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HomeMy WebLinkAbout43479-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT co TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43479 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: 875 Royalton Row, Mattituck ��l�l� — Vo 16 SCTM #473889 Sec/Block/Lot# 113.-7-19.34 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. to-/Z-- 16 New Construction: " Old or Pre-existing Building: (check one) Location of Property: 7 � -"�� ROU-) M"-,Trrr0eA< Hou se No. Street Hamlet Owner or Owners of Property: 5 r 60,1C KECV- V­a#-�R VEEP-zLT4 C- Suffolk County Tax Map No 1000, Section ((Z? Block OT Lot I% O q Subdivision jas-, � x r ®�4-C nAa-r—ti-roe*C_ Jiled Map. Lot: L; Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ L Applicant Signature FIELD INSPECTION REPORT DATE COMMENTS: FOUNDATION (1ST) ' H ...................................... ci 'FOUNDATION (2ND) cl� m 4 ROUGH FRAMING& PLUMBING INSULATION PER N.Y: y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 0 t f L � ' v ' � H e 'O, WN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST " WILDING DEPARTMENT Do you have or need the following,before applying? 'OWN HALL Board of Health 'OUTHOLD, NY 11971 4 sets of Building Plans CEL: (631) 765-1802 AX: (631) 765-9502 �,Survey >outholdtownny,.gov PERMIT NO. Check Septic Form t'. �C. C.O.Applicati in ;xamined x20 � 'mit B 2x19 single E8 -'-4 Truss Identification Form Storm-Water Assessment Form Contact: 1(;a4CA-5��-� o� t2cuGt-c V- ' kpproved ,20A 1uqqi Mail-to: Cali +o disapproved a/c pick UP Expiration 20 ��i+ Phone: 631- 2 S-194,0� din pector CL D PPLICATION FOR BUILDYNG PERMIT DDate 20 1`� OCT 2 5 2018 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate186 l x�,.Ip-scale. Fee accordingto schedule. Tse : .6�k �,ob. Plot nf lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and wait s. ML JLJ 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 throughouf 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 I].epartment for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housiing•code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. s Signature of applicant or name,if a corporation) (Mailing address o pplicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 5;5 <, r)Y- K(Z&dG �4�tp• (,��( t �-� (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. E-,7 Plumbers License No. -Cel-p Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will,be done:,,y House Number S rt eet Hamlet County Tax Map No. 1000 Section [l'?7 Block 01 Lot l • 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy -4 Kc,a id-TI-1,N 0 b. Intended use and occupancy 3. Nature of work (check which applicable):New Building Addition Alteration '`�� Other Work i Repair Removal DemolitiorLI �_, We (Description) 4. Estimated Cost DC7 d o , e�� (To be paid on filing this application) 5. If dwelling, number of dwelling units r Number of dwelling units on each floor timet If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. dk 7. Dimensions of existing structures, if any: Front Rear Rear 'l ?�it Depth %x Height ON< .. 7_077i>17 Number of Stories Dimensions of same structure with alterations or additions: Front I061- Rear cutrJ� Depth Height N/k Number of Stories wik 8. Dimensions of entire•new`construction: Front 7/ ' Rear 7 s Y` Depths Height 62`_0'1 Number of Stories' 9. Size of lot: Front �- •`f� Rear S, 7Y Depth i 771. 