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HomeMy WebLinkAbout43478-Z ssaf �oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 5 . 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#: 43478 Date: 2/15/2019 Permission is hereby granted to: 55 Cox Neck Road Realty LLC 9 Colonial Dr Upper Brookville, NY 11545 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: rr�� 260 Royalton Row, Mattituck SCTM # 473889 Sec/Block/Lot# 113.-7-19.40 Pursuant to application dated 2/8/2019 and approved by the Building Inspector. To expire on 8/16/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,906.80 CO -NEW DWELLING $50.00 Total: $3,956.80 B spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 { Date. New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: 00 �, ."LT O h'TT l To t.1, House No. Street Hamlet Owner or Owners of Property: 55 Coy, UE641— eA�L-Tq 1-1,C, Suffolk County Tax Map No 1000,Section (1'J Block 07 Lot Subdivision �6ta�T &T, MyA1,n(& &T �,-rTlTc9C1; Filed Map. Lot: l 1 Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:_� (check one) Fee Submitted: $ 01 Applicant Signature FIELD INSPECTION REPORT7 DATE COMMENTS }d FOUNDATION (1ST) ................... ------------------ 'FOUNDATION (2ND) O v, ROUGH FRAMING& j PLUMBING y e a INSULATION PER N.Y-. y STATE ENERGY CODE 010 - W I LA 43- FINAL ADDITIONAL,COMMENTS C1\ t � Z ' d 0 l � . x 'nWl' OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST �( UILDINa DEPARTMENT Do you have or need the following,before applying? OWN HALL E-._ i, "' � Board of Health -OUTHOLD, NY 11971 4 sets of Building Plans 'EL: (631) 765-1802 rAX: (631) 765-9502 - ----�-YY-� ----.4 Suryey ;outholdtownny.gov PERMIT NO. o Check ----4 Septic Form Tratees • 1'dr�9:Ia:B:C.• C.O.Application ixamined3- 20 (� -NocdXeanit - S._ Single Truss identification Form F E B — 8 2019 ___�4 Storm-Water Assessment Form Conta 9(4 , A•Uegoc Aecat rc approved 20131,UMDING 'i, � TOWN OF SOUTHOLD Call .i. Mail'to: t" Mt c L�oro )isapproved a/c PIC- - 0 ki ►� ` � tc�7a k u� Phone: expiration 20i� Q'101I,ltrfl® O KMOJ; B , mg Inspector ' 8W S Z '100 APPLICATION FOR BUILDING PERMIT Ca ® Date �� 1 , 20 (8 �Uv�c JINSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 Sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part•for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12-months after the date of issuance or,has not been completed within 18 months from such date.If no'zoning amendments'or•other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new,permit shall be required. . APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town ofSouthold,Suffolk County;New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein,described.The applicant agrees to comply with all applicable laws,ordinances,building code,•housing•code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Signature of applicant or name,if a corporation) ' I;l�o (ylu.t.P,oP9 E 4d�Tu�rrcba�� .`(� u�18 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder -,Name of owner of premises (As on the tax roll-or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 't'6�) Plumbers License No. T gp Electricians License No. TBD Other Trade's License No. -rep 1. Location of land on which proposed work will be.cione; House N er Street >> -' �' =r�` i `' ''"' Hamlet County Tax Map No. 1000 Section Block o 7 Lot t a � , 2. State existing,usdand occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy i b. Intended use and occupancy 2 15rD Li. 6LW U-)e�U,y0 A,- 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal . Demolition Other Work 4. Estimated Cost' Von Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units t Number of dwelling units on each floor pj If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Al6N- 7. Dimensions of existing structures, if any: Front =n(-= Rear �, Depth Height �1(.� Number of Stories 0,66 Dimensions of s me structure with alterations or additions: Front Pr' & Rear _ Depth Height ask Number of Stories _P/A, 8. Dimensions of entire new construction: Front ?/ Rear 7S'-Y' Depth Height 2=o s` Number of Stories' y 9. Size of lot: Front 2zf, 50.' Rear (_5? ,SG `" Depth 175.vo` 10. Date of PurchaseName of Former Owner ��pc 11. Zone or use district in which premises are situated .' 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO '✓ Will excess fill be.removed-froze premises? YES NO ✓ 14. Names of Owner of premises� z�4 I.L,6 Address 11dog9ka4k11,788 Phone No. Gat i�&-&CO o Name of Architect A004AC A Okao. «riT •r Address-441&t`; ,o)f y9yPhone Nom .ig8.-1-Na,V Name of Contractor Tg-b Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater-wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES'&D.E.C:PERMITS MAY REQUIRED. b. Is this property within 300 feet of a,tiddl wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at.any point on property N at.10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF LX NIC A. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Ay#rt� _ (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be .jerformed in the manner set forth in the application filed therewith. Sworn to before me this Danielle L Carter �i day of O G 20 NolarY Public,State of Now 01 CA►6186 79 "All WLM ,, Ouallfied in Suffolk Commission Notary Public gignature of Applicant OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �rjF S0(/Ty P.O.Box 1179 54375 State Route 25 � Ol0 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold,NY � � Telephone: 631 765-1938 u, www.southoldtownny.gov OUNT`1,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 20, 2019 Mr. Steve Libretto 11605 Sound Avenue Mattituck, NY 11952 Re: The Estates at Royalton Located at 55 Cox Neck Road, approximately 490 feet north of Sound Avenue, Mattituck SCTM#1000-113-7-19.23 Zoning District: AC Dear Mr. Libretto: The approved road and drainage plan for the subdivision referenced above contains a notation that the utility pole located at the entrance must be relocated (see attached). This must be completed prior to'building permits being issued. Should you have any questions, please contact the Planning Department. Sincerely, J Heather Lanza, AICP Planning Director Encls. CC. Charles Cuddy, Esq. William Duffy, Town Attorney *Michael Verity, Chief Building Inspector James Richter, Stormwater Manager rr Scott A. Russell ,10SUFFQ/1- STOJKIAWN.VA\T]E K SUPERVISORI��l[A\1�A\(G�]EI��J[4 � z ]ENT SOUTHOLD TOW14 HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 '�rj�o Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - - ----- ----- t -n0E -cgs P-R, - Iii®Lv - Y ®F--------F--®�,®W--alp-G: - F Yes o (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing,,grading or stripping of land which affects more than 5,000 square feet of ground surface. i ❑ B. Excavation or filling involving more than 200 cubic yards of material . t , ,_,J within any parcel or any contiguous area. } ❑01C. Site preparation on'slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ; ❑[a D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ) ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of,a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. 1000 Date - District T C. . . APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S. D�,,str,ct n� NAME A wo $ oaoole� f C'� , l lcj,gD 6'12-19 Section Block Lot L5„neNrd "FOR BUILDING DEPARTNICNT USE ONLY Contact Information Crdeph—Numhn Reviewed By: - - - - - - - - - - - - - - - - - - Date: 1ftp� 1ZS— IKJ Property Address/Location of Construction Work: — — — — — — — — — — — — — y� Approved for processing Building Permit. n �`���`��' !��"� St water Management Control Plan Not Required. O Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000 �a51>�/ CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) - •• —yN„— 113 ®7 (5,-f A Stormwater Management Control Plan CHECK LIST NAME: �.�Eao Q[ Section Block Lot x S M C P -Paan Requirements: Provide ONE copy of the Building Permit Application. Pkne Pn' Date: * The applicant must provide a Complete Explanation and/or Reason for not providing irc 6-!2 - t a °1 all Information that has been Required by the following Checklistl Tdepiwne Num6�r 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 0 �i�t b. Total Site Acreage. _w a limited to: c, Existing -Natural & Man Made Features within 500 L.F. on Entrance, of the Site Boundary as required by§236-17(C)(2). nce, taction EE tion & d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. irecinginactive 50115. e. Limits of Clearing & Area of-Proposed Land Disturbance. See ing of expo5ed';;p.rj,jnr f. Existing & Proposed Contours of the Site (Minimum z Intervals) DRAINAGE lN&PECTIGNIS, ARE REQ"RED g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing& BCILICF ii, proposed structures. that thd di dil 1drt as been installed to Eede. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). 