The URL can be used to link to this page

Home My WebLink About46042-Z ��O�OS11FF8(�-C�G�� Town of Southold 3/13/2022 o - P.O.Box 1179 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42902 Date: 3/13/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 665 Royalton Row,Mattituck SCTM#: 473889 Sec/Block/Lot: 113.-7-19.33 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/4/2021 pursuant to which Building Permit No. 46042 dated 4/7/2021 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: single-family four bedroom dwelling with unfinished basement, covered front masonryporch, partially covered rear masonryporch,rear masonry patio and attached garage as applied for. The certificate is issued to Marratime Cap LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1864 1/7/2022 ELECTRICAL CERTIFICATE NO. 46042 12/2/2021 PLUMBERS CERTIFICATION DATED 10/1/2021 Nacchone Plu ' g C h r' e Signature o�SUFEotK�o TOWN OF SOUTHOLD aye BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE oy •� �'��t. 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#: 46042 Date: 4/7/2021 Permission is hereby granted to: Marratime Cap LLC 71 15th Ave Sea Cliff, NY 11579 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 665 Royalton Row, Mattituck SCTM # 473889 Sec/Block/Lot# 113.-7-19.33 Pursuant to application dated 3/4/2021 and approved by the Building Inspector. To expire on 10/7/2022. Fees: CO-NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,813.20 Total: $2,863.20 Buil ' g Inspector pE SO!/Ty�l Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • a0� sear.devlini'aD-town.southold.ny.us �yO N% BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Maratime Cap LLC Address: 665 Royalton Row city:Mattituck st: NY zip: 11952 Building Permit#: 46042 Section: 113 Block: 7 Lot: 19.33 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: 390 Operating Corp License No: 35594ME 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 X Garage X INVENTORY Service 1 ph X Floor Heat 4 Duplec Recpt 60 Ceiling Fixtures 12 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 13 Wall Fixtures 24 Smoke Detectors 6 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 78 CO2 Detectors Transformer 6QW A/C Blower 2 Range Recpt Gas Ceiling Fan [I Combo Smoke/CO 4 Transfer Switch 200A UC Lights 7' Dryer Recpt p Gas Emergency Fixtures Time Clocks Disconnect 3 Switches 48 4'LED 4 Exit Fixtures Pump 11 Other Equipment: Micro, Gas Oven, Fridge, DW, Hood, W/D, Mini Fridge, 200A Whole House Transfer, Septic Disconnect, 40 Circuit Panel /47 Used Notes: New Two Story Inspector Signature: Date: December 2, 2021 S. Devlin-Cert Electrical Compliance Form ?1 01 1. an 20io pF SQ(/r�ol . � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 l a�0 ��auN�,� BUILDING DEPARTMENT TOWN OF SOUTHOLD pp n f BUILDING DEPT CERTIFICATION TOWN OFsOUTHOLD Date: Building Permit No. Owner: `"\Clco'kl _Zmes (Please print) MACCARONE PLUMBING 10 Sea Cliff Avenue Plumber: Glen Cove,New York 11542 (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. umbers ignature) Sworn to before me this day of 20_ MICHELLE A MATTIA NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6308321 Qualified in Suffolk County Notary Public, J��-a`� County My Commission Expires 07 21-2022 * #so TOWN OF SOUTHOLD BUILDING DE T:r co 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 REMARKS: DATE � C� �iI INSPECTOR OF SOUIyO� 4 & # TOWN OF SOUTHOLD BUILDING EPT. co 765-1802 .- INSPECTION [ - I FOUNDATION 1 ST `[ ] 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 REMARKS: VW,e —F-ot DATE INSPECTOR �r--� l OF SOUT�o6 Li to or(--f 2_� TOWN OF SOUTHOLD BUILDING DEPT.,- CC �O • �O 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 REMARKS: DATE 'L 2 INSPECTOR SOUTy�� , # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [,'.j`FOUNDATION 2ND [ ] 1AISULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL I1f i� [ ] FIREPLACE & CHIMNEY '-' [ ]:-FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION .[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ' ] ELECTRICAL (FINAL) [ ] CODE VIQLATIO [ ] PRE C/O RE RKS. c^ ��S h Soto - bar) DATE Y 9 7WA INSPECTOR OF SOUTyo ----- - - -- --- - -- # TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 . . :1 NSPECTIO [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] `I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL N. [ -] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]° FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 64 [ rz a o/ r DATE INSPECTOR r�� V �O�aUF SOUTyo�o V64- TOWN -OF SOUTHOLD BUILDING DEPT. ^ourm,��`' 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] IN ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL i [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: / 4L4j DATE l INSPECTOR RCHrfECMRE Operating Business Address:1075 Franklinvilfe Rd,Laurel NY 11948 Brooklyn Office:450 95"'St,C9,Brooklyn,NY 11209 LLC Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 December 15,2021 RE: Royalton Row-Lot 4 665 Royalton Row Mattituck, NY 11952 To Whom It May Concern, Based on my inspection at 665 Royalton Row,the thermal barrier and fire protection assembly for the floors were installed per NYS Building Code. Please contact our office if you have any questions. Thank y , Anthony P rtillo, RA,LEED AP nDi s y r�•y JUN 2 2 2022 ED BUILDING Dtl'i. TOWN OF SOUTHOLD 4 bo 14 �- Royalton Row — Lot 4 Tax Map #: 1000-113-07-19.30 Foundation: =T 74 dam i Framing: F y yq. Strapping: w � t 'Ilk w Insulation & Caulking: a �v Md -4� 7k4 r �I - ARCHrrECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 951 St,C9,Brooklyn,NY 11209 uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 C E � W E December 2, 2021 DEC 0.3 2021 BUILDING DEPT. ID RE: Royalton Row-Lot 4 TOWN OF SOUTHOLD 665 Royalton Row Mattituck, NY 11952 To Whom It May Concern, Based on my inspection at 665 Royalton Row,the foundation,framing and strapping, insulation and caulking, and rough plumbing,were all completed and installer per NYS Building Code. Please contact our office if you have any questions. Thank fortillo, ou e"se y, n •.• �l 1 -sl al AnthoRA, LEED AP i Home /The Open Joist BLOC / Choosing a fire®rated solution for single-family floor systems C 3 r` Aro wa k a J A > e Y� e s a s CHOOSING A FIRE-RATED SOLUTION FOR SINGLE- FAMILY FLOOR SYSTEMS By The TRIFRCE Tea October 26, 2020 Whether you're building, renovating or rebuilding a single-family home, your basement floor system has to provide a fire-rated solution. The International Residential Code (IRC) identifies the fire-resistance expected of your floor if a fire breaks out below it. If your floor structI consists of 2" x 10" dimensional lumber, you already have your solution. This is because' Privacy-Terms burn-through rate provides the appropriate margin of safety for home occupants and fire- fighters. In fact, it is the standard against which other, non-dimensional lumber solutions are measured. WHEN USING AN ENGINEERED WOOD FLOOR SYSTEM But, 2 x 10 joists aren't always consistently strong or perfectly straight. This is why more and more builders have been favoring engineered wood joists. These joists have superior strength and precision. You can also space them further apart while providing load capacity equivalent to 2 x 10. Still, each type of engineered wood joist must have a method to comply with the IRC's fire-resistance requirements. Here's a brief rundown of what you have to choose from. PLATED TRUSSES I1 9 .Aa hiQ @i 1 e 3 sok. . i These consist of an assembly of 2 x 6 or 2x 8 members made of dimensional lumber and assembled with light gauge galvanized steel metal plates, usually protected by a zinc-based coating to reduce the risk of rust. For plated trusses to be IRC compliant, a membrane consisting of a 1/2-inch gypsum board or equivalent must be applied to the underside of the floor system. One equivalent can be 5/8-inch wood structural panel, for example. 1-FOISTS Privacy Terms Y r I-joists consist of an OSB or structural panel webbing framed at the top and bottom by laminated veneer or finger-jointed solid wood flange. In much-publicised Underwriter Laboratories tests, this type of product failed quickly in fire tests. It's collapse time was 6 minutes . These types of joists also require a protective membrane below them. This is unless another method of protection that ensures compliance to the IRC is used, such as intumescent paint 1-30ISTS WITH INTUMESCENT PAINT PROTECTION Intumescent paints provide a fire-rated solution by puffing up and providing a barrier between the painted surface and the fire. Manufacturers of this type of product claim compliance with IRC requirements. These paints have the advantage of not requiring additional structural work to the floor system. Some intumescent paints contained harmful chemicals, however. This is why their adoption is not widespread. N'9%�-MDFORCE M 7a OPEN FOIST TRIFORCE® IST ith addition o layer o psum board to their adjustable end, TRIFORCEO joists are compliant to IRC requirements. There are no metal plates that can buckle in the heat of a fire and fall off, causing failure, such as with plated trusses. They have entirely wood structure. The resorcinol adhesive used in their construction has a much higher burning temperature than wood. At temperatures below the charring temperature of wood the glue does not soften loose bonding capacity or break down. Pratecdoni of the sAuMblla paw the joist p oT ' % F panefll `12' 2' 27 p r o- n. 27 TRIFORCE's open web design also allows better lateral heat transfer and heat distribution, reducing the.speed temperature increase at any given point in the floor system. FIND OUT MORE ABOUT OUR FIRE-RATED SOLUTION TRIFORCE is an effective and easy to use fire-rated solution for your floor systems. See our guide! Privacy-Terms F UE' The fire-rued solution IbT untWs te4$WoodflooricellIng " s.++a.vy�,.wa� "- a:v «�. n+rs� ea�n4mnw�vp.R�am aygq+.aaq - :rtnmax+e aaesnwa w�..+se�x,u sa�w.ra.�aa .a ewwr.�weauk✓w'w.� .'_ ��o-www .��..craAct�a�Poat .sawwrne �I. 4. es+am.amwarac aws.s�sa�w�+w�w�nn. � ®t= N NUFORCE. w4 DOWNLOAD THE SPEC GUIDE LP. cy-Terms_ TRIF®RCE° open joist meets IRC floor fire-protection code for unfinished ceilings • Trimmable atone end • Finger jointed - No metal connectors • Made-to-stock • And ail the benefits of an open joist! Al Nz OPb 2 In compliance with Exception 4 to 3'A4� Section R302.13 of the 2015/2018 IRC TRIFORCE'�open joist has been evaluated for equivalent 3/8" x 1" x 15 or 16 gauge staples may be substituted for nails fire-resistant construction to 2-inch-by-10-inch nominal or screws and shall be installed on both faces with two rows of dimension lumber in accordance with Exception 4 to Section staples at 6" o.c. with 2" edge spacing. R302.13 of the 2015/2018 International Residential Code (Section R501.3 of the 2012 International Residential Code��), If cladding cannot be installed using the fastener options above, it may be attached with a %4"to 3/8" bead in a«Z when installed as follow: pattern» of PL400 structural adhesive (or equivalent) per the 1-Floor Sheathing: manufacturer's instructions. Materials and installation shall be in accordance with section Detail A: R503 of the International Residential Code'. TRIFORCE'trimmable end protection 11 2"11 2-TRIFORCEJ open joist: 2" --- Equivalent performance and qualification as Exception 4 is certified in IAPMO UES ER-539. t 3-Trimmable end protection: ; a, TRIFORCE'open joist to be clad with minimum 1/2" unrated 2" gypsum board or 19/32" wood structural panel fully covering 6„ both faces of the 3/8" OSB end panel fastened with 1" nails or 1/2" unrated gypsum board screws at 6" o.c. with 2" edge spacing. See Detail A. or 19/32" wood structural panel z BUILT BY , ry To view the installation in detail, please download the TRIFORCEO Specifier Guide BarrelVe Q at: www.openjoisttriforce.com/fire-eated - 1 Q 1 -800-263-7265 Y�r Fire-Rated Assembly for Unfinished Ceiling . ......� a � r rl TRIFORCE � .�f OPEN JIT ` i • • The fire-rated solution • for unfinished ceiling ° 2015/2018 As concerns grow over fire performance, an increasing number of IRC , states are requiring that first floor framing meets the R302.13 - Fire protection of floors of the 2015/2018 International Residential Codec' (IRC). IPVISHED The 2015/2018 IRC versions, accepted by a majority of states, require that unprotected floor/ceiling assemblies exceed a minimum level of fire resistance to address safety concerns. Before now, the cost of achieving this fire resistance has limited builders to expensive options. With TRIFORCE® open joist, builders can now meet both fire UC1•�.form ,ES performance and quality of floor standards while enjoying an open joist solution. Accredited by the American Based on thorough testing conducted by an approved independent laboratory, and National Standards Institute evaluated and found compliant by Uniform ES, TRIFORCE open joist has demonstrated (ANSI) and the Standards. outstanding fire performance. We are proud to announce that TRIFORCE"open joist Council of Canada '(SCC). has been evaluated for equivalent fire-resistant construction to dimensional lumber or structural composite lumber equal to or greater than 2-inch by 10-inch nominal dimension, in accordance with Exception 4 of Section R302.13 of the 2015/2018 International Residential Code' (equivalent to section R501.3 of the 2012 IRC). V;TM Now builders can again enjoy the benefits of a high quality engineered floorsystem without costs additions such as drywall ceilings or sprinkler systems. See the TRIFORCEI evaluation report at: www.iapmoes.org/Ev.aluation,Reports BUILT BY Barre e Peaceoo Envelope Leakage Test Testing Company: Technician: Name: Aberdeen Building Consulting Name: Matthew Wynne Address: Phone: 631-969-9860 Credentials: HERS Rater Email: 2inspect@optonline.net Building Information: Customer Information: Project ID: 665 Royalton Row Name: Address: 665 Royalton Row Address: Mattituck, NY 11952 Geo-Tag Data: Latitude: Longitude: Timestamp: Measured Leakage: 0.00 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test I D: 1 Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,885.7 (+/- 1.3%) Effective Leakage Area: 100.9 int Building Volume: 0.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient (C): 142.2 (+/- 11.0%) Exponent (n): 0.661 (+/-0.030) Correlation Coefficient: 0.99896 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 66 °F Post Indoor Temp: 66 OF Pre Outdoor Temp: 55 OF Post Outdoor Temp: 55 OF Altitude: 40.0 ft Time Average Period: 30 seconds Test Date and Time: 2021-12-0211:31:14 3000 1 I 1 1 I I • Depressurize — i I 2000- II � aI I Y1 ca aa) 900-- 1—''_ - —_---- - 800 -� 700 -r -- - ' -- -- --?- -'- -I- - i -0 600- 500--- M' —�__� I_i�_i _v___� �_� _[ 400-- 300-- 00---300— I l 1 f I M 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) t � Envelope Leakage Test Test Readings: Target (Pa). Bldg-(Ra). Adj Bldg-(Ea). Fan (Pa)_ Flow (cfm). Config Baseline 3.4 -60.0 -54.3 -56.5 -133.5 2,066.9 Ring A -54.0 -51.2 -53.3 -125.0 2,001.4 Ring A -48.0 -46.9 -49.0 -113.7 1,911.1 Ring A -42.0 -42.0 -44.2 -101.1 1,805.2 Ring A -36.0 -36.1 -38.2 -77.4 1,584.6 Ring A -30.0 -28.7 -30.8 -60.9 1,409.8 Ring A -24.0 -25.2 -27.3 -51.0 1,292.4 Ring A -18.0 -17.9 -20.0 -33.1 1,046.7 Ring A Baseline 0.9 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6771 Calibration Date: 2020-11-06 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.8.0 (206), © 2021 The Energy Conservatory, Inc. Page 2 of 2 Aberdeen Building BClConsulting, Inc PO Box 62 Brightwaters NY 11718 877-492-9800 http://AberdeenBuildingConsulting.com December 2nd, 2021 Air changes per hour calculations page for 665 Royalton Row(Lot#4) Blower door results: 1885.7 CFM50 (cubic feet per minute under 50 pascals) ls`floor conditioned floor area: 2048 sq.ft. 1"floor conditioned volume (9'ceilings): 18,256 cu.ft. 2"d floor conditioned floor area: 1729 sq.ft 2"a floor conditioned volume (including open-to-below and 9' ceilings): 15,712 cu.ft. Attic and vaulted ceiling volume: 5751 cu.ft. Total conditioned volume: 39,718 cu.ft. ACH50 (air changes per hour under 50 pascals pressure CFM50 x 60/Vol)- 2.85 Best regards, n J MATTHEW WYNNE FIELD INSPECTION REPORT DATE = COMMENTS FOUNDATION(IST) ------------ ------------------- FOUNDATION(2ND) . . z �o 6� H ROUGH FRAMING& ►-] PLUMBING ' � W W INSULATION PER N.Y. H STATE ENERGY CODE Al 17 1 0M ,n Oft"t . 1ru FINAL. Inl ADDITIONAL COMMENTS 31 &5-00 1 k ate= " ryR >6 4 -4 b 0 z �o�suFFot,r�oo TOWN OF SOUTHOLD—BUILDING DEPARTMENT w Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT M1 y ld LY1- For Office Use Only { r\ 1 PERMIT NO. Building Inspector: l/bVV +-� L ` —'z• 2021 f I Applications and forms must be filled out in their entirety,.Incomplete applications will not be accepted `.Where the Applicant is not the owner,an Owner's Authorization form(Page 2) Date:1/7/2021 . OWNERS)OF''PROPERTY Name:Constantino Marra SUM#1000-113-07-19.33 Project Address:665 Royalton Row, Mattituck, NY 11952 Phone#:646-343-7400 Email:marirconllc@gmaii.com Mailing Address: 71 15th Avenue, Sea Cliff, NY 11579 CONTACT PERSON Name:Francesca Brennan (AMP Architecture) Mailing Address:1075 Franklinville RD.,_Laurel, NY 11948 __ 4 Phone#:516-214-0160 Email:%rennan@amparchitecture.com DESIGN PROFESSIONAL'INFORMATION Name:Anthony Portillo _ Mailing Address:1075 Franklinville Rd., Laurel-, NY 11.948 Phone#:516-214-0160 Email: aportillo aI amparchitect.com `CONTRACTOR INFORMATION;: NameMarrcon Development Corp Mailing Address:PQ BOX 486 Phone#:646-343-7400 Email:marrconllc@gmail.com DESCRIPTION OF PROPOSED;CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? BYes El No Will excess fill be removed from premises? BYes ❑No 1 ' PROPERTY.I N FORMATION` Existing use of property: \actin} �Q�ide(1 °c J Intended use of property: Zone or use district in which premises is situated Are there any covenants and restrictions with respect-to VU e this property? ❑Yes No IF YES,PROVIDE A COPY. Check 9-ax After Reading: The ownerkontractor/design professional k responsible for ail'drainage and'storm water�ssues,:as piovidediby Chapter 236of the Town Code.APPLICATION It HEREBY MADE to'the Building Department for the issuance ofa-16 Permit pursuant to the,Bu lding Zone Ordinance of theTown of Southold,`Suffofk,County,New York and other applicable Laws,Ordinances or Regulations for the;construchon°of buildings, . additions',alterations or for iemoval or demolition as herein described The applicant agrees to comply with all applicable iaws,'ordinances bwidmg;code; housing code and'regulations and to.admit authorized inspectors on Premises and in buildings)for�necessary inspections FalsestatemeMs made_he eimare punishable as a,class A misdemeanor pursuant to Section 210AS,of the New'-York State:Penal',Law: Application Submitted By(print name): Ffane P-Sca C_ n KIa 0 XQuthorized Agent ❑Owner Signature of Applicant: Cb�it'e'�-dt Date: ;� 'STATE OF NEW YORK) SS- COUNTY OF S4ffo I ) being duly sworn,deposes and says that.(s)he is-the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the_best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 3.day of 20 Q ry Public �.`gSATE p'.,. Deborah Orlowski WT ` Notary Public State of New York: *` - :*€ No.01OR6280M PROPERTY OWNER AUTHORIZAAM"' `': Qualified in Suffolk County ( pp f, Ew yb% r�� Comnusstw Expires 0516120-2-1Where thea licant is not the ownerl ly mol, 1, •6/1 S¢mhi 1lo l d ll66- residing at YZ 15-e, h'VMv-L- at Ac I& lDric 116,7q do hereby authorize � �CfJ��✓l�t-m'e �� to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owners Signature Date i a �L-� I Print Owner's Name 2 l k �o�s�FFot,��o Gym BUILDING DEPARTMENT-Electrical Inspector C* TOWN OF SOUTHOLD oy �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631)765-1802-FAX(631)765-950 Temporary Certificate # I 0 / Date P2 2021 Customer Name 0 Electrician Name �- Address W4U/ Phone 7519!934 e-mail 6L4 1 e-mail 00r CO Phone License# Size 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#F 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 qUs from the date abov Authorized by g1tItT,�k BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 3.1 Town Hall Annex'- 54375 Main Road - PO Box 1179 Southold, .New York 11971-0959 Telephone (631).765=1802 - FAX (Q31)765-950Z . rogerr(aDsoutholdtownny.gov seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7/14/21 .Company Name: 390 Operating Corp Name:Marratime Cap LLC, License No.: 35594=ME email: 390operatingco@' toonl.ine.net , . Phone No 6315890535 ZI request an email copy of Certificate of Compliance Address.: LOT#4 - 655 Royalton Row, Mattituck JOB SITE INFORMATION (All Information Required) Name: Marratime Cap LLC Address: LOT#4 - 665 Royalton Row, Mattituck { Cross Street: . Phone No.: 631'5890535 Bldg.Permit#:-46042. email: 39.0operatingco@optonline.net Tax Map District: 1000 Section: 1 j,"6 Block: 7 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) n .n " Check All That Apply: Is job ready for inspection?: YES '®NO ❑Rough In '❑Final Do you need a Temp Certificate?: ❑✓ YES ❑NOIssued On 7/14/21 Temp Information: (AII information required) Service Size ✓❑1 Ph .❑3 Ph Size: 200 A . .#Meters Old Meter# 0 New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 02 ❑H Frame ❑Pole Work done on Service. Ely ON Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form-2020.xlsx r v\ o^ PERMIT# Address:- Switches ddress:Switches I 1 �1 Outlets G FI's Surface Sconces U C Lts '. . Fans F"•ridge Y.. Exhaust 11' Oven, W/O S.0okes DW Mini c Carbon Micro Generator Combo: w s I Coc3ktop. AC 1 AH Hood Service Jfi �'` � s ave / Amps Ha Used` Special:.. 1,15 ; 4?77 , f s.c�cn Comments: d `Th-'�► r_ �� , 7 Town Hall Annex Telephone(631)765-1802 s 54375 Main Road �. , Fax(631)765-9502 P.O. Box 1179 _ t Southold, NY 11971-0959 �,• BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPECONSTRUCTION. PRE-ENGINEERED i WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ��r2_,-7, ' Owner: Location of Property: ( o(05 19=0 ua don 1ZO W P(SZ Please take notice that the (check applicable line): 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) 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) Floor and roof framing (FR) Signature: Name (persons bmitting this form): my- .on C"Q Capacity(check applicable line): C 4I')'1 Owner _ Owner representative TrussReg15.docx Effective 1/1/2015 GENERAL REGUIREMENTS: LOT COVERAGEELEVATIONS REFERENCE NAVP Icf,5a SITE LAYOUT NOTES: 7 441� Mpw W, 'T' I. The Installer I/A ONTS INSTALLATION 51ANDARD5� I. THIS 15 AN ARCHITECTS SITE PLAN 4 15 J-- -il"V 'j, .r must hold a current Liquid Waste License pursu nt to n Nia M SUBJECT TO VERIFICATION BY A LICENSED or X", Suffolk County Code Chapter 565, Article VII (Se tic Industry ALL OF 7HE FOLLOININO LOTS WITHIN 150' I. Install I/A ONT5 tanks or-cording to manufacturer's recommendations Businesses) through the Suffolk County Department of Labor, Licensing 5UFFOLi< COUNTY TAX LOT NO 1000-115-01-IC1.55 a 7 SURVEYOR. THE INFORMATION U-� C, L and Consumer Affairs, ur5uont to Suffolk. County Code §565-111Thc while conforming with these standard. All applicable, recommendations OF PROPERTY UTILIZE PUBLIC NATER REPRESENTED ON THIS SITE PLAN 15 TO THE Deportment of Labor, Licensing, and Consumer Affairs maintains a list of OR 5HALL UTILIZE PUBLIC NATE rA provided by the an shall be. implemented. ZONE AC -R ONCE ARCHITECT'S BEST OF KNOWLEDGE. Ir % LOT licensed I/A OATS Maintenance Providers. DEVELOPED. 2. The, I/A ONT5 tank shall be installed at level in all directions with a 2. SURVEY INFORMATION k4A5 OBTAINED DESCRIPTION AREA maximum tolerance in any direction of +/one. quarter Inch) on a minimum �2. All I/A ONTS must be registered with the Deportment in accordance COVERAOE FROM A SURVEY DATED SEPTEMBER I 1000-115 -7 Deportment granting certification of completed construction on "05 built" rocks) or pea gravel. -11 5-Inch thick bad of properly leveled and compacted son URRENTL'r VACANT) X with Article lei of the, Suffolk County Sanitary Code prior to the, d (free from 1000-115-7-1q.32 ((, 'S� TOTAL LOT AREA S.F. -Irl-54 (CURRENTLY \/ACANT) 2020 AND PREPARED 5Y: 3 i - I ,, , , 11 '11111"ItAX1111 11 V, plans. 