32 10. Date-of Purchase Name of Former Owner N � 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises? YES NO 5 ©1c I��CK�o47 06 4 eKA` atzlc� 14. Names of Owner of premises `z�6Lm4, AL-", Address fia aoav�, /may r i 78a Phone No. 63 i- m -RS'00 Name of Architect MgmxAs.d " . c�tm,T Addresses _�l elgphone No Name of Contractor i B.D Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO sr * IF YES, SOUTHOLD TOWN TRUSTEES'& D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO�� * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF_, F `` L 1C LMS . e-(W 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.) :)f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; 'hat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be )erformed in the manner set forth in the application filed therewith. Sworn to before me thiI _ ' nines L CartDr 17'� �'' NJh ',taste of idew York 2 day of C 20 191CASI85,979 Qualif ed in Suffoll,t'nunty Commission Explrea 6"-,u1. a, Notary Public Signature of Applicant Scott A. Russell ,��°�u '� STO]KIAWATEK SUPERVISOR z IM[A\lam AG]EM[]EN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) OCT.2-1 -_ D®E - 'ISIS PROJECT INVOLVE -ANY OF THE FOLLOWING: E Yes Wo (CHECK ALL THAT APPLY) ❑fA. Clearing, grubbing, grading or stripping of land which affects more - than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material . 4 within any parcel or any contiguous area. ❑[ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[3 E.. Site preparation within the de as one-hundred-year f lood lain icted Y P P 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. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: District NAME: �C.l,kO �� iE3 o7 Section Block Lot m1nau"' "FOR BUILDING DEPARTMENT USE ONLY Contact Information: &!p t-Z$m - l�e 7dcpt—Nuenbce) Reviewed By: //-�� - - — — — — — — — — — — — — — — — — Date: 10 - 2 -S Property Address/Location of Construction Work: — — — — — — — — — _ — _ _ s ❑ Ap roved for processing Building Permit. Rc� ormwater Management Control Plan Not Required. M�L"C f -o GrG- D per- Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 AP;Owner, S.C.T.M.#: 1000 (PropDesign Professional,Agent,Contractor,Other) —y 'OsufQ't CHAPTER 236 f(3 �� (te Stormwater Management Control Plan CHECK LISTNA -A,qSection Block Lot x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: `� �k The applicant must provide a Complete Explanation and/or Reason for not providing iso T.kp,o.c N—b- all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: NO NA If you need additional room for explanations, Please Provide additional Paper. a• Location & Description of Property Boundaries b. Total Site Acreage. -F�' RED U DEjAiNAGE REQI c. Existing - Natural & Man Made Features within 500 L.F. rin at INSPECTIONS ARE E REQ before of the Site Boundary as required by§236-1702). coptart eer's Certification d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. © installed is Code. e, Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Mlnlmum2'intervals) EROSION &SEDIMEN g. Location of all existing & proposed structures, roads, hall include but not be limited to: driveways, sidewalks, drainage improvements &utilities, A vuPll maintained Construction ntrance, h. Spot Grades & Finish Floor Elevations for all existing& Racked\81i P Silt Fencing, stabilization proposed structures. d and/or inactive soils. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). C-AVit " D tssAS k. Location of proposed Construction Entrance/Staging Area(s). 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 7D 66- 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: l, a. Erosion & Sediment Controls, �'� S�sgC'Z'Z3 20-19 b. Construction Entrance & Site Access. �] c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 d. Leaching Structures (e.g. infiltration basins,swales,etc.) - '•+. FOR ENGINE E'IUNG DEPARTMENT USE ONLY * I Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: iJLNJ SMCP has been approved by the Engineering Department. FORM # SWCP Check List-TOS MAY 2014 y Town Hall Annex �� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 _ Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS°TYPE: ONSTRUCTION PRE-ENGINEERED WOOD CON STRUCTION•AND%6R1'IMBER CONSTRUCTION Date: - Owner:. .5.� a Y- 4RP xP E�F,Pd-2`f Lo&agon of Property: 1��, a • �Zoya�`Ts�at :�� -�d�'CttT�c,{l%r Pleas6 tape notice that th6'{6l6k appliable line): New commercia i'ert,�KesidL-Citiall'structur6' • .