43r-kfCG�v�.T� _ems �0 5FD AC 96g2geel4t-o k. Location of proposed Construction Entrance/Staging Area(s). t/ I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing zm i rno- that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: 2019 a. Erosion & Sediment Controls, V 7'0 se- s-,6Air-re-0 b. Construction Entrance & Site Access. [� c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) t d. Leaching Structures (e.g. infiltration basins,swales,etc.) _ FOR. ENGINEERING DEPARTMENT USE ONLY Additional Information is Required. Reviewed & I Approved By: Stormwater Management Control Plan is Not Complete. - - - - - - - - - - - - - - - - - - - - - - - - Stormwater Management Control Plan is Complete. Date: /� / i SMCP has been approved by the Engineering Department. FORM # SWCPheck List -TOS MAY 2014 of fat Town Hall Annex �� Telephone(631)765-1802 54375 Main,Road _ Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 1 j �► NOTICE OF UTILIZATION OF TRU.SSIYPEL ONSTRUCTION PRE-ENOINEEERED WOOD CONSTRUCTION,i tVD16I �T(MBER CONSTRUCTION Date: Owner: Location of Property: ?';ri ag Pleaspit tie notice that thOO'6 rk epplNibie--line): : New commerc l i:.esidontl structure Addition to­dA,4 Ibomr a ial" residential stfticture ' ko,habilit.*n,. .an existing,o�,tpimercial or residarIN t�struct�a�'e, to be construcf tirperformed at the subject property reference above.v**'% e (check applicable.-line). ;= TnIgs type eon-!�truction (TT) .. Pre-engiaeeci=�vVp'"coff rt4.ction'(PW.) Timber constru 0—..(T'G} in the following location(s) (checWapplicablb line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing JFRh Signature: Name (person submitting this form): i lc�L#.;g r P int cT Capacity(check applicable line): r Owner Owner representative TrussReg15.d0cx Effective 1/1/2015 i S� From: Steve Libretto <steve.libretto@me.com> Sent: Tuesday, February 05,2019 3:01 PM E� I�/E To: Lanza, Heather Subject: Estates at Royalton Attachments: image1 jpeg;ATT00001,txt FEB n a 2019 Sout o Town Hi Heather, Planning Board I just wanted to let you know that the Telephone pole that was located in the road has been removed.Attached is a photo taken today to show that is gone. I will let Jamie Richter know as well. Best Regards, Steve Libretto �;. ti AL T I : • __ AIW Alm _ M� m' >tv r: ::moi- - �•� - � 400 Cstrantl9r Aven,O WvorHood NON York 11901 I � � � � / � � � tOl 631"1312303 Fax 631'1210144 adml�yaJngcngineeruy co �s Olt17c��L�Oltl�c� ` s / Th—CWnlpe Profe1alo,ntllna Elneer •'SO Dovgla3 E Adams P—fesslOnal En9lneer \ Robert L TIM Architect O /� I 486' __ 3 SY m 1 94 Ur1LIT, RIM=4340 Q REL`To gE SO IC=3940 4957 OCATZ, 5 O 7 4932 S b�1 Ate`QO Ab F �S>a Qb 4414 Ayh dpd 9 Ab Addy-n 3 SST SOGED h nQ� N a I ry r/ bA RIM-4600 Or de gAh Ab AA E-4120 All `\bb AZ vi T Ab 4 S? \+oo tom CB^151 452q �� ry RIM-4600 433 4304 v � IE=4200 In 4313 PLANNING BOARD CERTIFICATION _ C 4289 I 42,S4 THIS 15 TO CERTIFY THAT THIS SUBDIVISION PLAN HAS BECN APPROVED BY THE PLAhMNS BOARD OF THE TOM OF SojTN LD O DATE OF APPROVAL___-BY_ I^ I CHAIRPcR50N ENGINEER'S CERTIFICATION INTER5ECTION OF ROYALTON ROW 4 COX NECK ROAD ROYALTON ROW DIVIDED HWY.NORTH ROYALTON ROW DIVIDED HWY.5OUTH SLale 1"= 20' Scale 1'= 20' ^ ' I HEREBY CERTIFY THAT THE WATER SUPPLW5)AND/OR SEWAGE $La10t I"= 20' DISPOSAL SYSTEKS"FOR TH15 PRO-BOT K33r DC5I6KED BY ME OR UNDER MY DIRECTION BASED UPON A LA RCuSH STUDY OF TF-SOIL 517E AND GROUNDWATER ONDITONS, ' LOTS,AS PROPOSED,CONFORM TO THE 5UFOLK COUNTY. DEPARTMENT OF HEALTH SERVICES CONS TION 5TANDARDS I EFFECT AS OF THIS DATE ` ' HSWARD W.YOUN6,N.Y5 LY�S5 NO 45693n O DOUSLA5 E ADTHOMAS C �TNY5 PP NO 80697 7 \So s SURVEYOR'S CERTIFICATION COMPLY OMP HEREBY" TH THE CERTIFY BIIILDING ZONE ORDINANCE OF THE TO OF SCVTHOLD,F�fCEPT AS MODI=IED PURSUANT TO SECTON 276 OF THE N.YS TOWN LAW 6 ARTICLE XVIII OF THE' O OWN Y 44 25 OF SOVn4CLD° 44-00 HEREBY CERTIFY THAT TH15 MA- MADE BY ACTUAL ] 44.2 _ RIGHT OF MAY VARIES - I SURVEY5 COMPLETED AND THA ALL CONCRETE (5t 4395 MOMYM ENTS SHOTHUS •ACTUALLY ST AND THEIR POSITIONS b5 KVrt ARE CORRECT_Y SHOM AND ALL DIMEN IOYAL tNo GEODETIC 9 € DETAILS ARE C2RREC 7 4425 \00 25'-0° 25•-0• - I LS 22-0•\ PAVEMENT 22-0' PAVEMENT I y•'_ �m 5'-0° —6'-0' 14'-0• 5'-0• MEDIAN VARIES 6'-0' 14'-0' —b'-0' 5'-0° Y AydAOy $ NbB I HOWARD ML YOM6, 45 5 LS NO 693 4'SEW TOPSOIL� 4'TOPSOIL I `5� n AL ROAD 8 DRAINAGE PLAN y CURB !H ESTATES AT ROYALTON Ab a0 4'I' u u FEB at Mattituck,Town of Southold n 45 qO oN� 45/s A\ / GTMIIRBItb v4 1 1/4•.r ,9< I soy omTown Suffolk County,New York /SLSa IM � I ' wa nse INTERSECTION DETAILS Phh7 3A� I 1/4',I' ` F 1/4'•1' 1.625% �Orj Cobnty Tax Map o„d.a 1000--115 Ev=e 0-1 t°• 1923 as S �k0 ROAD SECTION'ROYALTON ROW'(DIVIDED HAY) MAP PREPARED, MAY 24,2016 NT5 Record of Revisions APPROVED BY RECORD OF REVISIONS DATE STREET LIGHTNG!STREET TREES AVS 02.201 FFER 6 BULABEL SEP.14.2016 PLANNING BOACD GENERAL AMENDMENTS FEB 21,201 TOWN Of SOUTHOLD DATE ID o31ao�1 20 O 10 20 40 60 ROYALTON ROW MRN AROUND4"”'�- �"� scale I"=20' SLa1et 1°= 20' r.° JOB 2003'0313-014_OOB3_flnal maps 5 OF 5 Notes I \ APPROVAL OF STOR NVATER MANAGEMENT No. Date Descri / \ \ CCFP,ITR0 P N -T n Co Date: 2 I► l°� pter 236 S —� o C ; Approved y: �0� O / Q�A• GPS/ \ 1 / EROSION &SEDIMENT CONTROLS Shall include but not be limited to: '0 \�/ A well maintained Construction Entrance, / GPS tk`3• \ �+ \ \� Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive soils_ Seal/ Signature �5 \ d \ DRAINAGE INSPECTIONS ARE REQUIREDA_f 0 Gp5/ g � 1$' �� S Contact TOS Engineering at 765-1560 before �C9�o��sy ' /GPS �, Backfill, OR Provide Engineer's Certification GPS /, '9 !tet •�` that Z _ R -4 Gp5 ',F�\� \ \ �+ \O t the drainage has been installed to Code. •Gp5/ \s �1 0\ - i��'� fps• rQ ao `�� o�a�`O° �' d \ \ P jec N .: 1608 �a5'a; ESTATES AT ����2� 3itx5i1 SCDI—IS AREA ROYALTON / a°ao0 as'a�°y \ \ Royalton Row GROSS FLOOR AREA = 4,4q4 58 SQ FT 0101 � Mattituck,NY 11952 \ LOT 11 SITE DATA: Town of Southold,Suffolk County,l y�� SUBDIVISION MAP: ESTATES AT o ROYALTON AT MATTITUCK, TOWN OF S.C.T.M#: S SOUTHOLD 5C;Trl 1000-113-07-19.23 SITE PLAN INFORMATION TAKEN FROM 1000-113-07-19.40 \ riO• �' / SURVEY PREPARED BY YOUNG 4 YOUNG Qi� Ac LAND SURVEYING 2-21-17 AREA = 31,855 SQ.FT. (0.7312 ACRE) Architect of Record �N \Og0, PROPOSED SANITARY SYSTEMS SHALL BE IN Nicholas A. Ver( TEST HOLE DATA TAKEN FROM ACCORDANCE WITH THE STANDARDS FOR YOUNG t YOUNG SURVEY APPROVAL OF PLANS AND CONSTRUCTION FOR DATED 4-4-165EWAGE DISPOSAL SYSTEMS FOR SINGLE Architects PC. �O• FAMILY RESIDENCES DATED DECEMBER 29, 2017 Ai 120 Mill Road / ��\ Westhampton Beach,NY 11978 < V TEST HOLE #1 TEST HOLE #2 PROPOSED SANITARY SYSTEM: Westhampton FG 04 @�° 001 0.0' 5 BEDROOM HOUSE - NO GARBAGE GRINDER F:631-288-0549 E:nveroarch@ac 40.01 USE: (1) - 2,000 GALLON SEPTIC TANK PRE-CAST CONCRETE SEPTIC TANK SHALL BE Date Scale SILTY LOAM WATERTIGHT INCLUDING ALL INSERT PIPE SAND SILTY FITTINGS p LOAMY SAND (2)- 8'-0" DIAM. x g'-0" DEEP LEACHING POOLS 1-0Q-10 1"=40'- (50% EXPANSION) N SITE PLAN ASSESSMENT, Drawing Title SQUARE FOOTAGE: LOT AREA 31,855 SQ. FT. SITE PLAN LOT 1 FIRST FLOOR 2826.00 SQ. FT. —FE FLAN GARAGE 530.00 SQ. FT. S I COVERED PORCHES 765.25 SQ. FT. Drawin No.: SAND t SAND t REAR DECK 373.33 SQ FT. g - W E GRAVEL GRAVEL SCALE: 1 "=401—011 0" PROPOSED LOT COVERAGE: LOT AREA: 31,855 SQ.FT. HOUSE, GARAGE, PORCHES, DECKS S = 44014.58 SQ.FT. / 31,555 SQ FT. x 100 17.0' 17 O' = 14.11% Notes DRAINAGE CALCULATIONS: No. Date Descri GPS ROOF AREA W- 2,120 SQ. FT. GPso��� 2,120 SQ. FT.x 0.167 x 1.0 = 354 CU. FT. / DRAINAGE INSPECTIONS ARE REQUIRED PROVIDE: (1)- 10' 0 x 6' DEEP D.R. = 410 CU. FT. STORAGE /GPS p�, TRENCH Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification ROOF AREA'B'- 2,000 SQ. FT. UPS,GPS \ �� �t,����• that the drainage has been installed to Code. 2,000 SQ. FT.x 0.167 x 1.0 = 334 CU. FT. PROVIDE: (1)- 10' 0 x 5' DEEP D.R. = 342 CU. FT. STORAGE \ \ ` DRIVEWAY AREA'C'- 1,690 SQ. FT. \ Seal Signature / 1,690 SQ.FT.x 0.167 x 1.0 = 282 CU. FT. - \ Rk-'C' L PROVIDE: (1)- 10' 0 x 5' DEEP D.R. = 342 CU. FT. STORAGE / '' \`'-�\QRIVEWAY �-� ��, ��-R AD .4� Z \ . PCI FOR DRIVEWAY DRAINAGE PROVIDE TRAFFIC V \`\ �O 6'', ��• -- �s . BEARING CAST IRON GRATE- FLUSH W/ASPHALT \ - - PAVING ���'���. �� \�� ROOF <\;= `gvE>1131L 25'WIDE CONSTRUCTWN ENTRANCE W1 \ \ `- STABILIZED BASE \\ ROOF �.\ COURSE OF 8'THICK > \ Project No.: 1608 RUBBLE/RECLAIMED A CONCRETE INSTAItL SILT ESTATES AT \ FENCE ROYALTON <-� PERIMER OF 'A' \ �> REAR YAF�D Royalton Row \\ Mattituck,NY 11952 Town of Southold,Suffolk County,Z EXCAVATED AREA� \\ -.- ��' SOIL STOCKPILE O� � � \ = 1800 CU.YD. \\„% '' TO BE USED FOR _ i��O• �/AREAS.C.T.M#: \ � BACKFILL ONLY .�� 1000-113-07-19.40 HEAVY DUTY AND LOCKWGCAST IRON \\\ ''�' Architect of Record COVER TO GRADE TE Nicholas A. Ver(d:_tiLl�i-nr-l�r l , l� ` -' �CAVAMIN. ,;•=;.1-ill��l�=1 �s \ � � �h,•`-ii_I�tl}-d�l='1 �1=71:._ I-�zI=•_.-•.••_. =1_•=1(-24"AROUNDB �:��I=�'=ill=l�l V \ � it f I!I_'__' BACKFILL W/ -i=L•;.}It—.L= \ 0 �i =l-a -:( 11=1L•-,hN 20 li Ii'I =11i_II I—CLEAN GRAVEL• 'i �(i� h-��(I •oo \ �� Architect PC 11 -III=-1�.- giif- I.