL NOTES STANDARDS. 1. ALL WOOD CONSTRUCTION AND CONNECTIONS SHALL TAKE FROM PROTECTIVE STORAGE ONLY AS MANY PILES DRIVEN OUT OF LOCATION, OR OTHERWISE DAMAGED OTHER LENGTHS NECESSARY TO OBTAIN THE REQUIRED 1. THE GOVERNING CODE FOR THIS PROJECT IS THE NEW YORK CONFORM TO AITC"AMERICAN INSTITUTE OF TIMBER FASTENER COMPONENTS AS ARE ANTICIPATED TO BE BY THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED AT ULTIMATE PILE CAPACITY.JETTING,PREDRILLING OR SLABS ON GRADE " " "`' POLLA STATE BUILDING CODE,2020 EDITION.THIS CODE PRESCRIBES 10.CAD FILES OF STRUCTURAL DRAWINGS MAY BE USED AS AN CONSTRUCTION"MANUAL,AND THE"NATIONAL DESIGN INSTALLED DURING THE WORK SHIFT. FASTENER NO COST TO THE OWNER. OTHER METHODS TO FACILITATE PILE PENETRATION WHICH EDITION OF EACH REFERENCED STANDARD APPLIES TO AID IN PREPARING SHOP DRAWINGS ONLY UPON THE SPECIFICATIONS"FOR WOOD CONSTRUCTION,2018 EDITION, COMPONENTS THAT ARE NOT INCORPORATED INTO THE SHALL NOT BE USED UNLESS SPECIFICALLY PERMITTED (R "Q THIS PROJECT. CONTRACTOR SIGNING AN AGREEMENT. WHEN CAD FILES OR AND THE 2020 NEW YORK STATE BUILDING CODE. WORK SHALL BE RETURNED TO PROTECTIVE STORAGE AT 3. PILE CONTRACTOR TO PROVIDE PILE CAPACITY CALCULATIONS BY THE DESIGN ENGINEER. 1. FOR INTERIOR SLABS,PLACE 10 MIL POLYETHYLENE SHEETING CONSULTING ENGINEERS S COPIES OF THE STRUCTURAL DRAWINGS ARE MADE THE END OF THE WORK SHIFT. FASTENERS FROM OPEN PREPARED BY A LICENSED ENGINEER IN THE STATE OF NEW 3.1.2. PENETRATION PER BLOW MAY BE MEASURED EITHER BETWEEN SOIL AND BOTTOM OF SLAB.D NOT USE ANY 2. TO THE BEST OF OUR KNOWLEDGE,THE STRUCTURAL AVAILABLE,IT IS UNDER THE FOLLOWING CONDITIONS: 2. ALL MEMBER SIZES ARE TO BE AS SHOWN ON DRAWING AND CONTAINERS AND FASTENERS THAT ACCUMULATE RUST YORK,OR PROVIDE TEST PILE INFORMATION/DATA TO THE DURING INITIAL DRIVING OR DURING RE-DRIVING SHEETING BELOW EXTERIOR CONCRETE SLABS. - DOMINICK R. PILLA ASSOCIATES- DRAWINGS AND SPECIFICATIONS COMPLY WITH THE PROVIDE THE FOLLOWING MINIMUM PROPERTIES: OR DIRT SHALL NOT BE USED AND SHALL BE ARCHITECT/ENGINEER OF RECORD FOR REVIEW. FOLLOWING A SET PERIOD OF TIME AS DETERMINED BY APPLICABLE RE'sQUIREMENTS OF THE GOVERNING BUILDING A. ALL INFORMATION CONTAINED IN THE CAD FILES OR IMMEDIATELY AND PERMANENTLY REMOVED FROM THE THE DESIGN ENGINEER. 2. SLABS-ON-GRADE SHALL BE REINFORCED CONCRETE a 845.727.7793 19 212.224.9520 CODE. COPIES OF THE STRUCTURAL DRAWINGS ARE PROJECT SITE. 3.2. PRACTICAL REFUSAL WILL BE DETERMINED BY THE DESIGN STRUCTURAL SLAB AS NOTED ON PLANS. SLAB SHALL BE V 143 Main Street V 5 Columbus Circle,11th FI INSTRUMENTS OF SERVICE OF THE ARCHITECT/ENGINEER MEMBER SPECIES Fb(PSI) E 4. PILE CAPACITY(DESIGN LOAD)TO BE 20 TON. ENGINEER.,AND WILL BE A CONDITION WHERE THE BLOW FINISHED IN ACCORDANCE WITH ACI STANDARD 302AR FOR Nyack,NY,10960 New York,NY,10019 3. CONSTRUCTION IS TO COMPLY WITH THE REQUIREMENTS OF AND SHALL NOT BE USED FOR OTHER PROJECTS, (PSI) 15.USE A-307 BOLTS FOR ALL ERECTION BOLTS AND BOLTS LESS COUNT EXCEEDS EITHER TWO TIMES THE NUMBER OF BLOWS CLASS 2 FLOORS.TYPE 1I CEMENT AND I"COURSE AGGREGATE ® drpilla.com THE GOVERNING BUILDING CODE AND ALL OTHER APPLICABLE ADDITIONS TO THE PROJECT OR THE COMPLETION OF THE THAN 3/4"DIAMETER,U.O.N. 5. WHEN USING A TEST PILE-PILES SHOULD BE DRIVEN UNTIL REQUIRED IN 1 FOOT OR THREE TIMES THE THE NUMBER OF (SIZE NO.57)SHALL BE USED. FEDERAL,STATE,AND LOCAL CODES,STANDARDS, I PROJECT BY OTHERS. CAD FILES AND COPIES OF THE 2x JOISTS DOUGLAS FIR NO.2 850 THE NUMBER OF BLOWS REQUIRED TO DRIVE THE LAST INCH IS BLOWS REQUIRED IN 3 INCHES TO ACHIEVE THE REQUIRED REGULATIONS,AND LAWS. STRUCTURAL DRAWINGS REMAIN THE PROPERTY OF 1,400,000 THE SAME AS THAT OF THE TEST PILES THAT FURNISHED BEARING VALUE,NOT TO EXCEED 5 BLOWS PER INCH.PILES 3. FOLLOW RECOMMENDATIONS OF ACI 302.1R. DOMINICK R PILLA ASSOCIATES,PC.AND IN NO CASE OTHER DOUGLAS FIR NO.2 850 16.SETTING BASE AND BEARING PLATES: CLEAN CONCRETE AND INFORMATION FOR EVALUATING THE DESIGN LOAD. REACHING PRACTICAL REFUSAL SHALL NOT BE DRIVEN 4. THE STRUCTURAL DOCUMENTS ARE TO BE USED IN SHALL THEIR TRANSFER BE CONSIDERED A SALE; 1,400,000 MASONRY BEARING SURFACE OF BOND-REDUCING MATERIALS AND CLEAN BOTTOM OF BASE AND BEARING PLATE. FURTHER' 4. SEE THE ARCHITECTURAL DRAWINGS FOR SLAB ON GRADE CONJUNCTION'WITH THE ARCHITECTURAL DOCUMENTS. IF A LVL iLEVEL MICRO LAM OR 2,600 6. PILE DESIGN TO ACCOUNT FOR NEGATIVE SKIN FRICTION IF CONFLICT EXISTS,TTIE MORE STRINGENT GOVERNS. B. CAD FILES OR COPIES OF THE STRUCTURAL DRAWINGS ARE 1,900,000 APPLICABLE. DEPRESSIONS AND OTHER REQUIREMENTS. NOT CONTRACT DOCUMENTS. IN THE EVENT OF A A. SET BASE OR BEARING PLATE ON WEDGES OR OTHER PILE LOAD TESTS FOR PILES UNDER AXIAL COMPRESSION 5. SEE PROJECT SPECIFICATIONS FOR TESTING. SEE THE CONFLICT,THE STRUCTURAL DRAWINGS SHALL GOVERN; EQUIVALENT ADJUSTING DEVICES. LOAD: 7. PILE LOAD TEST PROCEDURE TO BE PREPARED BY A LICENSED WELDING STRUCTURAL SPECIAL INSPECTION PLAN FOR INSPECTION ENGINEER IN THE STATE OF NEW YORK. REQUIREMENTS. C. THE USE OF CAD FILES OR COPIES OF THE STRUCTURAL 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL B. TIGHTEN ANCHOR RODS AFTER STRUCTURAL STEEL 3.1. INSTALL TEST PILES AND REACTION PILES,OF THE SAME DRAWINGS SHALL NOT IN ANY WAY RELIEVE THE BE PRESSURE TREATED. FRAME HAS BEEN PLUMBED. DO NOT REMOVE WEDGES OR TYPE AND KIND AS PERMANENT PILES,IN THE LOCATIONS 1. ALL SHOP AND FIELD WELDING SHALL CONFORM TO THE AWS 6. DETAILS LABELED"TYPICAL"APPLY TO ALL SITUATIONS THAT CONTRACTOR'S RESPONSIBILITY FOR PROPER CHECKING SHIMS BUT,IF PROTRUDING,CUT OFF FLUSH WITH EDGE OF 8. THE LOAD TEST PROCEDURE,PILE SHOP DRAWINGS, INDICATED BY THE DESIGN ENGINEER.INSTALL TEST PILES D I A."STRUCTURAL WELDING CODE" ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY AND COORDINATION OF DIMENSIONS,DETAILS,SIZES AND 4. ALL BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO BASE OR BEARING PLATE PRIORTO PACKING WITH GROUT. FABRICATION AND INSTALLATION SHALL SATISFY MINIMUM VERTICALLY. REFERENCED,WHETHER OR NOT THEY ARE KEYED IN AT EACH QUANTITIES OF MATERIALS AS REQUIRED FOR THE ASTM A307. USE WASHERS BETWEEN WOOD AND ALL BOLT REQUIREMENTS AS SHOWN BELOW. 3.2. TEST PILES WHICH PASS THE LOAD TEST IN AN UNDAMAGED LOCATION. QUESTIONS REGARDING THE APPLICABILITY OF PREPARATION OF COMPLETE AND ACCURATE SHOP HEADS AND NUTS CONDITION,MAY BE UTILIZED AS PERMANENT PILES IN THE 2. WELDING ELECTRODES SHALL CONFORM TO E70XX. TYPICAL DETAILS SHALL BE RESOLVED BY THE ARCHITECT. DRAWINGS;AND C. PACK POUR NON-SHRINK GROUT SOLIDLY BETWEEN MINIMUM PILE REQUIREMENTS WORK.REACTION PILES WHICH WERE USED TO PERFORM THE BEARING SURFACE AND BASE OR BEARING PLATE. ENSURE PILE LOAD TEST MAY BE UTILIZED AS PERMANENT PILES IN 3. WHERE NECESSARY,REMOVE GALVANIZING OR PRIMER PRIOR SHALL BE MANUFACTURED BY SIMPSON STRONG TIE CO.,OR PROTECT GROUT AND ALLOW TO CURE. 1. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS OF PILE TYPES AS 7. OPENINGS SHOWN ON STRUCTURAL DRAWINGS ARE ONLY D. THE CONTRACTOR SHALL REVISE ALL REFERENCES TO 5. ALL METAL WOOD CONNECTORS SHALL BE GALVANIZED AND THAT VOIDS REMAIN. FINISH EXPOSED SURFACES, THE WORK,PROVIDED THEY ARE NOT DAMAGED AND THAT TO WELDING. PICTORIAL. SEE',THE ARCHITECTURAL AND M.E.P.DRAWINGS CONTRACT DOCUMENT SHEET NUMBERS AND SECTION APPROVED EQUAL. FOLLOWS THEY ARE NOT MOVED UPWARD. FOR THE SIZE AND LOCATION OF OPENINGS IN THE STRUCTURE. MARKS AND SHALL REMOVE INFORMATION THAT IS NOT D. FOR PROPRIETARY GROUT MATERIALS,COMPLY WITH 1.1. SHOW ANY STRUCTURAL CONNECTIONS SUCH AS FOR 3.3. EITHER EXTRACT DAMAGED TEST PILES AND REACTION 4. ALL WELDERS SHALL BE LICENSED AND CERTIFIED TO AWS REQUIRED FOR THEIR WORK FROM THE CAD FILES 6. ALL JOISTS SHALL BE LATERALLY SUPPORTED AT ENDS BY MANUFACTURER'S INSTRUCTIONS. UPLIFT LOADS PILES AND REMOVE FROM THE SITE, CUT THEM OFF 3 FEET STANDARDS OR THOSE REQUIRED BY APPLICABLE BUILDING 8. CONTRACTORS WHO DISCOVER DISCREPANCIES,OMISSIONS OR COPIES OF THE STRUCTURAL DRAWINGS,INCLUDINGG THE BELOW ANY STRUCTURE TO BE INSTALLED ABOVE. VARIATIONS IN THE CONTRACT DOCUMENTS DURING BIDDING TITLE BLOCK. SOLID BLOCKING. 3.4. COMPLY WITH ASTM D1143 FOR PILE LOAD TEST CODES. - SHALL IMMEDIATELY NOTIFY THE ARCHITECT.THE ARCHITECT F. BASE PLATES MUST BE GROUTED A MINIMUM OF 72 HOURS 2• PILE DRIVING SEQUENTIAL LAYOUT: APPARATUS,FOR APPLYING LOAD AND MEASURING WILL RESOLVE THE CONDITION AND ISSUE A WRITTEN E. DIMENSIONS IN THE CAD FILES MAY NOT BE PRECISE AND, 7. UNLESS NOTED OTHERWISE ON PLAN,PROVIDE DOUBLE STUDS PRIOR TO PLACING CONCRETE SLABS ON SUPPORTING 2.1. SUBMIT LAYOUT DRAWINGS SHOWING THE PROPOSED MOVEMENTS,AND FOR STANDARDS MEASURING 5. ALL WELD SHALL BE VISUALLY INSPECTED.ALL GROOVE CLARIFICATION. IN SOME CASES,HAVE BEEN INTENTIONALLY ALTERED AT ALL JAMBS OF OPENINGS UP TO 6-0". USE TRIPLE STUDS STEEL STRUCTURE. SEQUENCE OF DRIVING THE PILES. PROCEDURES.PERFORM LOADING PROCEDURES AS FOLLOWS: WELDS SHALL RECEIVE RADIOGRAPHIC OR ULTRASONIC FOR PRESENTATION PURPOSES. DO NOT SCALE FOR OPENINGS GREATER THAN 6-0"AND LESS THAN 10'-0". 