�.,; gip, #�,` < J �Addition toli;kl t i gorn cial_,:or residential stRicture 3• y kohabilit fiXir% :an existifiqcommercial or residenfi l struc . ,, twre•,-- to be.,constructgd-tir performed at the subject property reference above:wiHI:iiiilize (check applicable:-thio): , Truss type.eon�truction (TT) ., Pre-engineer=ed into' 'con4itirqction (PW) Timber consI TI P} in the following location(s) (checl�?appficabfe line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof fram';g R) Signature: Name (person submitting this form): Capacity(check applicable line): ; Owner Owner representative TrussReg15.d6cx Effective 1/1/2015 f 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 5 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 Gross Area Cavity Cont. Assembly or 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 has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements li d in the c ck spection Check'st. AI c o'q(,A Name-Title Mig t � Project Title: PRIVATE RESIDENCE Report date: 10/18/18 Data filename: S:\Office Drawings\Current DWGs\BEHMORIUM\ROYALTON ROW\LOTS 5 & 11\LOT 5 Page 1 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 Plans Verified, Field Verified # Pre-Inspection/Plan Review- ° Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 !documentation demonstrate ❑Does Not [PR1]1 !energy code compliance for the CO) ;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 CO) !Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC ' !Commercial Provisions. 302.1, ,Heating and cooling equipment is: Heating: ; Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr ! Btu/hr ;❑Does Not [PR2]zon loads calculated perACCA Manual or other methods Cooling: i Cooling: ❑Not Observable '. ] ; Btu/hr Btu/hr :❑Not Applicable ,approved by the code official. Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 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\BEH MORI U M\ROYALTON ROW\LOTS 5 & 11\LOT 5 Page 2 of 9 RESCHECK.rck Section- 1# ection1# Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 JA protective covering is installed to ;❑Complies [F011]z protect exposed exterior insulation E❑Does Not and extends a minimum of 6 in. below 1 grade. i❑Not Observable; ❑Not Applicable 403.9 iSnow-and ice-melting system controls;❑Complies [FO12]2 1 installed. ;❑Does Not � ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: PRIVATE RESIDENCE Report date: 10/18/18 Data filename: S:\Office Drawings\Current DWGs\BE H MORI U M\ROYALTON ROW\LOTS 5 & 11\LOT 5 Page 3 of 9 RESCH ECK.rck Section Plans Verified; Field!%erifieil: #.. Framing/Rough-ln inspection _. Value Value Complies?,' .Comments/l ssumptions,' &'Req:iD 402.1.1, Door U-factor. U- U- {❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [ 1]1 { X1 { i {❑Not Observable { ;❑Not Applicable 402.1.1, ,Glazing U-factor(area-weighted U- U- {❑Complies ;See the Envelope Assemblies 402.3.1, ;average), { { {❑Does Not ;table for values. 402.3.3, 402.5 j I❑Not Observable [FR2]1 ; ;❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies ; [FR4]1 are determined in accordance _ ❑Does Not { with the NFRC test procedure or f" ° {taken from the default table. ' ❑Not Observable ❑Not Applicable 402.4.1.1 !Air barrier and thermal barrier .',`r ❑Complies [FR23]1 installed per manufacturer's d ❑Does Not { t instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not �AAMA/WDMA/CSA101/I.S.2/A440 °~ , or has infiltration rates per NFRC =. ❑Not Observable ; 1Applicable {400 that do not exceed code � ' _ :, ❑Not k limits. 1 402.4:5 ,IC-rated recessed lighting fixtures`° , ` .