-�II>,l'_i'_: ="';1P:�11,.1(f=ill=ll�al=;r-� \ O• 7 120 Mill Road INLET 012 ® ® ® ® ® ® ® ® Westhampton Beach,NY 11978 MIN 4-DIA.SDR p N M ® M M M IM ® F I \'y� T:631-288-1404 35 PVC PIPE OR I EQUIVALENT p® ® M M M M ® 7F:631-288-0549 E:nveroarch n ac PITCHED MIN I EROSION S. SEDIMENT CONTROLS YVFT. p® ® M M ® M U I 012 ® ® ® ® M `° � Shall include but not be limited to: Date Scale 013 ® ® ® ® � A well maintained Construction Entrance, 1-8-18 1"-30'- N Wire Backed Silt Fencing, stabilization & p® ® MM ® I Seeding of exposed and/or inactive soils. p® ® M ® I Drawing Title p® IN M r- SI -FE FLAN SITE PLAN LOT 1 10, EDrawing No.: SCALE: I [I=30' —011 ' DRAINAGE RING DETAIL APPROVAL OF STGRM ATER MANAGEMENT N.T.S. CONTROL -To Code 6 S Date: Approved by: Notes / \ \ No. Date Description -0021 FOR A IM SID' ECMVED��j J1 0 e 4N 16 1. IJAN 16 201.8 CPS "I'll - I SURF.CO.HEALTH 10SERVICES FOR h LAXI i9F E2DK0CM3 --&-- 11 OFFICE OFWASTEWATER MT. GOO, E� IF 1=11 If Hi 11 EB YE-SkARIS F-t0-y'1A D12kT:1-7 0�'Ap 0oo GPS 05 "oo, �'-Cleanout mustbe installedonSeal Signature I IN I septic tank inlet waste line.All utilities 101 GPS/GPS .100, require a 5ft minimum separatio n- to the septic,system. ED A 0015- GNS, Z— GP5 G;'S oeGAS - rps \A"�" 7�' U'S y �+ O `- 1 O SIP Q '0 0 Pidi"ect No.: 1608 \�' < ��'ti; �,��.�, ����� - " ESTATES AT CPll AREA ROYALTON o�0 00 �,aoi \ �'� Royalton Row GROSS FLOOR AREA -4,4q4 55 SQ.FT Mattituck,NY 11952 LOT 11 SITE DATA: Town of Southold,Suffolk County,NY 0 0\ SUBDIVISION MAP: ESTATES AT ROYALTON AT MATTITUCK, TOWN OFS.C.T.M#: SOUTHOLD SCTM 1000-113-07-19 23- DO SITE PLAN INFORMATION TAKEN FROM 1000-113-07-19.44-A0 SURVEY PREPARED BY OUNG $ YOUNG LAND SURVEYING 2-21-17Y \ �} y�9j AREA = 31,855 SOFT. (0.7312 ACRE:) Architect of Record s��16,�� TEST H,t DLE DATA TAKEN FROM PROPOSED SANITARY SYSTEMS SHALL BE IN Nicholas A. Vero ACCORDANCE WITHTHE STANDARDS FOR YOUNG 4: YOUNG SURVEY APPROVAL OF PLANS AND CONSTRUCTION FOR DATED 4-4-16 SEWAGE DISPOSAL SYSTEMS FOR SINGLE Architect, PC Q�l z-oibzo � 1 FAMILY RESIDENCES DATED DECEMBER 29, 2017 120 Mill Road : Westhampton Beach,NY 11978 TEST HOLE #1 TEST "OLE #2 PROPOSED SANITARY SYSTEM 4z 4vT:631-288-1404 tJ Foo X`0.01 0.01 5 BEDROOM HOUSE - NO GARBAGE GRINDER F:631-288-0549 E:nveroarch@aol.com USE: (1) - 2,000 GALLON SEPTIC TANK PRE-CAST CONCRETE SEPTIC TANK SHALL BE Date Scale SILTY LOAM WATERTIGHT INCLUDING ALL INSERT PIPE SAND I SILTY FITTINGS LOAMY I SAND (2) - 5'-0" DIAM. x 9'-0" DEEP LEACHING POOLS 1-8-18 1 11=401-011 (50% EXPANSION) 16.01 -------- 50, 51TE PLAN ASSESSMENT- Drawing Title SQUARE FOOTAGE: N LOT AREA 31,855 50. FT. SITE PLAN LOT 11 FIRST FLOOR 2526 00 5Q FT GARAGE 530 00 SO FT. SAND t SAND t COVERED PORCHES 765 26 50. FT. Drawing No.: , SI -FE FLAN GRAVEL REAR DECK 373 33 SQ. FT GRAVEL PROPOSED LOT COVERAGE: W SCALE: 111=401-011I LOT AREA: 31,855 SOFT. HOUSE, GARAGE, PORCHES, DECKS 4494.58 5O.FT. / 51,555 5Q.FT. x 100 S 17 0' —1,411% REScheck Software Version 4.6.5 Compliance Certificate Project PRIVATE RESIDENCE Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 5,114 ft2 Glazing Area 20% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: ROYALTON ROW LOT 11 NICHOLAS VERO MATTITUCK, NY NICHOLAS VERO,ARCHITECTS 120 MILL ROAD WESTHAMPTON BEACH, NY 11978 631-288-1404 NVEROARCH@AOL.COM Compliance: 7.4%Better Than Code Maximum UA. 854 Your UA- 791 Maximum SHGC- 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Assembly Gross Area Cavity Cont. or R-Value 'R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 3,082 30.0 0.0 0.035 108 Wall 1: Wood Frame, 16"o.c. 5,221 19.0 0.0 0.060 248 Window 1:Wood Frame:Double Pane with Low-E 748 0.300 224 SHGC: 0.28 Door 1: Solid 67 0.400 27 Door 2: Glass 274 0.300 82 SHGC: 0.28 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 3,082 30.0 0.0 0.033 102 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building h been designed meet the 2015 IECC requirements in RESche Version 4.6.5 and to comply with the mandatory requirements ' eck Inspection Checklist. L �S �I &_1 Na e-Title Si a � �j� Date Project Title: PRIVATE RESIDENCE Report date: 10/18/18 Data filename: S:\Office Drawings\Current DWGs\BE H MORI UM\ROYALTON ROW\LOTS 5 & 11\LOT 11 Pagel of 9 RESCHECK.rck REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plan Q• s Verified Field Verified 4t Pre-Inspection/Plan Review Complies? Comments/Assumptions & Re ID Value,, t Value 103.11 Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not 1 [PR1]1 I energy code compliance for the I u ;building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable �J Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, 4 Heating and cooling equipment is; Heating: 1 Heating: ;❑Complies 403.7 Isized per ACCA Manual S based 1 Btu/hr Btu/hr :❑Does Not [PR2]2 ion loads calculated per ACCA Manual J or other methods Cooling: Cooling: :❑Not Observable o� approved by the code official. Btu/hr I Btu/hr ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13,1 Low Impact(Tier 3) Project Title: PRIVATE RESIDENCE Report date: 10/18/18 Data filename: S:\Office Drawings\Current DWGs\BEHMORIUM\ROYALTON ROW\LOTS 5 & 11\L0T 11 Page 2 of 9 RESCHECK.rck Section, # Foundation Inspection , Complies? _ Comments/Assumptions & Req.ID 303.2.1- A protective covering is installed to ❑Complies [F011]z protect exposed exterior insulation ❑Does Not U land extends a minimum of 6 in. below ;❑Not Observable; ;grade. j❑NotApplicabl2 403.9 'Snow-and ice-melting system controls;❑Complies [F012]2 j installed. ;❑Does Not 00 ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: PRIVATE RESIDENCE Report date: 10/18/18 Data filename: S:\Office Drawings\Current DWGs\BEH MORI UM\ROYALTON ROW\LOTS 5 & 11\LOT 11 Page 3 of 9 RESCHECK.rck PIans,.Ver Moi ""Field Verified+ ;. Framing.%Rough"=1n Inspection Value Value. Complies?''_ Comments/A`ssuri%ptionsY &,Req'.ID 402.1.1, !Door U-factor. U- U- I❑Complies ;See the Envelope Assemblies 402.3.4 f I I❑Does Not ;table for values. [FR11 1 I I i ;❑Not Observable j ;❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- !❑Complies !See the Envelope Assemblies 402.3.1, average). : table Not I table for values. ❑D 402.3.3, 1 402.5 i ;❑Not Observable [FR2]1 1 j❑Not Applicable 303.1.3 U-factors of fenestration products +` ❑Complies [FR4]1 are determined in accordance ❑Does Not CO-) with the NFRC test procedure or • g _ ❑Not Observable taken from the default table. ]❑Not Applicable 402.4.1.1 barrier and thermal barrier F' Complies [FR23]1 1Alr ❑ installed per manufacturer's _ ❑Does Not instructions. F :.❑Not Observable I ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ;•. ❑Does Not �AAMA/WDMA/CSA 101/I.S.2/A440 4°__ for has infiltration rates per NFRC_ ❑Not Observable 1400 that do not exceed code ;` ❑Not Applicable I limits. I 402.4.5 IC-rated recessed lighting fixtures ❑Complies ! [FR16]2 . sealed at housing/interior finish ❑Does Not land labeled to indicate_<2.0 cfm leakage at 75 Pa. ❑Not Observable x ❑Not Applicable 403.3.1 Supply and return ducts in attics f1complies[FR12]1 insulated>= R-8 where duct isDoes Not i>=3 inches in diameter and >_ R-6 where< 3 inches.Supply and ❑Not Observable I -❑Not Applicable I return ducts in other portions of PP ;the building insulated >= R-6 for, {• I diameter>=3 inches and R-4.2 ; ;for<3 inches in diameter. I 403.3.5. ° Building cavities are not used as `y ,° - `❑Complies ! [FR15]3,'" ducts or plenums. t ❑Does Not ❑Not Observable } _3❑Not Applicable 403:4 .!HVAC piping conveying fluids R- R- !❑Complies ! [FR17]? above 105 4F or chilled fluids I ! !❑Does Not below 55°F are insulated to >_R- I 1 3 ! ;❑Not Observable ❑Not Applicable 403.4.1 !Protection of insulation on HVAC ❑Complies [FR24]1 i piping. ❑Does Not ❑Not Observable ••`❑Not Applicable 403.5.3 Hot water pipes are insulated to R- I R- ;❑Complies ! [FR18]2 >R-3. I !❑Does Not I ;❑Not Observable ❑Not Applicable 403:6Automatic or gravity dampers are `'°'`' '_ ❑Complies ! [FRi9]z installed on all outdoor air ❑Does Not intakes and exhausts. ] I I ❑Not Observable �:`,Y = s • ❑Not Applicable 1 High Impact(Tier 1) 1,2 1 Medium impact(Tier 2) 1 3' Low Impact(Tier 3) Project Title: PRIVATE RESIDENCE Report date: 10/18/18 Data filename: S:\Office Drawings\Current DWGs\BEHMORIUM\ROYALTON ROW\LOTS 5 & 11\L0T 11 Page 4 of 9 RESCHECK.rck Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 Low Impact(Tier 3) Project Title: PRIVATE RESIDENCE Report date: 10/18/18 Data filename: S:\Office Drawings\Current DWGs\BEH MORI U M\ROYALTON ROW\LOTS 5 & 11\LOT 11 Page 5 of 9 RESCHECK.rck Section Plans'Vecifieti Field Verified #.,' Insulation Inspectignn' Complies?', `Comments/Assumptions & Req.ID Value" Value._ 303.1 All installed insulation is labeled ❑Complies ; [IN13]2 or the installed R-values .�❑Does Not aprovided. } ❑Not Observable .1❑Not Applicable 402.1.1, CFloor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ( ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel I ;❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the j ;underside of the subfloor, or floor ❑Not Observable !framing cavity insulation is in ❑Not Applicable contact with the top side of ;sheathing,or continuous {insulation is installed on the I underside of floor framing and { " `extends from the bottom to the Itop of all perimeter floor framing members. 402.1.1, {Wall insulation R-value. If this is a: R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/z of the , ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation E] Steel E] Steel ❑Not Applicable !requirement applies(FR10). 