2.2. ON THE SEQUENTIAL LAYOUT,SHOW EACH PILE 3.4.1. APPLY THE LOAD IN LOAD INCREMENTS OF 10-15%OF THE TESTING.MAGNETIC PARTICLE TEST 20 PERCENT OF ALL FILLE 9. THE GENERAL CONTRACTOR SHALL COORDINATE ALL DIMENSIONS ELECTRONICALLY OR OTHERWISE. 17.ALL STEEL BEAMS SUPPORTING CONCRETE FLOORS ON STEEL IDENTIFICATION AS INDICATED ON THE CONTRACT DESIGN LOAD TO THE MAXIMUM LOAD OF 300%OR WELDS. CONTRACT DOCUMENTS WITH FIELD CONDITIONS AND 8. WHERE BEAMS OR COLUMNS ARE FORMED OF TWO(2)OR DECK ARE TO BE CONSTRUCTED AS COMPOSITE WITH THE SLAB DRAWINGS,ITS DRIVING SEQUENCE NUMBER.,TYPE SIZE, FAILURE,WHICHEVER OCCURS FIRST.MAINTAIN EACH DIMENSIONS AMID PROJECT SHOP DRAWINGS PRIOR TO EXCAVATION,BACKFILL AND DEWATERING MORE MEMBERS,THEY SHALL BE FULL LENGTH AND AND SHALL BE CONSTRUCTED UNSHORED,U.O.N. BEAMS LOAD BEARING CAPACITY AND PILE TIP ELEVATION TEST LOAD FOR 2.5 MINUTES. CONSTRUCTION.DO NOT SCALE DRAWINGS;USE ONLY 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL FASTENED TOGETHER PER CHAPTER 23 OF THE NEW YORK INCLUDE CHANNELS, STEEL TUBES,WIDE FLANGE SECTIONS, PLANNED. 6. WELDING SHALL PROGRESS IN A MANNER THAT BALANCES PRINTED DIMENSIONS.REPORT ANY DISCREPANCIES IN EXCAVATION PROCEDURES INCLUDING LAGGING,SHORING, 3.4.2. MEASURE THE SETTLEMENT AND REBOUND OF THE TEST THE STRESSES IN THE MEMBER,IN ACCORDANCE WITH AWS. STATE BUILDING CODE. TRUSSES,ETC. WELD 3/4 DIAMETER HEADED STEEL STUDS TO PILE TO THE NEAREST 0.01 INCH. WRITING TO THE ARCHITECT PRIOR TO PROCEEDING WITH AND PROTECTION IT ADJACENT PROPERTY,WITH TTIE'iJRES, ALL COMPOSITE BEAMS.WHERE BASE MATERIAL IS THINNER 3. PILE DRIVING RECORD:MAINTAIN A PILE DRIVING RECORD 3.5. DO NOT SUBJECT REACTION PILES WHICH ARE TO BECOME WORK. DO NOT'CHANGE SIZE IN LOCATION OF STRUCTURAL STREETS AND UTILITIES IN ACCORDANCE WITH THE STRUCTURAL STEEL THAN 0.3",USE 5/8"DIAMETER STUDS. STUDS SHALL CONFORM DURING PILE DRIVING AND SUBMIT IT TO THE PROJECT 7. FOLLOW PREHEAT REQUIREMENTS FOR BASE METAL PER AWS MEMBERS WITHOUT WRITTEN INSTRUCTIONS FROM THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT AND PERMANENT PILES TO UPLIFT LOADS GREATER THAN TO AWS,D1.1. STUD LENGTH SHALL EXTEND 1 1/2"ABOVE TOP ENGINEER UPON COMPLETION OF PILE DRIVING.ON THE GUIDELINES. STRUCTURAL ENGINEER OF RECORD. OSHA REGULATIONS.DO NOT EXCAVATE WITHIN ONE FOOT OF 1. FABRICATE AND ERECT STRUCTURAL STEEL IN CONFORMANCE 70 PERCENT OF THE REQUIRED BEARING CAPACITY. THE ANGLE OF REPOSE OF ANY SOIL BEARING FOUNDATION FLUTE OF DECK.SPACE STUDS AT 12"O.C.FOR GIRDERS RECORD INDICATE FOR EACH PILE DRIVEN THE INFORMATION WITH SPECIFICATION SECTION 05120,RISC"SPECIFICATION FOR TEST REACTION PILES IN ACCORDANCE WITH ASTM D3689. THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL SUPPORTING BEAMS AND AT 24"O.C.FOR BEAMS SUPPORTING SPECIFIED IN C ABOVE AND THE FOLLOWING:TYPE AND 10.THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY,HIS UNLESS THE FOUNDATION IS PROPERLY PROTECTED AGAINST STEEL DECK ONLY,U.O.N.ON PLAN.WELD STUDS THROUGH RATING OF DRIVING EQUIPMENT,OVERALL BLOW COUNT PER 3.6. SAFE BEARING CAPACITY OF THE TEST PILE SHALL BE CONCRETE MASONRY(CMU) OWN WORK AND THE PUBLIC FROM HARM. THE CONTRACTOR SETTLEMENT. STEEL FOR BUILDINGS",WITH COMMENTARY,AND ALL OSHA DEFINED AS 50/o OF THE FAILURE LOAD.THE FAILURE LOAD IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND REQUIREMENTS. DECK.ENGINEER EDIT. FOOT,NUMBER OF BLOWS PER INCH PENETRATION FOR THE SHALL BE DEFINED AS THE LOAD THAT PRODUCES A LAST 12 INCHES AND ANY UNUSUAL CONDITIONS I. ALL CONCRETE MASONRY UNITS SHALL BE HOLLOW LOAD METHODS,AND JOBSITE SAFETY INCLUDING ALL OSHA 2. DO NOT BACKFILL AGAINST WALLS UNTIL 7 DAYS AFTER THE ENCOUNTERED DURING DRIVING. MOVEMENT OF THE PILE BUTT(Sf)EQUAL TO: REVISIONS: REQUIREMENTS. WALLS ARE BRACED BY THE STRUCTURE OR ARE 2. STRUCTURAL STEEL SHAPES SHALL BE FABRICATED FROM THE 18.CUT,DRILL,OR PUNCH HOLES PERPENDICULAR TO METAL Sf=5+(0.15+0.008D) BEARING UNITS CONFORMING TO ASTM C90(8"X16"NOMINAL TEMPORARILY BRACED. DO NOT BACKFILL CANTILEVERED FOLLOWING MATERIALS: SURFACES. REAM HOLES THAT MUST BE ENLARGED TO ADMIT WHERE: SIZE)WITH MINIMUM COMPRESSIVE STRENGTH OF UNITS= 1900 7_7 DATE DESCRIPTION 11.THE STRUCTURE IS DESIGNED TO BE STRUCTURALLY SOUND RETAINING WALLS UNTIL CONCRETE IS 3 DAYS OLD. DO NOT BOLTS AS PERMITTED BY ARCHITECT. DO NOT ENLARGE EQUIPMENT REVIEW AND DRAWINGS: PSI ON NET AREA,WITH ASSUMED DESIGN COMPRESSIVE WHEN COMPLETED. PRIOR TO COMPLETION,THE CONTRACTOR BACKFILL UNTIL AFTER COMPLETION AND INSPECTION OF ANY UNFAIR HOLES BY BURNING OR USING DRIFT PINS. 3.1. SUBMIT COMPLETE LIST OF THE EQUIPMENT PROPOSED FOR Sf=SETTLEMENT AT FAILURE IN INCHES STRENGTH OF F'M = 1,500 PSI.UNITS MAY BE FABRICATED IS RESPONSIBLE FOR STABILITY AND TEMPORARY BRACING, WATERPROOFING. A. ROLLED W AND WT SHAPES:ASTM A992,GRADE 50. USE,INCLUDING A DESCRIPTION OF THE CHARACTERISTICS D=PILE DIAMETER OR WIDTH IN INCHES EITHER WITH NORMAL WEIGHT AGGREGATE(C33)OR INCLUDING,BUT NOT LIMITED TO,MASONRY WALLS. 19.SPACE FILLER BEAMS EQUALLY BETWEEN SUPPORTS,U.O.N. OF EACH PIECE OF DRIVING EQUIPMENT. S=ELASTIC DEFORMATION OF TOTAL UNSUPPORTED PILE LIGHTWEIGHT AGGREGATE(C331). WHEREVER THE CONTRACTOR IS UNSURE OF THESE 3. THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL B. ROLLED M,S,C AND MC SHAPES AND ANGLES:ASTM A36, 3.2. THE PROJECT ENGINEER WILL REVIEW THE THE PROPOSED LENGTH IN INCHES REQUIREMENTS,THE CONTRACTOR SHALL RETAIN A NEW ACCUMULATED WATER IN A MANNER THAT DOES NOT FY=36 KSI 20.DO NOT SPLICE STRUCTURAL STEEL MEMBERS EXCEPT WHERE DRIVING EQUIPMENT,ACCESSORIES,AND METHODS OF 3.7. THE DESIGN ENGINEER MAY REQUIRE ADDITIONAL LOAD 2 ALL UNITS SHALL BE PLACED IN RUNNING BOND. YORK STATE LICENSED ENGINEER TO DESIGN AND INSPECT INCONVENIENCE OR DAMAGE THE WORK. INDICATED ON THE DRAWINGS. ADEQUACY FOR THE CONDITIONS EXPECTED TO BE TESTS IN THE EVENT THAT THE BEHAVIOR OF THE TEST PILE THE TEMPORARY BRACING AND STABILITY OF THE C. PLATES AND BARS:ASTM A36,FY=36 KSI. ENCOUNTERED.HOWEVER,THE ADEQUACY OF THE OR ANY OTHER PILE SHOWS ANY PECULIARITY,ERRATIC STRUCTURE. 4. THE CONTRACTOR SHALL PROVIDE ALL MEASURES AND EQUIPMENT AND ACCESSORIES SHALL REMAIN THE ACTION,OR OTHERWISE CAUSES SUSPICION AS TO THE 3. USE TYPE S MORTAR,EXCEPT USE TYPE M MORTAR BELOW IS PRECAUTIONS NECESSARY TO PREVENT DAMAGE AND D. COLD-FORMED HOLLOW STRUCTURAL SECTIONS(HSS): 21.M ARCHITECTURAL AND MECHANICAL DRAWINGS FOR RESPONSIBILITY OF THE CONTRACTOR.SHOULD THE RELIABILITY OF THE SAFE BEARING CAPACITY. GRADE. MORTAR SHALL CONFORM TO ASTM C270.WEBS ARE 12. DESIGN WIND LOADS SETTLEMENT(HORIZONTAL AND VERTICAL)OF EXISTING OR MISCELLANEOUS STEEL NOT SHOWN ON THE STRUCTURAL EQUIPMENT USED BY THE CONTRACTOR PROVE INADEQUATE 3.8. IMMEDIATELY FOLLOWING COMPLETION OF LOAD TESTING, TO BE FULLY MORTARED IN ALL COURSES OF PIERS,COLUMNS NEW CONSTRUCTION,INSIDE OR OUTSIDE THE PROJECT 3. ROUND SECTIONS:ASTM GRADE C, TM KSI. DRAWINGS. TO DRIVE THE SCHEDULED TYPES OF PILES IN THE LOCATIONS SUBMIT TWO COPIES OF THE TEST REPORT FOR EACH TEST AND PILASTERS,IN THE STARTING COURSE,AND WHERE AN BASIC WIND SPEED V= 127 MPH LIMITS.D 4. SQUARE AND RECTANGULLARAR SECTIONS:ASTM A500,GRADE B, INDICATED,OR SHOULD THE USE RATE OF ACCESSORIES PILE TO THE PROJECT MANAGER.INCLUDE IN THE TEST ADJACENT CELL IS TO BE GROUTED. REMOVE MORTAR BUILDING CATEGORY II FY=46 KSI. 22.REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SHOW DAMAGE TO THE PILES,OR SHOULD THE PROGRESS REPORT THE DATA REQUIRED BY ASTM D1143. PROTRUSIONS EXTENDING 1/2"OR MORE INTO CELLS TO BE IMPORTANCE FACTOR I = 1 5. THE CONTRACTOR SHALL PROVIDE ALL MEASURES SPECIFICATIONS FOR PAINTING AND FIREPROOFING OF SCHEDULE NOT BE MAINTAINED,THE CONTRACTOR SHALL 3.9. FOLLOWING THE COMPLETION OF LOAD TESTS,THE DESIGN GROUTED. . DIRECTIONALITY FACTOR Ka = 0.85 NECESSARY TO CONTROL ICE,FROST, SURFACE AND E. STEEL PIPE:ASTM A53,TYPE E OR S,GRADE B,FY=35 KSI. STRUCTURAL STEEL.DO NOT PAINT STEEL SURFACES IN REPLACE,OR USE DIFFERENT TYPES OF EQUIPMENT. ENGINEER WILL MAKE A DETERMINATION OF THE REQUIRED EXPOSURE C SUBSURFACE WATER SO THAT THE FOUNDATION WORK IS CONTACT WITH CONCRETE OR FIREPROOFING. 