5 5. -I NK < PETER A. OROBEN t7 • Uj SUBJECT PROPERTY X"KI, �K 14 5. I/A ONT5 Tanks shall be provided with a single, outlet. A distribution 1000-115-1-1cf-55 (CURREN7L`( \/A(fANT) go Ap W 5. An executed Operation and Maintenance Contract between the000 113 N.Y. STATE LAND SURVEYOR q 3� O,K� box/manhole or distribution leaching Structure may be required for all PROF. HOUSE v4/ GARAGE S.F. C (CURRENTLY \/Ar-,ANT) LIC. Deportment prior to approval of the I/A OV4T5 registration by the 1000-115-1-Iol-5al (CURRENTLY VACANT 04A LAND SURVEYING INC. Maintenance Provider and Property owner must be submitted to the systems HIth multiple leaching Structures unless on alternative design is j kc approved by the. Deportment. FROP. PAT105/FOROH e,04.5 S.F. 2.6% mo V\Al,�,�� : Deportment in accordance with Article IcI of the Suffolk County N-" U: IL q', 0. k 4 RIDOE, NY 110161 P.O. BOX '704 N it Sanitary Code. 4. The top of the, I/A OATS tank Shall not be located greater than 2.5 5416.4 S.F. TOTAL AREA OF ALL STRUCTURES 11.0% feet or less than one, foot below final grade. >N LL (651) &401-4-150 fl) r 1r17 M, on A X -jos! access openings to grade located over the inlet and outlet. Covers 'ET q I d operotion/molintanance, service. contract. After the initial 5-yeor 5. At a minimum, all 5ompling manholes shall have 20-Inch covered I� A "N r 4. All installed I/A ONT5 ore, required to have on initial 5-year warranty a MAXIMUM COVERAOE ALLONED 20% A operation and mointenonce, Service contract has expired, property W, 61 -otion and maintenance sholl be either 20-Inch diameter watertight and Insect-proof looking NOTE: owners are expected to maintain on operdz a �0 k"I 1--2,�4-f- I i;o -;k4 sholl be, designed in accordance with Section 5-111 of this Standard. MAP #: 5610500451H i 7 Code. YOUNG 4 YOUNGSEPT. 25, 200al • 4 MAP DATE g 5. Man on I/A ONTS requires a vent, the unit shall be vented to the 6. Men sampling manholes are approved to be, installed in a driveway FLOOD ZONE: X SEf cast Iran covers or thermoplastic covers at final grade. All covers contract in accordance with Article Iq of the Suffolk County Sanitary 04.04.2016 I. FLOOD MAP DATA FROM F.E.M.A.: TEST HOLE DATA 400 05TRA1,0EIR,AVENUE roof of the, residence being served. Vent pipes shall extend a minimum or parking area, the manhole shall be, designed to be traffic bearing to RIVERHEAD,NY 11901 of & Inches above the roof line and the, top of the vent shall have a meet the requirements of AA5HTO H-20 or HS-20 loading. 651,129,2505 minimum horizontal separation of 12 Inches to the. sloped portion of the 2. 51TE PROTECTION/SILT FENCING TO BE AERIAL PHOTO roof. In cases where it is not practical to vent the system to the 1. The outlet invert elevation Shall be a minimum of 0.1 foot below the INSTALLED AS REQUIRED BY 5OUTHOLD residence roof,a vent pipe may be, piped to the exterior of the inlet invert elevation. TOWN. residence and terminate a minimum of 195 Inches above grade and at 05, SCALE: NTS least I foot from property lines. These, vent pipes Shall be located a a. Sampling manholes Shall have an Inside diameter of 2 feet or on 5. NO SURFACE WATERS OR WETLANDS ARE minimum of 5 feet from any window or doorway and must termirote with a Inside area of 2 foot by 2 foot. carbon filter device. All vent pipes must have a minimum diameter of 2 SILTY SAND LOCATED WITHIN 300' OF THE PROPERTY. W Inches. cl. There shall be a maximum retention depth below the outlet invert LOAMY elevation of Six Inches. 6. Installation and use of the I/A ONT5 must conform to the SUBDIVISION INFORMATION: Department's approved I/A ONT5 guidance document prepared In 10. All sewer pipe penetrations in the Sampling manhole shall be 5.01 accordance with the Standards for "Approval and Management of '51.8DIV1510N MAP ESTATES AT R0'rALTON' watertight. W Innovative and Alternative Onsite Wastewater Treatment Systems." LOT 4 ELECTRICAL REQUIREMENTS: MAP NO. 12105 MINIMUM DESIGN REQUIREMENTS: FILED FEBRUARY 22, 2015 -j Control Panels .j I. I/A ONT5 tanks Shall be constructed of precast concrete, fiberglass, I. The control panel box must be placed outside on a suitable pedestal polyethylenc,polyprolaglene, thermoplastics, or other materials In near the structure that it serves. Alternatively, the panel box may be, accordance with Deportment standards and IONYORR, Appendix "15-A. mounted on on outside wall of the structure (Preferable, a utility room, The use, of Steel tanks 15 prohibited. and not a living space.). Other locations for mounting the panel box will SAND 4 GRAVEL be, considered by the Department on a 2. When an I/A ONT5 requires a septic tank for pretreatment the septic. basis and with I/A ONT5 manufacturer approval. tank shall be Suffolk County Department of Health Services 12/241/11 Pogo 15-7 designed in accordance with sections 5-101 and 5-104 of this :2. The name of the. I/A ONT5 04M Provider must be clearly identified standard. on the outside of the panel and Include, a phone number to contact in rose of alarm. 5. Unless otherwise 5pacifled, the leaching structure/system that follows on I/A ONT5 shall be designed in accordance with section 5-101 and 5. Exterior panel placement enables the system to be, serviced at any 5-110 of this standard. tlma, eliminating the need to access the inside of the building. ITT'- RESIDENTIAL VACANT LAND 4. At a minimum, all I/A ONT5 treatment tanks shall have 20-Inch 4. The te anal box must be, within view of the. system location to help COMMINTS. NO NATER EW-OUNTERJM (TOWN OF SOUTHOLD OPEN SPACE) operation and maintenance. covered access openings to grade located over the, Inlet and outlet. facilitate Covers shall be either :20-Inch diameter watertight and Insect-proof 5. The control panel Shall be placed at a comfortable height for locking cost iron covers or thermoplastic. covers at final grade. All access In accordance with Federal Emergency Management Agency covers and chimneys/risers Shall be designed in accordance with Section (FEMA) flood zone requirements. 5-111 of this standard. 5. When a I/A OkqTS 15 approved to be Installed In a driveway or (NEMA) 4X specifications. LINE 6. The panel Shall meet National Electrical Manufacturers Assoc-lotion ........... . ....... parking area, the unit shall be designed and/or Installed to withstand H5-20 or H-20 loading as designated by AA5HTO. *7. All below grade wiring must be run in electrical conduit. The conduit must have appropriate seals to prevent gases and moisture from 6. Garbage grinders shall not be permitted when on I/A ONTS is utilized reaching the, control panel or junction boxes. 09 means of 5CHOge disposal. 5. Each system shall be equipped with a functioning warning system which -T. Water softeners shall not discharge Into on VA ONTS and the will activate audible and visual alarms that can be, readily seen and EL. 495.44' Department recommends water Softener backwash be connected to an heard by the occupants of the, building Served. The, Department onsite drywell acceptable to Town or Village building Departments. recommends a telemetry device be. Installed to provide immediate remote b. I/A ONT5 tanks Shall be watertight and constructed of round and agreementalarm notification to the, OW provider covered by the, OW. EL. 46.2ci' durable materials that are, not Subject to excessive corrosion or decay. 41. Systems v4hlch are not designed to flow by gravity are recommended to be, equipped with a control panel with means of connecting a 01. All tanks must be watertight. Two methods of ensuring tanks are portable, generator to operate, the system during a power outage. watertight shall be either vacuum testing or water pressure testing methods as follows: FUMF15, BLOWERS, LEVEL 5EN5OR5, AND CONTROLS: 0 10. Vacuum testing: Seal the, empty tank and apply a vacuum to four (4) I. The electrical junction box serving the pump motor and floats must be t< Inches(100mm) of mercury. The, tank is approved If c`10% of vacuum Is watertight and located outside the I/A ONT5 tank chamber. held for two minutes. 2. Any blowers located outside of the I/A OPqT5 unit must be placed on 11. Hater testing: Seal tank;fill tank with i,4otar to outlet Invert a pad Suffolk County Department of Health Sorvlrem 12/241/11 Page 1 45 elevation, let stand for 24 hours. Refill the tank to the outlet Invert (concrete, plastic or fiberglass) and have a soundproof encloeure after the 24-hour period is complete. Let the tank stand for on cover. additional 10-hour period. The tank 15 approved if water level is held for the 10-hour period. Water pressure testing Is recommended to be 5. All pumps and float trees must be accessible and servir-caLla from done onsite after installation. access openings. I/A OkqTS TANK CONSTRUCTION MATERIAL REQUIREMENTS: 4. The floats shall be attached to a Schedule- 40 PVC float tree that can be easily removed for service, or adjustment. The floats shall not 1PROF. be, attached to the force mals. 1. Reinforced concrete Shall have, a minimum compressive Strength of PATIO Z 5,000 pounds per square inch (psi) at 2b-clays set. 5. The Deportment shall observe the pump system operate, through a LU normal operating cycle. 2. Wall thickness Shall be a minimum of three inches unless the design 0 has been r-ortlFled by a New York Licensed Professional Engineer as b.inspaction for leakage of the force main fittings will be made during complying with all appropriate requirements for thin wall construction. All the pump test procedure. 2T PROF. walls, bottom and top Shall contain reinforcing to resist an applied force of 500 pounds per square foot (psf). q q' PATIO iii j 7.6 :25' 1- 1 5. Pre-cast concrete sections Shall be Scaled with one (1) Inch butyl rubber joint sealant which conforms to A57M 0-11c[0. 4. All sewer pipes Shall penetrate, the vertical sidewall of the tank andW Shall be Scaled with grout or other means acceptable to the W 1 1 Deportment Such as watertight Scaled flexible,joint and the pipe PROPOSED 2 STRY gasket fastened to the pipe with stoinleSs steel retractable clomp(s). FR. DWELLING -4 $ 5. All joints Shall be sealed so that the tank is watertight. See section 0 GARAGE Z E D A,/;,;(% -A 5-7A 1 (4 BEDROOMS) X 5-114, E3.10. Tanks that ore, cost in place require prior approval from the 0 F.F. EL. 46.5' -4 P Deportment and must be certified by a Licensed Professional Engineer. At a minimum, the floor and walls of a concrete tank must beOAR. EL. 45.0' V monolithically poured. f) - NEW SERVICE PRO > 00 CONTROL CENTER < 6. Whenever practIcal, concrete I/A ONT5 Shall not be located within 0 Oe groundwater. For installations that are placed within groundwater, the Q 5)--j Q (PRE-WIRED) > bottom and 51cla portions,up to 195 Inches, above not 9 I-Vrecorcladlexpected groundwater elevation, of the IA ONT5 6nit Shall 0- 25.6cable, the 1:2.-:1' 1-7.4- bemonolithiy constructed. In coses where this Is proct 03 7 4 fJ�j VA OP4TS unit Shall be water-proofed up to 15 Inches above the highest PROF. 47.3' and leak tested .a ensure PORCH NEW SANITARY LINE recorded /expected groundwater elevation HOUSE CONNECTION tightness prior to operation. NEK 7. In cases when concrete tanks are installed In groundwater,the design professional shall submit buoyancy calculations to prove the Height of the tank (with or without anchoring or the addition of ballast) NIII be, at PROF. least 1.5 times more than the weight of the water displaced. The PROJECT: DRIVEKAY buoyancy calculations Shall be done using highest expected/recorciccl Pr-OP. WALKWAY groundwater elevation with the tank ampl;q. Soil cover on top of the tank(5) Shall not be considered when cict--rmining the, amount of ROYALTON ROW anchoring or ballast weight required. VENT TO ROOF 0 NEW NORKECO 51NOULAIR LOT 4 (S' BIO-KINETIC WASTEWATER 10 �,- . 11�,� Z TREATMENT SYSTEM MODEL 4� il) i X TNT-600 OPV 10- /FROF. 2 NEPq :21 PROF. KATER MIN.--I E.F. MIN. L.P. SUFFOL< C110UNT)"' HEALTH 1".)EFARTMENT AFFROVAL SUPPLY LINE COX NECK ROAD NECON 20"0 FOLYLOK MATTITUCK, NY 11952 V15T. BOX NEW DRAWING TITLE: Win:...,. . .. �-V MIN. SITE � - PLAN 17 0 NATER PROPOSED I/A OVVTS METER EL. 45.60' F Ilk- 17 4 o F I I if oVif% U0 V C L I NE• VAn, PAGE: 1(56-441 AVOW& rMllk oi, HEALTH SERVICES EL. 40.70' SUFFOLK COUNTY 01""PARTMi I 'm PER1111T FOR AP?FROVAL OF CONSTIRUC FS CTMm Fori A 1 To caX Ross I N G1-1Z FA.I.,H L11 ;i`.,, 0 N LY L . ........ RO",�rALTON RON D DATE: 11/03/20 :1 OF 2 %T" APPROV'"m FOR MAX111-11W-11 OF u.bnvms 0 5 10 20 50 40 50 F11 71 IP��4 E; P11 R r-S T H R E E Y E A rl I F R 0 M D E-0 F A P P P OV A L 5 1 TE FLAN ORAPHIC,51:;ALE SCALE: 1 15'-011 Ue L CONTROL CENTER 8 WIRING DIAGRAM NOTE MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE CONSULTED WHEN INSTALLING THE NORWECO CONTROL CENTER CONSUL AND 1;1 c: TIME CLOCK SERVICE PRO* 'MONITORING, COMPLIANCE, AND DIAGNOSTIC' (MGD) AND "' _ INNOVATIVE 3 ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM(I/A OWT5) LEAGHIN6 POOLS(2) KNOB CONTROL CENTER TELEMETRY FUNCTIONS. DIAGRAMS SHOWN REPRESENT DOCUMENTATION , j READILY AVAILABLE FROM MANUFACTURER. INSTALLER SHALL CONSULTeq I. I/A.OWTS SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 550 GPD(5 BEDROOMS). I. MINIMUM LEAGHIN6 SYSTEM FORA 5"BEDROOM HOUSE IS 400 FTS 51DEWALL LEAGHIN6 AREA. M05T UP—TO—DATE MATERIALS PROVIDED BY MANUFACTURER $ ENSURE (Y'! PROPOSED NORI^>FGO"SIN6ULAIR BIO–KINETIC,WASTEWATER TREATMENT SYSTEM MODEL (2)&0 x&EFFECTIVE DEPTH LEAGHIN6 POOLS PROVIDE 400 FT2 LEAGHIN6 AREA "— —w INSTALLATION IS IN COMPLIANCE w/ ALL MANUFACTURER SPECIFICATIONS, ti 1 U TNT-600 GPD"PROVIDES 600 GPD TREATMENT CAPACITY. (I)8'A x 8'EFFECTIVE DEPTH LEAGHIN6 POOL PROPOSED FOR 5096 EXPANSION NATIONAL ELECTRICAL CODE, AND APPLICABLE LOCAL CODES. 2. INSTALL ALL COMPONENTS AS PER MANU.SPECS. 2. LEAGHIN6 POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL). LIGHT •_ L!. 5. A 10'MIN.DISTANCE BETWEEN THE I/A OWTS AND BUILDING WITH CELLAR/BASEMENT SHALL 5. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). MAINTAINED,OR 5'MIN.DI5TANGE IF BUILDING IS UPON A SLAB. • --� [-,- BE 4. A 10'MIN.DISTANCE BETWEEN LEAGHIN6 POOLS AND WATER LINES SHALL BE MAINTAINED. 4. A V MIN.DISTANCE BETWEEN THE I/A OWT5 AND DIST.BOX SHALL BE MAINTAINED. 5. AN&MIN.DISTANCE BETWEEN ALL LEAGHIN6 POOLS AND SEPTIC TANK SHALL BE MAINTAINED. RESET –ALTHOUGH ONLY 4 BEDROOMS EXIST AMONG THE PROPOSED BUILDIN65,SYSTEM SHALL BE • _ALTHOUGH ONLY 4 BEDROOMS EXIST AMONG THE PROPOSED BUILDIN65,SYSTEM SHALL BE BUTTON 0 DESIGNED TO A 5 BEDROOM CAPACITY. DESIGNED TO A 5 BEDROOM CAPACITY. PROP.(4)BEDROOM O WWW.SERVICEPROMCD.COM O DWELL I N6 �-1PROVIDE NEW NORWECO 51N&ULAIR SECONDARY SAFETY BIO-KINETIC WASTEWATER POWER SWITCH ON NORWECO,IN . NORWALK,OHIO F.F.EL•46.8' GONERS BENEATH EACH TREATEMENT SYSTEM U.S.A. PRIMARY COVER(TYP) MODEL TNT-600 OPD POLYLOK 20"D-BOX w/SECURITY GRATE(BAFFLE REQ'D IF INLET OFF z z GO AVG.GRADE El_ = 44.8 "` r' PITCH EXCEEDS PER FOOT) 5%MAXIMUM SLOPE Q G.O. MIN.4"DIA. I'MIN.[µ I* e ago 4" SDR 35 PVC, 2s'MAx. krk: �11Itil h! Mlnx." 4 SERVICE PROS CONTROL CENTER R EQUIV. -y;l: ►,v 1 MIN.4"DIA. MIN.4"DIA. � . I- OR Y FI _ SDR 35 PVC, ,. .. iv- SDR 35 PVC,OR .. MIN.PITCH ":I EQUIVALENT y f J �''117[= EQUIVALENT - 1ki ' r MIN.PITCH I' STANDAi�D SEfi��ll OE FRO OON7ROL OEN7ER (FRE-AIRED) Lu j"' FLOW LINE MIN.PITCH J":I' Q — — — : l SCALE: NT5 (PROVIDE END GAP TYPE LEVELING !, NEW B°'5EMENT DEVICES AT OUTLETS)`' '' ', LEAGHIN6 POOL ] W D , — — — — „r_:_ . . _.— .e. 14<< ` Y a PROVIDE 12”THK. 4 1_- - IND OR PEA V AUX1 RELAY AUX2 RELAY FEMALE PHONE OR SA 6RAVEL BENEATH O FEGT[ON INPUT INPUT NETWORK JACK D n "� o DISTRIBUTION BOX . D151NS�Eh4 . l .. , cc SERVICE PRI,? sY AUX3 RELAY Au i"' auxzf" auxs Q CONTROL CENTER INPUT Err° REPLACE EXIST.SOIL �v rk—AY. RtCAi-i ' AUX1 O ®AUN,® I I AUN2® I I ®Ux3® I 0 ' /WT/ PM�NE�R w/3'GLEAN SAND L———J L _ Nenr�n<.Acn COLLAR SURROUNDING O norxvca DISSOLJED VOLTAGE LP WHERE EXIST.SANDINPUT 3 GRAVEL(SP/SW) 4_ Q/ OXYGEN u NETWORK CABLE x m z m , .. ,......:.., LAYER NOT PRESENT �r — tai = m a A 11 DENT AUX2 Au®I o ,e AUX1 RELAY EFPUMF v=� �� INPUTJUMPER NETMALORKPLUG HONE OR VOLTAGE n NETWORK PLUG I /A ON IT`/'�� INPUT ® a JR - =a Oi�OSD / ` 01 1 I ✓ DETAIL O WWW°SERVICEPROMCD.COM O )AM HONE OR SCALE: NTS AUX2 RELAY ON _ - INPUT JUMPER NORW LK, INC. /, �` PO VAC TO NORWALK,OHIO `C�ti��/))//) AUX3 POWER SINGULAR U.S.A. OFF VOLTAGE AUX3 RELAY SUPPLY AERATOR INPUT INPUTJUMPER BLACK 2 Z BLACK WHITE WHITE -- _._ �_�___..__._� -------- _._...__.._..... -- -- ......._..._..--...- _.___...............__....__..__..__._....._..........._._._._...................._................._......_. GREEN2 j GREEN I MODELTNTCONTROLCENTER SLATE LE OTHER STOPPER PL' CSP, WITH AUXILIARY ALARM LABELS WIRING DIAGRAM AUXILIARY ALARM INPUTSEND PLOG I STOPPER OR SUITABLE OVER '----�` ENG PL.l1G SERV I OE FRO CONTROL CENTER w/ OPTIONAL MGD I$ TELEMETRY FUNCTIONS W IW, SCALE: NTS j SE'D'ER PIPE � > 45' EL804'S 30' ELBOW -7F I 45- ELBOW 60- WYE ALTERNATE "A" ALTERNATE "B" CLEANOUT' DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC I I I IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION OLEAN-OUT (O.O.) DETAIL W SCALE: NTS 0 I I Q I O w •_ MAR C�. 20L 9 t.i PROJECT: ROYALTON ROW LOT 4 SUFFOLK COUNTY HEALTH DEFARTMENT /4FFROVAL COX NECK ROAD MATTITUCK, NY 11952 DRAWING TITLE: PROPOSED I/A OWTS DETAIL WIRING DIAGRAMS PAGE: S V-200 DATE: 11/03/20 2 OF 2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR P SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES Or THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIONEESOF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNFRS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, Naw York Ilci01 tel. 631.721.2303 fax. 631.727.0144 �i admin@youngengineering.com m� M 4v( 4 DA N Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert G. Tost, Architect Robert Stromski, Architect 51 TE DATA AREA = 51,157 50. FT. SUBDIVISION - ''ESTATES OF ROYALTON" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB. 22, 2015 AS FILE NO. 12105. SS O ops r r S> 63�\ 8� a .GLS' R=574.63' � 0 �S I 0 ' L=4ci.47' - g w � _ I Irj 0r a 0 ��\0�0 �� \\g\9`. \ � 5URVEYOR'S CERTIFICATION Cl C, M N X9.5 7.3 TV w- mn ' * WE HEREBY CERTIFY TO MARRATIME CAPITAL, LLC THAT �I w� rp ��a' ry hg, --___f8g, N I THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF N / ' FogTro� r 0 A550CIATION OF CTICE FOR PROFESSIONAL LAND SURVEYORS.OPTED BY THE W YORK STATE \♦ Imp Lot 4 n 33.r' ro .N OF W Y�'1 Subdivision - ,PF .� y0G M "Estates of Royalton" -Q 9) U ,.,s:.�j.,Ar to a; _ 1s Sl- m h'S HOWARD K YOUN(5, N.Y. L.S. NO. 58x3 SFO LAND c� ` � r r o ' I i x,363 SURVEY FOR r )Nss MARRAT I ME CAPITAL, LLC R=100.00' LOT 4 "ESTATE5 AT ROYALTON" Lot 13 L=3.65' \ �zst pleb oil-s/on _ �. at Mattituck, Town of Southold Royalton„ \ 5uffolk County, New York N N FOUNDATION LOCATION 5URVE`r N O County Tax Map District 1000 Section 115 Block 07 Lot Ir-1.40 0 FIELD SURVEY COMPLETED MAY 13, 2021 a MAP PREPARED MAY I8, 2021 Record of Revisions REVISION DATE ll l- it I. gene+ . LEGEND s GMF = CONCRETE MONUMENT FOUND T01INN OF SOG TrTC.)I_r) a GMS = CONCRETE MONUMENT SET o WSF = WOOD STAKE FOUND m N55 = WOOD STAKE SET 40 0 20 40 80 120 • = END OF DIRECTION/DISTANCE Scale: 1" = 40' Cil JOB NO. 2021-0130 DWG, 2003_0313_0004_2021_0130_foundation_loc. I OF I I.Tho Mtan«mete hold a wrap!Llq.m weto uw„..wrwwt eo Va aw1v wr.>`AnDN L07�GOVERAGE' 7 ' 9wrolk Code OMptar 585,Mtbb VII(9optic IrdvaMy �.-4 ? - ,;I -ELEVATIONS REFERENCE NAVD IgHB SITE 21U- loco-115-01-1-133 rr N r _ E:Dinoese�Ui-ouM rho 5urfolk GOMIy peparlm°ne oP Lab«,Lleorotrg I.Irmtnll I/A oWIS laNcD ding W mmlvP,ichrer°roeommmd°tlom SUFFOLK COUNTY TAX LOT NO. I 1000- I.THIS I-5/W A CT5 SITE PLAN 6 IS ISOMER o.d ta+avmer Af abs, t to Ik G°vnwW Code 4565-'19TH while earJa nmg wph orae eto-dord.All Ill-lad. recommetHatlon _ ___ 113-07 1933 ALL OF THE FOLLOWING LOT'S WITHIN 150' `-�SGT TO VERIFICATION BY A LILENSED DaporUnarlt or tebw, Iwneon.g,m,e Gonamwr AHon mamraro a int or provwed try eho mavdach.er erwn I»krplemen:ed. OF PROF ERT' UTILIZE PUBLIC WATER SUR`rEYOR THE INFORMATION 2.All 1 I/A OW15 Mamtenmwo Fe+lee.e. I'_ -- _-- AC .- - OR SHALL UTILIZE FVBLIG WATER ONCE REFRESENTED ON THI5 51TE PLAN 15 TO THE BV{ ].Tho I/A OWf9 torte shall bo Mrallotl at duel m ail tlYwtbro(wW a i�T-0NE `_._.---^.-^ - _{ ].All I/A oYtiS nv+at b0 racq9tt roved.ctrl rho Dapartmonp m aeeo-darwe mvxeraen dol«awe m ory Zgw of al oro quart«IneN on a mm.am -� - _ ~` �� __;__ - DEVELOPED. ARGHITEGT5 BEST OF p10WLEDGE. ® ®��®®�� Eh Artbb I9 or Uw 5ulfolk oamly la Code Prl«!o pw �)Worck bed of prap«ly levered ob ce s=ad sono epee prom I DESCRIPTION 1 AREA �%LOT 1 PI pwNnnt gantlny eerpfkatlon or eoepbtea wrofncpm on•m a,nt• roc pea gavel. `_�--..- - - ---I --_ ._ COVERAGE f 2.SURVEY INFORMATION WA5 OBTAINED TOTAL LOT AREA f 31157,0 5F 1000-113-T-1932(CURRENTLY VACANT) FROM A SURVEY DATED SEPTEFIDER R, s.M exaartaa opp«a Hen ab Mamtewnw GonVwt botween Sha 9.I/A oWNS rwke shoo bo ded with a emgle oatlel.A mD42upm '--w--- -- --- _ - _ IOOO-I I9-7-19.34(CURRENTLY VACANT) 2020 AND PREPARED BY: Malntenanc0 W'rovber ad Prope,ty owaor t be wtmitted to U,o bpt-a , «aletrxaltlan Iwchtg errvcbao ircy 6e req o-etl rcr an PROP.HOUSE w/GARAGE~ ! _'2,611.9 S.F._' _- �H.4% ! IOOO-113-7-Ig35(CURRENTLY VACANT) PETER A 6ROBEN ® ® ®Y e,�ye✓� Doparrma,s prl«to app-o..al of Un va overs rogntraeral ty mo �terie orfs mulelplo leadnng atrvcwee unle,a a•,almrwcNe eeelg^Is ---. 1000-113-7-1988(CURRENTLY VACANT) Kr.STATE LAND slmvEYOR e, by wpmtmen. -----_ Ooporwant m aeearaoroe wch Article I9 of the a..uRalk 0O1e1hJ approved tlw PROP.PATIOS/PORCH I�-��`- .". • .._ _._', __ 8045 S.P. 2b% f 1000-113-7=1939(CU LIG..O3086q UB-POT FROPERTY Bantary Lode. 4.Tor top of Uro VA OW19 folk shall rot to betted goat«thm]9 --.' �- - -- _ _ RRENTLY VACANT) 64A LAND SURVEYING INC. 4.All Mlatbd VA OhT9 ore raqured to have m wtlai 9-yew warordy Iwt«bac Stu.oee loot bebw rtwl gets, TOTAL AREq pF ALL STRUCTURES 5_41 .4 S.F. --II.D% PA.BOX 104 ---- - --.72j% _ _ . _ RIDGE,NY 11961 a,d operotkm/maw rcvwo serviw contract.Alt«the wtbl 5-y 5.At a mmorun,ail oary+leg maN:oloa shall havo]o-enh ewared MAXIMUM COVERAGE ALLOYED=20% ROSE, 849-4750 atbn ab mtarrwce eeMca contract het expted,property aponmga W grad°ImoWd over W Inlet ab ovtlOL COVcn __ _ aee�OW mabltaN an oper°CI°f1 mid matlteexmee �Ygll b0 alther]Pircn dlarbter watorLlght art HaeGt-proof lac tract H d wth Maclo 19 oP the 5u/ioik Ownty Santay t mal cev fh«maplmtlG covers at fhal Bode,All coven FFEKCINe Dodo, droll M dee tl N aeeordahe with eectbn S- wdaon 19ne III of Wa etardord. gEr ova-e.ATA MAP DATA FROM FEMA., , 5.Men m VA oWT9 regvYoe a t,da vl!dell fro vented to the � ' roof of tle roaberce btW served.Vorrt pipes shall d F-t a mhrleGm 6'1'iwar Darpleg mDnlnfeo o-°�pwed b be Mtallod m ,3E SEPT.25, W 6-1..above w roorlow aria the top f Cor vont exon havo a °r Pwkmg o-eo,the moewlo�halll be doalgrwd to be tralrlc bvoreig W R ATE,SEPT.ZIN 5,2009 mmbem horL•odal aepo-dtbn o/D Yaba to the eloped porlbn of fhe t eha regvtamerrb of AA9HT0 Hoa ar Itl-]O IoadSlg. D ZONE,X r�.m ween Nh«e R h rot practlwl to vorR rho syabm to W 7.Tb outlet mveW olevopon shall be a mmmaml of O.I foot laelow the m= r ben`°rml,o vaM pee m0.1 be pged to the°"` of"" mlot invert OTEGTIC"ILT FENCING TO BE AERIAL PHOTO er.-,,.-old t«mmate a mmm.m b IB HchoD above ggado and at ED AS REQUIRED BY SOOT WIm ! logit Pranpprty Imes ( tlaoloe shall novo m hobo Elarater o1 3/eeL w on eP 5 feet from ary wmdor. J snamMbMN a Mbe ova°of]po! 2 Iool.devke.All vont pipes moat novo a mhTtllAGE WATERS OR YE7LANp5 ARENTS 9.Thera dell be a maxY,.nrr ratantbn dapN below the ovtbt eH WITHIN 500'OF piET PROPERTY. B.MUallalbn orb vso of the VA OWtS mint eoMerm fe pre elcvatbn or elx IaAca, boomTHE DCPmYmerlb approved I/A OWNS 3rbmwa daemon!prcpwod m la.All er pipe pcntratmm h the eanplmg madnle droll bo _ W doer n11 etodarQa I«•Ppprwel mtl ManagOment of wat°rtkjd. SUBDIVISION INFORMATION w IrrovatNo and AltornOtNe Orrepe hl atewator Treplment 9yeteme.