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ° ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions:' 11 High Impact(Tier 1) 7 1 Medium Impact(Tier 2) -3 I Low Impact(Tier 3) Project Title: PRIVATE RESIDENCE Report date: 10/18/18 Data filename: S:\Office Drawings\Current DWGs\BEH MORI UM\ROYALTON ROW\LOTS 5 & 11\LOT it Page 6 of 9 RESCHECK.rck „Section , Plans Verified, Field Verified # Final Inspection Provisions'E Value Complies? • . Comments/Assumptions Value 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, i ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ` ❑ Steel ❑ Steel ' 402.2.6 I UNot Observable [FI1]1 ; ; ;❑Not Applicable ; I I I I I I i I I I 1 I I I 303.1.1.1, jCeiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 !Blown insulation marked every ° 1300 ft2. ❑Not Observable i❑Not Applicable 402.2.3 Vented attics with air permeable JE]Complies [FI22]2 !insulation include baffle adjacent '` ]EIDoes Not •to soffit and eave vents that !extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 {Attic access hatch and door ; R- ; R- ;❑Complies [FI3]1 insulation >_R-value of the ;❑Does Not adjacent assembly. ❑Not Observable { ! ;❑Not Applicable 402.4.1.2 113lower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies [FI17]1 lach in Climate Zones 1-2,and ! ! ;❑Does Not <<=3 ach in Climate Zones 3-8. !❑Not Observable ❑Not Applicable 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 !cfm/100 ft2 across the system or ftz ! ft2 !❑Does Not ! {<=3 cfm/100 ft2 without air ; ; ❑Not Observable handler @ 25 Pa. For rough-in ; ; ; !tests,verification may need to I ;❑Not Applicable occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies [FI27]1 !determine air leakage with ; ft2 ! ft2 ❑Does Not ;either: Rough-in test:Total !❑Not Observable I leakage measured with a ! '❑Not Applicable ery !pressure differential of 0.1 inch ; ; lw.g.across the system including !the manufacturer's air handler ; enclosure if installed at time of ; ; !test. Postconstruction test:Total 1 I leakage measured with a I I I I ;pressure differential of 0.1 inch w.g. across the entire system ! ! (including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ,' ;❑Complies [FI24]1 !by manufacturer at <=2%of ❑Does Not ;design air flow. g❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats a ❑Complies [Fig]2 !installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed {❑Complies [FI 10]2 . Ion heat pumps. .} ❑Does Not !! I I ❑Not Observable ❑Not Applicable 403.5.1” I'Circulating service hot water ❑Complies [FI 11]2 systems have automatic or ❑Does Not accessible manual controls. i ! ❑Not Observable ! 3❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: PRIVATE RESIDENCE Report date: 10/18/18 Data filename: S:\Office Drawings\Current DWGs\BEHMORIUM\ROYALTON ROW\LOTS 5 & 11\LOT 11 Page 7 of 9 RESCHECK.rck Section Plans Verified 'Field Verified #, Final Inspection Provisions Value Value Complies?. Comments/Assumptions, & Req.ID . . 403.6.1 EAI( mechanical ventilation system ; . ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ;and air flow limits. ❑Not Observable 1EJNot Applicable 403.2 - 'Hot water boilers supplying heat _ ❑Complies [FI26]2 through one-or two-pipe heating 4 ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable Itemperature. 403.5.1.1 1 Heated water circulation systems ❑Complies [FI28]z have a circulation pump.The F' ❑Does Not !system return pipe is a dedicated I return pipe or a cold water supply ❑Not Observable ;pipe.Gravity and thermos- ❑Not Applicable ;syphon circulation systems are ; {not present.Controls for ; (circulating hot water system pumps start the pump with signal for hot water demand within the ' occupancy. Controls automatically turn off the pump (when water is in circulation loop is at set-point temperature and I no demand for hot water exists. i 403.5.1.2 Electric heat trace systems I ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not ;515.Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the ' ' ❑Not Applicable ,desired water temperature in the f piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water ; supply pipe back to the heated '❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water - ;system. Pumps have controls that manage operation of the ; a pump and limit the temperature of the water entering the cold water piping to 1044F. ; 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 (tested in accordance with CSA f ❑Does Not ; B55.1. Potable water-side i pressure loss of drain water heat "❑Not Observable 1 recovery units < 3 psi for ❑Not Applicable individual units connected to one = I or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to ;three or more showers. ; 404.1 E75%of lamps in permanent a ❑Complies [FI6]1 fixtures or 75%of permanent JE]Does Not ,fixtures have high efficacy lamps. 1 Does not apply to low-voltage ❑Not Observable alighting. J❑Not Applicable 404.1.1 ;Fuel gas lighting systems have = ;❑Complies ; [FIB' j no continuous pilot light. 4 ❑Does Not ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: PRIVATE RESIDENCE Report date: 10/18/18 Data filename: S:\Office Drawings\Current DWGs\BE H MORI UM\ROYALTON ROW\LOTS 5 & 11\LOT 11 Page 8 of 9 RESCHECK.rck Section Plans Verified. Field Verified Final Inspection Provisions`.,° Complies?,•,;- ' Comments/Assumptions & Req.ID` -''Value,,'- .=Value•, 401.3 . Compliance certificate posted.r ❑Complies [FI7]2 a ❑Does Not ; 4 w' $❑Not Observable _ �;❑Not Applicable 303.3' ;;Manufacturer manuals for ❑Complies [F!181 3, -.!mechanical and water heating ❑Does Not r !systems have been provided. y ❑Not Observable I❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3., Low Impact(Tier 3) Project Title: PRIVATE RESIDENCE Report date: 10/18/18 Data filename: S:\Office Draw ings\Current DWGs\BEHMORIUM\ROYALTON ROW\LOTS 5 & 11\L0T 11 Page 9 of 9 RESCHECK.rck 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass&Door Rating U"Factor Window 0.30 0.28 Door 0.30 0.28 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments A , ELECTRICAL INSPECTION REQUIRED APPROVED AS NOTED TRUSS PLACARDING REQUIRED DATE: B.P.4 7 FEE:� BY: NOTIFY BUILDING DEPAR AT PLUMBER CERTIFICATIOrV 765-1882 8 AM TO 4 PM FOR THE ON LEAD CONTENT BEFORI FOLLOWING INSPECTIONS: CERTIFICATE OF OCCUPAN- 1. FOUNDATION - TWO REQUIRED t ;FOR POURED CONCRETE SOLDER USED IN WATER 2. ROUGH - FRAMING & PLUMBING SUPPLY SYSTEM CANNO7 3. INSULATION EXCEED 2/10 OF 1% LEAD. 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW PLUMBING YORK STATE. NOT RESPONSIBLE FOR ALL PLUMBING WASTE DESIGN OR CONSTRUCTION ERRORS. '; WATERLINES NEED: r; „13-"RARE COVER,INC _. Blower door COMPLY WITH ALL CODES OF and ductwork NEW YORK STATE & TOWN CODE- testing required, AS REQUIRED AND CONDITIONS OF Must provide Manuals D,J and S as per NYS Energy Code 'DO NOT PROCEED WITH Fire separationFRAMING UNTIL SURVEY required as per .1,OF;FOUNDATION-LOCATION ,HAS BEEN,AP,PROVED: OCCUPANCY OR NYS Code USE IS UNLAWFUL WITHOUT CERTIFICATE All exteri©rllghting OF OCCUPANCY installed,replaced or repaired shall conforms, 0041N OGF INSPEC:TI®NS ARE REQUIRED to Chapter 172 Comaw MS.Engineering at 765-1560 before of the Towle Code" Sackfitli, .)R Provide Engineer's Certification that the drainage has been Installed to Code. (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 A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY ONES OR FOR ERECTION OF FENCES.(7)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD 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 ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (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, New York 11901 tel. 631.121.2303 fax. 631.12.1.0144 admin®youngengineering.com tw Howard W. Young, Land Surveyor l / Thomas G. Wolpert, Professional Engineer L Douglas E. Adams, Professional Engineer (Dwelllublic n9 with ' Robert G. Tost, Architect pNater) I Robert Stromski, Architect S (Dwe11 r7 public 9 with ' L meter) (Dwellin HEALTH DEPARTMENT USE c ►Nater) TEST HOLE publt-\,, — •_ , FROM FILED MAP _ 0.01 CO-_` N SILTY 5ANO LOAMY �� O - D HATER IN j) ' PALE BROHN 6 FINN SAND ' c 0 Lot l3 aY r 0 „ SVb __ __► -'_ OQ } � �stopen teSdofsRloo QN yalton It ITT, �— I �/ Space) I / /75.00 L ;;� '; '� - ► --- _ SURVEYOR'S CERTII-(CATION 7 5 M �� i � ub of I f -- ,`ILITi l 33.00, Sgt ,t dlvlslQn _ ez� - PROP. of �c p �y`q " 600, , yalton ip , ��Vlc�' bso• � � j V' U U o pv m 0 m ONO J&Ii &9 a O N 8 N 9'� j0 N ry L e i N o �- S " rc i i O HOWARD W. YOUNG,U.S. L.5.%b. 45893 `\ - MAP PREPARED FOR '� , 0' 55 COX NECK ROAD REALTY, LLC Q s T\6,TW LOT I I "ESTATES AT ROYALTON 11 0 N62 �0 Loi`5 or ' �,�or" at Mattituck, Town of Southold SQ10 0o +may° ; ' - Suffolk County, New York N / o BUILDING PERMIT PLOT PLAN � ; County Tax Map District 1000 Section 113 Block 07 Lot 11.40 o � a MAP PREPARED SEPT. 21, 2018 Record of Revisions REVISION DATE SITE DATA . N AREA = 31,857 50. 