3.3. SUBMIT SHOP DRAWINGS OF DRIVING ACCESSORIES PENETRATION. 4. USE TRUSS TYPE,9 GAUGE ASTM A82 HOT DIP GALVANIZED INTERNAL PRESSURE COEFFICIENT GCp +/-0.18 PERFORMED ON DRY SUBGRADE. 5. ALL SHOP AND FIELD WELDING SHALL CONFORM TO THE AWS SHOWING COMPATIBILITY WITH THE SIZE CONFIGURATION, WIRE HORIZONTAL JOINT REINFORCING IN EVERY OTHER - MEAN ROOF HEIGHT +/-30 FT D 1.1 STRUCTURAL WELDING CODE BY THE AMERICAN EXPANSION ANCHORS HANDLING,AND DRIVING REQUIREMENTS OF EACH TYPE OF 4. INSTALLATION OF PILES : COURSE AND AT THE FIRST AND SECOND BED JOINTS ABOVE 6. NEW EXCAVATION SHALL NOT UNDERMINE NOR DISTURB ANY WELDING SOCIETY. USE E70 SERIES WELDING ELECTRODES, I. U.O.N.USE WEDGE-TYPE EXPANSION ANCHORS SUCH AS THE PILE INDICATED ON THE CONTRACT DRAWINGS. 4.1. GENERAL:PROVIDE PILES OF THE TYPE INDICATED AND OF AND BELOW WALL OPENINGS.USE PREFABRICATED CORNERS SHOP DRAWINGS AND OTHER SUBMITTALS EXISTING ADJACENT FOOTINGS. NEW FOOTINGS SHALL BE U.O.N.WHERE NECESSARY,REMOVE GALVANIZING OR PRIMER HILTI KWIK BOLT III,ITW RAMSET RED HEAD TRUBOLT WEDGE, 3.4. SUBMIT SHOP DRAWINGS SHOWING THE METHODS AND THE LENGTH AND CONFIGURATION NECESSARY TO: AND TEES. 1. INCOMPLETE SUBMITTALS WILL EE RETURNED WITHOUT SUPPORTED IN A MANNER TO MAINTAIN AN EXCAVATION PRIOR TO WELDING. POWERS POWER-STUD,SIMPSON STRONG-TIE WEDGE-ALL OR EQUIPMENT PROPOSED FOR LOADING TEST PILES. 4.1.1. ACHIEVE THE REQUIRED PENETRATION DETERMINED BY REVIEW. SLOPE BETWEEN THE BOTTOM OF FOOTING AND EXCAVATION ACCEPTED EQUIVALENT.FOLLOW MANUFACTURER'S 3.5. SUBMIT DATA ON ROUND TIMBER PILE TREATMENT DATA, THE DESIGN ENGINEER OF ONE(1)VERTICAL TO TWO(2) HORIZONTAL. 6. A325 AND A490 BOLTS SHALL COMPLY WITH"SPECIFICATION SPECIFICATIONS FOR USE AND INSTALLATION. INCLUDING CERTIFICATION BY TREATING PLANT STATING 5. USE FINE GROUT CONFORMING TO AST M C476 WITH A 2. SUBMIT SPECIFIC COMPONENTS,SUCH AS COLUMNS,FOOTINGS, FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", TYPE OF PRESERVATIVE SOLUTION AND PRESSURE PROCESS 4.1.2. EXTEND INTO THE PILE CAP OR STRUCTURE FOOTING TO MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI IN 28 DAYS. ETC.,IN A SINGLE PACKAGE. SUBMIT SIMILAR FLOORS . THE LOCATION DIRECTED BY THE DESIGN ENGINEER; AGGREGATE TO CONFORM TO ASTM C404 FOR FINE GROUT, TOGETHER. REINFORCED CONCRETE INCLUDING COMMENTARY. 2 CONFIRM THE ABSENCE OF REINFORCING STEEL BY DRILLING USED,NET AMOUNT OF PRESERVATIVE RETAINED,AND AND 1. COMPLY WITH ACI ET AND 318 A 1/4"DIAMETER PILOT HOLE FOR EACH ANCHOR.DO NOT CUT COMPLIANCE WITH APPLICABLE STANDARDS. WITH SLUMP OF 8"TO 11". GROUT ALL MASONRY CONTAINING A. TYPICAL BOLTS USED IN STRUCTURAL CONNECTIONS FOR REINFORCING STEEL WITHOUT APPROVAL OF THE 4.1.3. ATTAIN INDICATED BEARING CAPACITY. REINFORCING,ALL CELLS OF 4 HOUR RATED WALLS,AND 3. ON FIRST SUBMITTAL,CLEARLY FLAG AND CLOUD ALL 4.2. PENETRATION AND BEARING:INSTALL PILES TO THE WHERE INDICATED ON THE DRAWINGS. ALLOW MORTAR TO STRUCTURAL ENGINEER. REQUIRED PENETRATION,OR TO THE REQUIRED CURE 24 HOURS PRIOR TO GROUTING. PROVIDE CLEANOUT DIFFERENCES FROM THE CONTRACT DOCUMENTS. ON 2. PROVIDE STRUCTURAL CONCRETE WITH A MINIMUM THIS PROJECT ARE 4"DIAMETER A325N. TIMBER PILES TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, RESUBMITTALS BEARING ,FLAG AND CLOUD ALL CHANGES AND ULTIMATE COMPRESSIVE DESIGN STRENGTH OF 4000 PSI IN 28 3.1. ROUND TIMBER PILES:PILES SHALL BE DOUGLAS FIR AND THE PLANS AND SPECIFICATIONS COMPLY WITH THE ,AS INDICATED,EXCEPT AS SPECIFIED IN ARTICLE OPENINGS AT THE BASE OF CELLS CONTAINING REINFORCING APPLICABLE MINIMUM BUILDING CODES. ADDITIONS TO:PREVIOUS SUBMITTAL;ONLY CLOUDED ITEMS DAYS B. TIGHTEN BEARING-TYPE BOLTS(A-325N,A-325X,A-490N, 3. PROVIDE ANCHOR EMBEDMENT,SPACING AND EDGE DISTANCE SHALL CONFORM TO ASTM D 25,UNUSED,CLEAN PEELED, 3.04,C AND D.JETTING WILL NOT BE PERMITTED UNLESS STEEL TO CLEAN THE CELL AND TO TIE THE VERTICAL BAR TO THE ENTIRE CONTENTS OF DOCUMENT,INCLUDING WILL BE REVIEWED. AND A-490X)TO THE SNUG TIGHT CONDITION AS FOLLOWS: AS SHOWN ON THE DRAWINGS. UNIFORMLY TAPERED,ONE PIECE FROM BUTT TO TIP. [NOTE SPECIFICALLY APPROVED BY THE DESIGN ENGINEER FOR THE DOWEL. IN HIGH-LIFT GROUTING,USE MAXIMUM 5'-0" SKETCHES,PLANS.STUDIES, I RAWI GS,SCHEDULES,ANDL D 3. USE NORMAL WEIGHT CONCRETE FOR ALL STRUCTURAL TO SPECIFIERS-SIZE: SPECIFY BUTT OR TIP DIAMETERS FROM THE LOCATION LIFTS WITH 1/2 HOUR TO I HOUR BETWEEN LIFTS. SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND 4. SUBMITTALS FOR SPECIAL STRUCTURAL,LOAD-CARRYING MEMBERS.U.O.N. CHEMICAL ADHESIVE FOR ANCHORING REINFORCING BARS, TABLE 3-3 THROU 3-9.1 SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF 7. BOLTS SHALL BE PLACED IN ALL HOLES,WITH WASHERS 4.3. PREDRILLED HOLES: DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND ITEMS THAT ARE REQUIRED BY CODES OR STANDARDS TO POSITIONED AS REQUIRED AND NUTS THREADED TO COMPLETETHREADED BARS AND ANCHOR BOLTS 3.2. PRESSURE TREATMENT SHALL BE IN ACCORDANCE WITH THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR RESIST FORCES MUST BE PREPARED BY,OR UNDER THE DIRECT 4. PROVIDE ASTM A-615 GRADE 60 REINFORCING STEEL. THE ASSEMBLY. 1. U.O.N.USE AN EPDXY,ACRYLIC OR POLYESTER RESIN THE FOLLOWING USE CATEGORY STANDARDS: 4.3.1. WHEN NECESSARY TO ACHIEVE THE REQUIRED 6. THE USE OF MASONRY CEMENT IS PROHIBITED.NO REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER SUPERVISION OF,A DELEGATED ENGINEER. EXAMPLES REINFORCING SHALL BE ACCURATELY PLACED,RIGIDLY PENETRATION,DRILL HOLES OF DIAMETER NOT GREATER AIR-ENTRAINING ADMIXTURES OR ANTIFREEZE COMPOUNDS, MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF ADHESIVE SYSTEM SUCH AS THE HILTI HIT HY150,ITW 3.2.1. FOUNDATION PILES.AWPA C3. THAN 90 PERCENT OF THE AVERAGE CROSS-SECTIONAL DOMINICK R.PILLA ASSOCIATES,P.C. INCLUDE POST-TENSIONING SYSTEMS,STRUCTURAL LIGHT SUPPORTED AND FIRMLY TIED IN PLACE,WITH APPROPRIATE 8. COMPACTING THE JOINT TO T'I�SNUG-TIGHT CONDITION SUCH AS CALCIUM CHLORIDE,SHALL BE ADDED TO THE SHALL PROGRESS SYSTEMATICALLY FROM TTIE MOST RIGID RAMSET/RED HEAD EPCON A7 OR C6 INJECTION SYSTEM, 3.2.2. FIELD-APPLIE WOOD PRESERVATIVE:TREAT FIELD CUTS, DIMENSION OF THE PILE AT THE DEPTH BEING DRILLED, MORTAR. PROJECT: GAGE STEEL FRAMING,EXTERIOR ENCLOSURE SYSTEMS AND BAR SUPPORTS AND SPACERS. LAP CONTINUOUS REINFORCING PART OF THE JOINT. POWERS POWER-FAST+SYSTEM,SIMPSON STRONG-TIE AT OR HOLES AND OTHER PENETRATIONS IN ACCORDANCE AND DRIVE THE PILE THEREIN TO PRACTICAL REFUSAL. SHORING AND RESHORING, STAIRS,RAILINGS,ETC. STEEL AT ID PAN(U.O.N.). ISCONTINUO S AR DIA. LAP BOTTOM STEEL OVER SUPPORTS ENDOS OF 9. THE SNUG-TIGHTENED CONDITION IS THE TIGHTNESS THAT IS ET,ALLIED FASTENER ALLIED+,OR ACCEPTED EQUIVALENT. WITH AWPA M4. 4.4. PILE DRIVING: M C D O N N E LL RESIDENCE 5. A DELEGATED ENGINEER IS DEFINED AS A NEW YORK ALL TOP BARS AND ALL BARS IN WALLS,U.O.N.PROVIDE ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OR FOLLOW MANUFACTURER'S SPECIFICATIONS FOR USE AND 4.4.1. COMPLETE BACKFILL TO THE REQUIRED ELEVATIONS IN 7. ALL WALLS AND PILASTERS SUPPORTING STEEL, SHALL BE LICENSED ENGINEER WHO SPECIALIZES IN AND UNDERTAKES COVER OVER REINFORCING AS FOLLOWS: THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY INSTALLATION. EXECUTION GROUTED SOLID FOR FOUR COURSES IN DEPTH FOR A WIDTH O 8100 HORTONS LANE THE AREA WHICH PILES ARE TO OCCUPY BEFORE THE DESIGN OF STRUCTURAL COMPONENTS OR STRUCTURAL SPUD WRENCH. 3.1. PILE TYPES: STARTING TO DRIVE PILES. 32 souTHOLD,NY SYSTEMS INCLUDED IN A SPECIFIC SUBMITTAL PREPARED FOR ELEMENT BOTTOM TOP SIDES 10.MORE THAN ONE CYCLE THROUGH THE BOLT PATTERN MAY BE2. CONFIRM THE ABSENCE OF REINFORCING STEEL BY DRILLING 3.1.1. PILES SHALL BE END-BEARING TYPE OR FRICTION TYPE 4.4.2. DO NOT DRIVE PILES WITHIN 20 FEET OF CONCRETE LESS THIS PROJECT AND IS AN EMPLOYEE OR OFFICER OF,OR FOOTINGS 3" 2" 3" REQUIRED TO ACHIEVE THE SNUG-TIGHTENED JOINT. A 1/4"DIAMETER PILOT HOLE FOR EACH ANCHOR. DO NOT CUT AS INDICATED.DRIVE END-BEARING PILES TO THE THAN SEVEN DAYS OLD. REINFORCING STEEL WITHOUT APPROVAL OF THE 8. WHERE ANCHOR BOLTS,WEDGE ANCHORS OR ANCHORS SET IN GENERAL NOTES CONSULTANT TO,THE CONTRACTOR OR FABRICATOR SLABS ON GRADE 2" 1" 2" REQUIRED BEARING VALUE.THE BEARING VALUE FOR 4.4.3. DRIVE PILES AT INTERIOR OF BASES OF FOOTING BEFORE EPDXY ARE SET IN A MASONRY WALL,FILL CELLS WITH GROUT RESPONSIBLE FOR THE SUBMITTAL. THE DELEGATED WALLS RETAINING FILL - - 2" C. TIGHTEN SLIP-CRITICAL BOLTS(A-325SC AND A-490SC)TO STRUCTURAL ENGINEER. EACH PILE SHALL BE AS DETERMINED IN ARTICLE XXX. DRIVING PERIMETER PILES. FOR BOLTED COURSE,ONE COURSE ABOVE AND TWO COURSES ENGINEER SHALL SIGN,SEAL AND DATE THE SUBMITTAL, WALLS ABOVE GRADE - - 1" THE MINIMUM FASTENER TENSION INDICATED IN TABLE 8.1 DRIVE FRICTION PILES TO THE REQUIRED PENETRATION, 4.4.4. IF NECESSARY,PROVIDE ADEQUATE LATERAL SUPPORT BELOW. INCLUDING CALCULATIONS AND DRAWINGS. OF THE"SPECIFICATION FOR STRUCTURAL JOINTS USING 3. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS AS INDICATED ON PLANS. FOR INSTALLED INDIVIDUAL PILES TO PREVENT 5. WHERE SPECIFIED,PROVIDE PLAIN,COLD-DRAWN ASTM A-325 OR ASTM A-490 BOLTS"AS FOLLOWS: FOR APPROPRIATE DRILL SIZE. THOROUGHLY CLEAN HOLE 3.1.2. 1 EXCESSIVE TEMPORARY FLEXURAL STRESSES OR SEAL AND SIGNATURE: 6. THE TRADE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ELECTRICALLY-WELDED WIRE REINFORCEMENT CONFORMING INCLUDING REMOVAL OF DUST PRIOR TO FILLING WITH EPDXY, 3.2. DETERMINATION OF LENGTH: MOVEMENT OF THE PILE TOP OUT OF TOLERANCE. 9. USE ASTM A-615 GRADE 60 REINFORCING STEEL. ' AND CORRELATING DIMENSIONS AT THE JOB SITES,FOR TO ASTM A-185. SUPPLY IN FLAT SHEETS ONLY. LAP SPLICE 11.BEGIN FINAL TIGHTENING OF SLIP-CRITICAL BOLTS ONLY 3.2.1. PROVIDE PILES OF SUCH LENGTH AS REQUIRED TO 4.4.5. MAINTAIN THE HAMMER COAXIAL WITH THE PILE Of N E IV TOLERANCES,CLEARANCES,QUANTITIES,FABRICATION ONE CROSS WIRE SPACING PLUS TWO INCHES. AFTER A SNUG-TIGHT JOINT AS DESCRIBED ABOVE IS 4. PROVIDE ANCHOR EMBEDMENT,SPACING AND EDGE DISTANCE DEVELOP THE SPECIFIED BEARING VALUE,TO OBTAIN DURING THE DRIVING OPERATION BY USING A 10.DO NOT BACKFILL AGAINST FOUNDATION WALL UNTIL �� RICHA r0 PROCESSES AND TECHNIQUES OF CONSTRUCTION, ACHIEVED. PROGRESS SYSTEMATICALLY FROM THE MOST AS SHOWN ON THE DRAWINGS. THE SPECIFIED PENETRATION AND TO EXTEND INTO THE COMBINATION OF DRIVING CAPS AND LEADS. MORTAR HAS ATTAINED MAXIMUM STRENGTH. �.�" COORDINATION OF THE WORK WITH OTHER TRADES AND FULL RIGID PART OF THE JOINT. CAP OR FOOTING BLOCK AS INDICATED. 4.4.6. INVESTIGATE ANY SUDDEN DECREASE IN DRIVING o�� COMPLIANCE WITH THE CONTRACT DOCUMENTS. 6. UTILITIES SHALL NOT PENETRATE BEAMS OR COLUMNS BUT 12.IF SPLINED END OF TENSION-CONTROL BOLTS IS SEVERED 5. THREADED RODS ARE A-36 GALVANIZED STEEL,U.O.N. 3.2.2. ASSUME RESPONSIBILITY FOR FURNISHING PILES OF RESISTANCE FOR POSSIBLE BREAKAGE OF THE PILE.IF � MAY PASS THROUGH SLABS AND WALLS INDIVIDUALLY,UON. PRIOR TO ACHIEVING SNUG-TIGHT JOINT REMOVE AND SUFFICIENT LENGTH TO OBTAIN THE PENETRATION AND SUDDEN DECREASE IN DIVING RESISTANCE CANNOT BE 11.ALL MASONRY WALLS SHALL RESIST ADEQUATELY BRACED 7. THE GENERAL CONTRA SUBMITTALS A CONTRACTOR/CONSTRUCTION MANAGER SHALL FOR OPENINGS 24"LONG OR LESS,CUT REINFORCING AND REPLACE THE FASTENER ASSEMBLY. BEARING VALUE INDICATED. CORRELATED TO BORING DATA OR SOME INCIDENT IN DURING CONSTRUCTION TO RESIST WIND LOADS OF 25 PSI. �y q REVIEW AND APPROVE SUBMITTALS AND SHALL SIGN AND POWDER ACTUATED FASTENERS �► a• REPLACE ALONGSIDE OPENING WITH SPLICE BARS OF THE DRIVING AND IF THE PILE CANNOT BE INSPECTED �' 074213 k DATE EACH DRAWING PRIOR TO SUBMITTING TO THE 13.PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF 1. U.O.N.USE POWDER ACTUATED FASTENING SYSTEMS SUCH AS �' ti EQUIVALENT AREA WITH 48 BAR DIA.LAP.PREPARE AND SUCH DECREASE IN DRIVING RESISTANCE MAY BE CAUSE �4' ARCHITECT. THIS APPROVAL IS TO CONFIRM THAT THE T�JOINT. THOSE MANUFACTURED BY HII,TI ITW RAMSET/RED HEAD TEST PILES aFE�sIIi4� SUBMIT SHOP DRAWINGS FOR OPENINGS LONGER THAN 24". FOR REJECTION OF THE PILE. " SUBMITTAL IS COMPLETE,COMPLIES WITH THE SUBMITTAL FOR RECTANGULAR OPENINGS 12"LONG OR LONGER,ADD 1#5 X14.DETERMINE TENSION USING EITHER LOAD INDICATOR POWERS,OR AN ACCEPTED ALTERNATE HAVING ICC-ES OR 3.1. THE CONTRACT DRAWINGS INDICATE THE REQUIRED TYPE REQUIREMENTS AND IS COORDINATED WITH FIELD WASHERS OR TENSION-CONTROL BOLTS. NEW YORK STATE PRODUCT CONTROL APPROVAL. INSTALL IN OF PILING THE REQUIRED BEARING VALUE THE MINIMUM 4.4.7. RE-DRIVE ANY PILE WHICH IS RAISED DURING DRIVING LIST OF DRAWINGS 6'MID DEPTH DIAGONAL AT ALL 4 CORNERS. OF ADJACENT PILES,TO THE ORIGINAL TIP ELEVATION. - DIMENSIONS,OTHER TRADES,ERECTION SEQUENCING AND ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. PENETRATION,AND THE ESTIMATED PILE TIP ELEVATION. S-001 - STRUCTURAL NOTES DOMINICK R. PILLA, P.E., R.A. CONSTRUCTIBI;LIT'Y. AT THE CONTRACTOR'S OPTION,SLIP-CRITICAL BOLTS MAY PROVIDE A MINIMUM OF TWO FASTENERS PER CONNECTION. ESTIMATED TIP ELEVATIONS ARE APPROXIMATE,BASED 4.4.8. CUT OFF PILES AT TOP ELEVATION DIRECTED BY THE NY P.E.074213-1 NY R.A.027028-1 7. WHERE REINFORCING STEEL CONGESTION PERMITS,CONDUIT BE INSTALLED IN EITHER STANDARD,OVERSIZE,OR SHORT UPON SUBSURFACE EXPLORATIONS,AND ARE GIVEN ONLY TO DESIGN ENGINEER.REPLACE OR REPAIR PILES WHICH ARE S-100- FOUNDATION&PILE PLAN AND PIPES UP TO 1"DIAMETER MAY BE EMBEDDED IN SLOTTED HOLES.DESIGN OF CONNECTIONS USING SLIP 2. PROVIDE A MINIMUM PENETRATION IN ACCORDANCE WITH S-101 - GROUND LEVEL PLAN ISSUE: FOR PERMIT 8. THE STRUCTURAL ENGINEER REVIEWS SUBMITTALS TO SHOW THE BASIS FOR THE ESTIMATED QUANTITIES DAMAGED WHEN CUT OFF. CONFIRM THAT'THE SUBMITTAL IS IN GENERAL CONCRETE PER ACI 318,SECTION 6.3. SPACE AT 3 DIAMETERS INDICATED IN THE BID SCHEDULE AND TO INDICATE THE 4.5. INSTALLATION TOLERANCES: O.C. PLACE BETWEEN OUTER LAYERS OF REINFORCING. IF CRITICAL BOLTS IS BASED ON A CLASS A FAYING SURFACE MANUFACTURER'S SPECIFICATIONS BUT NOT LESS THAN 1-1/8" S-102- MAIN LEVEL FRAMING PLAN DATE: O7/21/2021 AND OVERSIZED HOLES. REQUIRED LENGTHS OF TEST PILES. Id S-103- UPPER LEVEL FRAMING PLAN CONFORMANCE WITH THE DESIGN CONCEPT PRESENTED IN THE IN CONCRETE U.O.N. 4.5.1. DEVIATION FROM PLUMB AND ANGLE OF BATTER: INCH CONDUITS ARE SIGNIFICANTLY CONGESTED ADDITIONAL PROJECT NO.: 20-045 CONTRACT DOCUMENTS. QUANTITIES AND DIMENSIONS ARE � 3.2. ORDER AND DRIVE THE TEST PILES. SAFE BEARING PER FOOT OF PILE LENGTH,BUT NOT MORE THAN 6 S-104- ROOF FRAMING PLAN REINFORCING PERPENDICULAR TO PIPING MAY BE REQUIRED. NOT CHECKED. NOTATIONS ON SUBMITTALS DO NOT D. PROVIDE HARDENED WASHERS CONFORMING TO ASTM 3. PROVIDE A MINIMUM ANCHOR SPACING AND EDGE DISTANCE CAPACITIES OF T'I�TEST PILES WILL BE DETERMINED BY INCHES OVERALL. DRAWN/CHK BY: PH/MK/DRP REQUESTS TO EMBED LARGER PIPES SHOULD BE AUTHORIZE CHANGES TO THE CONTRACT SUM. CHECKING OF METHODS HEREIN SPECIFIED. 5-200- CONCRETE DETAILS THE SUBMITTAL BY THE STRUCTURAL ENGINEER SHALL NOT ACCOMPANIED BY A DETAILED DESCRIPTION AND BE F436 AND PLACE UNDER THE PART BEING TURNED. OF 3"IN CONCRETE AND A MINIMUM ANCHOR SPACING OF 1" 4.5.2. DEVIATION FROM LOCATION OF PILE TOP:6 INCHES SCALE: AS NOTED 3.3. FROM THE TEST PILE DATA AND BEHAVIOR AND THE RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR SUBMITTED TO THE ARCHITECT FOR EVALUATION. AND EDGE DISTANCE OF 1/2"IN STEEL. 4.6. PILES NOT MEETING ASTM D25 REQUIREMENTS WILL BE S-400- STEEL DETAILS DWG NO.: E. DO NOT REUSE OR RETIGHTEN BOLTS WHICH HAVE BEEN SUBSURFACE EXPLORATION DATA,THE DESIGN ENGINEER REJECTED.REMOVE SUCH PILES FROM THE SITE AND 5-500- FRAMING DETAILS DEVIATIONS FROM THE CONTRACT DOCUMENTS AND FROM WILL DETERMINE THE PENETRATION THE PENETRATION ERRORS OR OMISSIONS IN THE SUBMITTAL. 8. PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH ACI FULLY TIGHTENED. USE ONLY NON-GALVANIZED NUTS DEEP FOUNDATIONS REQUIRED.THE DESIGN ENGINEER MAY ALSO DETERMINE REPLACE WITH SOUND PILES.PILES BROKEN UNDER DRIVING 318,SECTION 6.4.PROVIDE KEYWAYS AND ADEQUATE DOWELS. AND BOLTS THAT ARE CLEAN,RUST-FREE,AND WELL STRESSES MAYBE CUT OFF AND LEFT C PLACE IF APPROVED O 0 . O 0 9. IN ADDITION TO THE ABOVE,THE STRUCTURAL ENGINEER'S SUBMIT DRAWINGS SHOWING LOCATION OF CONSTRUCTION LUBRICATED. BOLTS AND NUTS SHALL BE WAX DIPPED BY THE REQUIRED PENETRATION BASED UPON SETTLEMENT THEY THE DESIGN ENGINEER FOR THE LOCATION.OTHERWISE THE BOLT SUPPLIER OR LUBRICATED WITH JOHNSON'S 1. THE PILING CONTRACTOR SHALL SUBMIT DRAWINGS TO THE CRITERIA OR ANY OTHER FACTORS WHICH IN THE OPINION OF Thy SHALL BE EXTRACTED AND REMOVED FROM THE SITE. REVIEW OF DELEGATED ENGINEER SUBMITTALS IS LIMITED TO JOINTS AND DIRECTION OF POUR FOR REVIEW. ENGINEER SHOWING THE LOCATIONS OF ALL NEW PILES AND THE DESIGN ENGINEER ARE APPLICABLE TO THE WORK. VERIFYING THAT THE SPECIFIED STRUCTURAL SUBMITTAL HAS STICK WAX 140.CLEANING AND LUBRICATION OF ASTM 4.7. FIT TIMBER PILES WITH METAL SHOES ON THE TIP AS SHOWN ASSIGN AN IDENTIFICATION NUMBER TO EACH PILE,PRIOR TO SUBMIT THE FINAL DATA TO THE PROJECT MANAGER FOR _ BEEN FURNISHED,SIGNED AND SEALED BY THE DELEGATED 9. PROVIDE 3/4"CHAMFER FOR ALL EXPOSED CORNERS. F1852 TWIST-OFF-TYPE TENSION-CONTROL