° 51/BDIVISION MAP ESTCC ATES AT ROYALTON' MINIM ISN - Re.'-- !AT 4 U I.I/A OWF ta,kD shall ba eomWctad of Lodrol Prvnle MAP NO.12105 W preemt wncroto,rnmrglme, I.The control Ibex twos bo loc°d avlabe on a euitcble petleatal FILED FEBRUARY 22,201H H U pamiyopglaropolgvopylaro,wrmoplaaUce,or opwr mabrlola m naw Uw atrvepre that It aervee AltematNei rho caws MN Deportment etW dD ab IONYCRR AppeMG T9-A mamtee m rn oubbe wall 01 Me.tnwtva(y panl box may M Trw sae m steel conk,n prohextea preforabie a etlney room, witl rot a Meg epacel.OMOr Iecatlane f«mantmg tFn po-el box wpl = J ed � J 2.Ye,on w VA aWr9 req,e-m a Dapte carat par o-eatmrne nra.a els t''°Gar,dmr by the Depwemc^e on a amefj-orae baa.am wlu vA •°A^"� Q lank droll be SAlelk covey papupm,t l,IbaM ESM•I]/a4T P OWLS aaNmtver ry.provdl. `d eelged m aecerdamo wIN ewtbm 9-101 mw 9-104 0l th:e ].The rgne°/tb 1/A OhTS O.M ProNder mwt be gib«ly Wantlfbd on tb outabe of the pawl ad Mlvtle a phoro-lbar to contact m 9.I/A 0 ofherwne apmlo d W IeacMrg sinews/ayet°m tfut/ollowa cane oP alarm. 9-110 00.eta o-Ooalgrom wcwdmao wIN Dwpen 5-101 art 9.Exterwr pawl III—enobim Ne I,,—to be eervked at ary lero,elenttat Un rood to occeea W Mid°01 Ne Wlldmq na 4.At Q=all I/A OWNS treatment taNu doll Ynvo]O-InGtr 4•ThOta�bast mnt be wtthm New°P w Dyatem bcopon[o Irolp RESIDENTIAL VACANT LAW orad acceaD opening to ode bwfetl ovor the mist atl wtlel. faciii operctwn and momtarawo. cow arm,an in n ew.aw,vm (TOWN ID 5TIAL I.D OPEN AW Owen ebll faa°Itnar 9'o-McF dl®neter waeerllghe and eooGt-proofcon=1 pawl eMll bo pl°eod at a Gcm!«table h°Ige f« Ickmg Gmt mm Govan or thwwrplmtb cware at Pewl grade.All m aGG«dmieo wM federal Emergency Maggemenc A°°ncy orb chhmeyehhere droll be deelgrod m oGGareaxa W W sectbn °C(Fbi°.°{p�flood para rogvmelrwnb. s-m a ova�tandad. 5.Mon a I/A OWTS la opprwatl!°W Wtalled m a blveway w 1w 'h-1 mist Natlerral elaao-lc°l Man,rocturon Aa.ocbtbn _PROP_ERTY LINE L w enrz.hau bo sea awor Mwuoa m wlwtand epw Go °]ogo�H-io loadug m malg+ed°dlxj,nASNro. T.All bolow gods wmug innt bo rua m olecWrd corktilt.Tn cmdult _ _ �O1.g 6.O�awbago gomrn atoll rot bo permitted when m I/A DWT)h Yelped =t hdYo cpproprbt0 awh. m d sewage dspoecl. Gnmg the Gadrol pcnl w Jantbn boxes. 7.Ybter soltenen an°II not afl-g-ge k1ta of I/A OW15 ab Lhe B.Each eyetam snail be egvippad wiN p A.wtlanmg worno+g sy.tam which :/C/ Daepwtment roeommentla avatar mPteror backwash b°1-tad to an III mtNate malblo rod vbval alorms rho!cmr be reatllly Doerr orw 100' \ 1 m ne drywall acccptabld to Town or MII°ge wIldmg Deportmente. Near by tfw wrupo-b oP she Wilding saved.The Dep«tenon! R rba a telemetry daNce bo malallod to prwldo Immetllab '\` 6.I/A OW19!oyes shall ba watorligh!a,e eoratrveNd d aoaltl ab pomata claret rotlfkotim to rho ODM Frwbar Goverad by the ODM I/A malerlala tbt«°rot eWbc!to oxcamko corroskm or wywment, 46 y dOL�' 9.5ysrarm wnkh we rnt dealgned!o riew Fnj govRyG a rocortmeroea w 9.All tatF>mnt be wat«tkJrt.Two mettmda of ensvmg loco ore to M equipped with o Gmtral panel with moan ar Gthg o /M watartlgh!dgll be e1Mer vaeam tdatmg w rmbr prmawe teatmg portabb gerorotor W op«ate the eyelom during a powor ovtoae. I (y 1 •I I merMaa m lonawa, ,-, _� A I I 10.V=teatmg,Seal tho empty tank and apply a vacmn to four(41 I.The oloctrlwl Jrmctlon be arY,ng tho pwnp for oto Iloole inn!Lae � / mchee(IOOrmV of m«aTy.Tet tonic n°pprovad 1I 9tM5 of vaewm n wata els orb losatdd ovbbo the 1/A t>hT5 faNc ehaµror.Eli, two mevtee. I I M ll. teatbg,5eo1 tarry IIII tank wth water to outlet hwert 2.A2='a-located wbb0 of tM I/A 01'If4 rale mnt be plocad a,, elwollon,let atatb for]4 hove.RelIII the tank to the wHot M«t paordJ 9alalx Gan.(Popamm.2 or I1eOM OxMr<a%!1 p,ye I a> apter Un]1-no,.r pen d b plata.Let N torte stand Pw anefeta,Plmpc w/4zrglme/arA a evrrcproof°nelowra ! addlthrol 104rav p«nd.The taAc n aper od If, duel h Heb �or lfwm104,cys-pen d.Wator proeeve teslmg'rera,meeroad to iw 5.All ab float tree.nowt be aeweaEme and eeMGeabla tram 1 I ! done to aRe MtollaMon. access senega. VA ONTS TANK oN TI IAL RS"UIRCMEtrm, 4.Tho fioats shall be attached to a 9choWlo 4O we float trw pro! _ be attaehod�to rho frmwl max Iw«adfnUront.TM licca doll not 1 1 -- / I I I I i i I.Reworced rewrote°torn have a minorum ctI at.sNe stragth of I I ' FROP / 9,M0 poabe p«aquoro Mh(psU at]b-dap t. 9.T+o Depo-tment atoll observe[he pwrga eyatem eperata eh-Gvgh a � PATIO � I ].Wall U-k-.shall ba a mmsram of ttrw wine umbss the aoakyr nertnal oporatYg cyclo. hos bo mNlfbd by Na.Y«k Llceroad Pro/eaabvl Ergnner m Blropecpen for Ieo4°ge av Vo force mom/itttrge wn be mode dray I I 99' 8Zb' I I I I f I-w, y4pp Rh all appropriate regveammb f«Nm eonsWellal.Al, !M Awry teat prowdno. I Ile,i.dtom and top shall conlam romlorcmg to reIl-V-°pplbd f 8 9 /o-w oP 900 pound.par egvwo loo!(pelf. FRDP. I / o 5.Pre-tae!cwzrete seetlorn eholl be IU,wN oro N Y,rii�I 4.9 I_- PATIO ru!{aer pm!owlaft whlrh conlame to ASTM 4.All sew«pipes dell perotram th0 vertical abowoll d tlw all bo awled 1N goo!or oth«neon ace Sohl°to the II.I D p«pMnt ash m watartk�+!owlod/IOxDde7omt and W pipe gmket/messed W rho pipe 1eh elamleae steal retraetablo GlrmpbJ. 579 / -- __ 9.Al bon..wklbe eealOd eo UnPt Uro folkN le watertlplatp5woea ewratulI I JIO ' PROP05EO 2 5TRY514D.FFL DKELLIN6 Dm.npmw m»t to corlifbd WJ°Charmed R'o1Deloroe lNwiy prod. l Enine« i 1I ,l (44&ARASE FF.EDLR=4Mb' 9 1f ` F { � I .-0.I + 23.1' GAR EL.a 45.0' tt 6.Moro prtwpcal,canvete VA aW5 shell,at be located wlthm HEY(SERVICE PRO / � \yS�rREM AOCyiJ, W!�ggovndwator,Por Mtollalloro that ae plamd wlthm goadwatar,w CONTROL cid gibe portkme, a ID m diaa abovo nlgheae f i Y O I ///--- tJ lilt fh` QY rK -t dae/ar�actee gram W�for olovatbrl,of Stn I/A owls It snarl CONTROL I L bo moral thlcallyy wreWcled.In eaoee rdlore Nls m ro!prmleabi°,the 1-=.y / I/A OWtS YNt efiall be orator-prwled vp to le mehea dieva w hlgh°at •.., I -' I I� ,,-., Z96' IT - D read/oxpecmd goamwae«elevation giro mot eoaletl to e+wKo _ I [kjitndas prbr to operotkm. ( Q„ I 7s PROP. a9' 17.4' T.m exam w,err c°nGrem talcs oro rotalbd m goundwoter,tM eeetgn I 1 ''USr! ! I PORCt{ _j KIDS 5ANI7ARY LIN27a !E O 9 '�3jgp5 �pq� pralosetanl Dhal{suGnit bvoyaKy ealwlatbro W prow tM wed,!of N.rN Hd/5E GONNwYION pn rasa(wip,or wlpwvt orelvxmg w the addRlon oP balloaU w II be at kCC , I ^•' I 1I i U� NEq 1 I" /rlr OP N- lent 19 loroe mere than rho wek�a!oI the orator dieplamd.The 3 e V Woyawy wlwbUore sh 11 be dorm useg highest oxpmletl/retwrded 1 - I; I govncWater elevation with tin tank orrpey.Soil r top savoon of We "( i 1 - I DRIIVVEEWAY �1:!J.Iwn me ba wnlderoe whet deeermmmg tw crouse a f + waLKwaYI PROJECT: arcnortg«Wllmt weight roquo-ed dr . vENTToROOF1 ROYALTON ROW ° SEWORYEco N .'w'-"R� / i +- - ; 0 6• - .BID-KINETIC wAsiEwATE.e' SUFFOLK COUNTY HEALTH DEPARTMENT APPROti/AL I I I �'("y a,g�'�' TREATMENT Sy EM OO i LOT 4 2" NEVI' TNT-boo OPD IsuapLY LINE v 1 }! MIN.1 EP: M! MIN. LP, ' ! NEW 20•a�' irr ENGINEER'SCMMCA71ONREQ U,RED. 1 I 1 1 cls,.a X r t COX NECK ROAD SUBNurP,E.ORRA.CERrIRCAnoN f F U) .ZW MATTITUCK,NY 11952 FOR INOj�tmmAND CoNsmucrm ; 3 ,r' i I I ttt .- t /• " . OF I-A oLrrS I e`MIN. j', - DRAWING TITLE FORFINALAPPRDYAL.USEFORLIMM-073. -9 f !, I 1 : - _ .._ KATER 1 I I I t r +'ETER i a1 4$- PROPOSED I/A OWTS -- PROPERTY SUFFOLK COUNTY DEPARTNENT OF HEALTH SERVICES .,` I I101.0 f PERMIT FOR APPROVAL OF CONSTRUCTION FORA 1 I, ,i ( ,, ' LINE, SINGLE FAMILY REpIOENCE ONLY a "i t +11111 - 1 .� RECEIVED f I PAGE: DEC 0 4 2010 L'4q I f I (O31+ - NOV 12 2020 P DATE H.S.REF,ND. jZ-a0_IS(DY 1 11 ( '`• 1-�- 7 3 -Y S■ ��0 APPROVED GGua.-2_. ,dlQl�q,l/-} 1 ;;;',0 ( 0 i i ;° `> ;LOYAL;I ON ;;;',0hyo SUFF.CO.HEALTH 3ER,liCEg FOR MAXIMUM OF y 411 OFFICE OF WASTEWATER N,GT. E#PIRESTHREE YEARS FROM DATEOFAPPROVAL • t t ATE:11/03/20 10F rr t �r SITE ELAw D , , 1 CONTROL CENTER,WIRING DIAGRAM NOTE. MANIIFACTI. S INSTALLATION INSTRK.TION5 SHALL BE CONWLTEP WHEN INSTALLINS THE NORWEOO CONTROL CENTER CONSVIL AND SERVICE PROS OPTIONAL MONITORING,COMPLIANCE,ANO GIAGNOSTIu(MCO).AND COMROLCEIRER TELEMETRY FUNCTIONS.DIAGRAMS SROM REPRESENT 1XIWMENTA710N READILY AVAILABLE FROM MANJPACTUiER INSTALS SHALL CONSULT L uw olfnarwu.wwwwmwTAeAnomw orPw c.00,m e°,*ri. .we rr•emowi ux ma9 waA ♦ MSTALLATION 15 I M COMPLIANCE W/ALL BYMAMIPACTURERCENSURE n,oro4m raoe�o tarxfwamacverw"warEs.Am Fx4FFenremer„xa. plew.a•vmceirvnvmntewcra sfinerw.rx.eo rp ier ne�waw INSTALLATION fAMPLIANCEW/ALLMABLEI' CAL COECIFICATIO taV w'noYme aooan Tawr,o,rrxwu,v. Newwe•evcnvevmntewc,as aGL nFYrom Tae voA wwaiw .^�-• NATIONAL ELECTRICAL CODE,AND APPLICABLE LOCAL CODES. weTw�Lwu cwnxAme As ru w.w,eus a m,amcFm a F+r<eAsr wJ„eN�m uxa,e rcx ra..a. 00 AN2 LxV®ITC Vw me9 AND eu4wis,rel GaLMMO]dTen/31 P.�co.Des mti exvrm.•wrmpGxID cweaFe Fw Teva). P BP¢np,e Yw.�a��ri¢nm l'xna�coLsuo minC SU11.G,VnxuWa. .we ralornAn¢emee,mNvw olOaAro oar.mxvwtee wwrn,m. wNe,m,varA•�mn,eE%AalFunon nom wra fawrAwcdwi es,wrrtwom. F�E� Yw®n0ae 0Per.wRO ne:Int�ufm9mwiof eY61d Yl41 OC Yw aA+oo,ee»!A•oromreOrrrm 4m0PaA EYnTIdwL CL PU,TCN . •oexo®ro ASmamncanAcrtr. moP.ra�evr»u @>eJ.I.P14 FAOVIOEINY! NORYEGO dIYLLMR SvnFof 9EGOaOMY S.AT-ETY eloxlraRw HlsilWATER eR "t..vw r CpVER4 BENEATH I!ALH\ TlQA aFe� m ' PwMA.!(covER rtmJ \\lreva�TNr rdnac o-mx igcwrr .oa..�anr I MAR AlAI'P a R80 R el.Gi AVe eaAvs e..440 Y' U ! mM E%c[195 i"PGrs roaV zslfN� 41a.Ej� i .�' SERVICE PROs CONTROL CENTER 1 I NPL 4•ViA M:R 4•VIA J:.l.x.a . 8pR•ATVs oR MN.flTLH l4 G j at' CG1"A H er�wnuaaGa 5TANDARD 5F - PRO CONTROL CENTER (PRE-WIRED) _ W 14 Ij E I;I b%VIIVE TZ— _ SCALE,NTS w nO,OMC,Cie J �� 1 � DEVirP9A GIR1:191 NAONPt3 MOL U W F:.:y-; :•a�:,% Fwvoc u•Tlec, p C stove®�8'Am ,Nvu(REIAv Aon INPUT On°Poti�1ce OA O O 9TR@URON e0% e,soW OA '"'F,y'^�"' SERVICE PRO• ABY NrfloLGEnrEfl IFmur 0 . UYBt MOT PIvtlBR 3 O O ® ^I FR ORKCNTP ..� .+• .'.... O OO FfFUNF! wan pu 01 RELAY EOfl PROPOSED I/A OWT5 DETAIL Wn PEUY 5GALE.N75 AAMPONEII 9WOUTAJR —TAGS AUKT flELAY IPTLY aEMTO'i InF'1R WPOTJUNPER I G�"REE�N OW"flE"EF.Y STOPPER OR SLATE OR OTHER MODELTMCONTROLCENTER F 66 —SUITABLE COVER SEND PLUDR WRNAUXUARYALARMLUELS AUXILIARYAUIRMINPU75 WIRINGUTAGRAM END LU SERVICE PRO CONTROL CENTER w/ OPTIONAL MCD 4 TELEMETRY PUNCTION5 w SCALE,NTS SEWER PIPE j I 45'ELBOWS 3O•ELBOW 45'ELBOW 50'WYE ALTERNATE"A" ALTERNATE*B' - CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC IN ALL VIEWS,ALTERNATE"A" IS FOR BENDS,ALTERNATE"B" IS FOR USE WITH BLDG.EXTENSION/CONNECTION CLEAN-OUT (C.O.) DETAIL 50ALE�NTS a O 0 AROy O�5 Oa.L 6a.PC P.4 b N 037405 O� TFOF 14E`='11 PROJECT: ROYALTON ROW LOT 4 5UFFOLK COUNTY HEALTH DEPARTMENT APPROVAL 'p COX NECK ROAD MATTITUCK,NY 11952 i, DRAWING TITLE: PROPOSED 1%A OWTS DETAIL ) WIRING DIAGRAMS PAGE: I{ SP-200 ` - DATE:11/03/20 2 OF 2. i3 I� I '� f40o Ovtro Averno,RNerhs d;Nen York 11901 , tel.671.7371709 Tal.671.737p144 ' ' ' Q amnneyowlgorgYloormgcom (�3_ Nemo K Young,Lrnd 71.rwyor if Tlnrms 4Yblport.Prolocvbnal[41yW.r t oaugm.E.Ada%Proi...I—I NI— F, obwc.Tout,Architect Rai t 5tro,rekl,Archltoct 1 `\ ' 1 51TE DATA AREA.91,157 SGL FT. it , ,`\ •SUBDIVism-•ESTAms OF ROYALTON-FILED IN Tm Omar i cP I THE CLERK OF WFFOLK COUNTY ON FEB.22,2019 AS FILE NO.I3I05. , , RoY ----- Loia.cc R=974.99' ' L-49.47' - - - m p 5URVEYOR'5CERTIFICATION f� A I tl A > ^leo T • THIS tEREDY CERTIFY TO MARRATIM[CAPITAL,LLC THAT SLRVEY KA4 PREPARID IN ACCORDANCE KITH THE CODE-OF PRACTICE FOR F PR FESSIOSURVEYS ADOPTED EY THPVEYO NEW YORK STATE 3 PRACTICE FOR L PROFESSIONAL LAND'SURVEYORS. I fV e .ao HA2 qq 02 r . 1 r Lot 4 i 5ut+dNlelon- IF IN °Eatate7 of Royalton° 3 ,,99V SF SNN �J LANG SJ 1. NY C• � 8[i FI 0 Yui, NOKWD K YO"N.Y.S.45.NO.49099 L= ' SURVEY FOR L.90.5r �. TIME 0 LLG 4 R=Ioo.Oo \ LOT 4" TATE5 AT ROYALTON" I Sv Lap 19 L0.001 ``� I € a�tvta - at Mattltvr-K Town of Southold 1 �4on• ``\ 5uffolk County,Nar4 FINAL SURVEY a Ca N Tax Map —,1000 snv°,119 07 wl '19.40 PMAP PREPAll= MAY IO,3031 LEGEND Record of Rovislons I?EYIBIONDare EEA •M6IAN BLOCK APRON PINAL Bis'ar NOV.10,2", BEC BM9 IM BLOCK CMB CE .CaLAR MORANCE CN "CHIMNEY SANITARY g CW u CONCRETE MONMENT FQ)ND A p. 5 GMS .CONCRETE MOIWt@1T 9ET - ST IB' 975' WMR .KAT82 ll 40 O 30 40 BO 120 Y6P =WOOD D STA E SET DB 25' 42' Y'G9 .WOOD STAKE SET Lpl 52' 59' •E)ID OF DIRLCTONfl715TANCE LP2 BIS' 42' JOB N0. Sealer I° 40' 90 I - DWG.3005-09109_0919_0004-2031_0190OP_ie' 9.^:nRA1 2=IXI{Zr*.IEaITS. 1.Tm hatouer m,at nom a ewront Llgmd woalo Lwarea purauw,t to vA owr3 w r ,Anov r.an A� LOT'GOVERAGE' ' .. - - -ELEVATIONS REFERENCE NAVD Ig88 11TH r NOTE' SulPolk county ease chapter 563.ArtKlo VII(Septic Industry I.THIS 1 I5 S AN ARCHITECTS SITE PLAN 6 IN E>Ine>x>)br the Suffolk Govn[y De t tlt Lobar,licem I.Imtall I/A OWTS tante accord to morufacturere recammendatlms SUFFOLK COUNTY TAX LOT NO. 1000-113-01-19.33 ALL OF THE FO SUBJECT TO VERIFICATION BY A LICENSED _ LLOWING LOTS WITHIN 150 aM Gomumar AfPalr>,ppirevaM to SuPPolk G°unlyy Code g56S-T9The wh le conforming vetch these etadartl All...11 ble reeommeMa!om OF PROPERTY UTILIZE PUBLIC WATER SURVEYOR. THE INFORMATION Department oe Labor,LKemlry arm Gonsaner Ar/etre mamtam a Ibt or provldod b'J the ma,uractwer atoll be Implemented ZONE AG OR 5HALL UTILIZE PUBLIC,WATER ONCE REPRESENTED ON TH15 517E PLAN 15 TO THE IKeroed VA OWiS Mahtamnce Rovmwe. ARCHITECTS FEST OF KNOWLEDGE. 2 me I/A OWiS tm, all M Wtallod oe level m all dNeetim>(w M a LOT DEVELOPED. ..A I/A OW15 most bo reggl>tered with the DopmlmoM In accordance maximum tolermce In any dkectlon of./om quarto,Inch)m a mhlmun DESCRIPTION AREA 2.5URVEY INFORMATION WAS OBTAINED With l ticla Iq of the Sulfalk oovnty Sanitary Godo prior ka Me 5-Ineh Nick bed of prcperly 1°vetetl and compacted said(free town COVERAGE FROM A SURVEY DATED SEPTEMBER Il, Department grmtmg eerertleatwn or completed comertrctlon on-w Wvt° rack')m pea grovel TOTAL LOT AREA 31,157.0 S.F. 1000-113-7-111.32(CURRENTLY VACANT) 2020 AND PREPARED BY: Plme. 1000-113-"-111.34(CURRENTLY VACANT) 5.VA overs ranks Gn11 be Idea with o.Ingt.owlet.A al-l- 1000-I I3-�-19.35(CURRENTLY VACANT) PETER A.GROSEN , 3.An executed operation and Ma ntorwnca Gonlrac[II.-tM barVmardwle or tlle4kwkbn loath��nnqq etrvcturo mcy bo required lar all AS-BUILT HOUSE w/GARAGE 2b.9 S.F. 0,4% N.Y.STATE LAND SURVEYOR *' Mahter,mce Prwkbr and Roperhhyy r mva!bo eJwnl!!ad!o the systems with m it ple I-M,ry>lructuroa unto»m al[ermtNe de>Ign a 1000-113-7-14.38(CURRENTLY VACANT) LIG.4050069 rrAIEkIEGT PROPERTY Department prior tae oval of the VA OW19 regutrabon by tho oppraved by the Depertmont. AS PATIOS/PORCH :1 P004.5 S.F. 2k'% 1000-113-7-19.311(CURRENTLY VACANT) Ge A LAND SURVEYING INC. Department In aeeor a with P+ticb 19 of N>S:flolk Gamty Smltmy Godo. 4.The top of Me I/A OWT5 tank shall not ba located greater than 25 TOTAL AREA OF ALL STRUCTURES 3416.4 S.F. II,O% RIDGE,NY 961 4. All beta Ica I/A OWTS ere re Yee b hove m h tial feet m lose that om loct below Ileal grad°. - qv 5-ye mty MAXIMUM GOVERAOr ALLOWED=20% (631)049-4750 ' md operatbNma ntenmce eery ce cmtrat.Aller the rlhbi 3yea 5.At a mnlmum all aamplMg maMale>shall hove 20-hch covered - o aratl°n and mamterance aorvwe e°ntrmt I.ae mptred,property ee openmgI to grade Ioeotdd over the Wal,and outlet coven 0 oxpectad to mamtoln m operation and matntdnanco shall ba a tMr 20-Inch diameter watertight and Waact-proof locking Nom. contract h aeemdoneo wth Article 19 of tha SrPlalk Gwnty 5mitary east Wm ewers m thenropla>tK coven a!IWa1 orale.All covers wcw L FLOOD MAP DATA FROM FP.MA.. ' Godo. shall be da.Icpad b accortlmca w M sect m 5-III of Nu a-a.,d WX.61A MAP a,56103GO401H S.then an I/A OWTS requo-oe a vent,tb volt shall be vontod to rho 6 Wren sampling mmholae aro app ved!a bo Irokalletl h a drNcway MAP DATE:SEPT.25,2009 _ aoP o9 the rasidenee beWg served Vont pip-shall extond a mike or epmklrg area,the marLwle shad be des !o be tralric bear to - -_ FLOOD ZONE,X al 6 Inches d»rI Mo roof iho and the top of the vent shall bora a me[Mo requo-emen[s of AA5HT0 H-20 m i15 20 IoaeMg. a - 2.SITE PROTEGTIOWSILT FENCING TO BE �tER I)4L PHOTO- mtrunwm horizmtal xpmatk>n of I]Imho>to the eiopatl portwn of the - -- ooP.In tinea where 2 u ro!practical to vent the system to Mo T.Thc owlet Inver[olovatian shall be a minimum of 0.1 foot below the INSTALLED AS REQUIRED BY SOUTHOLD e>Idane roel,a vent pipe n j be piped b Ne exterior of the Inlet t+vert clevatl-.aTOhPI re>mema o,xi ta,,,,mata or IB o my,vwm vmhw above at grade and SCALE:NT5 leas I loot Prom property Ibes.Thcx veto pipes shall be locatod a 6:Sampirg maMolon shall have m-aide diw,et-oP 2 Peet m m 3.NO SURFACE WATERS OR VIETLANDS ARE WI feet from°^U,t or doorwo.J and must Lerminata with a Iroidc arca of 2 Pant bd 2 Pool, LOCATED WITHIN 900'OR THE PROPERTY. W carbon filter device,All vent plpm moat have a minlmum dlamelcr of 3 Inches. 9.There shall be a m°xkrem_tannin depth below Che outlet o-.'t b.I Wliatbn and u,e of the I/A O�"at confarm to Me elevatbn of 5M Lehea. IY Dem rtmcM'e approves I/A OW5 guldame document prepares I IO.All.ewer Alpo penotraklma In rho sampling marholo shall be _ I -� - .-� -. - -� . SUBDIVISION INFORMATION MAP ESTATES AT ROYALmen watertl ftl. a irvwvdlve and Alter tN Ib Vhstewatc,Tealment°.y>t°rce' LOT 4 MM�MPs DE5I5N R= MAP .12105BRUAGon4ol Panel. I -- FILED FEBWARY 22,201HJ1.I/A OM5 tarJa shall be vested of precast carlereto,ribergime, I.Tho control pmol box mus!ba plmad avk.ldo m a suitable pede.tal AS-$UILT DISTANCES TO 5EPT'G - Uuopm , ouamora mla x m rho ewcwe the[[acnes.,vtarmatNelyrho arol boy:mabe (MEA5URED FROM EIUILD7NG)thtardrda ab IOWCRR Appendix,5-A mounted on an outside wall of khohtlspace).otlxr locatlana Por mounting the panel box well ,aw,va. TEM COMPONENT CORNER"A" CORNER"B" ky tho ent m a cmc-b-vaIM 1/A rerapNORWECO TREATMENT10.0' 37.5' m 5-101 and 5-109 of fhb 2,The lama of-I/A OW5 a-lavldar meet be ciamly menklPme EMof Mo pmol and Irwlvde a phox number tocontactIn DISTRIBUTION BOX 25.0' 42.0' mc o!slam.theI/A OwrS shall be dmlgrotl h accmdmce with section 5-101 ant 5,E-rlor ppm I placement°rabiesthe eystom W be sorvlcad at erg LEACHING POOL 52.0' 550'IO of Mu etantlmd. llme,cllminaling the reed W ecce»rho Inside of99. RESIDENTIAL VACANT LAND 4.The pmel box met beWthe ey>komlcationto1p -LEACHING POOL 31.5' 42.0' (TOWN OF SOVTHOLD OPEN SPACE) 4.At a minlmm,all WA OWES treatment links stall hove 20-Irwh Iaclllkate operatim and motntenwlce. red access==u=' eponing>to °e°lo<aletl over the Isle!and outlet. Coven shall ta_either 20-mch dlwnetor watertl�it and M>oct-proof 5.Tho control parol shall bo ploceq at wmforkdole algh!Por lockln east o-on ewers or therm°plmtle ewers at Beal grado.All In accordance wIM Federal Emergency Mmagemont Agency c oto chin pIrl....Ihall be dmlgnetl in accordame with xetlm (FEMA)flood zox roquo-omm!>. TY LINE Sill w Mb etarama. 6.The pmol.hail meet National Elxtrlcai Ma..1- ar,As...at- 5.lWon a I/A OWTS I>approved to be In>lalled Ina lad ay m MEMN 4x,pee,neatle^,, PROf_�- ----•--�_�__ - R _ 201.83 pp king mea,the unit shall ba doslgnod ancVor watalled to withstand NS-20 m N-20 loadhg m aealgnpted by AASHrO. T.All bolow god°wo-hy rtu,>t be rte N electrical cond'it.TT,v conWl! �_ 1 6 _ met hwd appropriate aeols to prevent gax>and mol>ture from 6,6a.age erintlere shall not bo permitted wbn m I/A OWTS le utlllxod reaching the con I pmei or Junctbn boxes. V EL,46 ae mea or swage tlmpmal. - 0.Par-eyamm shall be egNppcd with a hmct1 0 ova a, system which L r 1 O0 O , 7.Water eaftenere shall wt tllxhorgo In[o m I/A OWIS and Mc ill actNato adroie ab wool slams that can bo rcodlQy Been and R % 1 prtmewe a tl water xfteror backwash be apa,t ,t°m -cord by rho occupants oP Me 101,g norvetl.Teo Dep [moot 1 Ito 4y II acceptable to Town a Village Wilding Departments. regio nob a telemetry device W Imkalled to provide Immedlata mole al rm mtlllcatlm b the OIM pr-d.,coverotl by,tie Os M � L 4639 / W O b.I/A OMS rinks ebll be watortyeht ab wmtrvctad or>auM ab agrecmant. durable mC,lata that are wk eubJ ct to excaealve eorroeion or M w d°ted' 9.5y tome whlch are sok deal9 tl o ft,by grwlty aro recommended to be ecqulpped with a con4ol pmei with meow of cwvectug a q.All tank.r,uet bo w°twtl t.Two methods If emu, talk.aro -In par gcnmamr to operate the system tarry a power wtaga. watarkigM shall k's sinter vacam tcstuy or water proeavo reeling methods as Pollow>, �B O E� a R5 AN ie•me = � / 10.Vacwm tesCWgSeal Me empty tank a apply a vacwm to lots(4) I.The cicc4Ka1!merlon box aarvlry Mc ptmP molar and fl'at'-1,be Wo held nclna(IC W,,d ar lratca.mercury.The[alk Ia approved If 90%oP vacwm b watertkJit a,d located dutema the I/A 0-tar chamber. r 1 / for m a awr 2, II.Wako,toallry.Seal kanW fill tank with watx to outlet Invert A^y blowen locpled ovL>Ide oP the I/A OWT9 unit must be placed on 'S Invert ' 5uflolk gamey onpatmene er Ibaitn>ernwe Iaraq/n rope elevation,lot e,S for 24 faun.Ref 111 rho to tort tto outlet art h Inv (w eta,plastic ar flbcrglam)andh- r}rraof enc1aevrel. S after Me 244,°ur perbd='l Flet,.Let the tank etmtl fm 11 Cover 1 / H 'ar th.10 Ih-p".diad.Ttle leek b approved If wolm I-1a-m held 1 I / Por Me 11. Ft period.Wafer prcesure tinting b recommordod fa be 5,All pompe and!teat trees muck be ecce»Ibis and>orvlceoblo from I 0 done msito aPtm Imtaliatwm. acces opening'. D.W. ry0 D I A R 4.The Pioats dell bo atla.haa to a Schcdulo 40 PVL!look tree khat I / an be ea>Ily removed Por service or adf,III-t,The Plaaka shall not 1 L Relwmcad concrete aha11 hwo a minimlm e v !!,aP be aItI,h, to the Porte male. AS-BUILT omprcxive> erg PA710 / 9"00 pa-s per sgvore Inch(paU at 2D days set. 5.Tho Dopmtm I,shall obxrve kho pump system cp-.through a Wall thKknaee.hall be a minlmum of throe Lxhde vnloaa the da.ign ^°,mal operabng cyclo. b2.4'- 2. a / S has boon cartlflod by a Now York Uccnod Prafeealonal Fiylxer b.iropectlon/m leakage M W Iww mob fitt4ya will be made drrlry 1 1 6.9' 35 U Ur coaplyyiry with an approprlato roquircmcnte Pm Mb won coroWctkm.All tho poop test"-- a. w IIs,Welom and top shall-1-relnforehe[o roaml m oF,Ilad AS BUILT fined of 500 Pounds per sgvaro foot(P.N. I I .1 _ PATIO q,q' 5.Re-cmt venerate xctbm shall be coaled with one(U Inch Wtyl 1 1 J 23' C F ebbe,oint xaimt which eonlortm eo ASTM 4990. 0' 6.3' 4.All sewer pipes shall perotrato rho vertical a dowall If kho talk and shall be led tM.rout or then mwro act table to Me I LU e t faint a d as ""t" LU xaietl fIex161e�ola antl the pipe 1 r-, 1/LJ I I ,`/' 2 1 Z 1 AS- LILT 2$TRY 55.5al gmket Imterod to the pipe with atalnlaaa steel retractable clamp(e1. D III I:=� II IIVFI Ill I=mo U 11�� WD.FR.D'r�LLING IO.H' k S.All 7ohts L41 bo eealod eo riot rive look Is waterklght Sea eectbn 0 GARAbE 111. lO.Tanks khM are cast W pWl-a-ace rogolro prior approval Prom the 3 g I p I T-9' (4 BEDROOM5) Dew and met be ceMlfled a U.-Profen>lonal Engineer. zj] yy -i At Inlmvm,the Ilan,and walk'of concrete rink mus!bo .t5 1 F.F.R.=46.0' G mono!I.-Iy pmrod. FEB1 Pt, t`r z 6Aft.EL=45.0' 231' ED 6,hherover proctKal,cororeW I/A OW19 shall not be la<atcd wiMki EV 2 r'r L V`L �j �¢ lf.J SERVICE PRO a / d t Par imtallatldm that me I .,y1k U CONTROL CENTER \ J M gram ova cr. p paced with9ln groundwater,the p-T I (L. bslto ded/expected grouMw t- el votion,-!the/AgoMS uNt sinll Rp ��t I 7 t�1 (PRE-WIRD) CORNER be Corm Mlit wba atecl�ln caeca whero Mb b rot practtcablc,the oG 17 25b' /zC P O VA DWTs.nit>Ixu be water-praaled IF w 1e Inane'aba„a the nlg,aat BUILDING DEPT. dhdh I t� 55.5, 17,4' 2.9' ,g -dad/expeckee groundwater elevatlm and leak teat>d to souse U- PROP. nghtn°>s prKr to operanon. .0. TOWN OF SOUTHOLD 1 1 CORNER PORCH O yT FOF037405 p� T.In ca__when...,at.tmke are Imtanee h graw,dwator,ero dengn I I /(� NExNy prates>loml shall>Nxnit buoymcy edlwlaklme to prove the weight of SANITARY LINE 6 the tank(with o,wlMovt anchming m the addlllon of ballmt).111 be at HCSA CONNECTION / lemt IS tkroa more Man the weight of tho wator Ouplocetl.The O AS-BUILT tvoymcy calculatlon>shall be done using highest axpected/recorded 1 1 DRIVEWAY / PROJECT. grwmdwater dlevaNm wIM Me tor,enpty..5oil ewer on lop oP Me I °-+T 5-BUILT 4 tank(.,shall not be camlderad when detarminmg the amount of I VENT TO ROOF a ROYALTON ROW anchorlry or ballast weight requo-ed. NNET[o K 51 IR. / 1 1 10-KINETIG WASTEWATER / EATMENT SYSTEM MODEL P // LOT 4 TNT-600 GPD P O ( SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL 1 1 EXIST.WATER I H.S. REFERENCE NO.:R-20-1864 PO20"m SUPPLY LINE / COX NECK ROAD DIST.LYLOK / MATTITUCK,NY 11952 / SUFFOLK COUNTY DEPARTMENT OF BOX HEALTH SERVICES 1 1 I DRAWING TITLE: APPROVAL OF CONSTRUCTED WORKS FOR u� ASINGLE FAMILY RESIDENCE 1 V 1 EXIST. / SITE PAS-BULT%AOWiS ME E 560' / Ln Date 1m22' H.S. Ref.No. R-zo-rasa _ I u), i s I ipROPERTY L = - The sewage disposal and water supply facilities t this location havebeen R = 441 `� ` inspected sectio,certified by this Department or other LINE 186101.o PAGE: ther agences and found 1 L ,o o to be satisfactory FORA MAXIMUM OF 5 BEDROOMS. 