1=T. " SUBDIVISION - "ESTATES OF ROYALTON" FILED IN THE OFFICE 40 O 20 40 80 120 m OF THE CLERK OF SUFFOLK COUNTY ON FEB. 22, 2018 AS FILE NO. 12105. Scale: I" = 40' * VERTICAL DATUM = N.A.V. DATUM (1988) a .JOB NO. 2018-0182 * FINISHED FLOORS ELEVATION TO BE VERIFIED BY ARCHITECT DWG. 2003_0313_0011_2018_0182_bp I OF 1 11 NAILING SCHf=-DULL DESIGN CO"IPLIES WITH 2015 INTERNATIONAL BUILDING CODE WITH THE NYS 2017 UNIF ORM CODE ' IN COMPLYING w/ R301.1 IRC 2,7:115 4 ucs 215117 OF FOUNDATION MATERIALS STRUCTION CODE GENERAL NOTES: oad PRESUMPTIVE LOAD-SEARING VALUES SUPPLEI"1ENT t 20IG SUPPLEI IENT To THE NYS ENERGY CONSERVATION CON 1 I. ALL CONSTRUCTION IS TO CONFORM TO N.Y. STATE AND LOCAL BUILDING NUMBER AND TYPE CODES. ITEM1 7 DESCRIPTION OF BUILDING ELEMENTS OF FASTENER'- AND LOCATION (AS PER RESIDENTIAL CODE OF NEW YORK STATE SEC. R401.4.1) 2. ALL PLUMBING IS TO CONFORM TO COUNTY AND LOCAL HEALTH DEPARTMENT Root LOAD-BEARING REQUIREMENTS. RIDGE AS NOTED INSTALL 13q"W 29 GAUGE GALVINIZED 1 48dcox(20.113)or GLASS OF MATERIAL PRESSURE (POUNDS �° STRAPPING @ 16" O.C. W/2-8d NAILS @ EA. END 3. ALL ELECTRICAL WORK IS TO CONFORM TO LOCAL, N.E.C. AND UNDERWRITERS 3Sdmmnnn(2(2'/,"x 0.131');or PER SQUARE FOOT) ON PLANS ��� „ i REQUIREMENTS. 1 Bkxkrg6etweenceilirEjoistsarrafterstotopplate Toe nal S ' MIN. 12 BEARING ON RAFTER SURFACE 31fki box(3"x Q 128'1:or 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD 33"x 0.131"nails PRIOR TO CONSTRUCTION. NOTIFY THE ARCHITECT OF CONFLICTS ORCRYSTALLINE BEDROCK 12,000 PSF (�S 48dbox(2'/,"x 11113);or ALL UPLIFT CONNECTORS 1 DISCREPANCIES. 38dcxmurx)n(2'/,"x 0.131);or 5. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE 2 Ce+lingjoiststotopplate Perjoist,toe nail INSTALLED TO PROVIDE OVER SCALED ONES. LARGER SCALE DETAILS SHALL TAKE PRECEDENCE OVER 3,3"x 0x(3"x 01"L8);or SEDIMENTARY AND FOLIATED ROCK 4,000 PSF SMALLER DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR 33"x x131"haus GONTINUO!'S LOAD PATH FROM � Ceiling joist not attached to patallel raft",laps over 4-10d box(3"x(1128');or TOP OF RIDGE TO FOUNDATION A COMPLETE JOB IN ALL RESPECTS. 3 partitio,s[see Sections R80231,R80232ardTable 316dconunon(3'/,"x a162'1:or Facenail SANDY GRAVEL AND/OR GRAVEL (GW t GP) 3,000 PSF 50 THAT NET UPLIFT VALUE AT G. THE ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES TO THE DESIGN. THE R8025.1(9)I 43"x0131"mills TOP OF WALL DOES NOT EXCEED ARGHITECT IS NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. PLF 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING ALL CeilingJoistattachedtoparallelrafter(Ireeljoi,� SAND, SILTY SAND, CLAYEY SAND, SILTY 109 NEC WORK DURING CONSTRUCTION AGAINST BREAKING, COLLAPSE, DISTORTION AND 4 IseeSediorsR80231 arx3RW232ard Table TableR8025.1(9) Facenil GRAVEL, AND CLAYEY GRAVEL CONNECTIONS CAPABLE525POD R8025.1(9)1 (SW,SP,SM,SG,GM,lGC) 2'000 PSF WITHSTANDING 325 POUNDS AS MISALIGNMENT ACCORDING TO ALL CODES, STANDARDS AND GOOD PRACTICE. PER TABLE R892.11 OF 2015 IRC 1 S. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS AS PER 'N.Y.S. CODES. 410dbox(3"x0128):or a. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL 5 Collar tie tomfter,facenailorl'/�"x 20garidgestrapto 3fOdcommon(3"x 0.1481;or Face rail each rafter CLAY, SANDY CLAY, SILTY CLAY, CLAYEY MANUFACTURERS REQUIREMENTS, rafter 43"x0131"pals SILT, SILT, * SANDY SILT (CL,tIL,MH,*CH) 1,500 PSF RIDGE INSTALL 134'W 2n GAUGE 10, CONCRETE IS TO BE 3000 P.S.I. MIN. ON 1 TON PER SQUARE FOOT SOIL 316dbox nails(3'/,'x(1135):cx GALVINIZED STRAPPING @ 16° O,G. BEARING CAPACITY. PORCHES, CARPORT SLABS AND STEPS EXPOSED TO 3lWcornmonna+ls(3"x0148):or2top nallsonone side and Itoe nail ADJUSTABLE LIGHT ROOF RAFTERS AS 1,4/3-Sr1 NAILS @ EA. END MIN. 12" 6 Rafter or roof on opposite side of each rafter or HANGERS BEARING ON STUD SU WEATHER, AND GARAGE SLABS TO USE 35^^ P.S.I. MIN. CONCRETE. VERIFY 410dtrox(3"xQ128);or �, ALLJWABLE DEFLECTION SOF STRUCTURAL MEMBERS (LSSU210 NOTED ON PLANS SURFACE SOIL BEARING CAPACITY IN FIELD. 43"xQ131"mails �-�- 11, DOUBLE FRAME AROUND ALL OPENINGS UNDER PARALLEL PARTITIONS AND (AS PER RESIDENTIAL CODE OF NEW YORK STATE SEC. R301.7) STRAPPING 0 CATHEDRAL r. SHEATHING TO BE 416d(3/,"x 0135'):or �� UNDER BATHTUBS. 1 Oil or 'Joere;l RAFTER TO RIDGES NAILED TO TOP PLATE 3common 12. SIMPSON "STRONG-TIE" CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL 41Odbox(YxQ128'):or LOAD CARRYING CONDITIONS. Roof rafters to ridgc valley or hip rafters or roof rafter 43"x11131"nails STRUCTURAL MEMBERS ALLOWABLE DEFLECTION 13. ALL FRAMING LUMBER TO BE DOUG-FIR #2 FB - 1150 PSI, E-1-AM. PSI 7 tominimurn2"ridge beam 316dbox 3'/.,"x 0135);or SCALE, 14. ALL HEADERS E GIRDERS TO BE DOUG-FIR #2 FB = 1250 PSI, E-1.7M. PSI 2-l6dconmxrn(3'/Z"x 0162);or 15. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE WILL BE ACO PRESSURE 3lOdbox(Yx0.128');oi- Erdnil RAFTERS HAVING SLOPES GREATER THAN - 1 TREATED LUMBER. 33"x0.131"nails 3/12 WITH NO FINISHED CEILING ATTACHED L/100 c1 Z 16. ALL EXTERIOR DECK FRAMING SHALL BE AGO TREATED LUMBER. wall TO RAFTERS 17. THE ARCHITECT ALLOWS ONE STRUCTURE TO BE BUILT WITH THIS SET OF 24" MIN. ROOF PLANS, WITH ONE BUILDING PERMIT. THE ARCHITECT SHALL NOT BE 16dcorrmon(3L,"x0162) 24"ac face nal INTERIOR WALLS AND PARTITIONS H/1[30 ICE SHIELD :] RESPONSIBLE FOR ADDITIONAL STRUCTURES BUILT USING THESE PLANS. 8 Stud to stud(not at braced wall panels) l0dbox(3"x0128'):or 18. PREFABRICATED FIREPLACES AND FLUES SHALL BE L'.L. 127 APPROVED. 3"x 0131"naiis 16"ac facerral FLOORS AND PLASTERED CEILINGS L/340 1"I. ALL HEADERS NOT NOTED ARE TO BE (2) - 2" X 12". l6dbox(3'/,",0.135):or 12"acfacerrail ALL OTHER STRUCTURAL MEMBERS L/240 CO-2 20.13RIDGING TO BE EITHER OF SOLID 1" X 3" OR 18GA. CROSS BRIDGING NOT TO 9 Stud to stud and abutting studs atintersecting wall comers 3"x0131"miiIs (at braced wall parels) � INSTALL HOEDOWNS @ ALL _LNX EXCEED W-C" O.G. 16dconunon(3/Z"x0.162') 16"a c.face nail EXTERIOR WALLS WITH PLASTER OR STUCCO H/340 OPENINGS OVER 6'-0" OR 21. PROVIDE DAMPROOFING AT ALL EXTERIOR FOUNDATION WALLS. 16dcorrbnon(3'/,,"x0.162') 16"n c.each edge ftuenail FINISH WITHIN 27" OF CORNERS 22.ALL FLITCH PLATES, L.V.L.'S AND GIRDERS ARE TO BEAR ON SOLID WOOD 10 Built-upireexkr(2"tu2"Ii aderwitli'/,'spacer) IGdbox(3'/,'x 0.135) 12'o.c.ewhedgef<at'eikiil EXTERIOR WALLS-WIND LOAD5IA. WITH BETWEEN IST AND 2ND FLOOR POSTS AND HAVE SOLID BLOCKING DOWN TO FOUNDATION WALLS. BRITTLE FINISHES L/240 23.ALL JOISTS AND RAFTERS ARE TO BE BRIDGED @ V-0" O.C, 58dbox(2/,"x 0.113);or 24.INTERIOR BEARING WALLS ARE TO BE BLOCKED @ 4'-0" O.G. Il Continuous header to std 4-Bdcommon(2'/,"x 0.131);or Toenail 25.STEEL ASTM A-36 PAINTED BOLTS AS NOTED (A307) WELDS-E70XX, 410 box(3"x0.128) EXTERIOR WALLS-WIND LOADSIA WITH FLEXIBLE FINISHES L/120 utI � REINFORCEMENT ASTM GR. 60. 16dcunx,n(V,-x x162') 16"ac face nail 26.RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION INSPECTION OR 12 To >latetot , p} top plate I(kltxrx(3"x(1128'):or 12"o.c. 'fxr,kvl NOTE: LaSPAN LENGTH H-SPAN HEIGHT. ^ I I 1 ADMINISTRATION OF THIS PROJECT, 3"x 0.131"hills C Z 8l6dcommon(3'/Z"x 0162');or A. THE WIND LOAD SHALL BE PERMITTED TO SE TAKEN AS 0.7 TIMES NO Si 1BSTITUTIONS: Double tap platespl+ceforSDCsA-DZ with seismic braced 12-16d box(3'/,"x 0135);or THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE 1 ALL FRAMING HARDWARE SHOWN ON THESE PLANS UNLESS OTHERWISE wall lines i, 25 12-1Odbox(3"x 0128';ot. Face nail on each side ofendjoint DETERMING DEFLECTION LIMITS HEREIN, �� INDICATED IS "SIMPSON STRONG-TIE" NO SUBSTITUTIONS ARE APPROVED OR 13 g° 12-3"x 0131"nails ) 6runirrnnn24"lap splicelenfri}rea h STRAPPING INSTALL 13q W 29 GAUGE INSTALL SIMPSON HDI_'2 side of endjoint) MINIMUM RrJrJF LIVE LOADS GALVINIZED @ 16" O.G. W/S-Sri HOLDOWNS @ CORNERS AUTHORIZED DUE TO THE RELATIONSHIP OF FRAMING HARDWARE TO THE OTHER Double top plate splice SDCsD„Di,orDrand braced wall BETWEEN FLOORS 12-16d 3/,"x 0.135' NAILS @ EACH END (TYPICAL @ COMPONENTS OF THE STRUCTURE, ANY FRAMING HARDWARE SUBSTITUTIONS WILL lirespacing225' (� ) CIN POUNDS-FORGE PER SQUARE FOOT OF HORIZONTAL PROJECTION) I-NEA ER AS OTED ALL HEADERS IN EXTERIOR WALLS �' RENDER THESE PLANS NULL AND VOID AND WILL RESULT IN THE INSTALLER / _._.....___.._____ ) INSTALL IY4 W 20 GAUGE CONTRACTOR ASSI_IMING RESPONSIBILITY FOR THE DESIGN AND PERFORMANCE OF °.= GALVINIZED STRAPPING @ 16 O.G. ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER" SPACING AND LOCATION � I THE ENTIRE SYSTEM. , TRIBUTARY LOADED N/5-15d NAILS @ EA. END MIN. 12" l fxi conmxnr(3/,"x(1162') 1 G"a c face rrul Bonom}rlatetojoist,,irnjo+sttra,xijoistor AREA IN SQUARE FEET jJACK STUDS BEARING ON STUD SI_'RFACE i ENERGY NOTES: 14 g{ Pa I(xibox(3'/,"x x135'):or FOR ANY STRUCTURAL _ blocking not at nels) 1"L"ac face nal ROOF SLOPE i 3"x 0.131"nails MEMBER 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF KING STUDS THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE LATEST EDITION AT ate 3 j 1 316dbox(3'/,"x 0.135):or 3each 16"ac.face nail 2ND FLOOR 15 Bottom g(atbac rim oarbard'oistor 2-16dcorrumn(3'/,"x 0.162):or 2each 16"ac face nail RISE 4 INCHES PER FOOT 1,3 TO LESS '\ THE TIME OF PERMIT APPROVAL. nlacMrg(atlxacedwallpanel) ( ) 45 2. EXTERIOR DOORS AND DOORS TO GARAGE U _ .40 MAX. 43"x 0.131"nils 4eacII16"o.c face,rYAI THAN 12 INCHES PER FOOT (lit) Z 3. WINDOWS AND ALL GLASS U = .58 MAX. 4-8cibox(2'/,"xQ113)'or A. ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION 3,1 M hnx(3'/,"x 0.135');or WINDOW OR DOOR AS NOTED. - v AIR. 150-200 G.F.M. FLUE TO HAVE TIGHT SEATED DAMPER-MAX. AIR LEAKAGE 4-8dcorrmon(2'/,"x(1131);or Toenail NOTE: ALL WINDOW AND DOOR S-3 20 C,F.M„ 4l0dbox(Yxa128);or MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS GLASS TO COMPLY WITH R.G. OF I 43"x 0.131"marls N.Y.S. SEC RRS!