BOLTS IS NOT DRIVING THE PILES.HE SHALL HIRE AND PAY FOR THE EVALUATION. ON THE CONTRACT DRAWINGS(WHEN SPECIFIED).WHEN THE S-001 GENERAL NOTES I 1 OF 10 ENGINEER AND THAT THE DELEGATED ENGINEER HAS PERMITTED. SERVICES OF A PROFESSIONAL LAND SURVEYOR TO AREA OF THE HEAD OF A TIMBER PILE IS GREATER THAN USE A SUITABLE CAP TO UNDERSTOOD THE DESIGN INTENT AND USED THE SPECIFIED 10.PROVIDE REINFORCING STEEL PLACER WITH A SET OF ESTABLISH AND LOCATE ALL LINES AND GRADES AND THAT OF THE FACE OF THE HAMMER,DRIVEN PILE CAPACITY DISTRIBUTE THE BLOWS THROUGHOUT THE CROSS SECTION STRUCTURAL CRITERIA. NO DETAILED CHECK OF F. STORE FASTENER COMPONENTS IN SEALED CONTAINERS RE-SURVEY THE DRIVEN PILES. CALCULATIONS WILL BE MADE. THE DELEGATED ENGINEER IS STRUCTURAL DRAWINGS FOR FIELD REFERENCE. INSPECT UNTIL READY FOR USE. RESEAL OPEN CONTAINERS TO 3.1. DESIGN OF THE PILE.AFTER THE TIMBER PILES ARE CUT OFF,TREAT SOLELY RESPONSIBLE FOR HIS/HER DESIGN INCLUDING BUT REINFORCING STEEL PLACING FROM STRUCTURAL DRAWINGS. PREVENT CONTAMINATION BY MOISTURE OR OTHER 3.1.1. THE ULTIMATE PILE CAPACITY WILL BE DETERMINED BY CUT SURFACES IN ACCORDANCE WITH AWPA M4.REMOVE NOT LIMITED TO THE ACCURACY OF HIS/HER CALCULATIONS DELETERIOUS SUBSTANCES. STORE CLOSED CONTAINERS 2. PILES SHALL BE DRIVEN WITHIN 3"OF INDICATED LOCATION THE DESIGN ENGINEER.DRIVE PILES WITH APPROVED CUTOFF SECTIONS OF PILES FROM THE SITE AND LEGALLY AND COMPLIANCE WITH THE APPLICABLE CODES AND WOOD CONSTRUCTION FROM DIRT AND MOISTURE IN A PROTECTIVE SHELTER. AND SHALL NOT BE OUT OF PLUMB MORE THAN 2%OF LENGTH. DRIVING EQUIPMENT TO THE ORDERED LENGTH OR DISPOSE. LEGEND LOADING CONSULTING ENGINEERS MASONRY WALL GROUND FLOOR - DOMINICK R. PILLA ASSOCIATES - GRADE BEAM DEAD LOAD- 20 PSF $ 845.727.7793 'S 212.224.9520 LIVE LOAD- 40 PSF V 143 Main Street V 5 Columbus Circle,11th FI TENSION TIMBER PILE Nyack,NY,10960 New York,NY,10019 TOTAL- 60 PSF ® drpilla.com �l TIMBER PILE A A.1 B C D D A E F G H I J K L STEEL BEAM Q HSS COLUMN PER PLAN PLAN NOTES: WOOD JOIST 1 CONTRACTOR TO VERIFY ALL DIMENSIONS WITH 1 I 1 1 1 1 1 1 1 1 I ARCHITECT PRIOR TO CONSTRUCTION 1. I PARTITION WALL 2 STRUCTURAL PLANS ARE BASED ON GB-#.# GRADE BEAM PER SCHEDULE ARCHITECTURAL DIMENSIONS.CONTRACTOR IS TO VERIFY ALL DIMENSIONS IN FIELD (2)EQUAL 1PACES CL-# CONCRETE LINTEL PER SCHEDULE 3 ALL PARTITIONS ARE TO BE CONSTRUCTED AFTER FLOORS ABOVE AND BELOW ARE COMPLETED. I 1 I 1 1 1 1 1 1 1 1 71 1 a POST UP/ POST DOWN PARTITION WALLS ARE NOT TO BE USED TO SUPPORT FRAMING. ® ® BEAM MOMENT CONNECTION 4 BOTTOM OF CONCRETE FOOTING SHALL BE GB I GBI GBI `� `� GBI l `� BP# BASE PLATE PER SCHEDULE MINIMUM 42"BELOW GRADE I P 1 C1 `J `J `� l J 12'-0 4" PC2 I PC2 J I I 1 1 I I I I 1 1 1 1 1 I I rn rn W W W U U U w v� U 5" SLAB ON GRADE 5"SLAB O GRA 5"SLAB ON GRADE w w w REVISIONS: p I ?. NO. DATE DESCRIPTION I I N I I I I I I I I I I I I PC2 I I I C1 I I I PC2 00, GBI GB GBI l `� GBI 1 `J PC1 I PC2 v� PC w ., as t�� I GBI `J I TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE 5"SLAB ON GRADE ` ` APPLICABLE MINIMUM BUILDING CODES. THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL (2)EQUAL SPACES SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER I ( I I I 1 I 1 1 I MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF W DOMINICK R.PILLA ASSOCIATES,P.C. PROJECT: `J cDONNELL RESIDENCE o I 8100 HORTONS LANE 1 w I I I I I I SOUTHOLD,NY (2)EQUAL SPICES GBI P 2 FOUNDATION & PILE PLAN 0`J `-/ I GBI `� l B1 1 GBI 0 - - - I - - - 1 - SEAL AND SIGNATURE; Pc1 0 Hof NEW 5"SLAB ON RADE ' I PC2 � 1— 1 1 1 5"SLAB ON GRADE I 1 I 1 I I I F' Q74213 GBI `J `J GBI GBI '°�QP>F81Dh DOMINICK R. PILLA, P.E., R.A. PC1 PCI I NY P.E.074213-1 NY R.A.027028-1 P2 ISSUE: FOR PERMIT DATE: 07/06/2021 1 PROJECT NO.: 20-045 I I I I I I I I I I I I I DRAWN/CHK BY: PH/MK/DRP SCALE: AS NOTED DWG NO.: A FOUNDATION & PILE PLAN S- 100 - 00 SCALE: 1/4" = P-0" S-100 FRAMING PLANS I 2 OF 10 LEGEND LOADING CONSULTING ENGINEERS MASONRY WALL GROUND FLOOR - DOMINICK R. PILLA ASSOCIATES- GRADE BEAM DEAD LOAD- 20 PSF 0 845.727.7793 212.224.9520 LIVE LOAD- 40 PSF 0 143 Main Street 0 5 Columbus Circle,11th FI AlliTENSION TIMBER PILE Nyack,NY,10960 New York,NY,10019 TOTAL- 60 PSF ® drpilla.com �1 J TIMBER PILE STEEL BEAM Q HSS COLUMN PER PLAN PLAN NOTES: WOOD JOIST I CONTRACTOR TO VERIFY ALL DIMENSIONS WITH ARCHITECT PRIOR TO CONSTRUCTION ( PARTITION WALL 2 STRUCTURAL PLANS ARE BASED ON GB-#.# GRADE BEAM PER SCHEDULE ARCHITECTURAL DIMENSIONS.CONTRACTOR IS TO VERIFY ALL DIMENSIONS IN FIELD . CL-# CONCRETE LINTEL PER SCHEDULE 3 ALL PARTITIONS ARE TO BE CONSTRUCTED AFTER FLOORS ABOVE AND BELOW ARE COMPLETED. - POST UP/ POST DOWN PARTITION WALLS ARE NOT TO BE USED TO SUPPORT FRAMING. ® ® BEAM MOMENT CONNECTION 4 BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM 42"BELOW GRADE CWl I I i' i II � 3 3 • j i 3 REVISIONS: • " NO. DATE DESCRIPTION ji � I i ! is i ' is r „ • r CW1 CW1 ...... . ..........i 'I l Y• i....._!.......... 1. .. _...... ......._..... ............ ..... ... ....... .............._......_...`,_......_...... !. .......L...... TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, —. --- THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF DOMINICK R.PILLA ASSOCIATES,P.C. PROJECT: cDONNELL RESIDENCE 8100 HORTONS LANE SOUTHOLD,NY GROUND LEVEL FRAMING PLAN UP CW1 SEAL AND SIG............................_............__ �. --- - ! I 101F NEW r (--- • �, II y o� 3 074213PEWO ; 77 aI i - a - ......_.... ..;.. :. i :.9• CW1 __ LI L1 jDOMINICK R. PILLA � NY P E 074213 1 rNY R A 027028 1 ISSUE: FOR PERMIT DATE: 07/06/2021 PROJECT NO.: 20-045 DRAWN/CHK BY: PH/MK/DRP SCALE: AS NOTED DWG NO.: A GROUND FLOOR FRAMING PLAN S- 101 . 00 SCALE: 1/4" = P-0" S-100 FRAMING PLANS I 3 of 10 PELLA LEGEND LOADING " CONSULTING ENGINEERS CMU WALL PER SCHEDULE MAIN FLOOR - DOMINICK R. PILLA ASSOCIATES- STEEL BEAM DEAD LOAD- 20 PSF 0 845.727.7793 0 212.224.9520 LIVE LOAD- 40 PSF V 143 Main Street V 5 Columbus Circle,11th FI Nyack,NY,10960 New York,NY,10019 Q HSS COLUMN PER PLAN ® drpilla.com TOTAL- 60 PSF WOOD JOIST r._..._._...___....._...___.___.....----........._........._._._ PARTITION WALL .. .......................... ,................._._...... ..._.._..__._.._........__._...1 BUILT-UP AREA PLAN NOTES: - - - 1 CONTRACTOR TO VERIFY ALL DIMENSIONS WITH I � TERRACE/DROPPED AREA ..........................._._.._.........._.._.._.....__.............._..... ARCHITECT PRIOR TO CONSTRUCTION a POST UP/ POST DOWN 2 STRUCTURAL PLANS ARE BASED ON ® ® BEAM MOMENT CONNECTION ARCHITECTURAL DIMENSIONS.CONTRACTOR IS TO CONNECT BOTTOM FLANGE OF BEAM TO VERIFY ALL DIMENSIONS IN FIELD CONCRETE WALL BELOW W/J"O THREADED ROD 3 ALL PARTITIONS ARE TO BE CONSTRUCTED AFTER EPDXY SET 6"SPACED @ 24"O.C. USE HILTI FLOORS ABOVE AND BELOW ARE COMPLETED. HIT-HY 200 EPDXY. TYPICAL AT ALL SIMILAR PARTITION WALLS ARE NOT TO BE USED TO SUPPORT LOCATIONS �� ti �� ti �� FRAMING. S� 4 BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM 42"BELOW GRADE CANT. W 12X26 W 12X26 V=20K W 12X26 V=20K �V=20K W 12X26 V=20K .._............................._...................... ———— —..— --- ------------ --- 1CP1 M=30K-F C -A1 301;-IT —— ——IGI 13fiFf I �-------- ------ —————————— ------ ----------� I I I j I I I I I I i I ( 11-7/8"TJI 360 @ 16"O.C. I I 11-7/8"TJI 360 a 16"O.C. W 12X26 II I I I II j CANT. I I W 12X26 I I j I I I I I I I I I I I I I I 11-7/8"T11340 16"O.C._ _ 11-7/8"TJI 360 16"O.C. 11-7/8"TJ 360 11-7/8"TJI — 11-7/8"TJ 360� 6'O.C. -40 — 16"O.C. 360 F I —� O.C. REVISIONS: o00I I I I NO. DATE DESCRIPTION I ( X >C I I >C x I I I I CANT. ( I W 12X26 I I Lam' -_.. 1.4 1-3/40-1/2"LVL _ it 12 O.C. � �-------- - ti �------�I I k a I ----- ------------ I ---------� I ---------------- ----- � ----^ >a ac �s -. -...—... ...—... ._-------------- CANT. W14X68 N o � .. r & I/TJ230 �6�� H l Z @ 16" Z v O.C. v f W12X19 b. ANT. .......... V=20K V=20K 11-7/8"TJI 360 @ 16"O.C._ _ / 11-7/8"TJI 360 @ 16"O.C. 11-7/8"TJI 360 11-7/8"TJI 360 M-15K-Fr M=15K- @ 16"O.C. @ 16"O.C. 9-1/2"TJI 2 0 @ 16"O.C. j 777, x i N a 3 TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE LOWERED v=zo� v=20K -LOWERED CANT._..._......._._»—, .__.; APPLICABLE MINIMUM BUILDING CODES. _.___ .—��— W14X68 M=140K- f M=140K-Ff W14X68 J' s THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL L SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND X SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF r x DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF i DOMINICK R.PILLA ASSOCIATES,P.C. PROJECT: 11 JI 360�a 16""O.C.O. _ _ cDONNELL RESIDENCE C. 8100 HORTONS LANE I SOUTHOLD,NY BUILT-UP MAIN LEVEL FRAMING PLAN HIGH W 12X26 AREA � ti �•>i'ti 1 LOW W 12XI26 h� cb W 12x30 (DROPPED 4.75") CANT. r————————— —— — ——————— ————— — ..._........