1 p �,�� / \ J'-yP-10o To c L �. L___- R ' 3�4�3 i�OY�.LTON ROW SDK��D CRAIG KNEPPER,P.E.,CHIEF - DATE:09/29/21 10F 2 Office of Wastewater Management 51TE PLAN a p o b w SCALE:I"a 15'-0" LONTROL LENTER d WIRING DIAGRAM NOTE MANUPAGTVRERS INSTALLATION NSTRUGL CE SHALL BE LANSULiED WHEN INSTALLING THE NORW'PLI DOE,A14 CENTER CONSUL AND SERVICE PRO OPTIONAL'MONITORING,LOM1IZAMS E,AND DIAGNOSTIC'(MLD)AND tEA xxOBC1� CONTROL CENTER TELEMETRY FVNCTIONAVAILABLE F DIAGRAMS SHOWN REPRE5ENT DOCUMENTATION READILY L Vwo,Rsbwtx+venrereru:Yla:AnBxrewP aro Ac�aaxn•1. wroKM tewooro e»ld roawr eo9PwM:aeeD+oo P1'bv®+wu trwacenAw MOSTVP_T APAAELEFROM MAPWVl WU I KAN[)PETlJRZR CNSLLT NSURE PPaRrtn HONxcP nlrolula wocllsnc wsTw+Tea nreATrertsnTEwtwo¢ ye..s'arearvevnmLswnnra Poau vPonoe Teo PN v.�xbo u+gw M05TUP-TO-DATE MATERIALSPROVIDEDBYMATLFIERV PE I ENSURE INSTALLATION IS IN COMPLIANCE W/ALL ICABLE LO6AL SPECIFICATIONS, • oa bn ePO meA*r�rr-+i°AcnY. Nee"unrr�Trve ovnl Lerexub raoL PaapoTm NATIONAL ELECTRICAL COPE,AND APPLICABLE LOLAL LADES. wLOconPadre wz POx HAw.>Ycs. cOlacneTe(oa Bawl. WT AN-x MYm1 m VA oM>Aro av6Oms wYN C41AMAs0eslT bolt `gextre ldt EmAU: 401 Is wqN A �sx.LLee iHn�urAxm. - Mmntb•�elntnw»,Mm1>Iw1a wixobx oxLYaBBax0a,0 ertBT wNrnI"1K Pa0PO.m BALOMO>,>T>TLafdWlLtt oHTIO w1 �fEaK'x0�_ ev:N[ PROVIve NEW NoaMEeo NN LA. `a EEOONOARY e-P BIO-gtElW HI910WATEa SwIT COVERS BENEATH EACHtew®TT SY>TW ox PRIMARY DOVER(fYP) -400 esPD POLYLOK�•o-9ox W BBWwtt I BRAre IpAFFLE ROOD IP INLET ary yI� >L.M� FlTOH BYGEEDS�•PSt FOOT) 5 9LOP0 a' aesp1P'o �v MAK Mw.a•vw. ,zwN ,.;b SERVICE PRO-CONTROL CENTER eYanv. n we oa wN.a•mA wk nrcH BralnwetT N Emv>'ALvrt° MIN"Plru a'I' ; MIN.PITCHa YaRE STANDARD 5ERVIGE PRO CONTROL CENTER (PRE—WIRED) w Tyre Ive ETm CAP SCALE:NTS OLYIOE9 AT WTLE1y LBACHIN6 PRONOE IY TIAL 4c,•��.; r MWm OP >M9 CR PEn -1 RELAY A—RELAY PEbaIE PHONEGA 2 J ORAVEI.BENFATI NEPNORK.wOK U J I9iWBURON BOz �';.� OisBNiE oN WPVt WPU! O' 9;m ® O It SERWCE PRO' > AuxGaE aY G —CENTER wPUT / 0 / aEPtr�BuewN snwJ O�__® aLal O ®_®I L®_ID 'P_®ll O Od1nR SA/+OIA bINB • � p OLVEO VOLTAGE — LP x�AVFLBf9Pf+W �• OOKYGE wPilf LAYER NOT PfESEHT fY O O ® �, PHOxECwc 51 NT5 AS—BUILT I/A ONTS DETAIL �xa® EP`"@T w "°E �; NRGTNdPER „fl GR�R I AUX2 DELAY ® wPurLurnPER-_��' IIEVAC TO AM POWER BwGVIAw VOLTAGE AU%G RELAY Y AEPATLM wPur wPUTAM1>PER ELACN BLAOK WHRE WHIR GREEN GHEEH STOPPER OR SLATE OR OTHER STOPPER OR MOOELTRTCONTROLCENTER END PLUG SUITABLE COVER END PLUG VMAtDaLIARYALARMLASELg AU%ILIARYALARM INPUTS WIRINGDIAGRAM SERVICE PRO CONTROL CENTER w/ OPTIONAL MGD I$ TELEMETRY PUNGTIONS W W SCALE:NT5 c SEWER PIPE 1 > D 45'ELBOWS 30'ELBOW 3 45'ELBOW I 60'WYE ALTERNATE"A" ALTERNATE"B" CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC IN ALL VIEWS,ALTERNATE "A" IS FOR BENDS,ALTERNATE"B"IS FOR USE WITH BLDG.EXTENSION/CONNECTION N GLEAN—OUT (G.O.) DETAIL f SCALE:NT5 v z � F 0 rc � µFOA �O`yA YtN M. OR e o t 03740y-lpQ• P GF NE`N PROJECT: ROYALTON ROW LOT 4 SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL COX NECK ROAD H.S. REFERENCE NO.:R-20-1864 MIATTITUCK,NY 11952 DRAWING TITLE: AS-BUILT I/A OWTS DETAIL WIRING DIAGRAMS PAGE: SP-200 DATE:09/29/21 2 OF 2 NY 005-Bargain and Sale Deed with Covenant against Grantor's Acts Individual or Corporation(Single Sheet)(NYBTU 8002) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE, USED BY LAWYERS ONLY THIS INDENTURE,made theday of October,in the year 2020 BETWEEN 55 COX NECK ROAD REALTY,LLC having an address at 9 Colonial Drive,Upper Brookville,New York 11545 party of the first part,and MARRATIME CAPITAL LLC,having offices at 71 151 Avenue,Sea Cliff,New YOrk 11579 party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in the SCHEDULE A ATTACHED HERETO. SCTM No. 1000-113.00-07.00-019.033 BEING AND INTENDED TO BE THE SAME premises conveyed to the party of the first part by deed dated January 21,2014 and recorded on February 4,2014 with the Cleric of The County of Suffolk in Liber 12762 Page 586. TOGETHER with all right, title and interest, if any, of the party of the first part of, in and to any streets and roads abutting the above-described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been incumbered in any way whatever,except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OT: 55 COX NECK ROAD REALTY,LLC DANIEL FERRARA,MEMBER USEACKNOI3LEDGMENTFORMBEL0Wlf=7NNEWYORKSTATEONLY USEACKNOHEED GMENTFORMBEL0J"FIT177NNEWYORXSTATEONLY.• State of New York,County of SUFFOLK}ss.: State of New York,County of }ss.: On the If. day of OCTOBER in the year 2020 On the day of in the year before me, the undersigned, personally appeared DANIEL before me, the undersigned,personally appeared , personally FERRARA, personally known to me or proved to me on the basis known to me or proved to me on the basis of satisfactory evidence of satisfactory evidence to be the individual(s) whose name(s) is to be the individual(s) whose name(s) is (are) subscribed to the (are) subscribed to the within instrument and acknowledged to me within instrument and acknowledged to me that he/she/they that he/she/they executed the same in his/her/their capacity(ies),and executed the same in his/her/their capacity(ies), and that by that by his/her/their signature(s) on the instrument, the his/her/their signature(s) on the instrument,the individual(s),or the individual(s), or the person upon behalf of which the individual(s) person upon behalf of which the individual(s) acted, executed the acted,executed the instrument. instrument. ROBERT DEF RESE NOTARY PUBLIC,STATE OF NEW YORK Registration No.01DE5035117 Qualified in Suffolk County My Commission Expires October 24,2022 AcmNOWLCDGum TFORMFOR USE WITHINNEWYORKSTA TEONLY ACKNOWLEDGMENTFbRMFORUSEOUTSIDENEWYORKSTATEONY. L New York Subscribing Witness Acknowledgment Certificate} Out of Slate or Foreign General Acknowledgment Certificate) State of New York,County of )ss.: )ss.: ----------------------------------------------- Onthe day of in the year (Complete venue with Slate,Country,Province or Municipality) before me,the undersigned,personally appeared On the day of in the year the subscribing witness to the foregoing instrument, with whom I before me,the undersigned,personally appeared , am personally acquainted, who, being by me duly sworn, did personally known to me or proved to me on the basis of satisfactory depose and say that he/she/they reside(s)in evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they (if the place of residence is in a city, include the street and street number, if executed the same in his/her/their capacity(ies), that by his/her/ any, thereof;that he/she/they know(s)to be the individual described their signature(s) on the instrument, the individual(s), or the person in and who executed the foregoing instrument;that said subscribing upon behalf of which the individual(s) acted, executed the witness was present and saw said instrument. execute the same; and that said witness at the same time subscribed his/her/their name(s)as a witness thereto. BARGAIN&SALE DEED WITH COVENANTS AGAINST GRANTOR'S ACES TITLE NO. DISTRICT 1000 SECTION 113.00 55 COX NECK ROAD REALTY,LLC BLOCK 07.00 LOT 019.033 COUNTYORTOWN Su1I'ollc TO MARRATINIE CAPITAL LLC RECORDEDATREQUESTOF Fidelity National Title Insurance Company RETURNBYMAIL TO FIDELITY NATIONAL TITLE PATRICIA MOORE,ESQ. INSURANCE COMPANY 51020 MAIN ROAD . INCORroRATED1928 SOUTHOLD,NY 11971 Fidelity Member New York State Land7itleAssociaaan W U LL LL O (R Z O cc 8. S LA- LU W U If w M z F W Q W h W Q 51TE PLAN HATCH KEY: d. PROPOSED BUILDING ADDITION Q PROP05EP ACCESSORY STRUCTURE w ` w J PROP05ED 2ND STORY R 9 0 J J EN': � d. Uyik L7 N U(J 7 4 L=201.83 �- � -_ (5-0O 1 .0 PROJECT LOCATION & SCOPE Z NEW 2 STORY J�IID. FRAMED r J)NELLINC W/ ATTAGHED CARACE SITE PLAN & ZONING DATA z Z R-Ic>o.00 AND FOR / L=:3.64 / Q 6 LU -OO GENERAL 0 E ui o w ENERGY TABLE -j 00 STRUCTURAL DESIGN CHARTS Z C) o W PROJECT 1 ZONING DATA •t�Q HOLDOWN, ANCHOR BOLT, Y C) F �1 TAX MAP # 1000-115-0-I-1cl.55 Q Z 4 I r / STRAPPING, & NAILING DETAILS N V� ZONING DISTRICT A-G FASTENING SCHEDULE w w (D LOT AREA - ---_--- Lo Ix X i / 0.7 ACRES _ Lo 5O' REAR YARD - (5-00-4.00 FRAMING GRAPHICS o Q _ _ - - - - - - - - - - - - - - - - - _ _ WETLAVDSDISTRIGT N N/A d J O _ _ _ _ - - - - - - - - - - _ BEAM CONNECTION PATTERNS DEC DISTRICT N N/A Lu DETAILS Lu SUFFOLK COUNTY HD APPROVAL R-20-1564 5 BEDS - F=- iii PROPOSED FOUNDATION PLAN w , PATIO I- V 395 S.F. HABITABLE SPACE PROPOSED 2 J I I U J I BASEMENT AREA 2,017 S.F. 0 / A- 102 .01 PROPOSED FIRST FLOOR PLAN F I RST FLOOR AREA 2,01.7 S.F. PATIO 52.3 , 17.5 ;dj / O. Iq •� 5EGON7 FLOOR AREA 1,5x7 S.F. �I TOTAL BEDROOM COUNT 4 / - 0�,� ! PROPOSED SECOND FLOOR PLAN " PATIO �� 4 ' 24 S.F. r q 1 rn 14.5' f (n I �/ -U -( PROPOSED 2 STORY 10.& p _ WD. FRAME ;r DWELLING A- 0�-,0 PROPOSED ROOF FLOOR PLAN 2,01-T S.F. II ,% (4 BEDROOMS) ` PROPOSED OPOS E m �/ /�•C 554 5.F. LOT GOVIzRA6r= A-201 .01PROPOSED EXTERIOR ELEVATIONS cr 17 O 'i -� 6 1A, DE50RIPTION (FOOTPRINT) AREA 9�' LOT S 4 PORCH /7.3 COVERAGE 169 5.F. w I / / TOTAL LOT AREA 31,157.0 S.F. m PROP. WALKWAY CONCRETE PROP05EI:7.BUILDING 2,017.0 S.F. 6.535 -202.0 PROPOSED EXTERIOR ELEVATIONS N DRIVEWAY / PROPOSER.GARAGE 5&4.0 S.F. 1.9� o i _ _ I - - - - _ - - - -- - - _ _ _ _ / - - qO� FRONT �(P`RD - PROPOSED PORGH/PATIO 671.0 S.F. 2.2% TOTAL AREA OF ALL 5TRUGTURE5 3272.0 S.F. 10.5% �-,�O ( ,� I I BUILDING SECTIONS 0 "MAXIMUM LOT GOVERA5E ALLOWED - 20% w r: 0 I / A-502 .01 BUILDING SECTIONS DESIGN DETAILS z a W W i / REQUIRED 5ETBACKS - MAIN WILDING o 0 �c-�{•O � .00 DESIGN DETAILS R=186.4 REGU I RED PROPOSED COMPL I E5 > L=101.00' / FRONT YARD 40.0' 57.4' YES \ 04 SIDE YARD is.o' 51.91 YES 5- 101 .01 PROPOSED STRUCTURAL PLANS o \ BOTH SIDE+• YARDS 35.01 104.2' YES PROJECT: OF PpV11yG REAR YARD 50.0' 72.2' YES .-. E ONrAL�O ON �j- 102 ,01 PROPOSED STRUCTURAL PLANS ROYALTON ROW I I �t LOT 4 DESIGN B PROPOSED STRUCTURAL PLANS COX NECK ROAD 1 MATTITUCK, NY 11952 ,\`\ „, \ \ � �' ��..: - O WADER SUPPLY��SER DRAWING TITLE: \ \,.�., s=\,. `,�. ,.\ ma.. .�:.� I / -- �.. see \.:�\\p, �:.\ \.c < ".\\ \` \ \\ \ \ \ GAS RISER \, \\,.. \\ �\: �;:, PROJECT` \� .�,. \ \�: °�` \. \\. .,.. J CT LOCATION & SCOPE \ \, \\ ` " SITE PLAN & ZONING IMG DATA \\ \ \ \ \. \\ \. \ \ �I SITE \ :\... \ % \. _ � � �� a 50ALE: 1'-0" 15 O \ . . , . .. \...,., ..\ `. ,�,:.... \. \\ \\ o \.\\. a \ ... .\. \. \ . ..\ \, „ Allhr .\\\\\ NO, i \ \\\,.> \., PAGE: \\\�::_z., .fix. \.o:` ,.��,3 ` . .: �\. '\\:, :tea.. i sagg A ml IyIz ,a\; \fix:' „ ;' �o^y�:: .�: .. G--oolmo o SU�JGT PROi� RTY \\\, , :,.\ .\.. ' ' '\\, sem. \.\\a == \��.. �� ` \\\:.,. \\. \o.. \.. \\ \.\. \, 3a.\ :\ \\ `:\ \ "s \\ o L. \,: A\01 N \` _< \ :.. " :, DATE: 11/29/21 \\\ \.\: \\ _ 1 OF 17 a\. \ �. .., \. \ \ \,\.. \ \ \. \ \ 2024 .o \\\ jo 3 \. \. \ \. ' \, r \ \\\ \ \. .. �:��°' \ \\\ F \\ \, \ \ \ o A 3 t \ \:\\. \. SITE LAYOUT NOTES: \ `�,�� \ \\ n 3> ic I. THIS 15 AN ARCHITECTS SITE P AN $ IS >\` a`.\ , �, ,\\ \ \ , o. \ \ \ \_ \, \\ SUBJECT TO VERIFICATION BY A LICENSED \ .� \",. <,, \\. ,��\, m. \. \,, SURVEYOR. \. \ VEYO THE INFORMATION \. 7'' \\. .,u \ :\, \ \.\\ ....: om.. \. \.,..:.,. \. \ \ \ \ REPRESENTED ON THIS S AN \ SITE PL IS TO THE ..�. �. \> \ `�� .�$'b=� `�`a�. .�k•_: ARCHITECT'S BEST OF KNOWLEDGE. .._` .. .,., ,., ,� . ,�` ��. _�,, '� � .- �. \... .,.. ,t \ _ \ \. \ ..fit. 2. SURVEY INFORMATION WA5 OBTAINED \ ��.` .\ � � � ice.=.? ,�` ,\ \ o \. \\. \ \. .` \ \ ,.,.,,.... \, \\ \ <..•. a v...,.,\. .`.:Sae; :' � o:\�\\\a,' 0.e FROM A SURVEY DATED SEPT. 17 2020 \, \ . \\\�\.... \` :\ \_ \\\. \..\ \\_ .\ ,\ " AN PREPARED BY: �. o \ \: aee: _ \:. \ \ \ \. PETER A. GROBEN 001011 , AND SURVEYOR �..\... >.\, \\ \\\ \\\ < P.O. BOX '704 RIDGE, NY 11961 w.. TELEPHONE: (631) 549-4750 LOCATION MAP SCALE: NT5 OENAL SYl�fO i� Y a EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. LLI � EXISTING TO REMAIN WHEN APPLICABLE) � W J NEW FOUNDATION WALL NEW WOOD FRAME (L.G. ` STL. WHEN APPLICABLE) v` NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Q CD O WOOD FRAME (L.G. 5TL. P05T FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J P05T FOR b" WALLS), U.O.N. IT'-5" b'-I" 33'-0" NEW 2-HR FIRE RATED 12'-b" 8'-O" — 8" P. GONG. 12'-6" 0 WOOD FRAME (L.G. STL.. a WHEN APPLICABLE) — — R15ER WALL Z y — — — — — — — — = — — — — — — — — — — — I = r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I— Z FOUNDATION PLAN NOTES v 1 10'-4" 10'-4" 10'-4" - •• I J TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: NEW MEGH. ROOM: oo O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD 11 I. (2) NEW FURNACE (RHEEM PRESTIA6E SERIES 4 O 8 SILL SEAL � ' I > � Q TON)d RHEEM GAS WATER HEATER TO THIS ❑� �' ° Z Q (� • ANCHOR BOLTS A5 PER PACE 6-003 "- LOCATION 14 .FI'-b"-� I � 'r'� • P. CONG. FOUND. WALL A5 PER DETAIL UPON 14 14 -J • P. GONG. FOOTING AS PE--R DETAIL 2.INSTALL A5 PER MANU. SPEC.'s 14 10" Y • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 3.F.A.I. THROUGH WALL BACKFILL 1 I Q Z • S.O. FOOTING 3'-0" BELOW GRADE MIN. 4.FLUE THROUGH WD. FR. CHASE • I/2" EXPANSION JOINT L PERIMETER OF SLAB (WHEN 5. MAINTAIN 30 x30' CLEARANCE IN FRONT OF I COMPACT MECHANICAL UNITS AS PER NYS MG 306.1 m I PATIO o�NABovE PROVIDE 3" 1 LLL J N APPLICABLE) 6.MAINTAIN ALL APPLICABLE VENTING �- GONG. SLAB W/ W Cfl • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / CLEARANCES REQUIRED PER NYS MG 604. I STONE FIN15H Ln � STOOPS (WHEN APPLIGAI3LE) '1. DISCONNECT, REROUTE, 4 RECONNECT I PROVIDE 4" � Q Lo • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET EQUIPMENT TO EXISTING PIPING AS REQ'D I :• I GONG. SLAB Q Q FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) TYPICAL MECHANICAL ROOM NOTES: 2 I 5 FOR AIC J Q I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY I I CONDENSER "DUROGK" (OR EQUAL) OHOLDOWN: 2. FOR WD. FR. CLO. AND/OR WALLS - PROVIDE (1) HOLDOWNV' ASPER PAGE: 6-003 O - - - - - - - - - - - - - - - - - - - - - - - LAYER OF 5/8 TYPE X GYP. BD. UL U305 (OMIT ON Q 'Q � 8(�� V GONG. WALLS) TYP. 5TL. COL.: 5. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 5 ; ' W O SEE NOTED DETAIL AS PER. PLAN SPEC.'S AND AS PER NYS MECH. AND FUEL 6AS CODE 5'-3" 6'-O" 5'-3" _ W'N' 16 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT - 8" P. GONG. I I = = J IT CONFORMS TO NYS MECH. AND FUEL 6A5 CODE 'I`- tY 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE - RISER WALL `fl I I V J 24"x24"xl2" DEEP P. GONG. PAD FOOTING , IRST.FL. 1' O AS PER NOTED DETAIL (7Y11) b. MAINTAIN NSH I ORTPROVIDE URNAGEAKE FROM I/BOILER ELECTRICAL T CONC. PR GVIDE 4" URN I I Q EMB26ENV'r SHUT OFF 5WITGH -7. FOR 6A5 SERVICE, PROVIDE 6A5 SHUT OFF 5WITGH 1 - - - SEG.FL = O5 24"x12" DEEP P. GONG. CONTINUOUS FOOTING 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER J FURN. O AS PER NOTED DETAIL (TYt CLEARANCES AS PER GODS q. PROVIDE 5" FLOOR DRAIN d CONNECT TO EX15TINO Oi I MASONRY 11 PROVIDE 4" _6"— �•> SANITARY SYSTEM AS PER NY5 PLUMBING CODE ui PATIO ABOVE 5 2 ° GONG. 5LAB = = 15f .. O NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. 8 REINFORCEMENT AS PER DETAIL FREEZE PROOF HOSE BIB: 2 O MOOSl .HJEM 1 12 FASTENED w/MASONRY ANGHOR5 (PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) O GLIDING BASEMENT WINDOW ` °j o � °. E6REss 1 FOR WOOD STAIRS ® GRADE: — — — — — — — — — — — — WINDOW w/ 13 4" THK. P. GONG. PAD 5" WIDE x REQ'D LENGTH UPON ® ® WELL I I w 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS ® 1 41 2._O.. O O FIRE RATED DOOR: MAX. 16" O.G.,U.O.N. (MIN. 5 STRINOER5) _ V m b 30-•X6 0.-15 HR. SELF-CLOSING STEEL DR. �-� 1 ,I. I I Q 14 Ib"xl6'xl2' DEEP P. GONG. PAD FOOTING AS I 1 O RESERVED O PER NOTED DETAIL (TYPE O I �' I IS 13 10 5 4 3 4 5 4 - � FREEZE PROOF H05E BIB I 3'-1" 3'-1" '-q" 8' 7'-q" 10 BEAM POCKET (TYP.) 15 FASTENED w/MASONRY ANCHORS (PRECISE I l0 5 y3l 1 LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) _ . '7 O Q I6 (NAVIEN OR EQUWATER HEATER MODEL NPE-SERIES - - - L AL) - J L - ` L - 4 L�` N 4 O I I 1 Z I'1 RHEEM 115,000 BTU 6A5 FURNACE PR IDE 4° MODEL W95TC1151524MSA (OR EQUAL) I ui I 1 I -I 1 O GON . SLAB -O" 0 18 FOUND E POSTS FOR WD. DECK: ; 2 N WD. P.T. P05T 4 P. CONC. PIER UPON FOOTING AS PER - - - - - - r- - - - - - - - - - Z DECK DETAIL (TYP) BASEMENTUNF12 2 I o UNHIEATED I j 1 I I z g 1 ° W W 0 0 14'-9" = 3 cq o iv 1 5 L J ~ 0 I 1 0 �- ELEC. PANEL I i Iilllll 1 i - PROJECT: °' 1 SEE NOTE #6 4 _ ROYALTON ROW UP (115) Tr® T12" 1 1 1 m i . l r I I LOT 4 DESIGN B I I 1 1 1 I I • I o I � � I I 1 1 . i O _4' COX NECK ROAD 1O 1 i MATTITUCK, NY 11952 ol '. I 1 I1 I - - - - - - - - — - - 1 _�; 5 I I DRAWING TITLE: PROPOSED FOUNDATION PLAN I 5 1 a 1 2 5 BACKFILL - 2 T.: - - -7�7 t77 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 COMPACT cV - - - - -� MA50NRY EVERY b". J . I 2 PATIO ABOVE PROVIDE 5" -10 - - - - - - - - GONG. SLAB PV 15 STONE FINISH 2 14 I'-O" 14 in 14 - —14 I o PAGE: :[]° - - �•� 0 A-10 In 0 1 8" P. GONG. RISER WALL DATE: 11/29/21 5 OF V m Q Q 31'- 25'-•7" t� X , PROPOSED FOUNDATION FLAN 2,01-7 S.F. BASEMENT Si=AGF- SCALE: 1/4 = 1'-0" ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSON; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "5-003" FOR NAILING Q STRAPPING _ 0E yE RAL \E'�/ : DETAILS. Q ----- -- --- NEW PARTIAL HEIGHT NiNDOW CHART _ EXISTING TO BE DEMOLISHED OOD FRAME (L.G. 5TL. EGRESS W W WHEN APPLICABLE) \ ROUGH OPENING- WINDOW DIMENSION CLEAR J EXISTING TO REMAIN TAG TYPE MODEL # OPENING " NEW WOOD FRAME (L.G. � ' NEW FOUNDATION WALL `` � / _. .._ ---�.;,--..------ :_.�.-- -- EIGHT REG'D:24" a 5TL. WHEN APPLICABLE:) G HIDTH A HEIGHT WIDTH HEIGHT PEN REQ'D: 5.7 S.F. rr � A DOUBLE-HUNG HDH2410 j= '`-6 5'-0 " 2'-5 " 5'-0 �----{ NEW I-HR FIRE RATED MIN. (2) 2x4 STRUCTURAL _j I-----1 WOOD FRAME (L.G. 5TL.. B CASEMENT 613 2'-0 POST FOR 4 WALLS r_.� : ,� �_ �: :_ WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 3-O 2 O 2 I I ' Q F- POST FOR b" WALLS), U.O.N. C DOUBLE-HUNG H2 510 2'-b 4'-0 2'-5 4'-0 �" IF NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL.. r ____-- _ -L 33'-0" 10'-10" [ . !. D DOUBLE-HUNG WDH2O510 I 2'-2 4'-O 2'-I 4'-O }- WHEN APPLICABLE) -__-._ ___ B 2 $tt Z E PICTUREIF P3040 5'-O " 4`-O " 2'-11 " 4'-0" Q O -4 Lo FLOOR PLAN NOTES F AWNING A 281 2'- " �2°-8" 2'-7 " 2'-7 " H a DOOR NOTE: NEW LAUNDRY ROOM: G DOUBLE-HUNG WDH210410 8'-D "� 5`-O 2'-II 5'-O 5.74 I''O" rr r O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP _- 10-4 10-4" z OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s W 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. H TRANSOM HTR 2423 2' 2`-5 2'-5 g" IF2'-5 q a 9 .J OUT ON PLANS BY 'THERMATRU' (01Z EQUAL). - 0c) 3.PROVIDE HOOK UPS AS REQ'S PER MANU. -- - 9 F7 3.DOOR TYPE TO SELECT I TRANSOM HTR 2415 '-6 � ._ J1 I'-7 , " z a� CD 4.INSTALL A5 PER MANU 5PEC.'s F __. - ..._..... _ mm ., J rl H 3.PROVIDE (2) 2x8' HDR.,U.O.N. DRYER EXHAUST NOTE: ar; 0 _ 4.5EE PAGE 6-003 FOR ALL OTHER:FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR J AWNING A21 2'-0 -O J 21-0 2-0 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY OPENINGS N Q Z TA OSTAIR 6 RAILING NOTE: 3.DUCT 5IZE AS PER MANU. 2 I. ALL NEW STAIRS SHALL HAVE MAX. 7-3/4" RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER RAISED MASONRY PATIO LLW W d MIN. lo" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN Lo cr T1 2. 42" HIGH GUARDRAIL 4 SPINDLE 5PAGIN6 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 17'-6" LO NOT TO ALLOW PA55AOF A " IP SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 36" H16H HANDRAIL d SPINDLE 5PAGIN6 NOT SHALL BE LIMITED TO 51N&LE LENGTHS,NOT TO r I'*-6E 4 TO ALLOW PASSAGE OF A 4" 0 SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED T1 J O D 4 E 4 3. GRIPPABLE RAIL A5 PER W CODE IN ACCORDANCE WITH UL 2156A. D 4 6.EXHAUST DUCTS SHALL BE MIN O.OI6" THK RIGID 16'-4" 31'-10" WOOD FRAME STAIR: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS ® RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST D I. SEE NOTE ABOVE FOR STAIR S RAILING INFO. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2.RAILIN65 SHALL BE WOOD OR PVC. eSCREy45 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER m - - U GL05ED P. GONG, STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE Q - c \_ W 28 I. TYP. 42" RAIL A5 NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 NATURAL LIGHT 4 VENTILATION = J 2.RAILING SHALL BE WROUGHT IRON OR &ALV. 5TL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH a0° \ FASTENING SHALL BE AS PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES (HABITABLE SPACE) 6'-0" 4 EXTERIOR &R-AVE PAINT AS REG'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. COATIN6 FLOOR AREA 315 S.F. m 3.SEE FOUND. PLAN d DETAIL =w _ NEW FLUE: �' - I'I'-'1" 8'-6" 3'-8" "j-.. REG. S.F. PROV. '' " I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO SMOKE DETECTOR / GO DETECTOR NOTES: O O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT EXTERIOR WALL NL# 103 OR UL# 103 HT) - INSTALL AS LI&HTIN6;MIN. 5% -� � p` �� AR SMOKE /CARBON MONOXIDE COMBINATION DETECTOR PER MANU. SPEC - PROVIDE NEW WD. FR. ENCLOSURE w/ OF FLOOR AREA 25.2 S.F. 18.0 S.F. Q jz O (U) CONDENSER 1/2" GDX PLYWOOD 4 51DINO A5 NOTED - "CHASE = II HARD WIRED TO EACH OTHER w/BATTERY BACKUP. VENTILATION;NOT z O a1 GREAT ROOM KITCHEN O m U O Q s SECURING 0 STD. SIDE WALL" ON PAGE 6-004. 2.INSTALL ALL T PER MANU. S ON M LESS THAN 45% OF RAISED MASONRY PATIO in V 281 S.F. 215 S.F. 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE "ABE5G0 FP200 FR EXPANDING FOAM" (OR 11.3 S.F. 102 S.F. d d w IN COMPLIANCE WITH LOCAL CODE'_ EQUAL) AT ALL PENTRATIONS AT MIN. GLAZED AREA FLOOR5/WALL5/CEILIN65;PRODUCT CONFORMS TO A5TM REQUIRED rn 0 E 814,ASTM E 54, AND UL 147Q. 13 AR WINDOW NOTE: 3.MECHANICAL FLUE TO EXTEND V-O" MIN. ABOVE ANY 03 - IL CONDENSER ~� O I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". lnumm 400 SERIES CASEMENT, DOUBLEHUN6, OR GLIDIN& m I6'-4" (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE N SUBSTITUTIONS,SEE NOTE #q IN "CLASS WINDOWS O VENTILATION 15 NOT MET BY MEANS OF NATURAL tt1 1 AND DOORS" ON PACE 6-002 IF CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO WINDOWS - ALL 05MNT WNDWS SHALL HAVE OUTDOOR SPACES AS PER NY5 MECH. GORE SECTION 4 4 in O V m STRAIGHT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. SPECS _ 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE " 05 3-2 t- - TILT WASH A 3.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L. Og RESERVED 4.SEE PAGE 6-003 FOR FRAMING EELEMENT5 AROUND - A r rL-O" GUBBI WINDOWS (TYP. FOR ALL) U.O.N. 5-`�• ' m01 w EGRESS NOTE: ,, - - - IN COMPLIANCE WITH NEW YORK STATE BUILDING [� STRUCTURAL PERMAGAST COLUMN 8" SGUAR - - - - PANTRY CODE,SECTION 8310.2.1;THE FOLLOYVIN6 MEANS OF cV BEDROOM I Ip - - - - z 515 S.F. `.\ :.:..:_......,.�,pw,, \'<: 2 z EORE55 SHALL BE FOLLOWED: Q 3 .1 -------- 4'-7" I I'-5" IL 3-11 UDROGE) A-401 z N TYPICAL PLUMBING/HVAC SHAFT: - -� IL NET CLEAR OFENINO........... 5.7 S.F. IO PRECISE LOCATION d SIZE TO BE DETERMINED IN FIELD l NET CLEAR HE16HT............... 24" MINIMJM '- - -- NET CLEAR WIDTH................. 