`8 FOR SAFETY 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO S.,HMIT THE SIZE, 16 Top or bottom plate to stud GLAZING WHERE APPLICABLE DESIGN AND TYPE OF MECHANICAL SYSTEM WHICH WILL BE USED IN SUFFICIENT 3-16dbox(3'/,"x 0.135'1:or (IN POUNDS PER SQUARE FOOT) DETAIL AS IS REQUIRED BY THE BUILDING DEPARTMENT. 2-16dcoTur»rn(3'/,"x 0.162);or 6. ALL THERMOSTATS SHALL BE ADJUSTABLE 45-75 DEG. F. FOR COMBINATION 310dbox(Yx0128);or Ftui°a11 HEATING AND COOLING THERMOSTATS THE RANGE SHALL BE 45-85 DEG. F. 33"x0131'na;ls 7. COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE USE LIVE LOAD 3lOd box(3"x 0.128'1;or __.....-..-__--- 12 A MINIMUM COMBUSTION EFFICIENCY OF 76% AND SHALL HAVE STANDBY LOSSES 11, I, INSTALL SIMPSON CON ERS 17 Top laps atminersandhrterscctiors 2-16dmrrunon(3/Z"x 0.162):or Face nail STRAPPING INSTALL 1/q W 29 GA_GE "DIi LESS THAN THE CODE SPECIFIED MAXIMUM BASED ON ACTUAL EQUIPMENT SIZE. 33"x 0131"trails N HOEDOWNS @ CORNERS GALVINIZED @ 16 38dtxrx(2/zx 0113):or NAILS @ EACH END (TYPICAL @ O.G. W/5-13H 8. INSULATE ALL PIPES AND DUCTS AS PER CODE. EXTERIOR BALCONIES 60 OF FOUNDATION / EXTERIOR WALL SHEATHING 3. WATER SERVICE TEMPERATURE CONTROLS SHALL BE SET AT 140 DEG. F MAX. 2-8d common('L'/2"x11131);or DECKS 40 ALL HEADERS IN EXTERIOR WALLS) I^. ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT 18 1"nmcetoeach stud and plate 2-1Oldbox(3 xx128):or Face nail j HOT WATER FLOW TO A MAXIMUM OF 3 G.P.M. @ 60 P.S.I. PRESSURE, 2staples l'/"" ATTICS WITHOUT 570RAGE to 11. HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE (WITH TABLE 4-6 38dbox(2'/,"x 0121 or INSTALL HOLDOWNS @ ALL - ^ j_1GE 2-8crntnt m(2 OF THE ENERGY CODE: MIN. EER (EFFICIENCY) SHALL BE AS SPECIFIED IN I/Z"x(1131');ur ATTICS WITH STORAGE 20 OPENINGS OVER 6 _9, „ OR p. Z INSTALL 13q"W 29 GA_ i - TABLES 4-8, 4-q, AND 4-10 OF THE ENERGY GODS. 19 1"x6"s}walhing to eachtx'uirg 2-1Oldbox(3"x 0128);or Fa:ereGALVINIZED STRAPPING @ 16" O.C. nail „ _ 12. THERMAL TRANSMITTANCE VALUES SHALL NOT BE GREATER THAN THE VALUES ROOMS OTHER THAN SLEEPING ROOMS 40 WITHIN 27 OF CORNERS - W/S-8N NAILS @ D END MIN, 12" 2sta les,1"c,Yrwn 16 i,1/"lo TABULATED IN TABLE 5-1 OF THE ENERGY CODE. 38d box(2'/,"x 0113);or SLEEPING ROOMS 3n 8 N.R6N BEARING Ir I ON IBOX SEAM 13. ALL MATERIAL CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A 38dcommon(2'/"x01311:or VAPOR BARRIER LOCATED ON THE W 310 bo (3"x 0128);nr INTER WARM SIDE OF INSULATION. z STAIRS 40 14. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR 3staptcs,1"cr10wn INSTALL "SIMPSON STRONG-TIE"16ga,1'/,"lorg I, - Z_ CONTINUITY OF INSULATION AT PLATE LINES, BAND JOISTS AND CORNERS. 20 1"x8"and wider sheath; to each Ewe nail GUARD RAILS/ HANDRAILS 200 DSP TIES @ 52 O.G. W/ 10- 1od J_ 4 � INSTALL "SIMIPSON STRONG-TIE" � '>g Widert}rarrl"x 8" � •�•• •48dbox(2'/,"x0113);or NAILS PRIOR TO SHEATHING DSP TIES @ 32" O.G. W/ IC- iod ARCHITECTS STATEMENT: NAILS PRIOR TO SHEATHING to 3fidcarnnrod(2/,"xalsl);0.r WEIGH•-ITS ©F MATERIALS DEAD L�JADS� d I, NICHOLAS A. VERO, ARCHITECT, STATE THAT TO THE BEST OF MY 310d xm(3"x(1128);or ° aKNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT THAT THE PLANS AND 4staplls 1"crown 16 ga.1'/,"long (AS PER RESIDENTIAL CODE OF NEW YORK STATE SEC. R301.2.2.2.1) ° a SPECIFICATIONS CONTAINED IN THESE DRAWINGS COMPLY WITH THE N,Y.S. ENERGY ° ° TERMITE SHIELD OVER SILL SEALER FloorCONSERVATION CONSTRUCTION CODE. REFER TO RESCHECK GOMPILIANCE REPORT a °FILED AS PART OF THE BUILDING PERMIT APPLICATION, ATTACHED TO THESE 48dbox(2'/,"x 0113);or AVERAGE DEAD LOADS SHALL NOT EXCEED 15 PSF (/-`.72kN/m■) FOR a a ° _ Z1-'NDER TREATED SILL PLATE AS PER ll U 21 joist to sill, ate or ider 38dcommon(2/Z"x 0131);or Toe,�l ROOFS/CEILING ASSEMBLIES OR V- PSF C,48 kN/m° FOR FLOOR , ° ° SECTION R518 OF THE 2015 IRC O CONSTR CTION DOG MENTS. �' g 3lpdbox(3"xQ128');or ( ) ° U ASSEMBLIES EXCEPT AS F'�'RTHER LIMITED 8Y SECTION R�^1.2.2. DEAD d a i �33"x 0131"nils ' d s 'DLOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED THE FOLLOWING, i 8dbox(2'/,%Q113') 4"o.c.toeTail ° a 6/" DIA. ANCHOR BOLTS @ 32" O.G. O 22 R;mjoist,bardjoistorblockingtosillortop 8dconunon(2'/Z"xQ131);or ° (7" EMBEDMENT) W/ 3" X S" BP � plate(roofapplications,also) IOdbox(3"x 0.(28):or 6"o.c.toe,kail POUNDS PER THIS PROJECT COMPLIES WITI I THE 3"x0.131"trails WALL TYPES SQUARE FOOT a WASHER (1'-9" FROM CORNERS) � (PSF) HJLDJWN CONNECTIONS � OPENINGS I � MECHANICAL CODE OF NY STATE, �38dbox(21/,"xGlIT):or COVER �[_(�[[ DR WITHIN 27" OF CORNERS a 0 CHAPTERS 12 THROUGH 24, THE 2-8d commonV/z"x 0131'):or . 11-011 �-IOLDOWN CONNECTION a ! �O PLUMBING CODE OF NY STATE 23 1"x6"sub0oorta less coeachjost Fare ren 15 PSF 1 iia I��-T FLOOR !SILL- L4 - , 310dtxvc(3"x 0128');or EXTERIOR LIGHT-FRAME WOOD WALLS s SCALE:: i CHAPTERS 26 THROUGH 32, THE 2sta�les 1"arnvn 16 a,1'/"]0 (0.72 kN/m ) 2 >=, ELECTRICAL CODE OF NY STATE, r a EXTERIOR LIGHT-FRAME GOLD-FORMED 14 PSF @ CORNERS U CHAPTERS 33 THROUGH 42, ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER" SPACING AND LOCATION STEEL WALLS (0,47 kN/m') O Floor SCALE: S/4ua1'-O" I H 24 2"suhfloortojoistorg+rder 316dlxix(3'/,"x0135');or Blidandfa .nail INTERIOR LIGHT-FRAME WOOD WALLS 10 PSF ■ y,4 2 1 ad ronunon(3/2%Q 162' ( ) a ) 0.413 kN/m 316d box(3'/"x(1135');or - - - - - 25 2"planks(plank&bea --floor&roof) r At each bearing,f<xenlil INTERIOR LIGHT-FRAME GOLD-FORMED 5 PSF I � 216d conrrrxrn(3'/,"x 0.162) STEEL WALLS (0.24 kN/m■) TYPICAL WIND UPLIFT/ M 3I6d common(3'/,"x Q 162') to 410 box(3"x 0.128),or „ 00 PSF LATFRAL t SHEAR CONNECTIONS 26 Badordinjoistto,joist 43"x0.131"reiNor Foil nail J3 THICK MASONRY WALLS (3,L33 kN/m■) O 4-3"x l4 g0.staples'/,,;"crown " 05 PSF SCALE; 3/ual'-Ou Naileachlayerasfollows 32"o.c. 4 THICK MASONRY WALLS ■ 4 20dcommon(4"x 0.192);or (4,07 kN/m ) at top and bottom and staggered told O ( SII"IPLIFIED WALL SHEATHING 3".0.x(3"x(1128);tx 24"arec.donace 1ppostesidesop and bottom 0 Built-trip�nkrs and trearrn,2-inch lumber 3"x 0.131"Huls staggered on opposite sides PRESSURE NAILING ZONES 27 layers Ana GLAZING PROTECTION FR'O1"f WIND-BORNE DEBRIS a� � RESIDENTIAL STRUCTURES WITH TRUSS U , 2-20d common(4"x 0192');or Face nail at orris and at each splice 31OdboxIT'x0.128);or TYPE CONSTRUCTION, FRE-ENGINEERED , 33"x11131Trails NOTE, PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF FASTENERS AS NOTED WOOD CONSTRUCTION AND/OR TIMBER Q "' 416dtxix(3'/"xa135'1;m' 7 n r_ n IN SCHEDULE ABOVE CONSTRUCTION FOR NEW DWELLING AND/OR to '- : /Ib AND A MAXIMUM SPAN OF t3 0 FOR EVERY WINDOW. PANELS 316dcommon(3'/"x0.16'2);or ANY ADDITION ALTERATION A SIGN OR 28 Lcdgersuipsupportingjolstsor,afters z At each SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH r 4-3"x Q131"x(1128');or SYMBOL DESIGNED IN ACCORDANCE WITH IC) z ~ 43"x 0.131"roils APPROPRIATE ATTACHMENT HARDWARE, ATTACHMENT HARDWARE WINDOW PLYWOOD As NOTED -� 29 Brid&irgtojoist 2-10dWxa1281 Each end toe nail SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. GLA55 TITLE IG NYCRR PART 1205 SHALL BE `+ AFFIXED TO ANY ELECTRIC BOX ATTACHED SPACING OF FASTENERS DESCRIPTION NUMBER AND Intermediate TO THE EXTERIOR OF THE STRUCTURE FOR Seal / Signature ITEM (IF B UILDING ELEMENTS TYPE OF FASTENER— Edges supports- FIELD INSPECTION, U finches)" (inches) HTTP://WWW.DOS,NY.GOV/DCEA/NOTICADOPT,HTML#TRUSS r, FASTENER TYPE FASTENER SPACING Wood structural panels,subfloor,roof and interior wall sheathing to(taming and particleboard watt sheathing to framing WINDOW VERTICAL t HORIZONTAL �,..." [see Table R6023(3)for mod structural panel extariorwall sheathing to wail framing) SILL STIFFENER 511"iPLIFIED ROOF SHEATHING METER E30 PANEL SPAN PANEL SPAN PANEL SPAN 4 DIA 6dccsmrxm(2'x0.1IT)Tol(subncxmwall)' 4'-011 4'-6' 6'-01 PRESSURE 4t NAILING ZONES O1 /a" /,„ M common(2'/,"x G 131 nail(roof) G 12 S a 31 /,"-1" 8dcommonnail 2/"x0131 6 12' y ( ' ) 232" a*0 WD. SCREWS n R N O 32 I'/a"-1'/4" 10dmnunon(3"x 0fonn dill:or G 12 16 t0 f3 P 1 - r - r 8d(2'/,"x 0.1311 defomred,kail 1 (`4./) ------------- I REFLECTIVE RED � WHITE �. � C REFLECTIVE Jl Other wall sheathmd� g 23" #10 WD. SCREWS PLYWOOD STORM PANEL -- ---7--------------------7--- --I PANTONE #107 i -- !J`" 105 051 I/Z"smx-turaIcellulosic fibe,txianl 1'/,"galvani7Muxrfirp,nril.'/""hv:id 3 6 2 1.2" qD "SHUTTER" DETAIL I \ � sheathing diameter,or i"crown staple 16ga,1/4"lora 2 / �'� 34 `'v"st icrirral cellulosic I'/,"galvanized roofing nail.'/,a"head dianrr 3 6 n u v fl berboa,d sheadri rg ter,or 1'crown staple 16 g0. 1/•,"long 2Y2" 34 LAG SCREWS „ N N 101 F. s r 0.r , 1'/,"galvarilzednxrfirp r><ul statilegalvarilze�cl 7 7 Ito 16 16 I\ t 35 /,"gypsum s},at}rg" 1'/2"Iong 1'/,'screws Tylr W or 01 / I 1''/,"galvanizednx)flrrgnil:stapleg.ilvanized 14 2 > Pr eet �.: 1 608 36 '/a"Upsum sheatlilr 1'/8"for 1'/""screws,Type W or S 7 7 / WALL SHEATHING NAILING SCHEDULE 1/ 01 PRIVATE Wood structural panels,combination subfloor underlayment to framing I ✓ I ( ' / � I 1 I ��'�� 1 RIA 1 E `-/ '�r �, &+defomuxi(2'x 11120' toil;or A" V.T.R. 4" V,T.R. 4" 'V.T.R. I I I RESIDENCE 37 '/,"and less , ) �f �f M ccnnnxm(2'/,"x Q 131')nail 6 12 �IL JIL JI,f 38 /x„_1" 8dcomrrion(2'/,"x Q131)nail;or 6 12 I 1 ROOF I I 01 / I I 1 QA 8d deformed(2'/, x 0.120)„ail I BATH I BATH I 1"f, BATH 1 / I y ZONE 5 ZONE h lOd cotrurron(3'x 0148")niC or I 1 RO alton Row Lot 11 39 1'/"'_1'/" 8ddefomied(2'/,"xa120)nail 6 1z BATH I--__ 2" I I I O2 I Mattituck,NY _ I I �__� r 2' j 21 1 I 1 2 _ I - I THE CONSTRUCTION TYPE 1�' Town of Southold,Suffolk County,NY DE51GNATION SHDARLL IBEOI STROKE FIELD 12" O.G. 12 O.C. _ 1 1 .. r- T I I I I I I I p I I I I I I ' I I » » N » . . 