-_....-..._.-......-....._.....-._.......... ......_................. .._..--.......... SEAL AND SIGNATURE: . r-------- des -- —W12X30 --- -- ————————-- —— 1g, 0 HSS 5X5Xz" .._ ..... ............... \ —, I A � RNICEfq60 ,Q c4 y o LOWERED ( ( cv ............................................. L.....i....................� i A W 12X26 � 7-1 I O �4 07421'3 Q d 11-7/8"TJI 11-7/8"TJI 360 O 3 E O ( ( 11 g"TJI360 360 @ 16" i @ 16"O.C. o� a r- @ 16"O.C., ~ a v=zoK v=zaK v=zoK —-—— � TYPICAL QFE$1�1D�' —————— FT 141T ——M•-+J�FT— ————— —� 4.,��— WI2X2'G" Z,��ti s' (0 O — W12X26 `rkr DOMINICK R. PILLA, P.E., R.A. 00 NY P.E.074213-1 NY R.A.027028-1 ISSUE: FOR PERMIT DATE: 07/06/2021 PROJECT NO.: 20-045 DRAWN/CHK BY: PH/MK/DRP SCALE: AS NOTED DWG NO.: A MAIN FLOOR FRAMING PLAN S- 102 . 00 SCALE. 1/4 = 11-011 S-100 FRAMING PLANS I 4 OF 10 LEGEND LOADING CONSULTING ENGINEERS CMU WALL PER SCHEDULE UPPER FLOOR — DOMINICK R. PILLA ASSOCIATES— STEEL BEAM DEAD LOAD- 20 PSF 0 845.727.7793 0 212.224.9520 LIVE LOAD- 40 PSF V 143 Main Street V 5 Columbus Circle,11th FI Q HSS COLUMN PER PLAN Nyack,NY,10960 New York,NY,10019 TOTAL- 60 PSF ® drpilla.com WOOD JOIST ................................... 1 ........................................._.._......._..... _.......................... PARTITION WALL _..._................._................---............._.._.....� TERRACE/DROPPED AREA PLAN NOTES: a POST UP/ POST DOWN 1 CONTRACTOR TO VERIFY ALL DIMENSIONS WITH ARCHITECT PRIOR TO CONSTRUCTION ® ® BEAM MOMENT CONNECTION 2 STRUCTURAL PLANS ARE BASED ON ARCHITECTURAL DIMENSIONS.CONTRACTOR IS TO STEEL PLATE WELDED TO BEAM VERIFY ALL DIMENSIONS IN FIELD BELOW W/2"LONG I"FILLET WELD 3 ALL PARTITIONS ARE TO BE CONSTRUCTED AFTER @ 6"O.C.ALL AROUND FLOORS ABOVE AND BELOW ARE COMPLETED. PARTITION WALLS ARE NOT TO BE USED TO SUPPORT (to (00�r �� FRAMING. 00 CI 4 BOTTOM OF CONCRETE FOOTING SHALL BE �...... �, uV=20K V=., V=20K v=2oK MINIMUM42 BELOW GRADE M_1st..Kr-...... _::..,:,:;,.,,...:;::=:.,:::_:-:::__.__:__.;:::.:::.-Mash. _ _s : _..-:-...--.-..- -.-.:...-..-.-:.-.:.-.-..-__...-...--:.......-F3 - _.-._M--19K-FT a,: . _- - = ........_... _.. 5 INDICATED FORCES ON MOMENT CONNECTIONS ARE M-Z K ......................... ..... _.:.:::....:..._.::::._:::::::.::.:..:.: ::._:...:.. z ) -- - -- -- _----..._...--- ---- - ----..:_:_,.. ._.:. W 12X26 ,:._.............. ...... 12X26 .... .. . LRFD --- -------Q W U V=20K ' v=20K T M CANT. M 120K-FT? M=120K-FT W 14X68 11_7/8_TH 360 16"O.C. d I I J"x9 I„LVL @ k ., 16 O.C. (3)1 J"xl1 J"LVL v I H , W8X18 11-7/8"TH 360 11-7/8"TH 360 I7O.C. � � j 9-1/2"TJI 230 @ 16"O.C. — 11-7/8"TJI 360 @ 16"O.C. v v 11 7/8"TJI a 1-3/4x9-1/2"LVL @ 16"O.C. 360 @ 16"O.C. -� E I I �o o �o �o (3)1 "x118"LVL REVISIONS: N N N c�v c�v ; NO. DATE DESCRIPTION rA 3 3 3 3 3 11-7/8"TJI 360 16"O.C. tx�m W8X18 I � I W12XI9 i ................................... .....__............._........_...............' i i ff�� is V i j :: Q.. � is tJn � �I . F W )1. r3 V=20K Ij ....................................................... I.. I ,! !, kL __.._ :I -------- - - S22TLPT -.. - CANT. �; W 14X68 ^,� W14X26 - -=- W 12X26--=__ Cq W 14X26 it :.. ii..::.:.:::::::..:-::::::::_:.:..:..::..::::_:.....:__.:..:: V=20K-• V=20K !€ !j bl III ..._ ...... ... __ .... ..... ............_ ........ ._... _.. ... ._ =32h-FT M=32K-FT w I 11-7/8"TJI 360 11-7/8"TJI 360 1 3/4"x9 1/2"LVL @ 16"O.C. i I �! @ 16"O.C. @ 16"0. �! - .... li � is CANT. T �g�' I ! I �` _. H V=20K I i it --- I KNOWLEDGE, A—C TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWL E, V�OK V=20K isj= = -_=F_:,r't '=_.-_'__:_ :: THE PLANS AND SPECIFICATIONS COMPLY WITH THE M=53K-FT M=53K-FT W 12X40 ANT APPLICABLE MINIMUM BUILDING CODES. I° S� THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF DOMINICK R.PILLA ASSOCIATES,P.C. TERRACE BELOW n; PROJECT: cDONNELL RESIDENCE ii 8100 HORTONS LANE ~ ~ ~ ~ SOUTHOLD,NY 403 3 3 3 ,� ! " 9-1/2 TH 23 11-7/8 TH 360 16 O.C. 11-7/s TJI 36 UPPER LEVEL FRAMING PLAN — — r — �' @ 16"O.C. @ 16"O.C. t) ........................ j II W 12X26tiry W 12X26 SEAL AND SIGNATURE; • I w i ...................... 168"O C 360 LOWERED N it a LOWERED GKRIC1fA W12X26 0 I i o W 12X26___..:_..._ . A ,! W 12X26 : .... ✓S ( N i F� 7/8"TJI 7/8"TJ 16"O.C. 07 3 I I 3 11 360 11 I360 �q 42� " II @ 16 O• �j V=20K V=20K V�OK a II it V=20K i 4 M=15K-FT " =15K-FT M=15K-FT M=15K-FT _lI _.. .. :..._....1......................... . , • • • . ; ti I ............ .WI2XZ6 __._.. ,I ,'... --..., :_.:..: ........ LOWERED...........:... ..... s� I �I & W 12X26 C� _ ~� -f6- ( NY P.E.074213-1 DOMINICK R. ANY R.A.027028-1 I ..:.::.:_ .................................... ........._... ISSUE: FOR PERMIT DATE: 06/18/2021 PROJECT NO.: 20-045 DRAWN/CHK BY: PH/MK/DRP SCALE: AS NOTED DWG NO.: A UPPER FLOOR FRAMING PLAN S- 103 . 00 SCALE. 1/4 — 1 -0 S-100 FRAMING PLANS I 5 OF 10 LEGEND LOADING D:'._%"' PELLA CONSULTING ENGINEERS , OEM= CMU WALL PER SCHEDULE ROOF((-,TERRACE) - DOMINICK R. PILLA ASSOCIATES- S 845.727.7793 $ 212.224.9520 STEEL BEAM ROOF LIVE- 40 PSF SNOW LOAD- 21 PSF V 143 Main Street 0 5 Columbus Circle,filth FI Nyack,NY,10960 New York,NY,10019 Q HSS COLUMN PER PLAN DEAD LOAD- 40 PSF ® drpilla.com WOOD JOIST TOTAL- 80 PSF _..........................................................._, PARTITION WALL aPOST UP/ POST DOWN LOADING ® ® BEAM MOMENT CONNECTION ROOF(OUTSIDE TERRACE) ROOF LIVE- 20 PSF SNOW LOAD- 21 PSF DEAD LOAD- 40 PSF TOTAL- 61 PSF �� ` PLAN NOTES: b �c�S c�lb g 1 CONTRACTOR TO VERIFY ALL DIMENSIONS WITH S 5 C PRIOR TO CONSTRUCTION OI 4 � ARCHITECT Q 1V....... .........V=20K _-.._..._.............................................................. ................................_..............._....................._........................................__......._.............._. ....V=20K._�._.-.-.- ........._................._................_..........—.—.........._....._...........—........................._......._......................_.......--......_...........................................W........ ... _ ;:r W12X26 W12X26 �V1 3�ZG • li 2 STRUCTURAL PLANS ARE BASED ON ARCHITECTURAL DIMENSIONS.CONTRACTOR IS TO s 'N VERIFY ALL DIMENSIONS IN FIELD 3 ALL PARTITIONS ARE TO BE CONSTRUCTED AFTER ! FLOORS ABOVE AND BELOW ARE COMPLETED. i" PARTITION WALLS ARE NOT TO BE USED TO SUPPORT 1 - --- -..LL_...... . ...._..__.ai : .- ,... FRAMING. �, 1{ {I II 4 BOTTOM OF CONCRETE FOOTING SHALL BE TERRACE BELOW ROOF TERRACE { SYN LAWN MINIMUM 42"BELOW GRADE 1 is Ijll i� 7 I 1-7/8"TH I „ 360 @ 16 11-7/8"TH 360 @ 16"O.C. I — — — 11-7/8""TJI 360 @ 16"O.C. 11_7/8_'TJI 360 16"O,C.— O.C. M— FT i I I. _ ?FT I { ; REVISIONS: v f' i o ... .................. ....... W 12X26 NO DATE DESCRIPTION X _ I : W 12X26 V-20K I M=15K-FT �l I ................................ 8"T II 6 I I sl i I 360 @ 1 r ! O.C. i .. ......................................... ........._...J 1 I ( is �' N _.----------- � 4 I I W 12X26 Q W 12X26 (.._-.�.-- --! ._!!_ `►' _.. W 12X26 i 1 W _ 1 L ......................._..... ........._............................._..........._.. _......._.......u...2ni`.._.... i 20K y*� M 3 K FT M=15K-FT � — _ �� SYNTH.LAWN ii 11-7/8 TJI 360 — _ 11-7/8"TJI 360 @ 16"O.C. @ 16"O.C. " j 00 a CANT. _—, __._..__ _—__._._. . . ... .... _._.__._............... . TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, I— —:. WITH THE -- -- � � V=20Ii �� APPLICABLE MINIMUM BUILDING CODES. F s M=20K—FT s ow s� s THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF is DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF DOMINICK R.PILLA ASSOCIATES,P.C. ; I PROJECT: 2soLI3RPANELS cDONNELL RESIDENCE 8100 HORTONS LANE N N -, — --:; SOUTHOLD,NY 11-7/8"TJI 11-7/8"TJI — 360 @ 16" j '` — — — 360 @ 16" j ROOF FRAMING PLAN O.C. O.C. ii 14 2 1%"xl1%'LVL SEAL AND SIG : 4 R�. NATURE: s O NEIV. y tl, Wi i; O W 12X26 — 11-7/8"TJI 360 @ 16"O.C. 2ROOFBELOW ��O 074213 '� V-20K V=20K Q �� M=15K—FT W 12X26 M=15K-FT I I.1, Jj DOMINICK R. PILLA, P.E., R.A. NY P.E.074213-1 NY R.A. 027028-1 ISSUE: FOR PERMIT DATE: 06/18/2021 PROJECT NO.: 20-045 DRAWN/CHK BY: PH/MK/DRP SCALE: AS NOTED DWG NO.: A ROOF FRAMING PLAN S- 104 . 00 SCALE: 1/4" = F-0" S-100 FRAMING PLANS 6 of 10 Y2"JOINT USE PREMOLDED • • WALL - JOINT FILLER GRADE BEAM SCHEDULE ALLOW 7 DAYS BETWEEN REINFORCEMENTD5"' - PELLA M POURS OF SECTION'C' ® SEE DRAWINGS i X= -Xr -k -Xz�-X. `x;=-sc�-r x AND EITHER'A'OR'B'. CONSULTING ENGINEERS ,n ° ,. : y REINFORCING STIRRUPS • .