20" MINIMUM z \ 1 I >• 0 O _ tn RHEEM 4 TON AIR, CONDENSER b'-4" A-401 II MODEL#RAI648AJINA (OR EQUAL) p / \ 5 I 02 F HALK-IN 18" BENCH \r z lo'-O" O 4 G 05ET m 3 08 _ o DINING ROOM :..: w In O p` 5M/CO Ob - 118 S.F. 3_p „ M, / N Z QD)) LIN. " '1 w U GAS. LTJ CD / O O i 12'-II" I *I v M m I f lL _ 4 7 BATHROOM I � I Q F s 2 GAR GARAGE \ \ N 6 O6// N 550 S.F. O \ \ \ W N PROVIDE " TYPE "X" \ O Q \ OT 5HEETROCK AT WALLS \ A p II 3: 1�- 5'-10° 3GL. O6 DOWN rl5) 01"1.6 I I i O AND CEILING - - - - - \ - I _ T 7-2 GL. iv 5M/G I(14) Tr 12" i I T _ - �:I :I PITCH N m PROJECT: m a� ROYALTON ROW = I I I 4 06 OPEN O I p16) 1 07.6" I I I OX LOT 4 DESIGN B ABO 2 I / lCP a A ° 0. I\ D COX NECK ROAD FOY R \ - -- - - - - 128 5. . \ MATTITUCK NY 11952 DOOR MATERIAL 9 O PARLOR 1 \ rn TAG DESCRIPTION -- ii .aV }, 0 NOTES = OI I n O6 0 \ \ o d �t 5IZE THICK. 1- _ W1 4 4 A 4 A _ - - \ jd DRAWING TITLE: PROPOSED FIRST - - - --- -- - - - -- , FLOOR PLAN tl1 � 42 S.F. ��: 4 C � -� 4 G EXTERIOR7777,777 A = I P11 . 6 70 = B 4 51NOLE 3-O XT-O • • - - _ OI ! m N _ I' I N - _ -- SINGLE 2-8 X7-O • - --------- --- to -oil 51-oll 3'-8" I '-O" " 03 SLIDER 12'-O"X7'-O" IL PAGE: # • ---------- ----- r 04 if SINGLE �L 3'-O"X7'-O" �• j� �I SECOND FLOOR m -1_5" a aRAIS0 MASONRY PATIO L a v-r 9A-102m0l INTERIOR - FIRST FLOOR ' FULL FROSTED ~ 05 I POCKET ---_J -- 2'-o X'1'-O" ! .._ - OLA55 5'-10" 5'-10" Vi Q (� 06 SINGLE '�_ 01. DATE: 11/29/21 6 OF 17 C ---- � .:_ - _ 07 DOUBLE 7 2'-b"X7'-O" • O m OS 51NOLE 2'-b"X7'-O" SELF CLOSING; '� I HOUR FIRE RATED [L 31'_ " Oct SINGLE 2'-0"X7'-O" � u_ • € INTERIOR - SECOND FLOOR, ==:F . ---- SINGLE ----------=------ il SINGLE �i 2'-4"X'7'-o" j! F_ r -- - J, POCKET 2-b XT-O -= ^-� SELF CLOSI NG; SCALE: I/4" = I'-O" 12 - I { L------- _== L -- _ _ 1 HOUR FIRE RATED 2,01 S.F. H �IT �L. S ', G�; 3,22 S.F. �i�OSsi�E - - I I 13 DOUBLE �i 2-O=XT-0. --I`l ---- POCKET2 - '-4" " X7'-O • I �__� _�f _--L-.----- ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSON; INSTALL A5 PER MANU. 5PEC.'s. SEE PAGE "0-003" FOR NAILING 8 STRAPPING DETAILS. 8 MOWN \ PA \ _ wNi�s AN 1A 0 m , EXISTING TO BE DEMOLISHED � NEW PARTIAL HEIGHT \... :'\ >'..,. . WOOD FRAME (L.G. 57L. ____ -- -- \\\ EGRESS LLJW EXISTING TO REMAIN WHEN APPLICABLE) sH ..\:. CLEAR J "\ ROUC 'E WINDOW DIMENSION TAG TYPE MODEL # '\\" \` ? OPENING \\ .: NEW WOOD FRAME (L.G. -' NEW FOUNDATION WALL ` IDTH FZEa'D: 20" ;. 16HT REa'D:24" Q 5TL. WHEN APPLICABLE) YII \\ WIDTH HEIGHT PEN REa'D: S.F. y A DOUBLE-HUNG WDH2410 2-5 5-O NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS B CASEMENT G13 2'-C. ",_\ ' ? \ 2'-O 2'-II " W2HEN APPLICABLE) (MIN. (2) xb STRUCTURAL :. .:\\ P 4'-O ill Q POST FOR b" WALLS), U.O.N. -µM G DOUBLE-HUNG NDH24510 � \ H 4'»0 2'-5 NEW POST FIRE RATED \. „> :: :: .. WOOD FRAME (L.G. 5TL. \ #. \ ... \,\ o I '- WHEN APPLICABLE) D DOUBLE-HUNG NDH2O310 \\ ', . \ j.\\ 21 4'-0 'M WIN R, Q m E PICTURE P3040 \ " '-O"t",\\\, 2'-11 J" 4'-O" NATURAL LIGHT VENTILATION Q (HABITABLE SPACE) NATURAL LIGHT 4 VENTILATION = FLOOR PLAN NOTES �_ . ?O\ (HABITABLE 5PAGE) F AWNING A 281 F \\. .a >>,: �� " 2_-1 2_7 .f Z \:' " .'`' FLOOR AREA 152 S.F. DOOR NOTE: NEW LAUNDRY ROOM: 1\1000\11' •.; FLOOR AREA 1301 S.F. Q O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP I 5 G DOUBLE-HUNG HDH210410 f-t7 ", " 2'-II " 5'-O 5."14 IFJ OUT ON PLANS BY 'JELD-WEN' (OTZ EQUAL). 2.COORDINATE LAUND. ROOM d DOOR DIM.'s `°' " ` % REG. S.F. PROV. \. °.. ��..\: % REQ. S.F. PROV. W 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/51ZE OF EQUIP. H TRANSOM �F WTR 2423 `-b'' '- " - '- 'J OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REa'S PER MANU. 2 5 2 5 LIGHTING;MIN. 8% 12.2 S.F. 20.01 S.F. LIGHTING;MIN. 8% J ' OF FLOOR AREA oo 3.DOOR TYPE TO SELECT ,;;;; .. OF FLOOR AREA 11.1 S.F. 20.01 5.F. j Q c.. \ ..`. 4.INSTALL A5 PER MANU SPEC.'S I TRANSOM WTR 2415 2'-b` `' �`'"!'=°7 2'- 5 " 1'-'I " VENTILATION;NOT 3.PROVIDE (2) 2x8' HDR., U.O.N. DRYER EXHAUST NOTE: "0 VENTILATION;NOT _Z (� \ LE55 THAN 45% OF 5.5 S.F. 11.17 S.F. LE55 THAN 45% OF � 4.5EE PAGE 0-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR , ;'` ,°_ y;. \ MIN. GLAZED AREA 5.0 S.F. 11.71 S.F. J J AWNING 21 2-O `"\ 2- REQUIRED MIN. GLAZED AREA e-I O ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY ? °, OPEN I N65 .,. " .. \y :. REQUIRED Z �, STAIR 4 RAILING NOTE: 3.DUCT SIZE AS PER MANU. K CASEMENT GX135 :� .�`, �� 3-5 ..,� 2 7 � 3 4 �� 01.45 I. ALL NEW STAIRS SHALL HAVE MAX. -i-3/4" RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER - - - - - - - - - - - - - - J N 6 MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN LL W 2. 42" HIGH GUARDRAIL d SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO Lo (t VA NOT TO ALLOW PA55AGE OF A 4" 4) SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM I �, 36" HIGH HANDRAIL d SPINDLE 5PAGIN6 NOT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO D Lo TO ALLOW PASSAGE OF A 4" (V SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED I o J Q 3. 6RIPPABLE RAIL AS PER CODE: IN ACCORDANCE WITH UL 2158A. PROVIDE FLAT ROOF PROVIDE FLAT ROOF b.EXHAUST DUCTS SHALL BE MIN 0.016 THK RIGID EPDM MEMBRANE; EPDM MEMBRANE; I W WOOD FRAME STAIR: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS PITCH 4":l' AWAY FROM PITCH 4":I' AWAY FROM RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ® I. SEE NOTE ABOVE FOR STAIR d FZAILIN6 INFO. BUILDING BUILDING 2.RAILIN65 SHALL BE WOOD OR PVC. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER b'-10" b'-l0" I U CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE I-1'-6" 24'-4" I Lu I. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 U 2.RAILING SHALL BE WROUGHT IRON OR &ALV. 5TL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 010° I6'-4" II'-4" II'-4" I Z J FA5TENING SHALL BE AS PER FAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 4' & 3'-2" 8'-8" 3'-2" V .__I EXTERIOR GRADE PAINT AS REa'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. COATING 3.SEE FOUND. PLAN k DETAIL m Q Q NEW FLUE: SMOKE DETECTOR / GO DETECTOR NOTES: O6 I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO Q 4 G 6 4 4 6 E, 4 O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT EXTERIOR WALL (UL# 103 OR UL# 103 HT) - INSTALL A5 SMOKE / CARBON MONOXIDE COMBINATION DETECTOR PER MANU. 5PEC.'s - PROVIDE NEW WD. FR. ENCLOSURE w/ Iz Iz HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. I/2 GDX PLYWOOD # SIDING AS NOTED - "CHASE 2.INSTALL ALL AS PER MANU. 5PEC.'s SECURING ® STD. SIDE WALL" ON PAGE 6-004. w w 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE "ABESGO FF200 FR EXPANDING FOAM" (OR ( Is it IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATIONS AT FLOOR5/WALL5/CEILINOS;PRODUCT CONFORMS TO ASTM E 814,A5TM E 84, AND UL 14"(01. OWINDOW NOTE: 3.MECHANICAL FLUE TO EXTEND V-O" MIN. ABOVE ANY - I BEDROOM 3 BEDROOM 2 `I I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". ! I 152 S.F. 400 SERIES CASEMENT, DOUBLEHUN6, OR 6LIDIN& tV "': i I ' 1 to (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE e•� � I SUBSTITUTIONS,5EE NOTE #q IN "GLASS WINDOWS O VENTILATION 15 NOT MET BY MEANS OF NATURAL AND DOORS" ON PAGE 6-002 If: CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO WINDOW5 - ALL CSMNT WNDWS SHALL HAVE OUTDOOR SPACES A5 PER NYS MECH. CODE SECTION I ' STRAIGHT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. SPECS O EW I 2.IF DOUBLE HUNG - ALL DBL. HUNE3 WNDWS TO BE WO D DECK I 3 I 1 TILT WASH - I I `; 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. ? = 3_.13._I.. 5 S.F. 2'-II.. 3._01.. OS RESERVED t- I 10 5M/Go 4.5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND , 3 O WINDOWS (TYP. FOR ALL) U.O.N. - _ EGRESS NOTE: i .Ef` I 13 • 13 I D IN COMPLIANCE WITH NEW YORK STATE BUILDING O STRUCTURAL PERMAGAST COLUMN 8" SQUARE SM/GO I I = 00 GORE, SECTION 8310.2.1;THE FOLLOWING MEANS OF �� I I 5'-6" - - - - - L EGRESS SHALL BE FOLLOWED: I A UMBIN HVA HAFT: ! 1 ►' GL. 3 �` J_ iv I O w z NET CLEAR OPENING........... 5.'7 S.F. to TYP G L PL G/ G 5 O PRECISE LOCATION 8 SIZE TO BE DETERMINED IN FIELD I I i =1. in I uj 10 • 6 6 `• I V m O NET CLEAR HEIGHT............... 24" MINIMUM I 7 q 3'-O"�3'-O" _� � SM/GO � Q Q NET CLEAR WIDTH................. 20" MINIMUM Iz I 3'-4" d' '; 00 w RHEEM 4 TON AIR CONDENSER II NATURAL LIGHT VENTILATION o : :'° , r LAUNDR I� NT m x MODEL#RAI648AJINA ( OR EaUAL ) w 6 OOM tt1 I z (HABITABLE SPACE) I� ( 4 H - M � m I z 6 " 1 5 ' 0 O FLOOR AREA 2'70 S.F. % REQ. S.F. PROV. - BEDROOM 4 I - 3'-O"- -2'-b' I O Q LIGHTING;MIN. 8% �t b 21.6 S.F. 25.5 S.F. FAMILY ROOM O77 F FLOOR AREA - \ - - - - - - - - - - O VENTILATION;NOT I I ® ® z z_ LESS THAN 45% OF 2101 S.F. _O N 01."1 S.F. II.'1 S.F. _ _ I z MIN. GLAZED AREA q O - I w a N REQUIRED � t(1 T m '� Q I 4 I `} ( I O I 3 II O F 9 I 2 w • r S ;: - I w rl N h-4' SM/GOCNI 04 • 12 91 S.F. X' N ei N M/GO a �t - - - - - - Cn �• � W CN 0 O O :t I IO I Q c t7 �i O It 3'-0" 1z, ER 18=10 _ PROJECT: o II - 14 2 - 4 m �t 7'-0 GH Q0 SY - - ROYALTON ROW '41 \ ,. \� in ;\. \. \ .> \., \ \ \. \ \ \. \\ \ \: \. :. \ \ \\ \ \\. \ \, E \ - DESIGN B \\ \. 15 I >\ BONUS ROOM K - .\. ... -- - - - -"-- - - :... \ G 05ET r - �F .... DOOR `. "CERI `: BATHROOM 3 INSULATED m m `' \'' '•: \\\ \ `i ® FINISHED SPACE r \\ . 105 S.F. TAG DESCRIPTION �0 y\ ��` cs1 NOTES I COX NECK ROAD tt SIZE THICK. :: .��\ .:. I I I J ., \ 4 �, ,.2�S.F. 2 ( MATTITUCK, NY 11952 \\ 'arc \\\ .'\\: •'� 10'_2" IIS 9.FJ223 S.F.•SObAs>SOAs - 7'-0'G.H. IIS s.F. ;.x•a i4: ..vim a\ \ '€' <.r+ .. .. ...... ...\ ..,... ... .. ...., as ..... \ .... .. � ..�: ,....� \ \ \, c \ \. OPEN TO E OW o \ \. \ • ..... \\. ... ..gyp\\�\\\\\\\. ......\\... ..... ....eaa\. .\ .. ...� .\\` \ n = n : • I 4 3 q 4 3 101, I I RAWING TITLE: OI SINGLE 3a le O X17 O +►<, v\ 4 4 I 4 .� I PROPOSED SECOND FLOOR PLAN 02 SINGLE77,117 -IF- 4 03 SLIDER 12-O X7 \�\ 4 20 ,. 21 \. • ' SECOND FLOOR 04 SINGLE 3'-O ��_0 # `°' , ` 5'-3" 3'-10" 3'-10" -5'-3" 3'-I" -I" - - 2-4 - - - - - - - - - - - - - - _ _8 - - - - _ - - J AGE. mo \o* : PATIO 6 6 _ 6 .a a 2' 4" \. P a.. \. \ \\ .: \Imma.. \\\ \\ \ \\ \. ..\ \\.: \. \ \: FULL FROSTED . -- 05 POCKET GLASS Ob 511 OLE 2'-b"X i'-O.. \\ . NATURAL LIGHT 4 VENTILATION 07 DOUBLE ,. \� (HABITABLE SPACE) o _ DATE: 02/09/22 7 OF 17 =x-p-0. o`�� SELF CLOSING• FLOOR AREA 223 S.F. 08 SINGLE 2 .�\ :._ \•...` HOUR FIRE RATED % REG. S.F. PROV. Oq SINGLE 2'-O">C1'-0" '71011, \\ \.. c. LI&HTIN6;MIN. 8% 1 01 s . OF FLOOR AREA I?.8 S.F. 222 S.F. \\ \. \\ ::\ \ - VENTILATION; ,\. .. � .•�. .... \\., ; . .. �. _.;�� .� �\\. .::\\ \ ...��.. \\ \...::�\\\ L NOT A e \ \ .. \... \\\\ \ \, \ \ .. SE ND it OF \ \\ \\ . O \\ �' �\�, n\ .\. \ �..\�. \. :�\\o �'\ \\ �a..eco\::":'• Q \.,.\.. .. \ \\\\\\\.. O C�� m � m LESS THAN 45% OF 01.5 S.F. •<<G /!/�` - ' MIN. GLAZED AREA 10 SINGLE :21-611>0-O Lu " ` Q REaUIRED I I SINGLE 2'-4"X 1 � , A\W` 12 51 NOLE GOi�II� L.00R '� 9 -� 13 DOUBLE 2'-o"X-11-O" �r :,.< ``. °.:.. :. ry:, ?\ +'�' j, C ,. 1 , > ... _ 14 POCKET 2'-4"x-1'-o" :.�:•..,;, ;: :: I,��-7 S.F. HA5I TA5LE SFAC E; 1,of 32 5.F. GROSS AREA - SCALE: 1/4" 1'-0" Fy;_ ..:;;.,,,.. � ��I� 15 SINGLE 2'-411XT O" FEF* \\\\.:. _ \• y ❑ EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT \Ww OOD FRAME (L.O. STL. EX15TINO TO REMAIN WHEN APPLICABLE) \ J NEW FOUNDATION WALL ' NEW WOOD FRAME (L.O. Q STL. WHEN APPLICABLE) G \ (Y NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 0 WOOD FRAME (L.O. 5TL. POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL H- P05T FOR b" WALL5), U.O.N. (Y NEW 2-HR FIRE RATED O� WOOD FRAME (L.O. STL. WHEN APPLICABLE) Z O F- Z 4> Q � w J J 00 Z a) JTq vi O — — — — — — — — — — — — — — 4"x3" ALUM. Q Z N DOWN5POUT IX DOWN TO - 6RRAne(rn) Lo it � X® N c Q LO w Lu I I � I I I I I Q Q 4"x3" ALUM. DOWNSPOUT 2" x b" R.R. DOWN TOO Ib" O.G. 2 x 10:1 R.R. SPLASH GUARD 2" x 10" R.R. ® GRADE ® Ib" O.G. (TYP) I 4"x5" ALUM. — — — — — — — — — — — — DONN5POUTDOWN TO ( I t 4:12 PITCH SPLASH GUARD m GRADE (TYP) 2" x 10" R.R. 2" x 10" R.R. I 41:1122 PITCH q:12 PITCH ® I6 O.G. 10:12 PITCH Q 10:12 PITCH I Q I p � v �, w N = tx t X I � a zz. N ♦ I / I ♦ I / i i 0 \ / ♦ / I ( z ♦��J '�i m ti- J IU) r / z � N ♦ I � 5 X � � I o.�vv/ o I I � 5 w �- (2) 4.5" LVL HDRI � �® I U 2 1 NEW (2) 1.15"x11815" O.P. 2 OE LVL RIDGE I— - - - —� (2) q.5" LVL HDR � I � N z I W N IC IY x Qi I / �J o �'® I I 4"x3" ALUM. PROJECT: N N AO 9♦ x - I I DOWNSPOUT s (2) 2"x1 " R1DOE _® I L i �L 0 Q O DOWN TO X AA �� F - - _ 2_ _ _ _ _ 6UARV® ROYALTON ROW O O ui * V '� IY �G�� 2 I GRADE (TYP) _ � /r LOT 4 DESIGN B x ® / lit 2" x 10" - - - - - - - - - - - - - - I / R.R. �I 2" x 10� R.R. ON N Q- �N � COX NECK ROAD ® 16" O.G. O.G. MATTITUCK, NY 11952 12:1^^ PITCH 12:12 PITCH DRAWING TITLE: J I I =0 DSL LVL I N I PROPOSED ROOF PLAN N P RIDGE �J�a -1 ED I El — - - - - - - - - - - - - - - � M. DOWN POUTVOPNqN TO i A ` Li ,�� SPLASH - - - - - - - - —�U - - � -- � N 1- - �� — � PAGE: c &RADE (TYP) ry "+\O = V �p L 4"x3" ALUM. A-10 4 m 0 1 DOWNSPOUT �ry�ry DOWN TO SPLASH ❑ ❑ GUARD &RADE (rip) DATE: 11/29/21 8 OF 17 GUTTER HIGH POINT (TYP) 0 N Q CD 4 PROPOSED ROOF PLAN m d Q a. 1 1 � SCALE: 1/4" = 1'-0" ELEVATION NOTES OI ROOFING: LV , I. SEE NOTE ® SECTION 2. ASPHALT ROOFING SINGLES, COLOR k STYLE TBA (OR EQUAL) (MIN 50 YR. WAR"NTY) Q ROOFING: I � I. SEE NOTE ® SECTION 2. STANDING SEAM METAL ROOF,COLOR 4 STYLE TBA TOP RIDGE HEIGHT 2 (OR EQUAL) --------------- - 0 J ELEV. +2ab' -J OSIDING: F- I. SEE NOTE ® SECTION 2. LAP GEMENT SIDING, COLOR 4 STYLE TBA (OR EQUAL) W (MIN 50 YR. ARRANTY) — OSIDING: i- — O I. SEE NOTE ® SECTION Z 2. VERTICAL BOARD 4 BA17EN 51DIN5,COLOR $ STYLE f 0 TBA (OR EQUAL) (MIN 50 YR. WARRANTY) O5 STRUCTURAL PERMACAe)T COLUMN 8" 501JAR#✓ _......_.._......_.._._ = O 2 Q LU ODRYER VENT: J SEE NOTE ® PLAN J_ SECOND FLOOR GLC. HGT. 00 0 ELEV. +2+21.0' Z 4 ZZrTq � O U. z - - r- = LO SECOND FLOOR ___ r aI ITFTI I O J ELEV. +12.0' .2 P. F.F. _ LU LU FIRST FLOOR CEILING HEIGHT () ELEV. +10.8' Q o a ,� G G G . . a.° FIRST FLOOR _—_ Ll cv ELEV. +1.8' O BASELINE - — — — ELEV. +O.O' NORTHEAST ELEVATION (FRONT) w o 50ALE: 1/4" = 1'-0" z M U- z cn o � m 0 0 x z z m 0 W w u 0 � a m � o N zz z W w U) U 2 w G-\ 0-\ -ad w .i c14 r-I N N N LU 04 0 a e�I N 0 rl O In m Oi PROJECT: ROYALTON ROW LOT 4 DESIGN B COX NECK ROAD MATTITUCK, NY 11952 ri 40 > DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS PAGE: 3 -20J. 02 il — 02 0 DATE: 02/09/22 9 OF 17 �RF-D Apo, M?° y��t�` Q ell, � o NORTH EST ELEVATION (fid I C HT SIDE) 7405 0`� SCALE: 1/4" = I'-0" d ELEVATION NOTES Q OROOF I NO: L LJ I. SEE NOTE ® SECTION L1J ,2. ASPHALT ROOFING 51NOLE5, COLOR 4 STYLE TBA (OR J EQUAL) (MIN 50 YR. WARRANTY) Q s OROOFING: I. SEE NOTE 0 SECTION I 2. STANDING SEAM METAL ROOF, COLOR 4 STYLE TBA (OR EGtUAL) TOP RIDGE HEIGHT O --------------- OSIDING: I. SEE NOTE ® SECTION 2. LAP CEMENT 51DIN5,COLOR: 4 STYLE TBA (OR EQUAL) ~ Y (MIN 50 YR. WARRANTY) OSIDING: — _ _----- ------ — —— — -- -- I. SEE NOTE ® SECTION _ 2. VERTICAL BOARD 4 BATTEI4 SIDING,COLOR 4 STYLE r =-- -- -- --- TBA (OR EQUAL) (MIN 50 YR:. WARRANTY) O STRUCTURAL PERMACAST COLUMN W 5OUARE _ O ~ Z Q ODRYER VENT: _ _ -- - --- ------- - -- - - W b SEE NOTE ® PLAN ---- -- - --- -- _ — J 00 SECOND FLOOR CLO. HOT - --_— _ Z C) ---------- ELEV. +21.0' — _ - - r-I z q* LL O O O 0 lA11% eTI oQSECON � ELEV. +1 FLOOR ' uj TT Lu FIRST FLOOR CEILING HEIGHT = J ELEV. +10.8' Ix D E D 03 O O 03 O , 02 � FIRST FLOOR ° ELEV. +1.95' BASELINE - IQV ELEV. +0.0' SOUTHNEST ELEVATION (REAR) o W SCALE: 1/4" = 1'-0" z U- 0 0 m U) M z 0 m 0 W 0 m m z g z Q, W W I 2 5 O 0 U S W �—I - rl N W N e-I 0 - -- - PROJECT: LOT 4 DESIGN B COX NECK ROAD 3 0 MATTITUCK, NY 11952 m DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS O A A OA OA PAGE: F A-202mOl 3 DATE: 11/29/21 10 OF 17 SOUTHEST ELEVATION (LEFT SIDE) SCALE: 1/4" = 1'-0" 11 BUILDING SEOTI ON NOTES ONEW ROOFING NOTE (TYP.): I. INSTALL NEW ASPHALT ROOFING 5HIN6LE5 CONNECTION 'A' A5 Lu 2.INSTALL ICE AND WATER SH'lELD FROM FASCIA UP TO PER PAGE 6-003 I J 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS TOP RIDGE HEIGHT -_-_- I NEW RIDGE OVER ELEV. +28.6Q 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER 4.1/2" GDX PLYWOOD SHEATHIINC (BLOCK ALL SEAMS) IE — -- -- 5. GAP 5HIN6LE OVER RIDGE d HIPS (AS REG'D) — --- - _ - - � 0 6.PROVIDE RIDGE VENT (A5 REO'D) R.R. AS PER PLANS P� J 1. FLASH ALL VALLEYS 6.INSTALL DRIP EDGE A5 REO'D Q. INSTALL ALL A5 PER MANU. SPEG°'s _ - /P�j - ;Z— TYPICAL _TYPICAL ROOF Q CEILING CONSTRUCTION: m \ \RNs • NEW ROOFING AS NOTED • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALLz Z PLYP• R.R.,,OJ .J. AS PER PLAN .J. 4 C.T.G T. AS NOTED ON PLANS (® SPANS S 5 = OVER & INSTALL "X" 13RID61N6 ® CENTER OF SPAN,U.O.N) • MIN. OF R-4a SPRAY FOAM INSULATION SECOND FLOOR CL6. HGT,� -- Q o Q LLI TYPICAL EXTERIOR WALL CONSTRUCTION (TYP): o \ = \ --- - J O • UPON "TYVEK" HOUSE WRAF' (OR EQUAL) �' —� 00 • UPON 1/2" GDX PLYWD. 5HEATHIN6 (BLOCKIN(q ® ALLI- - W.I.G. BATHROOM #3 O h � �' O Q BEDROOM #4 �' PLYWD SEAMS) � � - , � Z � (� • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE W J • 2" FOAM INSULATION W/R-I5 BATT INSULATION (R-2'1) $ O • 5/8" GYPSUM ED. WALL FINISH Z o > z Z �' SECOND FLOOR _� PROVIDE SLEEPER AT 4":12 NEW SIDING NOTE (TYP.): Q PITCH;PROVIDE EPDM FLAT ' Q Z 4 I. INSTALL NEW FIBER GEMENT HORIZONTAL ELEV. +12.0' — — — ROOF MEMBRANE ABOVE �; LCL. —� N O Lu LAP SIDING b VERTICAL BOARD 4 BATTEN SLEEPERS. I Lo m r-I SIDING —__- - 2."TYVEK" HOUSE WRAP (OR f:QUAL) --c�V_ I I'- _ u 5.INSTALL ALL AS PER MANU. SPEG.'s F.J. AS PER PLANS q J O 4.PROVIDE ALL NECESSARY 'TRIM FOR PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF LJV FOUNDATION WALL FIRST FLOOR _CEILING HEIGHT ELEV. +10.8' ONEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. I I V REINFORCEMENT AS PER DETAILLu TYPICAL FLOOR CONSTRUCTION: O O BEDROOM #I FTHOO #I PARLOR 3: ` J O • NEW FLOOR J015T AS NOTED ON PLAN =Y 6 { f U .J • 3/4" GDX PLYWD T46 SHEATHING (BLOCKING ® ALL PLYWD SEAMS) ( I = 4 " F.J. AS NOTED ON PLANS (0 SPANS OVER 8 U.D NA,L..L "X" BRIDGING ® GI=LATER OF SPAN, FIRST FLOOR • MIN. OF R-50 BATT INSULATION;FOAM MIN. 3 ELEV. I.8 AT RIM J015T -- - - O PER PLANS \\ ;: T BASELINE — I I CONNECTION 'CI' AIS ELEV. +0.0' rm— 3 I I I - 4 — — A-4ol NEW 5 WI A-401 I I FLOOR ASE EMBL I I BASEMENT I I I I I I I I I -►ELI A-401 — — — J A-401 — — — z Z SECTION A /A-301 `Ln n 2 SCALE: 1/4" = P-011o z O m 0 w m O ix t� I � N Z R.R. AS PER PLANS �X �x X X z g I XXX LXXX XXYJ R.R. AS PER PLANSS� XXX;XXX%X w W ,z OO II 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 II U = SII II II II II 2 II II II II II II II II II II II II II� _ ri CONNECTION 'Br' AS I I I I N PER PACE 6-005 W o NEW R.R. TO G.J. ~ N Q G.J. AS PER PLAN5� - - - - - PROJECT: = ROYALTON ROW LOT 4 DESIGN B 3 _ BEDROOM 5 GL. FAMILY ROOM 3 O _-A ZOE 2X6 LVL STUD WALL;ALL PROVIDE EPDM FLAT ROOF r AREAS WHERE WALL I5 MEMBRANE;AND PITCH 4":I' ABOVE q TO FLOOR SYSTEM; AWAY FROM BUILDING PROVIDE I' PLYWOOD AT COX NECK ROAD INSIDE OF WALL PRIOR TO _ GYPSUM BOARD INSTALLATION MATTITUCK, NY 11952 F.J. AS PER PLANS DRAWING TITLE: BUILDING SECTIONS GREAT ROOM DINING ROOM s 4 � PAGE: o A-30loOl �'7 X) Y XX XXXXX Y_C CxXXX F.J. AS PER PLANS - DATE: 11/29/21 11 0 F 17 CONNECTION 'GI' A5 6 PER PACE 6-003 PIEW STUD TO I I FL O ASSEMBLY I I . I MECH, ROOM BASEMENT I I - I I 4 SECTION 5 A-301 SCALE: 1/4" = 1'-0" . f G.. BUILDING 5EGTI0N NOTE5 Q OtEN ROOFING NOTE (TYP): W INSTALL NEW ASPHALT ROOFING SHINGLES I. W 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS OVER 7 77 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER 4.1/2" GDX PLYWOOD 5HEATHIN& (BLOCK ALL 5F-At--15) TOP RIDGE HEIGHT 5. GAP 5HIN6LE OVER RIDGE 4 HIP5 (AS REOV) - 6.PROVIDE RIDGE VENT(A5 RE:Q'D) ELEV. +28.6' �\ 7. FLASH ALL VALLEYS ---------- 8.INSTALL DRIP EDGE AS REQ'17 11. INSTALL ALL AS PER MANU. SPEC.'s OTYPICAL ROOF B CEILING 0ON5TRUCTION: CL/ • NEW ROOFING AS NOTED ti / \ I/2" GDX PLYWD SHEATHING i,'ELOCKINO ® ALL r / \ z PLYWD SEAMS) • R.R., G.J., $ G.T. AS NOTED ON PLANS (® SPANS OVER 5' INSTALL "X" BRID61N6 ® CENTER OF SPAN, U.O.N) -- AGE�6-003 �� Z • MIN. OF R-49 SPRAY FOAM INSULATION SEW RIDG TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): r \ W O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) .SECOND FLOOR GLC.IIGT � CONNECTION '5[,-A5— oo • UPON 1/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® ALL ELEV. +21.0' PER PAGE 6 - pti _ / ; C� �l ❑ 5YM50❑ <EY : NEW PARTIAL HEIGHT ❑ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. W WHEN APPLICABLE) J EXISTING TO REMAIN NEW WOOD FRAME (L..G. NEW FOUNDATION WALL m [Ll ;. Q STL. WHEN APPLICABLE) G Q NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5TL. © POST FOR 4" WALLS O WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL — — — — P05T FOR 6" WALL5), U.O.N. — — — — NEW2-HRFIRE RATED — - - - - - - - - - - — — — — — — _ _ - - - - - - WOOD FRAME (L.G. 5TL. O WHEN APPLICABLE) I — — — — — I— — — — — — — — — — — — — — — — — — — — — — — — — — — — - Z - •el I •� I = s Q ❑Lil �L- W ❑ ❑ J ❑ 1 -�-� 00 : I Z_ a' � r � u- ww L — — - - - - - - - - — — — — — — — — — — — — — — � . . . oQLO Q4r- — — — — — — — — — — — — — — — — — — — — — — — — — - W I . . — — — — — EL -- - - - - I I I I � . . • I � I � � ..❑ — — — — — — — — Ic L MOOSI .HJ3M :op • - - - - - - - - - — — � I— ❑ I I I um Q I I I I EPP WI 60 11 '7/b., I 1 f— _l F — -I — 1 pW If I' •. F.J. 16" O.G. - - I — �- +— - - , ( L - Jp (3) I I.b"i5 2.OE 6-P LVL (3) I Lb-15 2.OE 6-P LVL • — — — — — —•� L J DROPPED 61RDER L — J L — J DROPPED OIRDER I 2"xb" T. ILI ° w 2 D-w l I II �I ' z Vxb" P.T. I F- T hi I m O 'ER ❑ ❑: � I Or : - - - - - - - - - - - - - — - - - - -•� 0 ,- - - - - - - - - - - - - - - - - - - - - - - � LUL '. BASEMENT ®3 I zo UNFINISHED � In UNHEATED I 1 0 I • I I 1865 S.F. _ p L ROGKWALL 15ULATION BETWEEN F.J. I I ( z U W a PROVIDE I I ui N SI J015T F- — J 2) I lb 75 ZOE 6-P LVL I- — � 1 I 1 O O HANGER _ -0 DROPPED 61RDER I I U 2 N I I I 1 I 1Lu \ a \ a a PROJECT: Lu �a = ROYALTON ROW a°I ' I 1 I LOT 4 DESIGN B MROVIDE DBL. 11.675 LVL HDR. SIMPSON JOIST GP WI 60 111/6" n D HANGER F.J. 16" O.G. COX NECK ROAD MATTITUCK, NY 11952 • - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - — ❑ L - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'J DRAWING TITLE: 6:_. y 2'-10"❑ PROPOSED STRUCTURAL PLAN AF1 .. - - - - ❑.. � Q - - - - - i — — — — — — — - - - - - ❑ PAGE: S-10 im 0 1 0 md Q DATE: 11/29/21 14 OF 17 0 m Ip Q �I+ r FROFOSF-r�) FOUNDATION STRUCTURAL PLAN SCALE: 1/4" O N AL 5"**r 1�50L < `r : _ EXISTING TO BE DEMOLISHED WOO FRAME (L.G.HEI&H5TL. W WHEN APPLICABLE) J EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q 5TL. WHEN APPLICABLE) �----{ NEW I-HR FIRE RATEDMIN. (2) 2"x4" STRUCTURAL 4Z7 `i WOOD FRAME (L.G. STL. 7 P05T FOR 4" WALL5 m �p J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL d P: NEW 2-HR FIRE RATED P05T FOR 6" WALLS), U.O.N. 0 WOOD FRAME (L.G. 57L. p„ WHEN APPLICABLE) }, Z O H Z Q 0 W J J OI) (5) 2"x10" P.T. 61RDER (5) 2"x10" P.T. 61 PER > O B- - - - -©-- - - - E} - - -e T-1 Tq Q Q Z N RAISED MASONRY PATIO m W (fl Lf) Ix rq r- LA 0 � O TRP. P05T TRP. P05T W TO HDR. TO HDR. m ` (5) I.15 x 11.875 \I V d LVL HDR L PH I — ° — — W 2 J \„ J 0 W OO rJ Q� RAISED MASONRY GREAT ROOM -� <= KITCHEN PATIO r �IL ZZ . w O (2) 9.5 LVL HEADER .