1 I I I I I I 2"I 12" I I I I , 121, " I U I INDICATE THE CONSTRUCTION ,S"C,T.M#. I, " " " 1 2' 2 12 1 1 CLASSIFICATION OF THE 1000-113-07-19.40 2' 2 I 1 2 2 1 I 2 1 I I G" O,G. �o" O.G. W.C. 4- L----J----- STRUCTURE UNDER SECTION COMPONENTS THAT ARE OF TRU55 1 I 4fY1 OF THE BCNYS DESIGNATION FOR STRUCTURAL EDGE i2i 12u W.C. I2n I W.G. i2u 1 i2n W.C. I2u I 1 I 1 11 TYPE CONSTRUCTION II I s 1 _ _ ■ Architect of Record 5 Tll)B I SI IWR. 1 TU E3 SF�WR. 2ND. F L, L-1- FLOOR FRAMRNG,INCLUDING ■ ■ GIRDEFFRARS,AND INC Nicholas A. Vero, ALL 2" EXT, PLYWOOD WALL SHEATHING TO BE SECURED WITH Gd COMMON NAILS- 2" x 1t&" GA, - PATTERN AS 3" 1k," 2" 1 3" W 2" 1 3" 'k" 2" I ;2" 3„ Ik 11r�" 21i ■ ■ F" INDICATED ABOVE, 1 3„ � 3., i D11IF r1 /"_ "R" ROOF FRAMING ROOF SHEATHING NAILING SCHEDULE DV LLA V 3' L- P W DR, K I TCH E SATNLI I 3 STANDARDS AND CODES "FR" FLOOR AND(ROOF FRAMING Architect, PC BATH 2 _J _ 2" 2�J 2„�__ ,2"_T LN DRY 120 Mill Road __-�- -r'--, _ _ r----TI I 1 r I r Westhampton Beach,NY 11978 TABLE R301.2(I) 12" 12" I 12' 12„ 2„ 12,. 12" 12„ 3,1 12" 121. ZONE I ZONE 2 ZONE 3 ZONE 4 T:631-288-1404 CLIMACTIC: AND GEOGRAPHIC DESIGN CRITERIA '° - ° - w,C. I2 3, W.C, K s IF FIELD AREA GALCJJLATIONSi 1 11 F:631-288-0549 E:nveroarch(n�aol.com DW WM WM " " u u t3 O.C. 12 O.G. 3 O.G. 4 O.G. FIRST FLOOR WIND SUBJECT TO DAMAGE FROM WINTER ICE-SHIELD AIR S"I"R. 2226 so. FT: Date Scale GROUND SEISMIC FLOOD WIND SECOND FLOOR - 1ST. FL. 6/12/18 AS NOTED EDGE 6114 SQ. FT. S:sIOW SPEED DESIGN FROSTLINE DESIGN UNDER-LAYMENT FREEZING LOAD (MPI-1) CATEGORY WEATHERING DEPTH TERMITES DECAY TEMP REQUIRED HAZARD EXPOSURE INDEX 3" Ix,' 2" 3" 11," I�" �vl 3" Ily' 2" 2" TOTAL 3 3„ 3„ 3u 4° O.C. (o° O.G. 3° O.G. 4° O.G. n 45 PSF 130 SUFFOLK SEVERE 3'-0" MODERATE SLIGHT TO SUFFOLK YES AS PER B 599 3 2„ __ F.A.I. GARAGE s5^ SO. FT. Drawing Title MPH B TO HEAVY MODERATE II FEMA o'0 3 G o C.O. 31 F ALL 32" EXT, PLYWOOD WALL SHEATHING TO BE SECURED COVERED PORCH 474 so, FT. NOTES n WITH Od COMMON NAILS- 232" x 1034" GA. - PATTERN AS ROOF DECK 124 SCJ. FT. NOTE, THIS SET OF PLANS HAS BEEN DESIC,rNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING INDICATED ABOVE. CODE WITH THE NYS 2017 UNIFORM CODE SUPPLEMENT 4 2016 SUPPLEMENT TO THE NYS ENERGY To AN APPROVED SANITARY SYSTEM CONSERVATION CONSTRUCTION GOD Drawing No.: F L U i"f B I N G RISER D I A G R A 1"f 0 N .-T.S. I I I I I I I I I I I I I I I I I I 37'-10" it I I 11 UNEXCAVATED r 4 REINFORCED CONCRETE r I I SLAB W/ 6 x Co x W2.0 x I ® I N W2.0 EPDXY COATED WWM \ \\ I I I ON COMPACTED IR OVER 4'-0" 17'-b' 3'-B" b'-O" = 3'-B" 23'-0" — —1 L GAS o I I ' ' r -1 I E L[ -[ 10" I L13'-4" I t0" 22'-b" 1 " 14'-4" � X - 6' ■ 12"x12" POURED CO G. PIER I I I I I I I I AA ON 24"x24"x12" POURED \1L (0 @i �N 36°BELOW GRGDESOIL-LANDING o UP � (TYPICAL) 10" 1 1 7'44" 1 I I5'-8" BUS" 4'-0" 1 I ' � E W 12 x 2io STEEL GIRDER L_ I I Lex - - - - - - - - J 81-0 of I0. I I I J 10" TH 10'-0" HIGH = Q I I I REINFO GED POURED " CONC. FOUNDATION WALL I I l!1 W/ (2) #4 BARS TOPE tf► ■I I I I ° BOTTO ON 10" x 20" 2'-B" I 2'-6" 12'-4" 70". 1- UI - WIDE R INFORGED 2"xB"ACQ I X POURS CONC. FOOTING- „ l� acv (3)- # BARS MI6 O.G. I-I I CONTIN OUS V 6" O.G. 4" P.C. LEDGE I `9 " I I I a 3 Y2" GYP. BD. INSTALLED ON L I I J iD = UNDERSIDE OF FLOOR O L =j I -� J (Y �� V JOISTS AS PER SECTION I + X 1 IL I > J = Q R302.13 OF 2015 IRC � N - 00 N I!_ r - m BASEMENT -� m\� � (4" P.G. SLAB) � I� - I � (� 1 � x � � � • : I m � 4'-O" - - — I I 11 . 4" STI COL. ON m W 12 x 26 STE GIRD R I 1 36"x3 "xl5" P.G. FTG. ' - - - - (TYPICAL) 9 LF2'-8" 12'-4" IQ r L — J r .,, 12 x 2G STEEL GI DER _ I ( LEDGE O =° I r � I I I I W 12 x 2G STEEL GIRDER '1 — — O r �I L L —I— J 112 x 26 STEEL GIRDER 07 - - - - - - - - - — - - - l� I — I — - - • V1 I 07 Q (� ••� I, } r I 1 I X16" .G. = - - - - - - - - - - - - - - I I l — W 12 x 2G STEEL GIR �I i N I I I � W 12 x 2G STEEL GIRDER J (�I (X — — — L — � J I L — � I I .� L — I � = I , D ___ INSTALLEDDON - (- - -1 - UNDERSIDE OF 00 _ - STAIR AS PER SECTION R302.13 � OF 2015 IRC r UNEXCAVATED I X = Ln X x I V _ PROVIDE MIN. 3FT. DEPTH m ( b 5" x REINFORCED6 x W2.Oxx W2.OGRETE SLAB W/EPDXY COATED I I @i mw X -- I I AND NO LESS THAN q (n I m -I 0 - r r mil SQUARE FT. (TYPICAL - Z WWM ON VAPOR BARRIER OVER = —W 12 x 2G_ STEEL GIRDER— I SEE DETAIL THIS PAGE.) I COMPACTED FILL (TYPICAL) I ' I m -�J _ o Seal / Signature PITCH TO DOORS 16"/ FT. _ I r� L = �5 An 00* 20'-4" !' l � ; � o {, I, — n-R �G�Nit_1<R •— m N •� O i W 0 DROP TOP OF FND. WALL AS �-� P ect No.: 1608 REQ'D FOR O.H. DOORS PRIVATE I � RESIDENCE - - J Royalton Row Lot 11 1p c0 @� 12" b'-q" 12" III'-0" N 12" 5'-0" I I Mattituck,NY Town of Southold,Suffolk County,NY S.C.T.M #: • .. :a ' . - _ _C3 - 2" I A Q GIRDER - _1 - •-0 1000-113-07-19.40 L J T — — — — — — — — — — — — 'SIMPSON WOOD I Architect of Record STRONG-WALL L — SHEARWALLS' ABOVE WITH 'HDQB' CONCRETE WALLS SHALL BE Nicholas A. Vero, HOLDOWNS Q EACH DAMPPROOFED AS PER R406.1 Architect, PC SIDE OF GARAGE 22'-O" 17'-b" 15'-O" 17'-O" BY APPLYING ANY ONE OF PORTALS- SEE THE LISTED DAMP PROOFING DETAILS PAGE A06 MATERIALS OR ANY ONE OF 12"xl2" POURED GONG. PIER THE WATERPROOFING 120 Mill Road FOUNDATION PLAN ��� ON 24"x24"x12" POURED MATERIALS LISTED IN SECTION Westhampton Beach,NY 11978 GONG. FTG. ON VIRGIN SOIL- R406.2 TO THE EXTERIOR OF T:631-288-1404 MIN 36" BELOW GRADE THE WALL (TYPICAL) F:631-288-0549 E:nveroarch n�aol.com SCALE: 11411=I'-O" Date Scale 6/12/18 j411=11-011 Drawing Title FOUNDATION PLAN Drawing No.: 10 I I I I I I I I I I I I I I I I I I I I I I I I I I I I ; I I ; I I 14"x14" LOADBEARING FIBERGLASS COLUMN A — — — — — — — — — — — (TYP.) _ I 07 I I r3)-73/4 1-7 /44'__X1 ;4D _ I 41-0" 171_6aISO w 22' 6" i I I 5'-bw 8'-b" 31-b" 71-60 71 6" 61-6" q' b" = 71-0" 7'-b" 0 210510-3 x - I � Q y% ?, (3)_13/4"x I'7/a11LVL HDR. _ — — — — — — IN , 0.' �A A J '" � ((2)-13/"x117/e"LVL W/%211x11"STL. � HDR. 2'�x Il0" R.R. +`ry > I o 14" 14" LOADBEAR G 16 O.G. ' FIB RGLA55 COLUMN I y BREAKFAST¢P > _ J 10 ( tY (T P. \�.p 6 Q /,, J �► �� COVi 2" x 10" R.R. �cp ) N p \`�\ \,on PATIOI6" O.G. [=(1XI4 iv2J0 �3)- 13/4" x 14" LVL HDRo xXO % 6 m\v y 'Q fY -{3)-13/4"x117/e,"LVL FLUSH UP5 HDR- N 14'-O" " L o DN 1 -v 2" x 10" R.R. 2" x lo" R.R. 1611 0.C. N 210510 2 0510 0 1611 O.G. `+♦�'�/.( I P = v v I (3)-2'x10" (3)-2"x10" �� P3I "x117/e"LV HDR 2" x 10' G.J. FWI-13180 FWI 16080 rA = FW 3180L _y�A C OS. �s \Q U 0 I6" .C. Lx lip 4'-0" row 21­011 6" 71-0" r 6" 71-011 b" �� 14' 0" I 23'-0" b" (3 )-1 3/4"x 1 17/ell VL CV m � — QF=UDR0 Ndam_ 2"x10"PANTRY 16 C. JII> _ _)-13/4"xIl "LV L SH HDR. 3/4"x117/g"LV W/(2)-%2xllST .1_ X I 1L (3)-1 /4xll /a LVW/ 2 / xll TL.Ie7 " ( )_12" uFL SH HDR. FLUSH HDR.OM '� = 0 GREAT RM.2 x1011 R.R. NY d N _ I ll1 _ --- - -- I - ---- --- - �- 6" O.G. N® (V V X iD X m\� 30 0 o 13 I _N KITG EN > .� J J LIT o lL I > 0 n J N o 0 _ I X � N 1 X r\ U m�v _ r\� XI m\ I m � O X \9 I I l 15'-O" �� I " m X = N-9 @' I (3)_1s "xgk4"LVL t9 2 -13/"x117/ ' Q I m\v z , ---- ) 4 I o N I- 14'-O" 6" b'-6" b" - --- VL FLUS REF X LAUNDRY Z 3 " ' 11 _ w C )- 4 4 0 PW R co y, / x / L Lr N tl LL O 5.D. A I O B ^ II D W 30. \oU 2 mLA \ Q 6 07 1) rn - = bw 21 Ow 6w 1_ON r J w 61_6 Qm b" 41-0" b" 26 6'-b 26 b" 5'-O" ZL' SUTLER in x xio R.R. I PANTRY G O o o - x `s B j j- (3)-13/4"x k4"L _ - m I tY 11 '��^'rFVon _ � N I I I I = I o I - -- 1 a = J IL m ,ire ^per i l i i WG. • J J IM Code I� �I )-13/4"x l l e"L V L—FLUS I I I I Q A _ Q J _ —————— J m in Q r\� J m0 -► I I_ , = C GARAGE 1 5. ry GL S. BATH o o O 0 r��0 x I! - = X O Z Z 21'-O" r\O V 6w ( 17'_ON bw 7' Ow 4'-ON _O b" 41-Ox ba 2' Oa b" q1-0" _ " - ° I � x I m�`t X = I IL IL LL I s ' N Seal / Signature m x l m�`� `� j J =o U J I I I ` v m m o - 6 J 0 o J F YER = 2)_13/411x11-1 _ p ��� �� I�' X DINING RM. in I I o VL LUs , �\�a*,�pal I p (3)-1L14IIxI4"LVW/( )-%2"xl " ST_L. 1_ GIRDER 1= 1) ^I I I �I x O y!r 1# O i a o I LL LL I I 1 1 Ji m E, 0 = 2" x 10" R.R. I C3) <q!12' LVL `s J BEDROOM JI 01 J � 16" O.G. J J I N Ni o Pr ject No.: 1608 J J I F I :� o I A =1 3 -13/11x117/e"LVL HDR. I _ PRIVATE RESIDENCE 4 - I J(3)_13/411x117/e11LV FLUSH NDR.J a 6 - - - — o� X 210510-3 - x Royalton Row Lot 11 x I m�"q p� m m _ � lY O X a X Mattituck,NY I I COV'D PORGN `s �`t o i m Q' 0 m _ Town of Southold,Suffolk County,NY t>7 N N x _ x to x S.C.T.M #: ♦ 1 w 1 w 1 w 1 a a °+ I 2-' 1z '° 12 2 5 5 1000-113-07-19.40 I - m � C4 C3 -13/411 117/e"LVL H R. I I __0 — — (3) 13/4" �t I 7/e" VL HDR. (3)-13/4"x117/ 'LVL HDR. I c+ Architect of Record 10510-2 210510-3 Nicholas A. Vero, ,SIMPSSTRONG-WALL WOOD Architect, PC STRONG-WALL — S1-IEARWALLS WITH 'F-IDQB' I-IOLDOWNS " , w , w 1 N 1 w 1 N 1 N West120 hamill RtondBeach,NY 11978 EAG1-I SIDE OF 11 -O 11 -O so-0 q-O :31-60 GARAGE PORTALS- p SEE DETAILS PAGE T:631-288-1404 F:631-288-0549 E:nveroarchCaol.com A06 22'-O 17-6 15'-O 17'-O" 14"x14" LOADBEARING Date Scale FIRST F I OO R PLAN AO7 (TYP.FIBER)LASS COLUMN 6/12/18 Y4 fl=1 SCALE: I/4"=1'-O" Drawing Title FIRST FLOOR PLAN Drawing No.: 10 i I i I I I i I i i i I i i i i i I I i i i i i i i i I 07 I A I I I I I ----------------------- I ------ ----------- ----------------- I III IjI III-00 u(J-1Y'–I 1O0" V-012'-0 II — — ----=a �3.) –UQ>1J2 I'–O 4'-3" 4' " " 5'-0 2102-4 -----i-- ------- --- - , : (5)_13/ ROOF DECK , LVL -DR. Ln J LO 1,0X0 SS210 552' x 10" R. . 