• :• : .' --X .:°X -XX X�X` Xk� =k: SIZE SECTIONS'A'&'B'MAY BE 4. ' MARK „b „ - DOMINICK R. PILLA ASSOCIATES- I�LI JOINT 1(\IJ) x d 2ND POUR B • POURED CONCURRENTLY aII—III—III—III—III'1TI= _—_—_—_- TOP BOTTOM MIDDLE SIZE SPACING - 15 MIL POLYETHYLENE I I I III, I I 3"TYP" - `' S 845.727.7793 S 212.224.9520 VAPOR BARRIER OUTSIDE CORNER BARS PROVIDE VOLCLAY NON-ORGANIC GB1 24X24 4#6 4#6 #3 @10 COMPACTED SUBGRADE SAWCUTY OF SLAB DEPTH* SAME SIZE AND SPACING T/3 T/3 T/3 WATERSTOP OR Nyack,INY,t10960 0 NewlYork,NY,110019th FI JOINTS TO BE FILLED WITH 1.3 LD AS HORIZONTAL 0• APPROVED EQUAL. ® drpilla.com INTERIOR SLAB - CONTROL JOINT SEALANT REINFORCING 0 _ CONST.JOINT LOCATED + BEAM SCHEDULE NOTES. . . , ,.. . . .. ALLOW BETWEEN In K X L��k—x-�-x SAW-CUT xx—;x . . 1X4-W2.9X2.9 CENTERED IN SLAB, • ' .,• •.. :• ;•... ,, POURS O COLUMNS FIELD LAP 1.31d TV _ JOINT (SC) ' y, ` : , 1. TOP AND BOTTOM BEAM REINFORCING TO BE CONTINUOUS. PO , F LOCATION OF JOINTS ARE ' '- ' ' ., .: •< %';:'. _ : SECTION A & • • AT ALL TIMES SUBJECT iv CHAIR TO INSURE PROPER —I I—• —I I — r � :• . � : ' ' FOR REQUIRED LAP SPLICE LENGTHS SEE SCHEDULE ON S500 ,B, POSITION IN SLAB I Imp I I=1 -1 3"Typ TO ARCH.APPROVAL. MEADOW BURKE JOINT ° I A 2. PLACE FIRST STIRRUP 2"FROM FACE OF SUPPORT.SPACE 1ST POUR A =-X-�;-X X- :X�--XX---�C % -X; KEY OR EQUIVALENT ° "' •• BALANCE OF TIES AS SCHEDULED.SPACES DESIGNATES KEY TO EXTEND FROM WALL `. • ..' •a NUMBER OF SPACES,NOT QUANTITY OF TIES. • • FOOTING TO UNDERSIDE A REINFORCEMENT �TIl�t11 �Tlml—I I I� 2"X4"KEYWAY • A OF FLOOR SLAB UNLESS O SEE DRAWINGS °ax,. CONSTRUCTION a b OTHERWISE NOTED OR , . .., TOP BARS PERcqk `' DETAILED ON DRAWINGS JOINT (CJ) SCHEDULE NON-ORGANIC I-1 I-1 I=1 III TYPICAL HORIZONTAL COMPACTED SUBGRADE TYP REINFORCING d EXTERIOR SLAB TYPE A TYPE B TIES PER SCHEDULE NOTES: NOTES d a °. . NOTES: *PROVIDE SEALANT WHERE REQUIRED BY ARCHITECT. SAWCUT AS -PROVIDE CONTROL JOINTS PER DETAIL 2 AT 16'-0"O.C.MAX. . ' ° ' 1. LENGTH OF POUR LIMITED TO 40-0 . SOON AS POSSIBLE AFTER CONCRETE HARDENS. SAW CUTTING BOTTOM BARS 2. CONSTRUCTION JOINT SHALL BE PLACED NO FARTHER THAN 10'-0"FROM ANY CORNER. COORDINATE JOINT LOCATIONS WITH ARCHITECT. MUST BE COMPLETE WITHIN 8 HRS AFTER CASTING. PER SCHEDULE 3. USE OF JOINT TYPE'A'OR'B'IS AT CONTRACTOR'S OPTION. CORNERS INTERSECTIONS 3 CL.FROM UNFORMED SIDES 4. FOR WATERPROOFING,SEE ARCHITECTURAL DRAWINGS. -SEE ARCHITECTURAL DRAWINGS FOR SLOPING 2 CLEAR FROM FORMED SIDES 5. FOLLOW ACI 224.3R REQUIR.MENTS AT EXTERIOR SLABS 1 DF?TAIL-1 2 DETAIL-2 ( 3 '� DETAIL-3 ( 4'� GRADE BEAM SCHEDULE 5 TYP. WALL CONSTRUCTION JOINT DETAIL TYPICAL SLAB ON GRADE DETAIL _ SLAB ON GRADE CONTROL JOINTS _ TYPICAL SLAB ON GRADE DETAIL _ SCALE: 3/4" = 1'-0" _ SCALE: 3/4"=1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SLAB ON GRADE PER PLAN CONCRETE WALL SCHEDULE MARK WIDTH INTERIOR FACE EXTERIOR FACE REMARKS CONCRETE PILE CAP PER EXTEND DOWELS INTO PILE VERTICAL HORIZONTAL VERTICAL HORIZONTAL PER PLAN CAP.PROVIDE 900 HOOK AT END,T'YPCIAL CW-1 10" #5 @ 12" #4 @ 12" #5 @ 12" 94 @ 12" (4)#5 BARS WITH CONCRETE GRADE BEAM PER PLAN 180°HOOK AT TOP WALL DOWEL TO MATCH SIZE 1'-6" Id REVISIONS: L J,d .' AND SPACING NO. DATE DESCRIPTION a ° dd d a " ° REINFORCEMENT OF VERTICAL d a d d ° ' IN WALL PER .°: REINFORCEMENT ° . ° ° d d d ° SCHEDULE d d :° . d a ° ° ° a 2"X4"KEYWAY d e d Q _ °'•• ' d a ° d : ° coy :.°d ° °. d ' °. d o . c fl/4. PILECAP a :•. °°' q d d ' ° ° dd a a ° ` REINFORCING q ° a°d d a a 4 ° TOP.PILE CAP PER SCHEDULE d°• ° d .A b1 •d °•.' d d ° d ed v n 4 d ° ° ° ° °..d ° d a 9 d Ito 0 THROUGH .d - . . °. ° a a °. d d d d ° d d ° ° 6A �. ....... ..... a BOLT, d ° • •.. • •� ♦ • �. TYPICAL -� PL.3/8X4X1'-I" a d.° .' - ° d° ° ° d .a DOWELS TO MATCH GRADE -N - (TYP.) ° ° ° ° .d° BEAM LONGITUDINAL d'. �' d 'd° ° ° d' ° BOTTOM OF GRADE AND STANDARD HOOK DETAILS d ti PILE AND ° "' DETAILING HOOK DETAILING I 20 TON PLATE BOT.PILE CAP d DIMENSION A or G DIMENSION TIMBER PILE -4�'6 d ° d° ° PILE CAP PER PLAN 4.PILE AND db ti D db r PLATE D 12db 20 TON TIMBER PILE, 4db OR— -* A or G SECTION 6AL/0 TYPICAL 2Y2„MIN 1800 HOOK 900 HOOK RECOMMENDED END HOOKS,ALL GRADES TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, 6 TENSION PILE DETAIL CONCRETE WALL ON PILE CAP g TYP. GRADE BEAM CONN. AT PILE CAP THE APPLICABLE MINIMUMSPECIFICATIONS NGCODEPLYWITHTHE APPLICABLE MINIMUM BUILDING CODES. "_ r n n — r n "_ r n BAR 1800HOOKS SCALE: 3/4 —1 -0 _ SCALE: 3/4 — 1 -0 _ SCALE: 3/4 —1 -0 SIZE D THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL A or G J SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND �� SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND #3 2y" S" 3" 6" SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND 5'-6" #4 3" 6" 4�i g„ THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER #5 3Y4" 7" 5" 1O" MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF DOMINICK R.PILLA ASSOCIATES,P.C. NOTE:DIMENSIONS CONCRETE #6 4y" 8" 6" 1'-0" PILE CAP SCHEDULE OF PILE CAPS ARE TO WALL DOWEL TO #7 5y" 10" 7" 1'-2" PROJECT: �- DIMENSIONS REINFORCING BE ENLARGED AS MATCH SIZE M c D O N N E L L RESIDENCE 11 TYPE #OF PILES D A BARS B BARS SQUIRED TO AND SPACING #8 6 11 8 1-4 5'-6" ` ` LONG SHORT MATCH WIDTH OF REINFORCEMENT OF VERTICAL #9 9 22" 1'-3" 11%" F-7" 8100 HORTONS LANE .� ADJACENT GRADE PC1 2 PER DETAIL 34" 8H#5 SH#5 BEAMS. IN WALL PER REINFORCEMENT SOUTHOLD,NY #10 1oy" 1'-5' r-1y" 1'-Io" SCHEDULE . °, #11 12" 1'-7" F-2%" T-Or' PC2 4 PER DETAIL 43" 11H#7 13H#7 2"X4"KEYWAY CONCRETE DETAILS 9"CL 9"CL GRADE BEAM a ;: \ \ ORCING TYP \ ` TYP NOTES: PER SCHEDULE 4 A MIN. LAP SPLICE LENGTH SCHEDULE � < ; �o F c=4000 psi (Co 0 0 0 0 0 0 0�1 fc=4,000 psi fy=60,000 psi SEAL AND SIGNATURE; Fy=60ksi - �I� ....... .._t CI, OF BOTTOM STL. ° a ' CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN DB CLEAR COVER NOT LESS THAN db AND BEAM STIRRUPS OR O PILE DIAMETER= 10" a •d a COLUMN TIES THROUGHOUT LD NOT LESS THAN CODE MINIMUM '�� Ka1 kgiq y0 SPACES @ 3'-0"O.C. ° 3'-0" 3f-O" 25 TON TIMBER PILES ° a - OR �' ALL REINFORCING BARS HAVE 180 , CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS aC PC-1: (2) PILES PC-2: (4) PILES DEGREES STANDARD HOOKS. ° THAN 2DB AND CLEAR COVER NOT LESS0i �j _-A, THAN db '° �^ Bar size do Id Id(top bar) 1.3*ld 1.3*ld(top) 'r�� 0�4213 $� BOT.GREAD BEAM ° #4 0.500 19 25 25 32 p�OFESBt �P~ -4'-6 #5 0.625 24 31 31 40 9 PILE SCHEDULE #6 0.750 28 37 37 48 DOMINICK R. PILLA, P.E., R.A. NY P.E.074213-1 NY R.A.027028-1 _ SCALE: 1/2" = 1'-0" #7 0.875 42 54 54 70 #8 1.000 47 62 62 80 ISSUE: FOR PERMIT #9 1.128 54 70 70 90 DATE: 06/11/2021 PROJECT NO.: 20-045 ('I0 CONCRETE WALL ON GRADE BEAM #10 1.270 60 78 78 102 DRAWN/CHK BY: PH/MK/DRP SCALE: 3/4" = 1'-0" #11 1.410 67 87 87 113 SCALE: AS NOTED Other cases DWG NO.: Bar size do Id Id(top bar) 1.3*ld 1.3*ld(top) S-200 . 00 #4 0.500 28 37 37 48 #5 0.625 36 46 46 60 #6 0.750 43 55 55 72 S-200 CONCRETE DETAILS I 7 OF 10 #7 0.875 62 81 81 105 #8 1.000 71 92 92 120 #9 1.128 80 104 104 136 #10 1.270 90 117 117 153 #11 1.410 100 130 130 170 D. ,, CONSULTING ENGINEERS (2)#5x5'•0"LONG DIAGONAL LINTEL REINFORCING: — DOMINICK R. PILLA ASSOCIATES— AT CENTER OF WALL AT (2)#6 FOR OPENINGS LESS THAN 5'-0" EACH CORNER,TYPICAL TYP.S ld DULE (2)#7 FOR OPENINGS 5'-1"TO 7'-0" a 845.727.7793 S 212.224.9520 E SC 0 143 Main Street Q 5 Columbus Circle,11th FI Nyack,NY,10960 New York,NY,10019 TOP OF WALL U BARS TO MATCH WALL ® drpilla.com WHERE EXTENSION EQUAL TO REINFORCING DEVELOPMENT LENGTH IS NOT +` POSSIBLE,EXTEND BAR AS FAR a. . AS POSSIBLE&PROVIDE STANDARD HOOK.TYPICAL. (2)#5 TYPICAL WALL REINFORCING LINTEL REINFORCING b w STANDARD HOOK AT ENDS OF ALL S INTERRUPTED BY OPENING LINTEL AND W NOTE: TOP OF WALL FLOOR LINE (2)#5 @ SEE ELEVATION OR 4 WALL DETAIL FOR TYPICAL WALL REINFORCING Id ° STANDARD HOOK WHERE EMBEDMENT EQUAL TO DEVELOPMENT LENGTH IS NOT ' POSSIBLE,OR ADHESIVE ANCHOR PER SCHEDULE AT(E)CONSTRUCTION (2)#5 MIN. ELEVATION PLAN - JAMB NOTES: OR END WALL 1. FOR WALLS WITH DOUBLE LAYERS OR REINFORCING,JAMB BARS AND CORNER BARS SHALL BE PLACE AT EACH FACE RATHER THAN AT WALL rL REVISIONS: 2. EXTEND JAMB BARS FLOOR TO FLOOR,OR FLOOR TO ROOF. NO. DATE DESCRIPTION 1 TYPICAL MINIMUM REINFORCING AT CONCRETE WALL OPENINGS TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF DOMINICK R.PILLA ASSOCIATES,P.C. PROJECT: cDONNELL RESIDENCE 8100 HORTONS LANE SOUTHOLD,NY CONCRETE DETAILS II SEAL AND SIGNATURE: Of NEK, Y �c'�aic►��A�o,A� 4 �EQ 074213 kr? pR'0FEffi�114�P DOMINICK R. PILLA, P.E., R.A. NY P.E.074213-1 NY R,A.027028-1 ISSUE: FOR PERMIT DATE: 07/06/2021 PROJECT NO.: 20-045 DRAWN/CHK BY: PH/MK/DRP SCALE: AS NOTED DWG NO.: S-201 . 