\ I ;, gym (2) 2"x10" DROPPED d (2) 9.5" LVL DROPPED HDR., V HDR. HT. HDR.,8' HDR. HT. AzDBL. POST P. P05T TRP. PO5T TO HDR. TO HDR. TO HDR. m PANTRY v w = BEDROOM ] `' LVL - _ 7.6775-7- - N R . HEADER > .. ROOM- — — — - P — — - - ti. F USH HDR IL W A-401 N i 1/8" OPEN WEB ENGINEER TRUSS z I O �u' DE516N BY ANUFACTUREN O F WALK-IN 7 p - \ z 0 GOET p m r a 777, DINING ROOMui x- m — — 0 DBL. POST TO HDR. V I u ? I / / fl 777 7 77 50 0 ui I\OE r U- 0 Lu Lu tv -1 0 0 Z[EZ BATHROOM ij to / < y PARTIAL 2 GAR GARAGE I U lD \ HE 16HT /�\ - - -- d RCN v \::\a��: �: vim•• �\ �= �d� \ \ CII H N -Z 13 - - - fj 141 DBL. POST I I I I I I ` — T il_i PROJECT: TO HDR. - - - - c.: L—F U5" HDR I I I I 0 \ DBL. POST DBL. PO5T �'_ - o R OYA LTO N R 0 W TO HDR. TO HDR. I — — II_I / / \ / I LOT 4 DESIGN B _ -302 / o JOIST HANGER NOTE: PROVIDE HAN6ER5 FOY R . °:. ( \ p TO ALL F.J. AT FLUSH \ \ COX NECK ROAD PARLOR I HEADERS. \ \ o MATTITUCK, NY 11952 I oI II 'I/8" OPEN WEB ENGINEER TRUSS DBL. POST I \ O F.J. ® I " O.C. TO HDR' HALF-BATH \ \ A DRAWING TITLE: DF-51ONBY NUFA07URE 42 S.F. I� 2 g5_LVL HDR PROPOSEDSTRUCTURAL PLAN 2.OE 2Xb LVL STUD U 14',WALL;PROV. U a.. " AT INTER. a\M GENERAL SY�'f 50L <ENr : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT LL WOOD FRAME (L.G. 5TL. EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q 5TL. WHEN APPLICABLE) ` I--{ NEW I-HR FIRE RATED MIN. (2) 2x4 STRUCTURAL Ii WOOD FRAME (L.G. 5TL. El POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL f- P05T FOR 6" WALL5), U.O.N. NEW 2-HR FIRE RATED O WOOD FRAME (L.G. 5TL.WHEN APPLICABLE) O o F mm Z Q Q � W J J 00 Z r-I O QZvq u- Lu LA cr. e-I N =) in e0- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� JO I IIx U W H I I Q PO T TO RIDGE A VE P v ~ OST TO ( RIDGE ABOVE -\ BEDROOM 5 BEDROOM 2 I I Al G.T. ® 16" O.G. 9 FEET ABOVE FF Aw WO D DECK I p w , Ln I x POST TO I Z RIDGE ABOVE I I N \\ \...; - — — — I O cn o cn � 4 Z :. ca 0 y n op ;LAU DR I p lwlw 2.. G.T. ` \ ROOM G.T. a 16" O.G. ,I a FEET ABOVE FF z — � BEDROOM 4L — — — z g w w FAMILY ROOM ax Q� t- � N ® x w rn N IL , >' .... .\ Q POST TOU p ell POST TO RIDGE ABOVE-\'� p RIDGE ABOVE Ar Roots 2PROJECT: POS TO RIDGE-ABOVE N (2) POST TO POST TO NEW(2) 1.15"x11.885" G.P. HEADER RIDGE ABOVE 2.OE LVL FLUSH HEADER ROYALTON ROW (2) POST TO P05T TO LOT 4 D ES I G N B HEADER RIDGE ABOVE TPL. P05 " TPL. POST Qz TO RIDGE ly WALK-IN I COX NECK ROAD BATHROOM 5 CLOSET I BONUS ROOM MATTITUCK, NY 11952 ff isi DRAWING TITLE: PROPOSED STRUCTURAL PLAN I I (2) 4.5" 1 VL HDR ° PAGE: 777,777 7777777, POST TO 0 1 RIDGE ABOVE I - - - - - - - - - - - - - - - - - - - - - - - - - � S— I u" i L - - - - - - - -- - - - - - -- DATE: 11/29/21 16 OF 17 Q 4m . o Q v m Q FROPOSEr7) SECOND FLOOR STRUCTURAL FLAN I 50ALE: 1/4" = P-O" I SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION Q 0 i. PROPOSED ACCESSORY STRUCTURE $ I, w w J r - ] PROPOSED 2ND STORY -- 9 til exterior lighting fnctalled,replaced or J J e -;red sh211 Conformto Chapter 172 _ - - _ .._ J T 5 • e O Cf the Torm Code - - - (5a001 .00 PROJECT LOCATION & SCOPE Z - NEN 2 5TORY WD. FRAMED D1NELL I NC W/ ATTAGHF_D C ARRC F SITE PLAN & ZONING DATA _ R=100.00 Z AND FORGH i z L-3.84 f -O®2 .00 GENERAL NOTES w 1 J (� o I ENERGY TABLE =- pp STRUCTURAL DESIGN CHARTS O ° - (�lI PROJECT / ZONING DAT�r _�__ - - - - - -- - - - -----,- Z 'r') (D - --- 1 _-._.... . . _- -.. . .-, . __-_-___..._.. -- --___ (5-005.00 HOLDOWN, ANCHOR BOLT, Y TAX-MAP # 1000-113-O-f-I�i.30 J � -- STRAPPING, & NAILING DETAILS Q Z r-I �I ZONING DISTRICT A-G w J N FASTENING SCHEDULE w LO 0 LOT AREA 0.7 ACRES 50' REAR YARD - - -��.®® LO FRAMING GRAPHICS --- - -- - -- -- o Q - - - - - - - - - - N/A e-I J O -_ BEAM CONNECTION PATTERNS - - --- - i --- -'-- -- --- - - r� IIII , T DS DISTRICT N u 1 r DEC DISTRICT -N - N/A FIREBLOCKING DETAILS w 1 � PROPOSED - - - - --- - - --- -- � SUFFOLK COUNTY HD APPROVAL 20 II 5 BEDS � i' - -- - -; ~ 1864 .. . ..'!._. _. _ _.. PATIO _„ - I ,00 PROPOSED FOUNDATION PLAN w 82 8 HABITABLE SPACE PROPOSED V J i BASEMENT AREA 2,017 S.F. - -- -- - - - - - - -- J � I PROPOSED - a PATIO 1 � 102 .(�O PROPOSED FIRST FLOOR PLAN FIRST FLOOR AREA 2,017 S.F. III SECOND FLOOR AREA 1,374 S.F. N PROP. - - I PATIO - 14.8 � TOTAL BEDROOM COUNT 4 A- 05.00 � PROPOSED SECOND FLOOR PLAN � PROPOSED 2 STORY /� Q WD. FRAME I fti I '// �� DWELLING fry / _ i •...., . -( - 2,017PROPOSED' / PROPOSED / //�/ - O�-.00 ROOF FLOOR PLAN 0 � I � N� GARAGE ,/, i� (�� `'OU/j�S) f � � �/ � , X/ LOT COVER 5E I __� �•3' PROPOSED /17.4 /�/ 4'1.3' PORCH DESCRIPTION (FOOTPRINT) AREA 9b LOT PROPOSED EXTERIOR ELEVATIONS t GOVERAOE 11 PROPOSED - , 'I - - --- - _= ! DRIVEWAY PR P. WALKWAY I III TOTAL LOT AREA 31,15"1 O S.F.CONCRETE jll - I, - -- - .. .- J - - -- -- -- ----- --- - --- - ------------ I I ! A-202.00 _ - PROPOSED BUILDING II 2,o1-r.o S.F.s.F. 6.5Y � PROPOSED EXTERIOR ELEVATIONS i I PROPOSED GARAGE -- --II 5Q4.Q S.F. -- - I A - � i I I , PROPOSED PORCH/PATIO 804.5 S.F. p 2,69b 40 FRONT YARD - TOTAL AREA OF ALL STRUCTURES 3416.4 S.F. II.o3� -J®� .��,? BUILDING SECTIONS "MAXIMUM LOT COVERAGE ALLOWED - 20% I BUILDING SECTIONS DESIGN DETAILS .. "-?rowan Minualy and er I REG2U I RED ry f- NYS Enemy Code -- R=188.46 ®� .�O DESIGN DETAILS w REQUIRED PROPOSED COMPLIES ! > L=101.00 II - FRONT YARD 40.0' ! _ �- - ---►" _ jI II 61.8� YES t � I SIDE YARD ~ I 15.0 47.3 YES I I I PROPOSED STRUCTURAL PLANS o VI / - --_ ---- _ -_- - -_ -- - � YES I 1 3 ! .i 1�1��; done R:�q�1 ,� - � j - _-- - 104.6' PROJECT: _ BOT SIDE YARDS 35.0' I -, REAR YARD 50.0 64.2 - >� nd eluc1 ivor1: N �� - ,-' 3 OF pp,\/lNG = - S - - - - -- - -- ' YE U I Ztingr`quirod. ,, - RO�ALT ON ROY � 502 ,00 PROPOSED STRUCTURAL PLANS ROYALTON ROW LOT 4 DESIGN B - I yp�'�/S P /� �eI �^p t� R /'� p� 1 Cj- O�j,(�0 PROPOSED STRUCTURAL PLANS COX NECK ROAD i/a�,/��P"LY'4 Y.*'p'td14J�et'��:t Ylir'ia�i�i576w!!� 1 I PLUP'IBER CERTIFICATION I MATTITUCK, NY 11952 ON LEAD CONTENT BEFORE CERTIFI OCCUP '� _-. ,,. ,. . - _ - ' --- - ---- -- - - _ - -- - - - . CATS OF AA'CY PLUMBING // m''�w.". ,....,,.,,,.°mH....,,,v,;,.n.,w.,.,,..v., MD/armw/,Yrw>.om//U ar/ r „5r,.. -- .. .. r ,,,, „ -: - r � ER SUPPLY RISER - - - v; ® ---- A AS E ALL PLUMBING ' SOLDER ,r S ,. D W A T r� I GAS RISER Ir r� IJI TE ,. , R WA ; . PROJECT LOCATION 0 ATI C ON & P Y SYSTEMr . : SCOPE ,, ` , • N FO:tECO►EKING ,,, r :".,.,..;,,... w'i't GEE ,: T "` ..;'. 0 EXCEED ,.. ,.' IT :. SITE PLAN & ZONING �,,. ,%�'� DAT 2 r„ A 1 ; o LEA <,. ,;��;:, �;� .": D , SITE N is SCALE, I O - V-0" , WITH 64 ; '. 0 NOT PROCEED WI � "I <. AGE. FRP,tvtl��a UNTIL SURVEY. P OF FOUNDATION LOCATION I , HAS BEEN APPROVED. G-001m00 5U� ARP 0 ED A,) NO ED DATE: 7Li B.P.# r Com MP PLY WITH T ALL L D DA O TE: CODES OF 03/25/21 1 0 F 17 L i BY NEW Y • OR K STATE & TOWN ', ODES ,TIFY BUILDING D „i /: ..., DEPARTMENT AT /. S REQUI RED AND `%'' CONDITIONS '.. . 5-1802 8 AM TO 4 PM FOR SOF THE , _OWING INSPECTIONS: „�.,,,.,:r ,,,,,f.,, tJl^�L+GI ,,,?/;i .i:/,.,/,�%s. s' - -- SITE LAYOUT NOTES: <,:..';:;-, ,, ' ..�.,, ;.�,: . i .., . ";:i' -r' ,. 5�/ ;9,, C. TION TWO REQUIRED i I. THIS IS AN ARCHITECT S SITE PLAN 8 IS _ SO IBOARD „ . Q�1T1Oi�d P tvlr o� For � POURED CONCRETE C ETESUBJECT TO VERIFICATION BY A LICENSED .,ii,•r, < q., .,,•.o.>... ,/, .ii ...:,.':..."s' ;,moi l .,'(' 6'` >r*„a'^=..+-..n ., .. : iy,%:@ .. ,;. ./.L'. .. `z' ,.. r• < ., ., .�i,;�/ ➢„. ..,h F,°n tri.,. ROI, ,%.., ,,,, . ,,,,;�., ��„ ,,,;,,,,,,,,,, ,,,,,,,. ,%, ,:; e•. GSI FRAMING & PLUMBING + SURVEYOR. THE INFORMATION / r,, ��1V TRJST i/ s. E N THIS SITE PLAN IS TO THE /, INSULA c: I RE SE TED ON L �.:.,,. ARCHITECTS BEST OF KNOWLEDGE. i., „ INAL CONSTRUCTION MUT � % �• r- ;,- Cj rlk "U9, BE COMPLETE -� 2. SURVEYINFORMATION WAS OBTAIN s <•%:,,/%%;%9""s." ••moi ,*nv, ,ii/,,.. %U:': CONSTRUCTION CTION SMALL M EET THE FROM A SURVEY DATED SEPT. 17 2020 _- s /. ' i L A D PREPARED BY ',' / _ PJ' N UIRE 0 THE CODES OF NEW CUP A / i OR1E. Til :r` K STA R u P 3 4 RESPONSIBLE FOR '' '.' 4 PETER A. GROBEN ' / S , E S SI UNLAWFUL N , OR L ' C N / 0 ST A //. R UCrI W ON ERR F ORS. U L , .,, ....,.. . LAND SURVEYOR �-%�" ,,,,, WITHOUT CERTIFICAT �•. P.O. BOX '104 RIDGE, NY 11961 ., %..,,.:'::..' < . ',F„ .,, ',:�' RETAIN STORM WA f ER RUNOFF I- TELEPHONE: (631) 849-4'150 L u(j 1 4 LOCATION MAfi= PURSUANT TO CHAPTER 236 OF OCCUPANCY OF THE TOWN CODE. SCALE: NTS - - - - - - - CARPENTRY WOOD FRAMING MATERIAL STANDARDS --- - -- ---- ----_- - - - - - __-- _. -. . __-_-__-__ NOTES 4 5FE(c 1 F I GATI ONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 815) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE FOUNDATION, CONCRETE, APID MASONRY AE35RE Y I AT I O I�lS OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT (L ___-_____--___-____ _- - _ ---- - ---- _ -- __ __ -- ------r --- IT IS THE CONTRACTOR'S RESPONSIBILITY TO KI°EP THI5 CONSTRUCTION DOCUMENT BINDER PRESCRIBED HEREIN. WHEN IT GAN BE SHOWN, AND THE AUTHORITY HAVING APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE --- - - �� - - - -"- - "" - "-- --- � ---- - -------,ir---- ------ ------- - -- -_-_---°-__'_-______`"'_---=-==i Q TOEETHER AT ALL TIMES. IT 15 ALSO THE GONTRAGTOR'5 RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN DRAWL SPACES TO BE IS" ABOVE SGF:ATGH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF BD• - - BOARD__ _____ _ _ _ - _ ____ ________ _- -__ ]SLK ]IL KIPS (1000 LBS) UN ATION EXPOSUF E. ---- - --_ AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. -- " " E -"-- - --- -- -- SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 8 MI O D GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE BFE ] ASE FLOOD ELEVATION - l MANU. SPEC.s J;I MANUFACTURER'S SPEGIFIGATIONS W 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL -' -- - -- - - - "" - _ - - - - - - -- - - `- -__ _ __ __ i I # OLDOWN DETAILS T`I'C SAL= NA NC/STRAFE NC REOU I REMENT5 FOR ST NiN SOHF-DULE A-- - - -- - ---- Q ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL FT/ SHEAR, $ L=ATERALS WIND RES STANCE I NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS liQ SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED ' (SEE PACE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, ; W 1I/ AND ROUGH OPENING FRAMING REQUIREMENTS) J "ALL STRAPPINO TO BEy4"x 20 OAUOE** -- 115IMPSON" EG2UIVALENT - 0520 (COILED STRAP) II ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE �USE I Cd NAILS IF STRAPS I NO IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Q FASTENER SPEC. FASTENER HOL.DOWN 'A' HOLDOWN S' I DESCRIPTION 0 CONNECTION I NC CRD - _—_- _ __.---- D===ANQUANTITY � – SPACING FOR NEW e EXIST. \ry ROOF GE I L I NO FRAM I NO FOUNDATIONS ".. I.DIM's ARE ALL MIN.Vs BASED ON USE OF ONLY A Ibd ---------------__== ---- -- -- ------- ---- - -- -------- 0 �ry 2 - ENDWALL ENDWALL _ ''" AT RAFTER TO RIDGE COMMON NAIL w/o PREBORED HOLES. I RAFTER TO TOP PLATE (TOE-NAIL) 5EE PAGE G-003 �� PER RAFTBR 0- CONNECTED ST DO 2 2.HOOD 15 A55UMED TO BE DF,*2 3 BTR. IN DRY USE >- TRANSFER SHEAR n - CEILING JOIST TO TOP PLATE (TOE-NAIL) Z (3) 2x FULL (3 2x FULL ..----' HEIGHT STUD�� HEIGHT STUD ""`~ CONNECTION: SERVICE - 5EE PAGE G-003 i� PER JOIST 0 CORNER STUD ONNEGTED TO = '� 3.SHOULD THE HOOD IN USE PRESENT A SPLIT POTENTIAL --------------_----- ---- --- - --------.-__-___....____--__-_ TRANSFER SHEAR I �Y (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL t f "51MP5ON" HDQS ( I FOR STRAP - 3 8 d COMMON ' ' ' HOLES,SET NEH MEMBER. CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G-003 EACH LAP >. HOLDOWN ANCHOR ® f j J 2-1601 COMMON f t NAILS ® EA. END OF STRAP. - ------- Z LOCATIONS NOTED NAILS ® 611 O.G. 4 4 -- • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOHED Q 2-1601 COMMON ` �" l / • CEILING J015T LAPS OVER PARTITIONS (FACE-NAIL) 9-Ibd COMMON 1i EACH LAP Q NAILS ® 6 O.G. 6 10' O.G. IF BLOCKED �( � • II 10" O.G. IF BLOCKED - 5.SEE SECTION b FOR ANY REQT TO CLINCH THE NAILS(TO • CORNER POST FOR ROOF 5LOPE5 UNDER 5:12 WITH ?„ - -- - - -- ---- --- ----------- - ------- ----- ---- -- -- -- -- -; -------- --------- �, C.J G.TIES CORNER PosT -. ""•" ` ROOF 4AN58 d2GOMMONRNAILS ® 6RRAAPHIG SELON THE END OF THE NAIL TOA 40° ANGLE,5EE �-COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE G-003 _ ---- - t PER TIE J HOLDOWN ANCHOR "SIMP5ON" HP05 1,V ,- -- - _ n a "" EA. END OF 5OF 7 AAND GR OO R. se�rlo 52.45 PLRAEGDEMENT OERIVEDF NAILS�SPIKEs a�ABLERY BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END > � Q LOCATIONS NOTED --- - --- ------------ ---- -- -- - ------- ------ - --- -- - GR 4-I. z CD ON PLANS f RIM BOARD TO RAFTER (END-NAIL) 1 2-Ibd COMMON EACH END ___ -- ------ ---- -- - - - ---- ----- 0 - -- - - Wf4LL FR,4MING -- ---- I GONNEGTION BI � 82 AT RAFTER TO TOP PLATE TO STUD ------ --- - Q Z 'TION: _ - "- --- -- --- - - - - ---- --- - -- -- N j HOLDOWN INSTALLATION OPTIONS: f,..: • f - -- --- ---- -= --- -- - - - - -- ----- --- J 82 I, TOP PLATE TO TOP PLATE (FACE-NAIL) 2-16d COMMON I PER FOOT SII V' W CD y FOR NEN F.HOLDOWI�GAST IN PLACE w/ 1/8"cD THREADED ROD . FOR STRAP - 8 d COMMON NAILS ® ,. - - - _- --- - ------- - Ln ix rq .• � - • EA. END OF STRAP: "• .." ` • . I FOR EXIST. P. GONG. OR NEWLY CURRIED FOUND.'s " s>rt V4HEN IN TOAN OF GEOMETRY EXCEEDS ITOR NAILINO HAT PERMITTED IN TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-Ibd COMMON - JOISTS-EA_SIDE 7/95 4P THREADED ROD (PRE DRILLED) EMBEDDED 12 INTO / °` NOTE f ' a • ' F4 • • ! STUD TO STUD (FACE-NAIL) ---- ---- - 2-Ibd COMMON -24" D.G. ---1 A -51 E), 6 F"SIMPSON" AGRYL.' ADHESIVF USE "SIM EPDXY �iB) " W ! MAX. NAILING GRID ABOVE UTILIZE ,, ADHESIVE), b FOR TEMP.s O°F-40°F USE 'SIMPSON AT SIMPSON # H2A (OR EQUAL) RAFTER TIE ' I (HIGH ) , HEADER TO HEADER (PAGE-NAIL) I Ibd COMMON I6 O.G. ALONG EDGES FOR TOENAILING 3 8 d COMMON NAILS ""'"• .I --------- - ---- r USCK) E SAME "~ . : FOR G.J. TO R.R. - � IC d COMMON NAILS TOP or BOTTOM PLATE TO STUD END-NAIL) { 2-1601 COMMON PER STUD W FOR w L%8 4) THREADED ROD ID bOGAST IN PLACE HOEDOWN CONNECTION "- BOTTOM PLATE TO FLOOR JOIST BAND JOIST, - -- - - - _ REQUIREMENTS FOR 2-Ibd COMMON 1� PER FOOT - V ' I f ' RAISEDAPPLICABLE) FOR EA. PLATE TO STUD ABOVE d OR BELOW ENDJOIST, or BLOCKING (PAGE-NAIL) ___J L_ U J AT G.J. TO G.J. GONNEGTION: __ ___ _ _ 2 _16_d COMMON NAILS d COMMON NAILS HOEDOWN G HOEDOWN D I, FOR G.J. TO G.J. - a I6 FLOOR FRAMING --- ----- -------- _______�- --- � Q FOR NEW 4 EXIST. -- ----- -- FOUNDATIONS FOR NEWLY POURED CONNECTION GI C2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) i 4-5d COMMON PER JOIST FOUNDATION a ONE STORY ONLY I --- ---- -- - ---- - - --_ �_- (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) - - k' HEIGHT STUD CORNER STUD ,•' 2-ad COMMON EACH END 1 - --- - -- -- --- --- �- CONNECTED TO f' -- 1 TRANSFER SHEAR w. AT STUD TO FLOOR ASSEMBLY _-- - ---- -----___--_ - --------,;-____-_- -__--------- -- "SIMPSON" HDQS _:,,�-:;,.r (3) 2x FULL .--•' •••••..•••• ..•.'.••Nf, p I BLOCKING TO JOIST (TOE-NAIL) - 2-ad COMMON EACH END / p NO TO SILL HEIGHT STUD Y " " .- "' ; G2 ~~ p TO STUD GONNEGTION: it BOP PLIATE (TOE-NAIL) -- - -- EACH BLOCK .. HOEDOWN ANCHOR ® - 2-1601 COMMON 3-Ibd COMMON LOCATIONS NOTED NAILS O.C. IF O.G. d - LEDGER STRIP TO BEAM (PAGE-NAIL) t j CORNER P05T j' G I :.. I I FOR STRAP - 8 d COMMON 1 - --P-- - -ACE- ------- - 1 3-I6d COMMON EACH JOIST I NAILS a EA. END OF STRAP ------- ON PLANS 10' . IF BLOCKED I ! i o FOR EA. PLATE TO 5TUD ABOVE 8 OR i' - ----_ _--- _-- ---- - -- PER J015T ------------- „ - JDIST ON LEDGER TO BEAM (TOE-NAIL)--- 3-ad COMMON I 2-116d COMMON BELOW - 2 16 d COMMON NAILS li BAND JOIST TO JOIST (END-NAIL) I 3-I6d COMMON PER JOIST - 0. NAILS ® b ... ........_`, f � l J or - - BAND JOIST TO SILL TOP PLATE (TOE NAIL) 2 Ibd COMMON I, PER FOOT -.. � .- , . � . � _ �_ - `••-.... '' ROOF SHEATHING STRUCTURAL PANELS: INTERIOR ZONE ad COMMON SOLID !� s I I 6" EDGE / 12" FIELD "SIMPSON" 5THDI4RJ CONNECTION DI D2 BLOCKING PERIMETER EDGE ZONE 801 COMMON �; b EDGE / 6 FIELD HOLDOWN INSTALLATION OPTIONS: - - II m EA.BAY III ' GABLE ENDWALI_ RAKE OR RAKE TRUSS w/ I 801 COMMON !li 4" O.G. I FOR NEW P. GONG. FOUNI�_s 1/,'1 - I UP TO 4" RAKE OVERHANG - I , HOLDOWN CAST IN PLACE H/'7/e>"4) THREADED ROD l f,: AT 5TUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO . j FOR'7/5"4)1THREADED ROD (PRE-DRILLED) EIMBEDDED 12" INTO - .....1:. t . • • PLATE(S) CONNECTION: DZ CONCRETE w/ "51 50N" SET (HIGH STRENGTH EPDXY 1/2" MIN. ! N or-sum WALLBOARD----_- _ ----- --_- I-----501 COOLERS --- --�j 711 EDGE / 10" FIELD ADHESIVE), 4 FOR TEMP.'s O°F-40°F USE "SIMPSON' AT I- CORNER _ f J p FOR STRAP - 3 8 -~~ ~-~ ~f ---- ---- = j ".:::.... : /// END OF STRAP (WRAP STRAP UNDER SILL PL.) A - - -- - --- (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR 1 SPECIFIED ON WALL SHEATH I NO FOR EXIST. / NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • w/7/8 THREADED ROD ID CAST IN PLACE HOEDOWN ° p 2 I6 d COMMON NAILS i O EA. PLATE TO STUD ABOVE � OR BELOW - ---- -- - - -- --- -- --- - ---- - - -- - - ; STRUCTURAL PANELS - - i d - ----- - -- ' 1 I ^ �i Sd COMMON i 6" EDGE / 12" FIELD ALTERNATE GONFIOURATION - ABOVE STUD TO 1, 1 FLOOR CONNECTION w/ # LPT4 I GYPSUM WALLBOARD 501 COOLERS 7 EDGE / 10 FIELD 51MP50N (OR .........__................ STRAP w/(5) 1_- -_- _-_-- -_---.-_--_,-_.. _ _-. --_------ - - --- - - ----------- I - - --- -- -------- Z r "•• 6d NAILS o EA.END NA I NC/�TRA� I NC WINDOW/DOORADR STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES """""- . OF EA.STRAP ro f - ------- - --- - ----- -- ---- --- - -- -- � .......... EA. J015T-(FOR FLOOR SHEATH I NO (SUBFLOOR) ; 2 ALTERNATE USE NOTATION: SIMPSON H2.5A) -- - -- _- -- ---- __ -_--_-_--___=====1 UMBER OF SILL 5TUD5-ON FLAT DOES NOT APPLY TO DOORS) (20195 WFGM TABLE 3.23E P. 241) .••- l AA - NUMBER OF SL NAILS a EA. END (F STRAPPING (2018 WFGM, TABLE 3.7,P. 184) jll STRUCTURAL PANELS: 801 COMMON b EDGE / 12 FIELD CONNECTION E > ...... •- I" or LESS: 11 II W - ' GREATER THAN I": IOd COMMON b EDGE j. j. G - NUMBER OF FULL HEIGHT KING STUDS a EA. SIDE OF HEADER (20195 WFGM,TABLE 3.230,P. 292; _••...........•-^ . / 12 FIELD - - --- - ---- - - -- { 1 11 =JF- � �.I - ALTERNATE AS PER TABLE 3.23D, P. 243) .-.............. -.. -- 1 1, D D - NUMBER(?GIS W�M,T ABLE 3.7 P 1954)LED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDENAILINO.• -' •."ti I ALTERNATIVEREQUIREMENTS NG SGRE BASED ON HALL USED WHERE NAILED SHEATHING HE PANEL E5 REDUCED. Q A i- ------- � ` j AT STUD TO FLOOR ASSEMBLY TO SILL ( E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 288) ( 'y PATE FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) a EA. SIDE t L (5) CONNECTION SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR C (DOES NOT APPLY TO DOORS) (20195 WFGM,TABLE 3.95,P. IcII) SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: - WHEN WALL 5HEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B - NAILS SHALL BE RMI E I FOR STRAP - 3 8 d COMMON NAILS ® EA. s - """" •• .. - FOR ROOF 5HEATHING NIITEHIIN 4' OF THE PERIMETER EDGEIOF THE ROOF, INCLUDING 4' ON EACH ....... END OF STRAP (WRAP STRAP UNDER SILL PL.) 1 II F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS SIDE OF THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE ROYALTON ROW FASTEN I NO SCHEDULE B I I I USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 201a EDITION) FOR EA. PLATE TO STUD ABOVE OR BELOW - 1 _2_ _16_ d COMMON NAILS LOT 4� DESIGN B A B G NOTATION ROUGH D E F G OPNG_ - -- -_- _— -__- - COX NECK ROAD 2 I I I I I MATTITUCK NY 11952 ---- 4'-0" -- -4- -1 - 2 - -2- 1 --- -- 2 ----'! I I NO O TOSJ�AT GABLE ENDWALL - - ! BRAG 1 NO/STRAFF I NO DRAW(NG TITLE: c - 3 3 3 (B) - REQUIRES SILL PLATES OF 2 xb (MIN.) - - - - - " - PROVIDE (2) 2"x10 HDR (MIN.) U.O.N. 6-O r✓- I 3 II I II _ __ FOR RAKES 12" OR HOEDOWN ANCHOR BOLT TOP PLATE - BLOGKIN6 2 + r LE55 PROVIDE - SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® BLOCKING m 12"O.C. STRAPPING & NAILING DETAILS 4 4 4 -- - ----3 ------ -- 4'-O" O.G. TO AGHEIVE RAKE O.H. r 8-O - LENGTH FOR WIND - F-XPO5URF-55 B$G - FOR WIND - EXPOSURES B$0 - - AB ON GRADE of FASTENING SCHEDULE ALL R G SES ONE STORY SL o BUILDING MINIMUM SPLICE"'4 BUILDING MINIMUM SPLICE 1",4 -FT� I _ -- _ DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) - I TYP. STRAP w/(5) ad NAILS EA. END PAGE: 121-0' 2'-O'/2'-6" 121-0113-O OF EA. STRAP 161-011 -4' 16'-0 4'-011 ATTIC G-00-3m00 ANG�40R E3OL7 S�E� PATI ONS - - - --- - - -- 201-0" 4'-O"/5'-O" 201-011 V-011 --- 6"'12" SPEGIFIGATION (2018 WFGM TABLES 3.2A $ 3.2B, P. 15 7-160) BLOCKING 2 BAYS BACK® 4'-0" O.G. --- CORNER 3q" _ - 24'-O" -- 41-0"/5'-O" 24'_011 bl_OI1 DATE: 01/25/21 3 OF 17 CONDITION FOR ALL STRUCTURES: 5/811 ANCHOR BOLTS a 395" O.G. 2a'-O" 5'-O"/6'-3" 2b'-011 •. ,• • • � 'l 11 I • 5:2'-0"__ 6 O /1 6 • . J I I II I II 81_Q11 - - - - _-- -__ SECOND FLOOR =T II 5:2'-0" - I - - - - -- - I w o I II I 1_ 1 II TABULATED1. 561-0114-O NOTES: CONNECTIONUSIAN6 Pb NAT(SAPER FOOT.FOP,SHORTER SPLICE - - _ III -T. SPLICE TOP PLATE-TO-TOP PLATE l� 40-O 951-011/101-01, 40 D111-01, �s: �•r�;r/� ,�n.."�u, -O -O i PROVIDE AN EQUIVALENT NUMBER OF NAILS �f yYl' 1. MIN. 7 EMBEDMENT INTO CONCRETE LENGTHS,THEN IL 5 AGING SHALL BE REDUCED IN ORDER TOBLOCKING 2 BAYS n - 1I SQUARE - - - - BACK® 4'-0" O.C. ENDTABULATED TOP WO COURSES SOLID AND END NUT SETUP 50'-0" lo-0"/12'-6" 50'-0" - -13'-0" - TYP. STRAP w/(5) ' to kkk 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL 3.TABULATED SPLICE LENGTHS ARE BASED ON b FOOT WALL 60-O 12'-O"/15'-O" 60'-O" 161-011 9501 OF EA. TRAND P „ 2. SP G 6T 5 S DI 6 CONDITION IN EXPOSURE B n ,'',i I II .'i LATERAL LOADS SHALL BE MULTIPLIED BY H/8; ( ; `•y-- •.i `i_ HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT - 14-O FIRST FLOOR . PLAN DIAGRAM OF ZONES 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR ��, � OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE HALL HEIGHTS MULTIPLY THE ABOVE 70'-0" 14'-0" NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR - J�,E,�af I -„ FROM ENDS AND CORNERS (TWO a CORNERS) 4'WALL- 1.125 _ O I �%, 3. ANCHOR BOLTS AR TO BE BETWEEN 6" 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): '9l, -.. _ b0-O i� 22'-O" r (SEE DIAGRAM TO LEFT) 10'WALL - 1.25 BLOCKING 2 BAYS II'WALL- 1.3?5 THIS COLUMN w/MULTIPLIER BACK ® 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 12HALL - 1.5 FOR 10'-0" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISGELLANEOU5 FRAMINO ORAPHIGS CONTINUOUS BUILT-UF O I RDERS, 5 OR MORE SUFFORTS C '� I/� I /� � O (THAT EXCEED FRAMING STANDARDS, IT 15 REQ'D FOR FRAMER TO HAVE A - ---- ----- - - - - -- -- - ---- B�®v I I`�L-/ ®R J� T ORM WOOD R1"i M I �l�/ WORIGING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK GONNEGTION PATTERN SGHEDULE Q AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) = - - BETWEEN vb ASSEMBLY REQUIREMENTS: (FOR ENOINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.15 FOR ADDITIONAL INFO.) o CONNECTION a 1/4 OF A \ WHEN GIRDERS MADE UP OF JOISTS NAILED I W DE50RIPTION TOGETHER 51DE BY SIDE ARE CONTINUOUS OVER ( J BLOCK: OENERAL 5�'1-z150L <E"%r : Q _ NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED LLu TJ WOOD FRAME (L.O. STL. '' EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.O. NEW FOUNDATION WALL STL. WHEN APPLIGAB.-E) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O . P05T FOR 4" WALLS % _-_-_ m -� `• WOOD FRAME (L.O. STL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL `r, Q I— P05T FOR b" WALL5), U.O.N. NEW 2-HR FIRE RATED O WOOD FRAME (L.O. STL. 8" P. CON C,.APPLICABLE) G. RISER WALL - O , H FOUNDATION PLAN NOTES "` uj I, Iuj TYPICAL P. GONG. FOOTING WALL CONSTRUCTION: 10'-4" J O (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD 11 NEW MEGH. ROOM: I. (2) NEW FURNACE (RHEEM PRESTIAGE SERIES 4 , � J � �- > � Q 8 SILL SEAL r _ • ANCHOR BOLTS AS PER PAGE 6-003 TON)8 RHEEM OAS WATER HEATER TO THI5 J �_ Z Q Q LOCATION �- -- J � • P. GONG. FOUND. WALL_ AS PER DETAIL UPON 2.INSTALL AS PER MANU. SPEC.'S 14 �I'-6" 14 14 Z O • P. GONG. FOOTING AS PER DETAIL 10' 14 • ASPHALTIC, MASTIC DAMP PROOFING TO EXTERIOR 3.F.A.I. THROUGH WALL 4.FLUE THROUGH WD. FR. CHASE i BACKFILL Q Z • B.O. FOOTING 3'-0BELOW GRADE MIN. 5. MAINTAIN 30"x30" CLEARANCE IN FRONT OF COMPACT • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN MECHANICAL UNITS AS PER NYS MG 306.1 EVERY 6". MA50NRY J cV PATIO ABOVE (n LL W C4 APPLICABLE) 6.MAINTAIN ALL APPLICABLE VENTING i PROVIDE 3' �• , • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / CLEARANCES REQUIRED PER NY5 MG 804. GONG. SLAB W/ i- LS) w Tq STOOPS (WHEN APPLICABLE) 7. DISCONNECT,REROUTE, b RECONNECT PROVIDE 4" STONE FINISH 0 � � • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET EQUIPMENT TO EXISTING PIPING AS REQ'D GONG. SLAB FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) TYPICAL MECHANICAL ROOM NOTES: FOR A/C cI J O I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY CONDENSER "DUROCK" (OR EQUAL) 2 \ -- _--- _--- - -- - -- -� W 2 HOLDOWN: 2. FOR WD. FR. GLC. AND/OR WALLS - PROVIDE (1) w N 'D' AS PER PAGE G-003 O HOLDOW LAYER OF 5/8 TYPE X GYP. BD. UL U305 (OMIT ON O E- CONC. WALLS) I d m U TYP. STL. COL.: 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. O SEE NOTED DETAIL AS PER PLAN SPED,s AND AS PER NY5 MECH. AND FUEL GAS CODE - 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT WH ' 16 .W. . ' �- 5-3' 6-O' S-3 = J IT CONFORMS TO NYS MECH. AND FUEL GAS CODE T 8" P. GONG. -- - - - V 'J 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE 24"x24"x12" DEEP P. GONG. PAD FOOTING r R15ER WALL 0' a O4 FRESH AIR INTAKE FROM EXTERIOR FIRST.FL ---- -- - - --F �4 Q AS PER NOTED DETAIL (rYP) 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL FURN. ' PROVIDE 4' --- - -- -- --- - -- - - -- -- -- --- -- -- F,:.. . . EMERGENCY SHUT OFF SWITCH • II GONG. SLAB - •. .. 