2" x 10" R. Q U1 v 16" O.c. L (3)_2u 10 HDR. 2 x A" C.J.GX13 W @ I6' O.C. 210310 0 ' . 2nx10" R.R. � 2"xID" O 2"x10" R.R2"x10' R. xW 4 @ 16" 0.C. P 16O.G. 01 v ►6" oc.. Q CD 16" .c. 2 4v 2" 10" R.R. 2"x10"b'-R.3.RP" . C& 16" O.G. CLOSL > J J MASTER BEDROOM BATH #3 J , (12' GLG.�\' / "Li 11' b" \0 12'-01 4 13'– 22'–b" <UWR a \ - < x 2 II N + I o BEDROOM #3 x x CL BEDROOM #2 - IIIIIIIIIIIII ° =�o IIi � I1I 10"H DRY^1 ==3- Co S.D. S. O 13/Q" x 1I L RIDGE 0D DIII R\E DSRSry\.ING — l "IIiIII IIII II r� ioov g AI �Or'`9cZc :20 o O - + 07 � II / " LVIDGE I 3/4" x 117/," LVL S.D. 0 4j 2�–I /4x /4LVL FLU 8 LCONY LIN.BATH #2 Dr *J, .4'-10" 1/4'-8 4" 43 1i--O" OCLOS. 4-0 1'–I 3' b" ly NX J d o > OPE TO J _ - BE OWI 0 J UO BEDROOM #1L BATH # X " " -O 4" 5-2 " - " 6' O"' " 4 Seal Signature ignature (5)-2"x10" MASTER BATH W2s1 Al-42 x 2x10" R.R. 2"x O" R.R. 4" 4" 10Nx @ 16 11 r@ I " OG2°xO° R.R. CUP 16" O.C.T S C AP352 AP352 AP352 � 21 56 S 2-2s 210 -2 G L — — Proect No.: 16P,�" 0R}' 8 PRIVATE RESIDENCE Royalton Row Lot 11 Mattituck,NY Town of Southold,SuffolkJ ' �C �o u{ nty, NY ----- ----- ---------- --- ----------- -----------j--- -------------------- -- S.C.T.M#: 1000-113-07-19.40 Architect of Record 3'–b" 3'-6" 2'-34'– 2'-37'–O7'–O" 9'– " '– " " b'–b" Nicholas A. Vero, 3'-6" 7'–O" q1_011 14'–O" Iq'–O" 13'–O" 2'-0°71 120 Mill Road Westhampton Beach,NY 11978 I SECOND LOOa PLAN T:631-288- 1404 F:631-288-0549 E: nveroarch Ca ol.co m SCALE: 11411 1 1-011 Date Scale 6/12/18 %411=11-011 Drawing Title SECOND FLOOR PLAN Drawing No.: 24 � 0 0 a i II i TYPICAL ROOF CONSTRUCTION TYPICAL EXTERIOR 18" LONG RED CEDAR PERFECTION PRESSURE WALL CONSTRUCTION TREATED ROOF SHINGLES @ %" EXPOSURE- 18" LONG RED CEDAR PERFECTION SHINGLE LEFT NATURAL oBUILDING SIDING @ 5Y2" EXPOSURE– NATURAL Y211 CDXYWOOD SHEATHING 15# SATURATED BUILDING FELT - 2"x10" R.R. @ 16" O.G. Y2" GDX PLYWOOD SHEATHING 2"x&" STUD WALL FRAMING i T_.O.-RIDGE77 - -_ I i I i i 1 17_1 it x6" TRIM- 12 WHITE i ; 101 1 � 1"x2" WHITE T.O. PLT_ I"x8" FASCIA- WHITE %"'x8" FRIEZE- WHITE i 6 ~O 21056 21062 21062 21062 1062 1 — I"x8" FASCIA- -———— — ———————— —————————————— m X — WHITE 1�-,q" BEADSOARD -------------- -------- -------------- ---- O.H. SOFFIT- WHITE 12 FIN. SUB F4r LR. 12 4 NOTE: 147-W-------- OVERHANG TO BE 2 -0" T.O. PLT. MAIN16:120N ------ — PITCH ROOF I III IIIIIII HIM 1. 1 11 L L JL SO I DT�� I L I SCALE: 3/4" = 1 —O" I o I I I 10510 210510 210510 2105,0 10510 10510 210510 10510 0510 i i FIN. SUB FLR_ GRADE i FRONT ELEVATION I SCALE: 11411= 11-011 II JL I F1 ASHING 12 .� II r" i I I ori I I - co oo ; Q i � z zl I I 12 4F Seal / Signa_ture 1 1I"x5" ASCIA-WHITE IIIII III IIIFFT �g�iJ Iq/Q Lnt IE 1E BEADBOARD I�roject No.: 1608 24310 24310 :2:41111 SOFFIT- WHITE F 0 II I HIM 1 11 _ °H PRIVATE 12 ]IN. 12 %"x$" FRIEZE- RESIDENCE 4 WHITE Royalton Row Lot 11 Mattituck,NY Town of Southold,Suffolk County,NY I e O F F I T DE—FA I L S.C.T.M#: 1000-113-07-19.40 SCALE: 3/4" = I ' —011 Architect of Record Nicholas A. Vero, Architect, PC 24410 24410 24410 120 Mill Road Westhampton Beach,NY 11978 210510 210510 2105110 210510 T:631-288-1404 F:631-288-0549 E:nveroarchCaol.com Date Scale FW 060 6/12/18 %4"=1'-0" \-1411>c'14" LOADBEARING Drawing Title FIBERGLASS COLUMN RIGHT ELEVATION (TYP.) ELEVATIONS SCALE: 11411= 11-011 Drawing No.: O i I I I I I I ! TYPICAL ROOF CONSTRUCTION 18" LONG RED CEDAR PERFECTION PRESSURE TREATED ROOF SHINGLES 05X2" EXPOSURE– TYPICAL EXTERIOR LEFT NATURAL WALL CONSTRUCTION 30# BUILDING FELT 18" LONG RED CEDAR PERFECTION SHINGLE Y" CDX PLYWOOD SHEATHING I 2"x10" R.R. @ 16" O.C. SIDING @ 5X2" EXPOSURE- NATURAL 15# SATURATED BUILDING FELT Yz" CDX PLYWOOD SHEATHING 2"x6" STUD NALL FRAMING I BLIND 12 12 I I ! I I _ _ I I _- 112 I I I ' I I I I I I ! I I AT HEADER,FIELD NAIL THRU SHEATHING FULL LENGTH GARAGE HEADER AND METAL STRIP WITH lOd COMMON MINIMUM SIZE SHALL BE: NAILS OR 16d SINKERS AT LOCATIONS 6 x 12 DFL 3 MARKED BY PAINTED DOTS 5 1/8 X 12 GLB 10310 II ALTERNATE HEADERS ALLOWED. TOP OF PANEL SEE ICC REPORT. 10 ga.STRAP 210410 21 410 210410 I 12 C 12 �¢ 1062 106 10621062 ——————————— ° 0 0 o SHEATHING TO HEADER IlaM� 4� �4 -� z o 0 0 ° I ° o Q o ,u ° o 0 0 0 0 ° ! I .a N — i o 0 ! I o O O O O o I I TOP PLATES OF STRONG-WALL ° ° I HEADER _ I 0 o I ° SDS 1/4"x6"SCREWS II I PANEL SHEATHING ° i I ° o PERIMETER METAL L211111 210510 210510 210510 210510 ° ° FWN3180 FN14 6080 WN3180 illI- Ill GARAGE PORTAL DETAILS \ ,� �/ ` , --�— I I J �� REAR FELE V A I I CN I I I I r r SCALE: N.T.S. v SCALE= 1/4"=1'—O" I I I I J v I I I I _J ! J SILL _—_—_—_— _JNUT AND I I I I r_J PRE-INSTALLED �—— r___ ——_ HDQ8 HOEDOWN I J r J PLATE WASHER ! vj I r J 5'x5' SLIDING WINDOW jq i I r J (TEMPERED GLASS) _—— BSMT_ I r J LAS L------ O ! ALL THREAD ROD - J u COUPLER NUT BEARING PLATE W/ I WITNESS HOLES SDS 1/4 x 2 1/2" VISIBLE FOR SCREWS PROVIDED INSPECTION WITH WALL. 5/8" DIAMETERSTRONG-WALL POST. ANCHOR BOLT d d d ° d STUD SHOE NOT ! \ 17 d SHOWN FOR CLARITY. ! y a /C'�� d F I 67 d \ A d d ° d ° O ° a ° d a ° d d ° a Seal / Signature ° a 4 d ° T _FFFM 1A TUT y 4 _ _ DOUBLE PORTAL SYSTEM 24310 o° Project No.: 1608 PRIVATE 24410 E244,, 24410 24410 es o• -,2--- - �4 / RESIDENCE —.ar-- --------- -- ———————----- oyalton R t l l / LSTA24 STRAP(MIN.) \ ow o : �\ Mattituck,NY L --.----__ - I AT BEAM TO POST ` \ Town of Southold,Suffolk County,NY \� 8'MIN. 164" MAX. / S.C.T.M #. Architect of Record — / I 164" MAX. Nicholas A. Vero, LJLJ LJ—H :H 1-1 HArchitect, PC 20410 20410 24410 24410 / I / 120 Mill Road HHEADER SUPPORT POST HEADER SUPPORT POST 1 \I u Westhampton Beach,NY 11978 2110510 210510 T:631-288-1404 1 I In 1 I / q I / F:631-288-0549 F.,:nveroarchCaol.com Date Scale 6/12/18 411_11-011 na vo n,co Drawing Title \-14"xl4" LOADSEARING ° a FIBERGLASS COLUMN ELEVATIONS ° (TYP.) L fE FT fE L fEVAT I ON ° e ° d ° SCALE: 1/4"=1'—O" e e g Drawin No.: O 0 I TYPICAL ROOF CONSTRUCTION 12 18" LONG RED CEDAR PERFECTION PRESSURE 12 TREATED ROOF SHINGLES @ 5Y2" EXPOSURE- 12 NATURAL �(0 3r±# B'JILDING FELT GDX PLYWOOD SHEATHING 2"xIO" R.R. @ If" O.C. a�^" i 94 I I ATTIC 2"x10" G.J. @ r I6" O.G. T.O. PLT. 0 Branch Irne tat;e•offs an4ilosn�� 14 " R1 ( i I (2)-19/,"xN4" LVL rF111x ' "lif FLUSH HDR. TYPICAL EXTERIOR WALL t, CONSTRUCTIONfall 18" LONG RED CEDAR PERFECTION SHINGLE )Psi )1 ts8 1 1 � t �i " `1 §' MASTER BEDROOM r1 ► SIDING @ EXPOS!'RE- NATURAL 5 " kg��y y �@t 15# SATURATED 51JILDING FELT � �i�� 3WMA � 6 ," Cr->x PLYWOOD SHEATHINGt� BALCONY /r I _ € 1 xt 2"x6" STUD WALL FRAMING 3/2 PLYWOOD SUBFLOOR :' ,. fair ':' (GLUED * SCREWED) TJI 360 x 117/6" FLR. JSTS. @ 12 FIN. S�15 FLP- .. ....... ---- T.O. PLT. {' - — 1Ex \ 1 f 10"xIO" LOADBEARING (3)-19/q x91q LVL FIBERGLASS COLUMN HDPIS. (TYP.) FOYER yI I COV'D PORCH GREAT RM. COV'D PORCH o Ontilk, nrlhrtrlvtr /Attic I X11 ru:rLu11 ' ventilation V PLYWOOD SUBFLOOR ;rir (GLUED t SCREWED) _ i TJI 360 x 117/6" FLR. JSTS. @ qn M a FIN, SUB FLR_ T.O. CONG_ a kwa� t 12"x12" POURED GONG. PIER ON 24"x24"xi2" POUREDCNC. ON VIRGIN W12x26 STEEL MIN 36F BELOW GRADE SOIL- 10" THK. 10'-0" HIGH GIRDERS (TYPICAL) a. C REINFORCED POURED BASEMENT GONG. FOUNDATION WALL -. M ((2)-x $4I EK111'M TOPRMWrCIAISED POURED GONG. FOOTING- (3)- OOTING-(3)- #4 BARS CONTINUOUS @ 6" O.G. t,d Wr , 4" P.G. SLAB T.O. FTG. r � A S ECT I JN " WY S�y AJ7 SCALE: O { 'rcar .•: "r I °4--1 +" Y. ..,,: Si::?.se.au.a.xw — r.L•.z x.ubq�i.' ° .w u ° 14 A I R SEALING DETA I LS Q 0 H I ATTIC C I ° I � �I 1 O" G.J. @ 1611 -- - - - I6" O.G. - 00 T.O. PLT_. — TYPICAL EXTERIOR NALL *C� CONSTRUCTION I Q 18" LONG RED CEDAR PERFECTION SHINGLE rn SIDING @ %" EXPOSURE- NATURAL 15# SATURATED BUILDING FELT b z Y," CDX PLYWOOD SHEATHING 211x6" STUD WALL FRAMING Seal / Signature BEDROOM HALL BALCONY HALL DRESSING c,Nn rhp,�c'�' 14" PLYWOOD SUBFLOOR (GLUED t SCREWED) G TJI 360 x 117,.6" FLR. JSTS. @ 1611 O.G. FIN. SUB FLR_ T.O. PLT_ Pr ject No.: 1608 PRIVATE RESIDENCE BUTLER LAUNDRY CLOS FOYER PNDR. POOL Royalton Row Lot 11 PANTRY BATH own of Southold,Suffolk County,NY S.C.T.M #: 514" PLYWOOD SUBFLOOR (GLUED 4 SCREWED) IOOO-113-07 -19.40 TJI 360 x 1136" FLR. JSTS. @ I6" O.C. Architect of Record FIN. SUS FLR_ 1 - Nicholas A. Vero, 117117 T.O. GONG_ - - -- Architect, PC 120 Mill Road Westhampton Beach,NY 11978 T:631-288-1404 CONCRETE WALLS 1 " THK. 10'-0" HIGH DAMPPROO ED AS PERR SHALL 46.1 REINFORCED POURED F:631-288-0549 E:nveroarch@aol.com 0 BY APPLYING ANY ONE OF THE LISTED DAMP PROOFING Date Scale CONC. FOUNDATION WALL BASEMENT C MATERIALS OR ANY ONE OF ON ((Y)is 24 EWJ1E TOP 6 EBVrNf0RCe0 IMUR12100' THE WATERPROOFING 6/12/18 Y411-11-011 . ff>f;�SED MATERIALS LISTED IN SECTION POURED GONG. FOOTING- R406.2 TO THE EXTERIOR OF (3)- #4 BARS THE WALL Drawing Title CONTINUOUS @ 6 O.G. 4" P.C. SLAB SECTIONS T.O. FTG. Drawing No.: S ECT I ON A�7 � ��-I '-O� Q� 0 SCALE• 4