00 S-200 CONCRETE DETAILS ( 8 OF 10 4"-0 A325,TYP. 4"-0 A325,TYP. HSS POST PER PLAN MINIMUM NO.OF D(t" WF BEAM BOLT CONSULTING ENGINEERS TOP PLATE PER DESIGN Typ I _N SIZE ROWS - D O M I N I C K R. PILLA ASSOCIATES- TOPPLATE PER DESIGN 4 W 10 2 0 845.727.7793 $ 212.224.9520 W-BEAM PER PLAN 1411 Q 143 Main Street V 5 Columbus Circle,11th FI W-BEAM PER PLAN I �"0 A325-N SEE o W 12 W 14 3 Nyack,NY,10960 New York,NY,10019 SCHEDULE FOR I M ® drpilla.com I W 16 4 0 4"PL TYP 4„ a QUANTITIES O I I I Typ I 0 (4}/"0 A325-N TYP w IfE W 18 5 I � I 0 4"FULL STIFFENERS N II II d W21 6 I ff 5\.m EACH SIDE,TYP POST PER PLAN �-+ I I I HSS COLUMN PER I WF BEAM PER PLA 1Y2"MIN.FROM COPED HSS COLUMN PER I I SINGLE SHEAR PLATE PLAN i SINGLE SHEAR PLATE II II EQ' E EDGE NEAREST BEAM OTO CENTER LT "60 WZL PLAN I I CONNECTION I CONNECTION II 11 I I I USE SIMILAR BEAM TO ROW OF OLTS COPEAREQ D.FROM END OF-7 WF BEAM PER PLAN. CONNECTION FOR BOTTOM PLATE PER I BOTTOM PLATE PER DESIGN POST BELOW BEAM (2)L4x4x 4" I I DESIGN I (IF ANY) SUPPORTING GIRDER ('2_ TYP HSS POST TO WF BEAM CONN 3 TYP WF TO WF CONN SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = F-0" lA W-BEAM TO HSS MOMENT CONNECTION I 1B W-BEAM TO HSS MOMENT CONNECTION I SCALE: 1"=1'-0" _ SCALE: 1"=F-0" NOTE: DELEGATED ENGINEER TO DESIGN MOMENT _ CONNECTIONS FOR FORCES SHOWN ON PLAN MOMENT CONNECTION DESIGN PER ALIGN FORCES INDICATED ON PLAN HSS COL PER PLAN T.O.BM rL COLUMN if FIN.FL LEVEL I I I T cl� CANT.BEAM BEARING PL PER I --- --- PER PLAN I SCHEDULE oo �- U 1"MIN NON- ! ico ol 4„ W I SHRINK GROUT -� 3 SIDES l _.__.......p.__ .._.......i .. .... _....:.. 41 EA.FACE CONC.WAL PER PLAN ( ! °� a"0 HILTI RE-500 ADHESIVE REVISIONS: ANCHOR W/6 J"EMBEDMENT NO. DATE DESCRIPTION PLATE EACH „_;.._ 1 P�4y y"FULL I s� 2 104/ / ON EACH SIDE OF WALL TYPICAL. STAGGER FASTENERS 14" 3" 1%" STIFFENER 14" SIDE OF WALL VERTICALLY AND 1" 11 HORIZONTALLY TYP.COL PL I I HSS COLUMN PER PLAN MOMENT CONNECTION DESIGN PER 0 a 5" ALIGN FORCES INDICATED ON PLAN PL 8 u u T.O.BM TYP. j„ 3y2" I Y16 nn 4 1 1 ' 1 i4" BEAM PER PLAN "0 HILTI RE-500 I I I SHEAR PL.BOLT PER 4 SCHEDULE ----...... .. ........_...... ADHESIVE ANCHOR W/6 4" -�- Q I I I EMBEDMENT,TYPICAL. CANT.BEAM I _. I _. _ .� STAGGER FASTENERS ON -A� U PER PLAN I I I ti OF COL IN EACH SIDE OF WALL V T c l `� li VERTICALLY AND V w M ---- - __-- -- -"-- HORIZONTALLY - - a, I HSS COL PER PLAN rrn _ I BEARING PLATE PER U111I I a SCHEDULE ly" 3" 1Y2" I I TOP VIEW BASE PLATE PCORNPCRET WALL WELDED I 1 1 CONNECTION AS REQUIRED WF BEAM PER PLAN I ! I y" 6 TYPICAL HSS COL. ON CONC. WALL CONN. TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. SCALE: I"=F-0" THE ENTIRSKETCHES.E CONTENTS OF THIS DOCUMENT,INCLUDING ALL LES,AND ('4 CANT. W B EAM MOMENT CONN. 5 INTERSECTION OF WF & HSS CONN. SPECIFICATIONS,AND ALL COPYRIGHTS THEREINPLANS,STUDIES,DRAWINGS, ,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'4' DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND BEAWCOLUMN BEARING PLATE SCHEDULE THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR SHEAR CONN. SEE 2/S700 FLOOR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF MEMBER WIDTH-(INCH) DEPTH(PARALLEL TO BEAM-(INCH)) THICKNESS-(INCH) MEMBER TYPE DOMINICK R.PILLA ASSOCIATES,P.C. W 12X26 8.00 6.00 5/8 BEAM PROJECT: W12X30 8.00 6.00 5/8 BEAM McDONNELL RESIDENCE W12X40 8.00 6.00 5/8 BEAM 8100 HORTONS LANE W 14X68 10.00 10.00 1 BEAM SOUTHOLD,NY PL,Y2X10X0'-5" 511 W 16X50 10.00 10.00 1 BEAM lY" 1 MAIN LEVEL HSS5X5X1/4 10.00 12.00 11/8 COLUMN STEEL DETAILS HSS6X6X1/2 10.00 12.00 1 3/8 COLUMN HSS7X7X1/2 10.00 12.00 3/4 COLUMN 0 0 a HSS8X8X1/2 10.00 12.00 7/8 COLUMN SEAL AND SIGNATURE: 10%" HSS 1 OX6X 1/2 10.00 12.00 7/8 COLUMN HSS10X6X5/8 10.00 12.00 3/4 COLUMN ,`�Gof NEW (4)%"0 A-325 TC BOLT,TYP. TOP VIEW: CO vklc Q W a HSS COLUMN,SEE PLAN " 3g"FULL STIFFENER 4"FULL STIFFENER yN� 0742AS PL.yXIOXO'-s 4 EA.SIDE(TYP.) 4 EA.SIDE(TYP.) ly" (4)4"0 A-325 TC BOLT,TYP. 3 SIDES X4 p'p�> �Bt�wP BEAM,SEE PLAN i I 4 (TYP.) ••••' W-BEAM PER PLAN ALL BEAMS MUST BEAR DOMINICK R. PILLA, P.E„ R.A. W-BEAM PER PLAN A MINIMUM LENGTH PER NY P.E.074213-1 NY R.A.027028-1 O SCHEDULE (4) 3/4"O F1554 DATE: 07/06/2021 BEARING PL PER O ANCHOR BOLTS BEARING PL PER PROJECT NO.; 20-045 SCHEDULE --- --- 9 EMB.MIN. SCHEDULE da DRAWN/CHK BY: PH/MK/DRP 1"MINNON-SHRINK a V MIN NON-SHRINK SCALE: AS NOTED GROUT zo BEARING PL GROUT d Q DWG NO.: % ANCHOR BOLTS"STIFFENER PL. 1 1 PER Q SCHEDULE ANCHOR BOLTS 4"0 A-325 TC BOLT,TYP. 1 1 ((TYP'.)) (�) (4) 4 SEE PLAN FOR BEAM SIZE S-400 . 00 PL.yX10X0'-5" 1 1 CONC.WALL PER Q 4 AND LOCATION CONIC.WALL PE HSS COLUMN,SEE PLAN PLAN PLAN 4 S-400 STEEL DETAILS I g oF10 CONTINUOUS BEAM CONN. AT COL. 8A WF BEAM TO BEARING WALL CONN. 8B WF BEAM TO BEARING WALL CONN. _ SCALE: 1"=1'-0" SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" WF PERPENDICULAR TO WALL WF PARALLEL TO WALL 4'-0"MIN PANEL ATTACH DECK TO 23/2"THICK JOIST HANGER SCHEDULE LENGTH INTERMEDIATE STRUCTURAL CONNECTOR FASTENERS INTO FASTENERS INTO SUPPORT @ 12" PLYWOOD PANELS JOISTBEAM HEADER/GIRDER (SIMPSON HANGER) JOIST TOP PLATE FASTENERS INTO HEADER , O.C. WITH 24"O.C.SPAN CONSULTING ENGINEERS RATING T-0"MIN.PANEL — — 11 7/8"TJI 360 W-BEAM BA2.25/11.88 2"FILLET WELD(SIZE (MAX.) (24)0.162x3 1/2 - MATCH HANGER THK.) - DOMINICK R. P I L L A ASSOCIATES- EACH SIDE OF BOTH TABS a 845.72Z7793 s 212.224.9520 ATTACH PANELS TO EACH JOIST 2 FILLET WELD(SIZE Nyac1k,INY,treet 10960 New9 5lumb YorkuNY,1rcle 10019th FI 1/2"FROM EDGE S drpilla.com 1 3/4x9 1/2 LVL W-BEAM BA1.81/9.5(MAX.) (8)0.148x1 1/2 - MATCH HANGER THK.) III ( I I I I I USING EACH SIDE OF BOTH TABS I BOUNDARY I I I I I I I I I I SPACING PER SCHEDULE I I I I I I I I I I I — — ... xx X X V — . ............ ..... ... xx x r 7-7— r _T I I I I I I WHEN REQUIRED ATTACH DECK TO I I I I I I I I I I I PER SCHEDULE BOUNDARY EDGE I I I I I I I I I I I PROVIDE 2x4 SOLID SUPPORTS PER I I I I I I I I I I BLOCKING LAID SCHEDULED SPACING FLAT BETWEEN ---I - JOISTS. ATTACH I I ( I I I W-SECTION,SEE PLAN I I I I I I PLYWOOD TO FOR SIZE XX BLOCKING USING �--� - - �—� I I I I I EDGE SPACING I I I I I I I I I 2x NAILER xx ALL PANELS TO I .. I I ........_� ..._ I .. ._.�...... . ( I I ...............L......:::: I I PLYWOOD SUB-FLOOR PER SPAN PERPEND. I I I I I I I I ( I I I I PLANS TO JOIST I I I I I I I I I I I I PLYWOOD JOIST HANGER SUB-FLOOR,PER PLAN I JOIST PER PLAN SEE SCHEDULE FOR TYPE HEADER/GIRDER BUT PANELS AT (SUPPORTING JOIST FASTEN MEMBER),PER PLAN AND PROVIDE SUB-FLOOR SCHEDULE STAGGERED SOLID BLOCKING, EDGE SCREW FASTENER SPACING BLOCKING PROVIDE FULL BEARING PER SCHEDULES FLOOR PANEL SCREW REQUIREMENT' ON BOTTOM FLANGE SPACING BOUNDRY EDGE THICKNESS SIZE YES OR NO SIMPSON HANGER, JOIST/BEAM(HANGING LOWER FL, x"O THROUGH BOLT PER SCHEDULE MEMBER),PER PLAN MAIN FL, 3/4" 8d @4"O.C. @4"O.C. NO STAGGERED AT 16"O.C. ROOF 1 DETAIL-1 2 DETAIL-2 (7� DETAIL-3 REVISIONS: NO. DATE DESCRIPTION TYPICAL SUBFLOOR ATTACHMENT DETAIL - TYPICAL HANGER TO WF CONNECTION - TYPICAL HANGER DETAIL SCALE: NOT TO SCALE SCALE: 1"=F-0" GROUT POCKET SOLID 2" PLYWOOD SUB-FLOOR NAIL PERSCHEDULE 9 - d • a I d• r • d I � I . . . d %"O THREADED NEW WOOD JOIST ♦ •• ROD @ 16"O.C. TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, OR HEADERPER ♦ ° THE PLANS AND SPECIFICATIONS COMPLY WITH THE p APPLICABLE MINIMUM BUILDING CODES. PLAN '. EXISTING OR NEW THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL d .. • . JOIST,PER PLAN SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND SLEEVE END OF ♦' r d SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF JOIST TO PREVENT ', DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND CONTACT WITH `.' CONCRETE THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER CONCRETE ' d ♦ WALL MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF DOMINICK R.PILLA ASSOCIATES,P.C. SHIM OR PROVIDE • ° PROJECT: NON-SHRINK LEVELING GROUT 4"1k,/fIN McDONNELL RESIDENCE AS REQUIRED BEARING 8100 HORTONS LANE SOUTHOLD,NY 5 SECTION FRAMING DETAILS 4 TYP. WOOD JOIST POCKET DETAIL - WOOD FRAMING TO WIDE FLANGE BEAM AT EXISTING WALL SCALE: 1"=F-0" SCALE: 1" = 1'4' SEAL AND SIGNATURE: 01F N IE \CKR1CHgRQ�®•A 4 IC 074213 �i►?M pegs DOMINICK DOMINICK R. PILLA, P.E., R.A. NY P.E.074213-1 NY R.A.027028-1 ISSUE: FOR PERMIT DATE: 07/06/2021 PROJECT NO.: 20-045 DRAWN/CHK BY: PH/MK/DRP SCALE: AS NOTED DWG NO.: S-500 . 00 S-800 FRAMING DETAILS I 10 OF 10