24"x12" DEEP P. GONG. CONTINUOUS FOOTING = SEG.FL. __-.- 7. FOR GAS SERVICE, PROVIDE GAS SHUT OFF SWITCH O D. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER O FURN. AS PER NOTED DETAIL (TYP.) CLEARANCES AS PER CODE ' y= a. PROVIDE 3" FLOOR DRAIN d CONNECT TO EXISTING '' SANITARY 5Y57EM AS PER NYS PLUMBING CODE 17 - MASONRY O •,� PROVIDE PROVIDE 4" ONEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 H.H.M. GONG. SLAB 8 �, ..` •� I PATIO ABOVE � REINFORCEMENT AS PER: DETAIL FREEZE PROOF H05E BIB: 15 - 5 12 FASTENED w/MASONRY ANCHORS (PRECISE 'fl -�' MECH. ROOM p 2 I 2 LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) - - - --- ---- ---- ---- -- - --- --- --.- --- - --- - - �J O GLIDING BASEMENT WINDOW Q EGRESS FOR WOOD STAIRS ® GRADE: ® �- O13 4' THK. P. GONG. PAD 5" WIDE x REO'D LENGTH UPON i -- - --- --- -- - -- -- -" -- - -- - - - - ~ 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS ® m WELL I - ® _- OFIRE RATED DOOR: - MAX. Ib" O.G., U.O.N. (MIN. 3 STRINGERS) 8 3QX6 0.75 HR. SELF-CLOSING STEEL DR. -_-_- 14 I6"x1b"x12" DEEP P. GONG. PAD FOOTING AS Q --- O RESERVED O PER NOTED DETAIL (TYP) 13 18 -- FREEZE PROOF HOSE BIB: 4 3 4 4 I � O -1 3 10 15 FASTENED w/ MASONRY ANCHORS (PRE0I5E 7'-9" 8'-O" 8'-O" 7'-q 3'-1" -I - - 10 BEAM POCKET (TYP.) LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) I 131 NAVIEN WATER HEATER MODEL NPE-SERIES � I Vore - O COR EQUAL) � I � I I L- - � --------- -- - -y - - - -- -- - 4'-0" O17 RHEEM 115,000 BTU GAS FURNACE I 0 2 MODEL#Wc15TGI15I524M5A (OR EQUAL) I ' fn PROVI 4" I'-3"F5._OGONG. LAB IS FOUND $ POSTS FOR WD. DECK: 2 - I I ❑ WD. P.T. POST d P. GONG. PIER UPON FOOTING AS PER r DECK DETAIL (TYP) - -- ---- . I 2 I 1 2 BASEMENT � `•. II o- II UNF I N 15HEP UNHEATED 5 N I F- - - z w m � I _ w j 3 - � I , iv o - -- ELEC. PANEL PROJECT: SEE NOTE #6 - = ROYALTON ROW 4 7 r (16)IRI ®�.5'.UP i I LOT 4� DESIGN B m 1(15) Tr o' 12' O • o i ' COX NECK ROAD MATTITUCK, NY 11952 5 = 2 DRAWING TITLE: ;- ' 5 PROPOSED FOUNDATION PLAN --- r - -- -- — — -- - -- -- -- — — — -- -- 2 _ 2 - - - 5 - I - � BACKFILL � 2 cV COMPACT - --- --- --- - - ---- - -- - - -- - -- -- - - -- --I EVERY 6". MASONRY •' PROVIDE 3" PATIO ABOVE o 15 - -- --- - GONG. SLAB W/ --- - --- - -- -- �,- - -- -- -- -- - --- -- 2 STONE FINISH 17'-O" 14 17'-5" PAGE: 14 -- I4 m 14 v m -- — -- -- -- -- - - -- - -- -- -- --- --- - ON A-10 100 8" P. GONG. --- -- -- -- -- - -- --- - --- -- - - , RISER WALL DATE: 01/25/21. 5 OF 17 do m Q p � G or ;o FROPOSED FOU�1DATION PLAN I/E?65 S.F. CROSS AREA SCALE: I/4" = I'-O" '� I ALL NEW WINDOWS d DOORS SHALL BE ANDERSON; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "5-003" FOR NAILING STRAPPING OE I SIE AL S�M5OL= ENr : DETAILS. ------- ------------ -- WINDOW CHART NEW PARTIAL HEIGHT Q _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. EGRESS _ WHEN APPL I GABLE) \ '� � f I III � W EXISTING TO REMAIN it ROUGH OPENING WINDOW DIMENSION CLEAR J TAG TYPE MODEL OPENING NEW WOOD FRAME (L.G. NEW FOUNDATION WALL # I - :_...- -= -- --- - IDTH REQ'D: 20 STL. WHEN APPLIG��BLE) I _-- J EIGHT REQ'D:24" Q =_-==1 -- -- -=i WIDTH HEIGHT WIDTH J HEIGHT J PEN REQ'D: 5.'! S.F. A DOUBLE HUNG WDH2410 2' " i WOOD FRAMREE(RATED L POST2FOR 4 WARU STRUCTURAL r F �1 5-O 2-5 0 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL "; B CASEMENT C15 I 2'-O " S' 0 2'-O �" 2'-11 _ J POST FOR 6 WALLS), U.O.N. G---- - DOUBLE-HUNG NDH24510 2'-6 " -4'-O J°_ ---_-21_5 J" 4-0.j ---_ WOOD FRAME (L.G. STL. NEW 2-HR FIRE RATED _-- _-- -� 0 WHEN APPLICABLE) I� D=-- ;,-- DOUBLE HUNG --_! -WDH2O310 4-O - 2'-1 J" 4'-0 grr _ Q Nlw L E �i PICTURE P5040 3'-0 l .. 4-0 :� [ 2'-11 rr 4'_0 - Zp FLOOR PLAN NOTES - - ® ® - - --- -- ----- ----. ---- -- --- - " 1 r n r u i u - - - - .212-7 2-'7 F AWNING A 281 -a {k Y ROOM: O 1.DOOR ci INSTALL EW INTERIOR DOOR°': WHEN GALLED O 1. EW WA TE: NEN DR/DRY HOOK UP I_O 10-4" 10'-4° 10'-4" 1 S -- --- -- Q OUT ON PLANS BY JELD-WEN (OR EQUAL). 2.COORDINATE LAUND. ROOM b DOOR DIM.'s z I-O" G --- - DOUBLE-HUNG J� _--WDH210410 I -O j 2-I I 5'-0 5'T4 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. W OUT ON PLANS BY 'THERMATRII' (OR EQUAL). 3. PROVIDE HOOK UPS AS REQ'S PER MANU. - ------ ---- .__ . ._ ..,_`w_____:-,._,__-_ _ -,._._ -_}' a ---- H TRANSOM L WTR 2423 :21-6 � , .21-5 � 2-5 � �I 2-5 � li I J 3. 00 DOOR TYPE TO SELECT - ( --- - l 4.INSTALL AS PER MANU 5PEG.'s - TRANSOM WTR 2415 2'-b " IE 1'-7 `r I'_7 " z (� 3.PROVIDE (2) 2"xa" HDR., U.O.N, DRYER EXHAUST NOTE: i.,_____ ._ _ - 4.SEE PAGE 5-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR -- _' -___ - -- --- �.:__, „_- ,,:_, ._.;__� __._. __. .__-,.__E-____- -__--, -�______. I - - - ELEMENTS AROUND DOORS (T)P. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4-0FROM ANY p J -, AWNING A21 2'-O " 2'-O " :2'-0 2-O p r n N '� --- 1, ff RA OTE: --- I' - -_ __---- ---------- OPENINGS -- - __'-`- _-_ -- ____ _�.. .,__�._,� f__ ` - -_-- -- --- ii Z }. �}' OSTAIR ILING N 3.DUCT SIZE AS PER MANU. Q Z r'1 I. ALL NEW STAIRS SHALL HAVE MAX. 1-3/4" RI 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER d MIN. 10" Tr - RISERS SHALL. BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN RAISED MASONRY PATIO LL LL J N 2. 42" HIGH GUARDRAIL d SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO m LLj NOT TO ALLOW PA55AOE OF A 4" -P SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM r 6'-O" I�'-6" to w ri 36" HIGH HANDRAIL d SPINDLE 5PACIN6 NOT SHALL BE LIMITED TO 51NGLE LENGTHS, NOT TO r` _ Lo TO ALLOW PASSAGE OF A 4" 4) SPHERE EXCEED a FEET AND SHALL BE LISTED AND LABELED p Q 3. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2155A. 4 D 4 E 4 D J 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS L1J ® WOOD FRAME STAIR: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 10'-b" T'-2" O2_1 Ib'-4" w I. SEE NOTE ABOVE FOR STAIR RAILING INFO. DUCT5 SHALL NOT BE CONNECTED WITH SHEET-METAL o3 _ 2.RAILIN05 SHALL BE WOOD OR: f'VG' SCREWS '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER O U CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE _ m W 2S I. TYP. 42" RAIL A5 NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 2.RAILING SHALL BE WROUGHT IRON OR &ALV. STL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 10° DW NATURAL LIGHT VENTILATION FA5TENING SHALL BE AS PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES L I. EXTERIOR GRADE PAINT AS REQ'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. _ -I `} �- 6-0 (HABITABLE SPACE) J COATING SMOKE DETECTOR / GO DETECTOR NOTES: 6 NEW FLUE: m I�-�" ---- ---- - -- - ---- -_l FLOOR AREA 3I5 S.F. y .' 3.SEE FOUND. PLAN d DETAIL - " „ . I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO O I. CONTRACTOR SHALL PROVIDE: CODE COMPLIANT EXTERIOR WALL (UL# 103 OR UL# 103 HT) - INSTALL AS � _ � % REQ. S.F. PROV. _ A SECURIN& a 5TD. 51DE (WALL ON PAGE G-004. GONDENSERi O = LIGHTING;MIN. 8% SMOKE /CARBON MONOXIDE 25.2 S.F. Ib.O S.F. HARD WIRED TO EACH OTHER COMBINATION B TTERY BAGKUP.OR PER MANU. SPEG.'s - PROVIDE NEW WD. FR. ENCLOSURE w/ � AIR �� m O - -„ ---- b - � OF FLOOR AREA , 2.INSTALL ALL AS PER MANU. Sf EG.'s 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE ABE500 FF200 FR EXPANDING FOAM" (OR i 0 KITCHEN GREAT ROOM Ul O _ - � 215 S.F. 2bl S.F. ' I VENTILATION;NOT IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATION5 AT `r -- 0 in RAISED MASONRY PATIO LE-55 THAN 45% OF FLOOR5/WALL5/CEILINGS;PRODUCT CONFORMS TO A5TM A __ I MIN. GLAZED AREA 11.3 S.F. 10.2 S.F. " E a14, ASTM E a4, AND UL 14'11. AIR DL O WIN1. ADO LL EWOTE OWS d DOORS SHALL BE ANDERSEN 3 ADJACENT GOMBUSTIBMECHANICAL FLUE TO EE STRUGTURESIWITHIIN. °10'OVE NY 'CONDENSER IL Q! O 03 REQUIRED 400 SERIES CASEMENT, DOUBLEHUNG, OR GLIDING Q (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE ! O SUBSTITUTIONS, SEE NOTE #1 IN "GLASS WINDOWS O VENTILATION IS NOT MET BY MEANS OF NATURAL AND DOORS" ON PAGE 6-002 IF CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO m WINDOW5 - ALL GSMNT WNDW5 SHALL HAVE OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION Q v I. Q Ln 4 STRAIGHT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. 5PEC5 2.IF DOUBLE HUNG ALL DBL. HUNG WNDWS TO BE 2 2B 3,_2„ = TILT WA5H i 3.ALL GLAZING WITHIN la" OF FF TO BE TEMP. &L. 8 RESERVED A 4.5EE PAGE 0-003 FOR FRAMING ELEMENTS AROUND 0.1 O WINDOWS (TYP. FOR ALL) U.O.N. A GUBBIES rl'-O" EORE55 NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING Oq STRUCTURAL PERMAGAST COLUMN 8" SQUARE PANTRY - -- - m CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF EGRE55 SHALL BE FOLLOWED: 2 _ � -� - l0 BEDROOM I TYPICAL PLUMBING/HVAC SHAFT: ASI 02 �J MUDROOM NET CLEAR OPENINS........... 5.'1 S.F. 10 PRECISE LOCATION b SIZE TO BE DETERMINED IN FIELD ' '13 5.F. II_5 f lL 4_-1 O un NET CLEAR HE16H7............... 24" MINIMUM = - f , NET CLEAR WIDTH................. 20" MINIMUM I OII RHEEM 4 TON AIR CONDENSER PA-401 MODEL#RA1645AJINA ( OR EQUAL ) la" BENCH � -- -- -- IO.-O..�- WALK-IN CLOSET 3 4n i.. oa - ` DINING ROOM _ I I `;' �n I 25--0" Ila S.F. I O6 SM/CO A 1 2'-II" - z LIN. -\,=1 � GAB. :p I Lj 1 --- -- ---- -- - --a-- Li - j Q (OI I BATHROOM I � --- - rn 2 GAR GARAGE t - --- - --- -- - --- Cl 550 S.F. N 06 O6 O - j - - -- - PROVIDE J" TYPE riXu 3 -- _ OI r==== - -- / - --_ = Q tr SHEETROGK AT WALLS 07Lj J AND CEILING O6 f I' PITCH 1(14) Tr ® 12 cV O O +5) RI b' OWN - - -- - -- -- -- - - PROJECT: I D O N 11 IL m ALTON ROW O6 A EOV LOT 4 DESIGN B U I o 4 (Ib) RI ® 7.6 DOOR 5GHEDULE __-- �_ - - - I -.._ -T F YER o A COX NECK ROAD DOOR MATERIAL - i -- -- -_ � 18 S.F. PARLOR o MATTITUCK NY 11952 TAG DESCRIPTION j p W~ j NOTES it i� O6 ry I�� I85 S.F. i v \\ ll SIZE THICK. O ', IIA ' of - I if} HALF-BATH _ d A A _ DRAWING TITLE: -. �' i .__._. O � in 4 42 S.F. T = 4 EXTER►oR G '7 - 1 PROPOSED FIRST FLOOR PLAN 41. 0/F3 - - - - - ___....w-._._..__._ <(m �7 LI ry I I =71 01 SINGLE 3' O"X7'-O" l • - - - F; = - - �. 3. 4 - - - - - - _...--� � � 4 4 6 02 Lo 51 NOLE 2'-8"X'1'-O" i • I I i >6 03 J'I SLIDER 12'-O"X7'-0" - ----- I�• °� • J. a arr 4 8" ar - 3' 3' - - - - a r I, 7' 4' a" 3' 8 lo' o' I-3'- PAGE: SECOND FLOOR 04 -- SINGLE 3�-0 X7-O ( • • ' �� z q Ib'-3 L q I"I 4 tr PATIO ! 25'-0" 7'-3" 1 I"I'-5' to 001 0 Air INTERIOR - FIRST FLOOR n ---------- M-i.02ML) 05 POCKET 2'-011X"1'-O" 11 • IGLASSEJ FULL R05TED Q �-- - - --- - r06 ll SINGLE �' .Zr_briv-?i_Ou II=-•_.._ _ -- - 1 I_O - - --- --- -- - ----- i'-o'r �2 /2�- 6 OF 17 2 2B DATE: 01 5 - -- - -- :21_( 0 • O DOB , _ 08 SINGLE-- --- 2-1-b 1'7-O ]] SELF GLO51NG; Q n y HOUR FIRE RATED '. r r I Oq � SINGLE 2'-O"X?'-O" LLL � 3 s - f 5 d INTERIOR - SECOND FLOORio ^ '� 1 10 SINGLE 2'-611X7'-OIL " II • I - Q k,'i - ." 1 - - I I SINGLE 2'-411X7'-0" • FROFOSED FIRST FLOOR PLAN '�� °3�� a4r I 12 POCKET 2'-611X7'-O" - • , SELF CLOSING; '3 HOUR FIRE RATED --- - - _-- -_ _ - -- = 2 008.0 S.F. 0 ll HAE3ITABLE SP�-4GE• 2 600.6 S.F. OROSS AREA - --- ----------'I SCALE: I/4" = I'-Orr 13 -- DOUBLE IL- 2�-�I�I-� I - ' • r i _ I 14 POCKET 2-4 X7-O • , ' ! _ �/� ALL NEW WINDOWS DOORS SHALL BE ANDERSON; INSTALL AS PER MANU. 5PEC.1s. SEE PAGE "6-003" FOR NAILING 4 STRAPPING OENERAL ERAL 5�I I50L <EY : DETAILS. WINDOW CHART NEW PARTIAL HEIGHT - v D EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. ..- EGRESS W WHEN APPLICABLE) ROUGH OPENING WINDOW DIMENSION CLEAR J EXISTING TO REMAIN F TAG TYPE MODEL # - . f IDTH R Q'P: 20 _ �.._ __ .. - - - -- -- --,HEIGHT REQ'D:24" Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALL I I _' STL. WHEN APPLICABLE) 1^IIDTH ; HEI fT WIDTH [ HEIGHT I PEN REQ'D: 5:1 S.F. L� -_ -- _ = Jb-=- NEW I-HR FIRE RATi.D MIN. (2) 2x4 STRUCTURAL A DOUBLE-HUNG WDH2410 = ~2-6 4 5 U 2'-5 J" 5'-0 i" - - -- POST FOR 4 WALLS - - -8--- --- - - WOOD FRAME (L.G. STL. CASEMENT " :2'-0 WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL G13 2-O -G POST FOR 6 DOUBLE-HUNG HDI-1.24310 2-5 4-O 2-6 4-0 t - - - NEW 2-HR FIRE RATED �r HALLS), U.O.N. WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) �<ccn Q DOUBLE-HUNG WDH2O310 2' 2 " T 4'-0j 2'-I �I 4'-0 }- m D z J _ 1 -- ] tJE-� eE I5n a -- - O NATURAL LIGHT VENTILATION ---�-=-,-- - - ---- (j _ NATURAL LIGHT � VENTILATION If � - _---:-_-_ I-=-------------_--; =_-_-=.-=ii=-===_-, FLOOR PLAN NOTES (HABITABLE SPACE) PICTURE ! P3040 3-O � 2-I I 4-O � (HABITABLE SPACE) - -- -----_ 1'- - _ --_-- ------ Z ' DOOR NOTE: NEW LAUNDRY ROOM: FLOOR AREA 152 S.F. F AWNING A 2.81 F_ _all � 2..: O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP FLOOR AREA 13q S.F. -�I` --- -- -- - ' " 5'-0 5.74 Q I O G -- _ DOUBLE-HUNG WDH210410 3'-O ;' S-o ---�-II - - - �E -- -- OUT ON PLANS BY 'JELD-NEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s -- 2.INSTALL NEW EXTERIOR DOORS PgHEN GALLED w/SIZE OF EQUIP. REQ. S.F. PROV. REQ. S.F. PROV. - -_ ____. --_ T m _..._$" _.. .,I ` S" -- L--- --fb W OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REQ'S PER MANU. H TRANSOM WTR 2423 2-b 2-5 2-5 2 5 LIGHTING;MIN. 5% LIGHTING;MIN. 85� ,; J Ili J 00 -- -- TRANSOM I HTR 2415 { 2-b =1 - --I - - 3.DOOR TYPE TO SELECT - _.-- - - __.__ .. ...___II. __ -_._._ ._ _ -- -- f---------- VENTILATION NOT I I.I S.F. 20.q S.F. VENTILATION;NOT - -JL---------_- M _J " I I'-7 " 2'- 5 " I-� - -- - - ' O 12.2 S.F. 20.q S.F. --- -- _-- , 4.INSTALL AS PER MANU SPEC.s l z a� cfl 3.PROVIDE (2) 2"x8" HDR., U.O.N. DRYER EXHAUST NOTE. LESS THAN 45`� OF ----- - --- - - r'� LESS THAN 459b OF 5.5 S.F. 11.7 S.F. O 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR 5.0 S.F. II.-T S.F. MIN. GLAZED AREA j 2-O 2'-O �" 2'-O " ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY MIN. GLAZED AREA J AWNING A21 l 2'-0 " r; " Y OPENINGS REQUIRED REQUIRED I IN OTE: SIZE AS PER MANU. O STAIR 4 RA L G N 3.DUCT 5 Q Z 'r'� 2 I. ALL NEN STAIRS SHALL HAVE MAX. 1-3/4" RI 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER m J N 4 MIN. Io" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED NITHIN 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO ' W NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM I O Q LO 36" HIGH HANDRAIL 4 SPINDLE SPACING NOT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO TO ALLOW PASSAGE OF A 4" d SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED r-I J O 3. 6RIPPABLE RAIL AS PER CODE! IN ACCORDANCE WITH UL 215I5A. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D PROVIDE FLAT ROOF PROVIDE FLAT ROOF METAL H/SMOOTH INTERIOR SURFACES WITH JOINTS EPDM MEMBRANE; EPDM MEMBRANE; W ® WOOD FRAME STAIR: RUNNING IN THE DIRECTION OF AIR FLON. EXHAUST PITCH ":I' AWAY FROM PITCH 4":I' AWAY FROM I. SEE NOTE ABOVE FOR STAIR 4 RAILING INFO. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL BUILDING BUILDING 2.RAILINGS SHALL BE WOOD OR f'\/G. 5CI-t. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 6'-10" b'-10" I U CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE W B I. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 24'-4 2.RAILING SHALL BE WROUGHT IRGN OR GALV. STL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° II-4 II 4' I6 4 V J FASTENING SHALL BE AS PER FAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES EXTERIOR GRADE PAINT AS REQ'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. 4'-8 ---- --3'-2" 5.-v, 3'-2" - W COATING 3.SEE FOUND. PLAN 4 DETAIL O NEW FLUE: - ;� --- - - - --- --- 4 m SMOKE DETECTOR / GO DETECTOR NOTES: O6 I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO 4 d O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT EXTERIOR WALL NL# 103 OR UL# 103 HT) - INSTALL AS � V � � �T SMOKE / CARBON MONOXIDE COMBINATION DETECTOR PER MANU. 5PEC.'s - PROVIDE NEW WD. FR. ENCLOSURE H/ tD HARD WIRED TO EACH OTHER H/ BATTERY BACKUP. 1/2" CDX PLYWOOD 4 SIDING AS NOTED - "CHASE 2.INSTALL ALL AS PER MANU. SPEC:.'s SECURING ® 5TD. SIDE WALL" ON PAGE 6-004. w w 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE "ABE500 FF200 FR EXPANDING FOAM" (OR IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATIONS AT �, 6 FLOORS/NALLS/GEILINGS;PRODUCT CONFORMS TO A5TM E 814, ASTM E 54, AND UL I41q. O WINDOW NOTE: 3. MECHANICAL FLUE TO EXTEND V-O" MIN. ABOVE ANY BEDROOM 2 BEDROOM 3 - I. ALL NEN WINDOWS 4 DOORS SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". p m 139 S.F. 152 S.F. ti 400 SERIES CASEMENT, DOUBLEHUNG,OR GLIDING E ' (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR NEN EXHAUST FAN SHALL BE INSTALLED WHERE SUBSTITUTIONS, 5EE NOTE #q IN "6LA55 WINDON5 O VENTILATION 15 NOT MET BY MEANS OF NATURAL AND DOORS" ON PAGE 6-002 IF CASEMENT CIRCULATION THROUGH wINDON5 OR DOORS TO WINDOWS - ALL 05MNT WNDW5 SHALL HAVE OUTDOOR SPACES AS PER NYS MECH. CODE SECTION STRAIGHT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. SPECS 2.IF DOUBLE HUNG - ALL DBL. HUN65 WNDW5 TO BE TILT NASH 3 WOOD ECK 4.SEE PAGE 5-003 FOR FRAMING ELEMENTS AROUND 8 RESERVED M/GO l0 3'-q" 2'-II" bs 5. . 3,_I„ 3_7„ - -' WINDOWS (TYP. FOR ALL) U.O.N. N 3 _ i- O O 3. ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. (V v. - 13 � F. 0 �- I - 4 EGRESS NOTE: I'-5" IN COMPLIANCE WITH NEW YORK STATE BUILDING Oq STRUCTURAL PERMAGAST COLUMN 8 SQUARE SM/GO r 6 O CODE, SECTION R310.2.I;THE FOLLOWING MEANS OF 5'_6" I 4 EGRESS SHALL BE FOLLOWED: � I I 1 I TYPICAL PLUMBING/HVAC SHAFT: O N GL. 3 GL. j NET CLEAR OPENING........... 5.1 S.F. IO PRECISE LOCATION 4 SIZE To BE DETERMINED IN FIELD -6" =1O i NET CLEAR HEIGHT............... 24 MINIMUM d _ 1 5M/GO -4 m 3'-O"�3'-O" L z_ NET CLEAR WIDTH................. 20' MINIMUM to VET AUNDRY I 6'-1 ------ 4 RHEEM 4 TON AIR CONDENSER ' 3 II MODEL#RAI648AJINA ( OR EQUAL ) NATURAL LIGHT B VENTILATION ROOM m (HABITABLE SPACE) l 2 FLOOR AREA 210 S.F. O BEDROOM 4 % REQ. S.F. PROV. FAMILY ROOM - -- -- --- LIGHTING;MIN. 846 N OF FLOOR AREA 21.6 S.F. 25.5 S.F. j L VENTILATION;NOT Z - LESS THAN 45% OF q-T S.F. I I.1 S.F. W ® 1 O $ p 4 I I MIN. GLAZED AREA m - REQUIRED 4 � - to - 1 Q ID Q �O 0 E I I > � q-7' w -I--- _ : - (V 3 r • .......... ..�..... --- ----- -- - --- -� 5M/GO BATHROOM 2 CL. _ 5M/CO ui ! � I E • PROJECT: m 4 1 ROYALTON ROW /� - - LOT 4 DESIGN B =1--- - --- --- - ---_-- -- - -- - m H. �? 12 I - - ---- - -- ------ - - - = WALK-IN DOOR 5GHEDULE - - r - ----- -------- ------ CLOSET 1 ----- = BATHROOM 3 r m ATTIC � � " i ' 1 105 S.F. - DOOR-- MATERIAL- 1 = UNCONDITIONED - l COX NECK ROAD 1 _ UNFINISHED l 1 - ----- - - - -- - - J v 1 ! I 4 - MATTITUCK NY 11952 TAG DESCRIPTION Q cn NOTES ;II �_ i d J lo'-2" I � SIZE THICK. Q J ` _ '- . :I' _ �'�I � I OPEN o BELow � ,` � � DRAWING TITLE: f - - - -- -- -- - -- - ---- EXTERIOR, 1 4 1 4q 4 1 4 G 4 G 4 C PROPOSED SECOND FLOOR PLAN OI SINGLE ( ] rR I ' &4 \ /�A 4 A : - 02 II SINGLE ' O11 • --- ,1 u 1 u - �I -b" 6'-6" 2'-4" 3'-10" -loll- 05 -3"� - SLIDER 12-O X7-O - i, AG E 1( I _......i • 3 SECOND FLOOR b'-8" 1 I" PAGE: - ._._.._::: _IL_ ��.�. _ ::._II PATIO 04 51 NGLE 51-011X-71-01' • I 41'-10" 103mOu" INTERIOR - FIRST FLOOR 05 POCKET 2'-O"X7'-O" F - --- =1I - ---- - - �- -- L -- - - z� . . _. ------ 2 .._--.._.. _. &LASSR05TED -- 06 -� --- - SINGLE- - --- -- 2-6 x�r'_O' - - _ --{ _•. - - - - DATE: 01/25/21 7 OF 17 - - -- - 07 DOUBLE 2-6 X7 0 -- - • 08 - 51 NOLE 2'-6"X7'-O" 1 SELF CLOS 11 - - _ HOUR FIRE RATED ---- - - - - l - - - 1 - �� `a VI. PCS Oq - SINGLE :21-011X-71-011 • ( I INTERIOR - SECOND FLOOR 10- 51 NOLE 2'-6"X7'-O" • 'y �� I I SINGLE - 2'-4'X7-O • T° .��' ��., --- ---- - ---_- 'I -_- = -__ - _ --• SELF CLOSING; PROPOSED SEGOI` D FLOOR PLAN _ _. ... ---.. ----.._ .... __._ ' ---HOUR FIRE RATED_-li 12 �OGKET ------�i-- 2'-6 X7-O - - i o F 13 DOUBLE 2'-o"x7'-o" • ! ', - - 1,612.01 S.F. HAE317A5LE SPACE; 1,814.4 S.F. OROSS AREA SCALE: v4° = I'-o" 14 -----POCKET--- --------Il----2 EEX"i-4 -O OE I ` ERAL S I I ' I50L I CL NEW PARTIAL HEIGHT _ EXISTING TO BE DEMOLISHED , r WOOD FRAME (L.G. 5TL. W EXISTING TO REMAIN WHEN APPLICABLE) J { NEW WOOD FRAME (L.O. NEW FOUNDATION WALL I li � I 5TL. WHEN APPLICABLE) � { NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL - 0 I� WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS r' _ WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL P05T FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED a WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) Z O Z Q W J J 00 Z C4 J � � -- - - — — ------ Y O Z >: 4 4"x3" ALUM. - - - -- - --- - - - -- Q Z T'1 DOWNSPOUT J N DOWN TO V' W 0 DRYWELL5 GRADE (TYP) r. _ Lo ® N O Q T 4? 0 p Xi W O A I U ~ U 1 2 J Ix 4"x3" ALUM. 2" x DOWNSPOUT DOWN TO 2" x 10" R.R. 2" x 10" R.R. SPLASH GUARD ® Ib" O.G. ® Ib O.G. ® GRADE 4"x3" ALUM. 4:12 PITCH 1 1 ( DOWNSPOUT DOWN TO SPLASH GUARD 9:12 PITCH 2" x 10" R.R. 2" x 10" R.R. &RADE (TYP) 9:12 PITCH ® Ib" O.G. ® Ib" O.G. Q 10:12 PITCH Q 10:12 PITCH LL Q (V N I I 1 f I \�J Q (2) 9.5" LVL HDR U I � p• o \ I / I �, NEW (2) 1.75"x11 875" G.P. 2.OE LVL RIDE -- (2J 9.5" LVL HDR - Q { N N I \ X PROJECT: 4"x3' ALUM. ® - - / p - u_ IL DOWNSPOUT x 0 /Pv ` O O OJx _ DOWN TO (2) 2"x12" RIDGE n N N SPLASH - - - - - - I ® _ h _t GUARD ® (� !� I Q -I -� �x ROYALTON ROW N J L �, 2 U) 0 I - U) GRADE CNP.) << � n � O � � 0 0 LOT 4 DESIGN B J I ry -- ----- a N - o COX NECK ROAD p N II ti 2" x 10" R.R. � 2" x 10" R.R. Ib " O.G. \ I I MATTITUCK, NY 11952 ® X X 2 - - -- -- - - 12 I:12 PITCH IPITCH -- - -- - -- - -- - --- -- - - -- - - _ - ------ _ 212 _ - - - - - - --- -- - --- --------- --- DR-AWING-TITLE- PROPOSED RAWINGTITLE:PROPOSED ROOF PLAN u POST TO 1 4 � I _ i J ; n _ I ONALUM.o T DNPAGE: --- - - --- DOWN TO - --- -- vv-- -- - J N L- --- SPLASH GUARD a OIL +gyp �p I T + '�jT OJ &RADE (7Y'P) --- ------------------------------ ---- - -- 4"x3" ALUM. �Y O j cy :1011+ m 00 DOWNSPOUT `�yl L� DOWN TO SPLASH GRADE ( ) r-7 =1 f DATE: 01/25/21 8 OF 17 - - -- - --- ----- - - ---- - - -- - --------- GUTTER HIGH ' a- Al N POINT(TYP) r '� ��C�,� 4 . 374 FROF05FU ROOF PLAN SCALE: 1/4" = I'-O" Q ELEVATION NOTES O Lu ROO O FING: Lu I. SEE NOTE ® SECTION 2. ASPHALT ROOFING SINGLES, COLOR d STYLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) Q OROOFING: I I. SEE NOTE ® SECTION 2. STANDING SEAM METAL ROOF, COLOR $ STYLE TBA TOP RIDGE HEIGHT °s�rpr�r 2 "Ta=ir Tr r r"r=1 (OR EQUAL) - -- - - - - — — _ - -- - - - -- --------------- ELEV. +28.6' -- —_ - _ - 51DING: - _ --- - --- I. SEE NOTE ® SECTION 2. LAP GEMENT SIDING, COLOR $ STYLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) - - - _- _ - - _ O 0- z OO I. SEE NOTE ® SECTION - _ - -- _- -- _ 2. VERTICAL BOARD 4 BATTEN 5IDING,COLOR B STYLE - TBA (OR EQUAL) (MIN 50 YR. WARRANTY) - -- O5 5TRUCTURAL PERMAGA5T COLUMN 5" SQUARE 2 _ DRYER VENT: — - - - �-— - -- F O 00 SEE NOTE ® PLAN / - a -- - -- -- -- ------ - --- - -- --- - - ---- J SECOND FLOOR GLC. HGT� e ' I ? ELEV. +21.0' -- ---- — ---1 _� ---- - -- - - z I ? O O ---- OI --- I O - LL WL.0 W CO A - -- -- ---- * I OI OA I Ln , O I � , I 5EGOND FLOOR Q _ -_ �t L J r ELEV. +12.0' -- -- LuA - - _-_ - ---- - --- - - - - -------- - - - - F.7. - - --- =- I FF. - 2 ---z - -- --F.F. ---- - ------- -- ---- -- --- W FIR5T FLOOR CEILING HEIGHT ELEV. +10.8' -- - - - - - ----I -- - --- - -- — --- J - - - - - - CD I I I I I -� - - - -- - -- - - _ _- -- -_ - -- ---- �� - -- - - - - - -- LL-- - - ----- uw I I FIR5T FLOOR - - -- -- - ELEV. +1.8' --- - --- - -- . --- - --- -- -- - - F.F. .__ — — A Y A N A l A A�An.Yu9 YA Ar 1iTn➢r w 1_ � X p- Y N G A A r .➢ Y- � �,r T l- 7rT� A 1 1 T A �. r➢I r x T Y r Y x x x A Ty A_T7 LT.r7 w A-, f _ry I d i Y X II _ _ y d - h Y - - - - - II 1 w A M 1 A A A p ry..d 1 II'.Y q� 1 q w' n BASELINE Y hp! Ap➢N dnGCG ➢NAAAw°r A r 1 A' Y N 'Y A' Y' Y A Y 'w Y"Y Y' Y A 'Y' Y rx AJLrI�_T. rT1 7iT=w AT?T i;T 1 ELEV. +0.0' I i NORTHEAST ELEVATION (FRONT) I I I SCALE: 1/4" = I'-0" I I I I W at — _- �_ W - T- - T E -- _ tf �a I � I -_ - O -- — - — -__ — — — - - -_— - -- - - - - PROJECT: - u - - — n -T �� - - ROYALTON ROW _J - ---- ----- - - - - LOT 4 DESIGN B COX NECK ROAD - - 0, -- - - _ MATTITUCK, NY 11952 m � � DRAWING TITLE:_ PROPOSED EXTERIOR ELEVATIONS • F.F. - - - - - - -}r_ i -- --- -- - - -- A 1 - - - --- - A 1 - -- A - -- PAGE: O ----- r �t I f j---- - -- - - - �- 0 ■ 01/25/21 DATE: 9 OF 17 w � . =r r _➢ TTr zrr aaa' rrsm s �r � nRa A N T r -T`r��=a`ars arLr-t➢=rr_sr=xir -7r sy- n NORTHNEST ELEVATION (RIOHT SIDE) NI 037 0 ) C� SCALE: 1/4" = I'-O" TFQF t,4 4 ELEVATION NOTE5 Q O OROOFING: W I. SEE NOTE ® SECTION LU 2. ASPHALT ROOFING SINGLES, COLOR d STYLE TBA (OR EQUAL) (MIN 50 YR. WARRANTY) OROOFING: Q I. 5EE NOTE ® SECTION 2. STANDING SEAM METAL ROOF, COLOR 6 STYLE TBA Hdnr?aaY�, Q (OR EOUAL) TOP RIDGE HEIGHT ➢"A"A"H SIDING: ELEV. +25.6 - - - n%a r _ - - - _ - - - J O I. 5EE NOTE ® SECTION 2. LAP CEMENT 51DIN5,COLOR d STYLE TBA (OR EQUAL) -- .- al"Tl tltl nHG AflHlrgl uY (MIN 50 YR. WARRANTY) nlalr_➢% NI. O 1. SEE NOTE ® SECTION = — - _ -- -- -—-- ---- — ---- AII,cPIJ YAC' � /� LL. ,r 2. VERTICAL BOARD 8 BATTEN SIDING, COLOR d STYLE —_'— _ 1-X➢iyIAN11. TBA (OR EQUAL) (MIN 50 YR. HARRANTY) - -- - _ - _- _ _ N-nx 1I NN2pl 5 STRUCTURAL PERMACA5T COLUMN 5" SOUAR LU TJ„Il IfpX H-u'' O -- - -- - ---- ------- ---- -- --_--- - _` -- - ---- - ----- ------ -- --- -- - --- ---- - -------- -- -___=— __ N I h I n •I a n _ - _ - - c¢°CYa➢1X1 I b DRYER VENT: -- - Y M P TNY N1. _ _— ---_ SEE NOTE ® PLAN N K 00 ---— __ r,x n_N, d SECOND FLOOR GLC. HCG-T_� - - - - - - --- A G a”"N -- - - - --- -- - -- - — _ _ _ _ > Rt Q ELEV. +21.0' (q --------- ---- 1 , I i J - — I - I LL W Q Lo cr T1 I I I II I ®r, SECOND FLOOR Q F77 ELEV. 12.0 I LLJ _- II— � W FIR5TFLOOR CEILING HEIGHT Y H - ... .._ ._... - -- - --- -- - -- ---- ----- -- --------- - - — U ELEV.. +10.8' w n - --- - -- � ---- _- ------ - ----- - - ---- -- --- I r 1 r . II : -- - 5 I. : II ! I I I, I , , : D 03 -- I -- - - -- _ — 5 I I G ---- - ILII - - -------------- ------- -- 1 I „ I ' I : FIRST FLOOR --- - ----- - --- --- -- ---- ------- - I ` ELEV. +1.8' ----- --- ----- -- ---- — , I 1 - I I - - - ➢- J _I I -I -I A I N 1'!' V a x 11 p A" I :I - q .-a t N x C I'-N_N N�J-N H II A II N,I J lI A S A_A N N A➢1 J Y-➢1 I ➢ A -A II A'I 1 N X N N A'I A N 1 1 -A I I 1 Y T 1 w 1 1 A 1 - . -�- - - -!T'LJ Ell, - II I,X°quA''ANA;%h%h NN' H"N ,.. T i T g 1 O _ ,!,i Y I' r l L N N I!X.H N N N Y tl A-%Ind-' ➢ Y 0.i _1 p-_➢ tl N ,1 x 1 _-X _ h_I ,1 I I r J - - - I: A ➢-7 II- ➢ p-M A-i I Y JI 1 k ➢- II A Y- L G -h II h tl. ➢ Y Y Y--X k J Y- _ L1. Y 3_ T T TSIL L Z Y T Ai_ ➢ R "A T_T Y T L 7C_ �L� _.___ --_ _._- q- J -_ 'S'J ➢ -7 -Ir 0. E ➢ I: ➢ -A ➢ I -X =i-5�- T T AlH E 7--T ➢ i- lr E ➢ I 9= 3- 3 N X X II X X X M X X N II BASELINE fl x X tl X N J A T A Y ➢ p A IV f A -H X -N -➢ M_ _N 1_' X ELEV. +0.0' I I I { SOUTHNEST ELEVATION REAR I 50ALE: 1/4" = P-011 I 'I I I I i I I I� I I I I I I z w aI'N°r"s-""uI°°NtlaX I U j W cr- I j r o I j II - - _ -- = - - Ln — - PROJECT: — i _ I -- ROYALTON ROW II I ' I LOT 4 DESIGN B I I 1 j COX NECK ROAD 5 - — MATTITUCK, NY 11952 I 4DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS I I - - -- -- - ---- ----- - - ----- ---- - -- — ---- ----- - PAGE: 03 :111 III -- ■ --- o -- -- - - ------- ------- — ---- --- ' DATE: 5/21 10 OF 17 A A N X=y X a➢d k X N a Y n r e a n p N o r A 4 F 1 N R ➢ 'h u , -- - - - I n A.". N.:".":!" N A:.N a r"Ir A n l' - ---- ---- -- -- 1➢ir%-I-J-I�I� -I-x I- Y 1. IpJI H p _p A N -A PA_'L ➢HNb,'Iyxr Hy N7' ' y A ➢ A R N I 9- X I� 1- d C N a II Y A N tl Hn H N-, Po I H h __ _ _ __- _— -_ _ - ___ _ ___ _ --_ _ - �L.'ITy L-L��S p g�_R➢ N 0.- I 9 :I J J HN0.NC�OIH IN➢MN I� T t I N�.1 l ,.N Y -T 1 ➢x rn7'IA A a ➢ 1-II X N II,X N, N A a',11 II It N !Ih N d- Y APCA it SOUTHEST ELEVATION (LEFT SIDE) tp 5r-,ALE: 1/4" = 1'-0" X3740'" 0u �oF NES. BUILDING SECTION NOTE5 Q O NEW ROOFING NOTE (TYPJI CONNECTION 'A' AS: - =i I. INSTALL NEW ASPHALT ROOFING SHINGLES �I W PER PAGE G-003 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO `�a f J NEW RIDGE - ---IF- ' 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS TOP RIDGE HEIGHT _- _ - _ --------------- OVERELEV. +28.6' 3.INSTALL 15 # BUILDING FELT (U.O.N.) OVER 4.1/2" GDX PLYWOOD 5HEATHING (BLOCK ALL SEAMS) -If I T_ �� - 0 5. GAP SHINGLE OVER RIDGE: 4 HIP5 (AS REQ'D) - Q ,1 - b.PROVIDE RIDGE VENT (A5 REO'D) R.R. A5 PER PLANS 'I. FLASH ALL VALLEYS B.INSTALL DRIP EDGE AS REG'DI- q. INSTALL ALL AS PER MANU. SPEC.'5 2 1, TL,- g _--- -- -- _ 0 r P Ifl_ rF-- O2 TYPICAL ROOF 4 CEILINC3 CONSTRUCTION: • NEW ROOFING AS NOTED - - P �,fl — = Z • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL - --- - I x ,i, - - -__ - 0 PLYWD SEAMS) - - 1 7I ;I'— _- _ I..__,.. G.J. AS PER PLANS q �„ _ • R.R.,G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER 5' INSTALL "X" BRIDGING ® CENTER OF - ~ SPAN,U.O.N -- -- _ �; � I-_--:=- BUILDING 5EGTI0N NOTES LLj O NEW ROOFING NOTE (TYP): I. INSTALL NEW ASPHALT ROOFING 5HINOLE5 _j J 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER Q 3.INSTALL 15 # BUILDING FE.'_T (U.O.N.) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL 5EAM5) 5. GAP SHINGLE OVER RIDGE PROVIDE RIDGE VENT (AS REQ D) TOP RIDGE HEIGHT �" " ;' "I�➢;i GE 4 HIPS (AS REQD) - _ _ -- - - --- -- -- -- --- - I 1. FLASH ALL VALLEYS - - - - 8.INSTALL DRIP EDGE AS R.EO'DCC Q. INSTALL ALL AS PER MANU. 5PEG.'s O TYPICAL ROOF GEILINS CONSTRUCTION: r - -- _ _- _ _ - • NEW ROOFING AS NOTED i— • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL O - - PLYWD SEAMS) - - • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® 5PAN5 - v Y 6 �- _ _- _ - - - - �i GalVNEGT1011�A' A5� OVER V IN5TALL "X' BRID61N6 ® CENTER OF _ _ �e� __ SPAN,U.O.NJ - - - -- - - - - PER PA6I✓ 6 003 - - Q -- - • MIN. OF R-4Q SPRAY FOAM INSULATION - - --- _ NEN D 1� TYPICAL EXTERIOR WALL CONSTRUCTION (TYPJ: I- R R. - GON _- —_- - - I � � i NEGTION 'BI' A5 J 0c) O UPON "TYVEK" HOUSE WRAP (OR EQUAL) SECOND FLOOR GLC. HGT_� - — - PAGE 6-003 --- I - -I - - S -- �` W • UPON I/2" GDX PLYWD. SHEATHING (BLOCKING® ALL ELEV. +21.0 _ - -. - - �l-�L 1 - __J_ -PER R.R. TO G.J. Z C) PLYWD SEAMS) --- __ • 211x6" STUDS ® 16" O.G. w/DBL. TOP PLATE - - - -- 1 -- - rl O • 2" FOAM INSULATION W/FZ-I3 BATT INSULATION (R-21) - 1 • 5/8" 6YP5UM BD. WALL FINISH - - - - - --- -- ----------- -- Z ' w O NEW SIDING NOTE (TYPJ: z - --- - - - - - ----- LL --- - - � ------ ------ -- Q- ATTIC — J N 4 I. INSTALL NEW FIBER GEMENT HORIZONTAL 0 _ -- - _- - - - --.._-_----__--__----------------- ----- — - ��j U --- w CD LAP SIDING 4 VERTICAL BOARD 4 BATTEN = - - - - UNFINISHED - - - _. �� Lid a: Ti SIDING 5EGOND FLOOR (` = Ln GO 2."TYVEK" HOUSE WRAP (OR EQUAL) ---- ----- - _-__ _ = - - = _- --= _= -- y , , Q 3.INSTALL ALL AS PER MANU. SPEC.'SELEV. +12.0' —� 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION - 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL G.J. AS PER PLANS - _J O NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. - --- _- 5 REINFORCEMENT AS PER DETAIL = F� 1 ELEV. +10.95' FIRST FLOOR CEILING HEIGHT - - - - — - --- I - _ !— - --J = _.1 OTYPICAL FLOOR CON57FZUOTION: NEW FLOOR JOIST AS NOTED ON PLAN -" - • -- 3/4" GDX PLYWD T46 5HEATHIN6 (BLOCKING I ALL PLYWD SEAMS) • F.J. AS NOTED ON PLANS (® SPANS OVER 8' ° �0 2 GAR INSTALL "X" BRIDGING ® CENTER OF SPAN, - GARAGE o ` � U.O.N.) • MIN. OF R-30 BATT INSULATION;FOAM MIN. 3" k. AT RIM JOIST FIRST FLOOR ------------\ - - -- - ;` +E ELEV. +1.8I �— — _ I d`il"C 1 7-A- 7 JI'k`F F A - - t - li-- tl I`-A-`Y A I"fl R tt-¢➢�N $- E ➢ Y N p ➢ 9 ➢ ➢ N F % A A dA I' t % _-{ P dyd-yp d 7nI Il¢dgd d- I �-��-g J 3 7J1 JI�t�717—_3 O �- -- A A -d tl ➢ A il A_ 1 l II A - - - - - _ f I - - -i y S T I N _N N ➢id- pd p N p M d G K N T N 3 3r { da ll T� I N N G ➢--N'% 9 . , - - _-- ➢ E- �`A A'-A"�1-'➢-•➢"Y'I ➢'7'1'9 -- I`IF R T3 1 T 1. Y J� N ''-dNg -IYtTIi➢I=N-7 LSpIN➢pG➢Pp 11u! `d NI N1- 7a Nr ANA !tl%uP- h -__�- @ ➢„I N N.7.,I ed,.tl..N P I'7vA --_ RI�T7_Igd ay AdAj�I PTrl � 9 BASELINE 8 7 -p 3_tt d_tI d 7 k 71 7 �A L u 1 7 7 I.7 tl i N P 9 a.�5 a IrN u B I@ N n q N F N u G p h I!'_ - _ _ - - 1 I Y A H a G ' C A II p II N a p N N'A N A P a N IA j=6 - 1,4!, i e got 94-7 S ELEV. +O.O' 5 I I SEDT 101 G /A-502 I � 50ALE: 1/4" = I'-O" 1 , i i I I I I i HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE w I SPECIFIED ON 51ME OF STAIR IN ACCORDANCE w/ MANU. 5PEC.'s; PLANS w��2" INTO AND NOT PROJECTING MORE THAN "h O PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP 51ZE5 ADJACENT U — — — -- — --——— -- — — ---N—— -- J015T HANGER BY '5IMP50N' OR EQUAL FIRST FINISHED FLOOR -- ---�----�---- —1--- t — ---- -_ LU lye" MIN. SPACE BETWEEN PROJECT: WALL AND HANDRAIL i s/a11 PINE RISER ROV. rALTON ROW ' K IV s/4" PINE TREAD STANDARDS FOR O R I PPABLE HANDRAIL LOT 4" DESIGN I - --- SCALE: NTS =�X O OR055 SECTION --------------------------------------------------- - HANDRAIL % MIN. I" ROUNDED N051NO x p CLEARANCE CIRCULAR NON-CIRCULAR COX NECK ROAD w/y4" RADIUS w MATTITUCK NY 11952 (NOT INCLUDED IN I f TREAD DIMENSION) 41, :2" Iy4 FERMI �'4" DRAWING TITLE: MIN. METER MAX. o BUILDING SECTIONS DESIGN DETAIL Lu �w � w N m PAGE: (3) 2"xl2" STRINGERS ® w/ R-21 d INSULATION, IF UNDERSIDE 15 FAGIN6 d AV 5TORAGE/NON-HABITAL SPACE a ■ 0 5TORAOE UNDER Y2" GYP. BD. I (WHEN APDL I GALBE) DATE: 01/25/21 12 OF 17 TREATED 2"x12" SILL FOR CONTACT ,5�.�'� „a„• ,,� w/ GONG. (IF APPLICABLE) {� on-, 0� INTERIOR NOOD STAIR DETAIL A-502.0 SCALE: 3/4" = I'-O" zw 0- Q Q < TYP. ROOFING (SEE W c (4) 3/8" H.D.G. LAO SECTION NOTES) w - O-A 7 BOLTS (PREDRILLED) TYP. ROOF CONSTRUCTION � wa1m— m0 t>7 } V MIN. 4" BETWEEN EDGES OF _ _. . (SEE SECTION NOTES) Q w O 1- " 50UARE BALUSTER 5/4"xb" P.T. / \� I '51MP5ON' H2.5A P5 x o m (STYLE TO SELECT) DECK BOARDS P.T. DECK JOISTS AS I __ RAFTER TIE R¢ NOTED ON PLANS 0 J SIMPSON H2.5A RAFTER 5/4" x REOV TIE (OR EQUAL) HEIGHT P.T.'RISER - 3/8" THK. PL.- - - I 3 8" THK. H.D.- L O 5/4"xb" P.T. DECK 5/4"xb' P.T. / II / ` 0_ BOARDS DECK BOARDS 4 OAL�/. PL. G.J. AS PER PLAN 2"x BLOCKING ® EA. ��II z STRINGER TO MATCH 51ZE I FASCIA BOARD Z OF P.T. DECK JOISTS AP PLATE '�' � G BEAM AS PER PLAN ~ (2) 1/2"0 HOT DIPPED 6ALV. FASTEN STRINGER TO Z BOLTS ® EA. P05T w/ OVERSIZED BLOCKING (MIN. 6 FOR CONNECTION OF STL. COL. TO (2) 1-3/4" WIDE Q o P.T. D.J. AS =- —WA5HER5 d END NUT PREBORED FASTENERS) LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER Ix PER PLAN cV INTO BEAM, POST, DECK TIE 4 NOSING "SIMPSON" PG64 W RIM BOARD ASSEMBELY hypJ (FOR 3 PLY BM) 2"x12" P.T. 5TRINGER5 ® Ib" "SIMPSON" 5052-2/4 NEW "SIMPSON" LU526 J � P.T. BEAM AS NOTED 4" THK. x 8" WIDE x WIDTH GALVANIZED JOIST J � cV ` - 50LIM BLOCK ® 12' O.G. OF STAIR P. GONG. PAD O.G. (MIN. 3 STRINGERS ® HANGER (FOR 2 PLY BM) � O I EA. STAIRWAY) Z (2) SIMPSON DJT14Z (1) 1/2"4) H.D. &ALV. THRU v DECK JOIST TIE 0 BOLT wO /OVERSIZED WASHER II J C) EA. POST 4 END NUT PREBORED INTO 2"xb" P.T. BLOCK IN BETWEEN - z e: -, oTE: (4) 3/8" H.D.G. LAO Z >; 4 POST $ DECK JOIST TIE EA. STRINGER. FASTENED TO X ALL DECKING SHALL BE FASTENED BOLTS (PREDRILLED) Q Z 'ri "SIMPSON" ABA44 P. GONG. PAD w/ Iq/64" x < w/COATED DECKING 5GREW5 BY ® COLUMN BASE 3-1/2 CONCRETE SCREWS BY r "DECK MATE" (OR EQUAL) � ��' LLI (o 4"x4" P.T. POST "CALIBURN" (OR EQUAL) - MIN. _ _ (3) 5GREW5 PER BLOCKZO" MIN. � / _ L0 x Ln GRADE / - -- - - -- 1I GRADE GRADE I \I = r I J O 8 50NOTUBE FILLED II - I I 1[� 50LID w/ P. CONC. 1 U P L G A (MIN. 4,000 PSI) n z I 8 I -- -� - - COLUMNS AS �\ //— -- - - --- - - - - - - PER PLAN � II p (2) #4 HOR. REBAR 2XTR I OR hlOOI� STAIR IATA I 3/8" THK. PL. 411 V UPON (2) #4 HOP:. I A-401.00 W REBAR (4 TOTAL) II 3/8" THK. H.D. �' (1) #5 BENT SCALE: 3/4" = I'-O" I�2ol OALV. PL. 7- 11 J 12"x12"x8" P. GONG. PAD ] 0 BAR ® I6 GAP PLATE B P05T BASE PER Q II "SIMPSON" FTG. (MIN. 4,000 P51) P05T SIZE FOR CONNECTION OF 5TL. COL. TO (3) 1-3/4" WIDE Ss z LVL LUMBER OR (3) 2" WIDE OR (4) 2"x WIDE FINISHED STONE EXTERIOR V400 �) 17EG< 1�)E7A I L DIMENSIONAL LUMBER OR 5.25" WIDE PSL ___ A-401.00 SCALE: 3/4" = I'-O" "" t 4" GONG. SLAB 2'-O" LAP (TYP) 811 PROVIDE 3" (MIN.) GONG. COVER _ __ BACKFILL __________ GRADE OF ALL REBAR WITHIN P. CONC. PROVIDE STRAPPING NAILING fi —+ - Ii -11/2 I II --COMPACTED FOUND. WALL5 8 P. GONG. 1=TG'S. AS PER CONNECTION 'D' IN I I I (� 2 EVERY 6" PROVIDE INSULATION "TYPICAL NAILING/STRAPPING REGUIREMENT5 FOR UPLIFT, ————————_— - —— II I I I BETWEEN CAVITIES SHEAR, $ LATERAL RESISTANCE" t /Q EXTEND FOUN. PER ENERGY TABLE ON PAGE 0-003 ® EA. STUD. I I I �I WALL AND FTG. —AT———_—— z FO COL. PER (WHEN APPLICABLE) 3-I/2" O.D. SGH. 40 HOT � ° � . . FOUND. PLAN DIP OALV. STL. COL. p I FLOOR SYSTEM AS � NEW (2) 2"xb" P.T. SILL PLATES rtl I� NOTED ON PLAN UPON SILL SEAL UPON COPPER I I - (ASTM A123) A5 PER - TERMITE SHIELD I' #5 REBAR ITYP) I I PLAN WELDED TO PL. --. a I � . NEW 5/8"o HOOKED ANCHOR -A tL I I �� 8"X8"X3/8" THK. 5TL. BASE PL. WREBAR ITYPI) i BOLTS ® 3q" O.G. w/ 3" SC�UARE O� I I I I I � �c WASHER d ENDNUT I I 1Q II I. I /-(4) I/2" HOOKED ANCHOR BOLTS EMBEDDED INTO I^ I I POOTINO MIN. 4" W OVERSIZED as ii GRADE I WASHER AND END NUT SETUP #4 HOOKED VERT. REBAR ® 48" O.C. ii m i I BASE PLATE 'A' COVERED PORCH 1�)ETA I L - � _. _...__...... SCALE: 3/4" = P-O" � a1 CORNER CONNECTION A 401.00 z I I. I � I . o I I, _ I _ 1 --- - - - - -� ---!-- w t #5 REBAR ITYPI) 2-0LAP '- - --- -- ------ --- - 11 1 b, (TYP.) P. GONG. FOUND. WALL It* - -- (MIN. 4,000 P51) II"' _ �0 —————— —— Q ________ PROJECT: #4 HOR. CONT. REBAR TOP, MIDDLE, 8 BO-"TOM OF WALL TOTAL) ROYALTON R O W 1j • _ - P. GONG. CONT. FTG. LOT DESIDESIGNR II ; FLOOR SYSTEM A5 NOTED ON PLAN (MIN. 4,000 P51) I I II (3) #5 HOR. CONT. REBAR 11» — I - -- -- - - --- - - - ---------- 11 #5 BENT NEW 5TL. GAP PL. A' FLOOR WOOD BEAM 4" P. GONG. SLAB II O I; I REBAR ITYPJ WEL GAP FLGDETAILS AS NOTED ON PLAN COX NECK ROAD NEW 3-1/2" O.D. 50H 40 �V�A/1 HOT DIP 6ALV. STL. COL. CK, NY NEW BASE PLATE A ATTITU 11952 NE tf t ? I I WELDED TO COL.;SEE (ASTM AI23) AS PER BASE PL. DETAILS FOR FOUND. PLAN BY SIMS I - b MIL POLY- °II I I I STEEL (OR EQUAL) M015TURE RETARDER �� DRAWING TITLE: _...__..__..__ BOLTING 1�� NEW 4" P. - ----- - 4 GRAVEL BASE; _ _..._._....... i PROVIDE GOLD JOINT GONG. SLAB DESIGN DETAILS i ______ i _............................ ? __..____ ___._ _ AT GONG. SEAMS ( ') PROV. GLEANI -- COMPACT FILL 2_0 . _.....__.__.___... ..._...........__.._____ ____._.... ._._...............__ . [ ��__ _;._.__.� 'T' _ T CONNECTION i! 1 PAGE: FOUNr7)ATI ON NALL l7ETA I L / E E I _ . ______._ }� \ / 4" GRAVEL BASE j ( /W (3) #5 HOR. A-401.00 �J REBAR OVERLAP ERLAP DETAIL --i REBAR UPON (3) #5 W._Wry I 1 I ___._r_.__ _ HOR. REBAR (b TOTAL) SCALE: 3/4" = P-O" A-401.00 SCALE: 3/4" _ 1'-O° DEEPEP. CONC. PAD - A" 40 0 FTG. (MIN. 4,000 PSI) �.:--_-.-...-... _- [...................s..:-:.ryf COMPACTED FILL DATE: 01/25/21 13 OF 17 STEEL COLUMN 4 FOOT I NO DETAIL Y A-401.00 'A SCALE: 3/4" = P-O" C I Q ': es 037403 0ENERAL SN '1� 50L <EE ' : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W WOOD FRAME (L.O. STL. WHEN APPLICABLE) EXISTING TO REMAIN NEW WOOD FRAME (L.O. NEW FOUNDATION WALL STL. WHEN APPLICABLE) (p m NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" 57RUCTURAL I J P05T FOR 4" WALLS „r-- WOOD FRAME (L.O. .5TL. -- WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL P05T FOR 6" WALLS), U.O.N. I-- NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. - WHEN APPLICABLE) - - - - - --- --� 0 ` Z I Q v I I � J U -� i 00 C> l I zoo I I � azo w cNo LO -i- -j - - - -- - - - -- -- '- — -- -- —' — J _ w F1 - -- O nz MECH. ROOM L -J • Q I ! I I to - - OP W 160 11 •7/8" --—----- j L.. F.J. ® I6 O.G. ------- (3) 11.8'75 2.OE 5-P LVLL\/L ' - _ - - I I � (3) 11.875 2.OE 6-P -- -- I F', ( DROPPED GIRDER -I DROPPED GIRDER -- I I I a 2' 6" P.T.' - 1 -- = D.J IX I ICK .4I LEDGER O IV • o . • I r � I tn5- • . -- - - Q 3 BASEMENT Q IL UNFINISHED UNHEATED - -I I I I , I 1865 S.F. I I I " TYPE "x, GYPSUM L- BOARD BELOW F.J., OR ROGKWALL INSULATION z BETWEEN F.J. I w I PROVIDE � V I SIMP50N (2) 11.8'75 2.0E G-P LV - - ---- - - - - - I f I JOIST - DROPPED 61RDER _ _ HANGER L - rt- - r- - I V I I I I I i I I I S I a I -1-- - _ PROJECT: o o ly lya f o J ; ROYALTON ROW 3 ® �� I Lu -jQ � � LOT 4 DESIGN i I T DBL. 11.815 LVL HDR. PROVIDE r Q --------_--.- ----_.-- -_ - - -- 51MP50N HANGER ( N Q OF WI 60 II "1/8" COX NECK ROAD F.J. ® 161, O.G. MATTITUCK, NY 11952 ' • ' DRAWING TITLE:------_-- --------___ - PROPOSED STRUCTURAL PLAN - L - - - -- -- -- - -- - - --- -- - --- --- -- m � I Q PAGE: F71It Ju 10 1 (m) Adm%, < m DATE: 01/25/21 14 OF 17 Q Ap d rix I in a FRCFOSEr�) FOUN7ATION STRUCTURAL PLAN A� ,37��C� 50ALE: 1/4" = 1'-0" r OEI ERAL 5 I �50L <ENr : Q NEW PARTIAL HEIGHT 0� D w EXISTING TO BE DEMOLISHED F WOOD FRAME (L.G. 5TL. /j';r w WHEN APPLICABLE) EXISTING TO REMAIN \ , \ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Ii ^ .°t.:•,, 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATI°D MIN. (2) 2"x4" STRUCTURAL " WALLS WOOD FRAME (L.G. STL. El POST FOR 4 Q WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED 0 O WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) d Z O z i Q � w -� 00 (3) 2"x10" P.T. GIRDER (3) 2"x10" P.T. ORDER > Q E3- - - -[�-- - - - -E}- - - - --B z cfl �rI o z >4 Z RAISED MASONRY PATIO Ix LLL J CV Ln w r�-1 r- :DL0 l r'IJO TRP. P05T TRP. P05T TO HDR. TO HDR. w - (3) 1.15 x 11.875 Q V LVL HDR LTJ - DW _ J tu u ... l4 O� w KITCHEN �Q GREAT ROOM (— ..,. M -1 > RAISED MASONRY PATIOtLz ._.. i3 ad). Otu n (2) q.5" LVL HEADER m v (2) 2"x10" DROPPED " HDR. 8 HDR. HT 2 q.5 LVL DROPPED HDR., V HDR. HT. �Y U TRP. PO5T TRP. POS 0 DBL. P05T - W �F PANTRY TO HDR. - - - TO HDR. TO HDR. wv - -77 75 x 77 O;=_67 — - - x 7 BEDROOM I z U� 2 MUDR - lb DRP. HE DER - LVL FL SH HDR A-401 i A-4o1 z LLz II 7/8 OPEN NEE ENGINEER TRU55 I p -- _- DE51ON BY NANUFA.TURE o w U WALK-IN r z u Q Q GL SET z Oz DINING•ROOM I Q N Q� N UI Q 1 to ujQ m Q p w \ DSL. P05T w ILZ w Id I v Q I TO HDR. -- j' LL X - w �� - z -- j Q >� w CP r - _ I' 0 < _r w I w i z ,� O - - - - D n, w Ll- Q BATHROOM I (j z pQ 2 GAR GARAGE j �� ry) PARTIAL !--------- - -- --- --- - ---- d zIL / HEIGHT oz ink -- -----� --- _ --__- O w pQ r -- - -- r-- -- -- - r � 1 - � I a � O -N T L. -- - - i ®Q -� /__�-- � - 2 q.5' LVL HDR. ---___ — - -- - - — ROJECT. FLUS HDR., TO '� - --- R OYA LTO N ROW DBL. P05T J DSL. P05T TO HDR. TO HDR. I•� I I I I I � I LOT 4� DESIGN B O A-30 O F YER JOIST HANGER NOTE: iv ----- - - ---- - ' '� PROVIDE HANGERS -��r rn i HEADERS. AT FLUSH t) PARLOR COX NECK ROAD d I MATTITUCK NY 11952 DBL. POST II '7/b" OPEN WE ENGINEER TRU55 HALF-BATH TO HDR. F.J. ® b" O.G. 42 S.F. ; DF-510N BY ANUFACTURE DRAWING TITLE: LVL HDR " PROPOSED STRUCTURAL PLAN .: 2.0E 2X6 i LVL STUD ----------- WALL;PRO\. ' AT INTER. OF STUD WALL ------- RAISED MASONRY PATIO PAGE: B— - - —� - - - - - - --El - - —e N (3) 2"x10"-P.T. GIRDER (3) q.5" LVL GIRDER (3) 2"x10" P.T. GIRDER D DATE: 01/25/21 15 OF 17 - o Q m 5�� Ape n. En 037A�b PROPOSED FIRST FLOOR STRUCTURAL. FLAN OF 5GALE: 1/4" = 1'-0" 0E I EF-,AL 54*'�rI ' I50L <E)"" : �- Q NEW PARTIAL HEIGHT _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. 11 W W -. _J I WHEN APPLICABLE) Q EXISTING TO REMAIN "' ��,':t-,•,.. �`-•�,� / "� I+I NEW WOOD FRAME (L.G. NEW FOUNDATION WALL I 5TL. WHEN APPLICABLE) 1 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL / 0 t - J WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. O WHEN APPLICABLE) Z O O = Q Z Q � W J J 00 Z T-4 ri � O Q Z �-1 LL W (D 11) m r-t t` m LA 0 < O W m W I = J v J I Q P051 TO RID ABOVE " Q - T p�n POST TO RIDGE ABOVE BEDROOM 2 BEDROOM 5 2"x8" G.T. G.T. ® 16" O.G. I` 9 FEET ABOVE FF WOOD r,EGK POST TO -------- ---------- I RIDGE ABOVE it \ I I Ji Q � , I j , _ I LAUNDRY ROOM 2"x8" C.T. I G.T. ® 16' 0.0. 9 FEET AB VE FF I I I � I - -- - - -- --- BEDROOM 4 - H Li z FAMILY ROOM LL IL AL -U - —---- - - - ---- ® o - o� W d) _ o) -Q - x at- _x ®E iv Fw w N I-:Lu w v� f- V 6 -- POST TO Q RIDGE ABOVE POST TO RIDGE ABOVE BATHROOM 2 GL. -- - --- -- --- -- - -- — -- --� PROJECT: -------- N \ POST TO POST TO (2) POST TO RIDC>=`ABOVE RIDGE ABOVE HEADER NEW (2) L-15"x11.575" 6.P. __— - I I 2.OE LVL FLUSH HEADER OVA LTO IN —. - - - Q - --- - -- - -- POST TO (2) POST TO_/ HEADER LOT 4 D ES I 0(' B T TPL. POST TFL. P05T RIDGE ABOVE ;I TO RIDGE TO RIDGE - -- - -- -- -- -- -- -- -- -- I 1 -�--- WALK-IN liu, COX NECK ROAD ATTIC CLOSET _ MATTITUCK, NY 11952 BATHROOM 5 DRAWING TITLE: 1 PROPOSEDSTRUCTURAL I I I I I PAGE: (2) q.5'ILVL HDR - - -- -- aw POST TO - - RIDGE ABOVE %.y Jm 0 %J i DATE: 01/25/21 ,16 OF 17 D APC 0, ON4 i RCFOSEI7 SEOON7 FLOOR STRUCTURAL FLAN SCALE: 1/4" = 1'-0" a w -r w J . a o J J ' H Z O ' Z Q D w J J 00 Z � �U-I aZT.1 LL w Lo cr_ VI I` = LO w w �= U = J /'\4"FRESH AIR VENT J I THROUGH ROOF -- - - -- - - - - -I�,- - -- ---- --- --, -- -' --- - - - - - ---- -- - - -- - -- -- - - - -----' I ! i �THROOM 2 BATHROOM 3 2'_ LAUNDRY BATHROOM 2 BATHROOM 3 LAUNDRY ALL PLUMBING WORK NOL ___ I I I ! SHALL CONFORM TO LAUNDRY ALL PLUMBING< 2 �_--I 2 I I LOCAL PLUMBING CODE SHALL CONFORM PROVIDE'ABESGO FP200 FR 0 I 1 Cl i l� I I�i�� I i FUEL CA WORK 1-- I i 2"I I I I I � I a I Q° 14° 14°G I Q° I a , TO LOCAL I � I I I I I I 1 I I 3" I 1 I ; I I . p 2"I �y�I B I 2" I B 1 B I I2' II EXPANDING FOAM (OR EQUAL) Q Q494 j AT ALL PENETRATIONS IN FIRE s1. 1 �3 V I j; I j; I V I I3 I j; LE�� I PLUM81N6 GODS E FUEL GAS RATED KALLS AND J1 J2 I CONFORM TS I ASTM E 814, �i I� LW G ry� I �i I v TUB W G =I I J s I I? ZI '3 - ry I I I7 1_ I_ I, I IU v U m - :ry - ;ry H----- i W Wim. FLOORS/CEILINGS. PRODUCT I � I I I I SHOT UPPLY \ I I' hlA ry rvi I� rvl i� n 1" SHOWER 2' 1 I ry a,I n - I. p� PIPING PENETRATIONS, " - " ISHOWER ASTM E 84,AND UL 1479 - --- -1 -- 1- I I� 1 -I ® PROVIDE "ABE5GO M200 FR ----- 3--- I'- -- -- -- -- �i--------- -1 ----1 --��------------- ---I ---- 1 m----I ------- GOLD WATER - - - -- - --------- -- DRYER ---- - .._..___ EXPANDING FOAM"(OR EQUAL) I _. _.._. _ T WALLS _ -er - �� f- - _ -I SUPPLY AT ALL PENETRATIONS A I i -- - - ------- -- ------------ ---- r HALF BATH BATHROOM P - lr- -- HALF BATH BATHROOM I 1 — — --- -� AND FLOORSNrOR NGS. --- ----------- ��-- I I T ------ 2.PRODUCT CONFORMS TO ASTM E PROVIDE"ABESGO FP200 FR 814,ASTM E 84,AND UL 1479 -_1-, ALL PLUMBING WORK KITCHEN I EXPANDING FOAM"(OR EQUAL) SHALL CONFORM TO j AT ALL PENETRATIONS IN FIRE LOCAL PLUMBING CODE I RATED WALLS AND 2" _r I I p I FLOORS/GEILING5. PRODUCT OC KITCHEN MNG CONFORMS TO ASTM E 814, OM r u B 2" __-T-� I B I �2 12•• ASREQV F �� I pl�� I I1ps j LL j 2' --r-- I I I GLEAN OUT LL I I I j ASTM E 84,AND UL 1479 O �� I� ii I I I 3 I � � FL I PROVIDE F.A.I.FII j U U I j I j I I 1 3 = I flRerLACE l W WF. I I o �! Iv VENT H 1-4" I I I-�" I- ' I ISHOWER I- " " I Iz m In BHOWER Q n MI I ryl j ryl I� ryf Iry TUB ni ��+ 1� I I 7 W j - --- -- -- - - ---- DW --- -I I -I I - I_® 1 � DW _�+ G.O. 3.. 3.. 2 2 I ----=---- Lt�___1d---+8-------� ---------- ---� q ----------------� ---- - - m -- - ------- -- -- -- Eli ---I RE6ULArOR ------- ---- — _.._ _._,._ _.._.._.._. — O I , G.O. I� - I � 6A55JPPLY I - --+- ---�------ --f- - 4" 4"HOUSE MAIN DRAIN G.O. 1 j 1 TO i W F I STREET 4" WATER MAIN TO GAS ----- ---I - r---- ----�---- ------ I I i MAIN r --- ---- ------ TO SEPTIC SYSTEM Ii Q I ' I 5EG. FURN. _ PROJECT: ry N. --- ROYALTON ROW LOT 4 DESIGN B COX NECK ROAD FLUME31 NC RISER - 17RA I N / NASTE / VENT FLUME31 NC RISER - SUFFLY OAS RISER - SUFFL1' MATTITUCK, NY 11952 50ALE: N75 SCALE: NT5 50ALE: NT5 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: AV% Aft DATE: 01/25/21 17 OF 17 j APC tI. f'C1 c a .tib i f•q74 '` T