❑Complies ; [FR16°]2,- sealed at housing/interior finish ❑Does Not { e and labeled to indicate s2.0 cfm leakage at 75 Pa. - - _ $❑Not Observable °a I❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not I>= 3 inches in diameter and >_ ❑Not Observable R-6 where< 3 inches.Supply and {return ducts in other portions of ❑Not Applicable ;the building insulated >=R-6 for diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. { 403.3.5_ Building cavities are not used as ` ❑Complies ; [FR1513_. educts or plenums. ° ❑Does Not { ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- ; R- ;❑Complies ; [FR17]2 above 105°F or chilled fluids { 1❑Does Not below 55 °F are insulated to>_R- { 3° ; {❑Not Observable ; } i ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC - ''' � ` `°= ❑Complies [FR24]1 piping. ❑Does Not V 3❑Not Observable ` (❑Not Applicable 403.5:3 Hot water pipes are insulated to ; R- ; R- z ;❑Complies ; ;❑Does Not { V _ ❑Not Observable ❑Not Applicable 403.6, °e Automatic or gravity dampers are_ ' � �x.. ❑Complies [FR19]z. I installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable 7❑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\BEH MORI U M\ROYALTON ROW\LOTS 5 & 11\LOT 5 Page 4 of 9 RESCHECK.rck Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2'1 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 5 Page 5 of 9 RESCHECK.rck Section `" Plan§.Verified Field..Verified' # Insulation Inspection Complies? Comments%Assumptions & Req.ID = Value Value 303.1 All installed insulation is labeled = ❑Complies ; [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable I ❑Not Applicable 402.1.11 !Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ` ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1] Steel 1 E] ❑ Steel UNot Observable ❑Not Applicable 303.21 ,Floor insulation installed per :` ❑Complies ; 402.2.7 !manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the U i underside of the subfloor, or floor ❑Not Observable ; framing cavity insulation is in ❑Not Applicable contact with the top side of I sheathing,or continuous l insulation is installed on the j underside of floor framing and extends from the bottom to the !top of all perimeter floor framing ,members. • ° .' - 402.1.1, I Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 wall insulation on the wall ;❑ Mass ❑ Mass ❑Not Observable [IN3]1 E exterior,the exterior insulation Steel p� I requirement applies(FR10). E] I❑ Steel 1❑Not Applicable 303.2 Wall insulation is installed per ❑Complies ; [IN4]1 manufacturer's instructions. ❑Does Not - ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 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 Drawings\Current DWGs\BEHMORIUM\ROYALTON ROW\LOTS 5 & 11\LOT 5 Page 6 of 9 RESCHECK.rck Section = Plans Verified Field Verified # Final,lnspection Provisions to Comments/Assumptions & Re` `ID Value ' Value 4�_ 402.1.1, (Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, 402.2.6 I I E] Steel ;E] Steel ;❑Not Observable [FI1]1 ;❑Not Applicable 303.1.1.1,!Ceiling insulation installed per - ❑Complies 303.2 !manufacturer's instructions. - �❑Does Not [F12]1 !Blown Zinsulation marked every ❑Not Observable 300 ft . J❑Not Applicable 402.2:3• lVented attics with air permeable j❑Complies [FI22]2 insulation include baffle adjacent '--'I❑Does Not :to soffit and eave vents that ;extends over insulation. JE]Not Observable ❑Not Applicable 402.2.4 `Attic access hatch and door ; R- ; R- ;❑Complies [FI3]1 insulation >_R-value of the I :❑Does Not adjacent assembly. !❑Not Observable ❑Not Applicable 402.4.1.2 1 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ; [FI17]1 lath in Climate Zones 1-2, and ;❑Does Not !<=3 ach in Climate Zones 3-8. I ;❑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 ft2 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 1 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [F127]1 !determine air leakage with ftz ftz ;❑Does Not ;either: Rough-in test:Total !leakage measured with a ❑Not Observable !pressure differential of 0.1 inch ;❑Not Applicable lw.g.across the system including ;the manufacturer's air handler enclosure if installed at time of ; test. Postconstruction test:Total ; I leakage measured with a I pressure differential of 0.1 inch I w.g. across the entire system ; ;including the manufacturer's air ; I handler enclosure. ! I 403.3.2.1 ;Air handler leakage designated -I❑Complies [F124]1 by manufacturer at<=2%of a ❑Does Not design air flow. '-I❑Not Observable ❑Not Applicable 403.1.1 I Programmable thermostats ❑Complies [FI9]2 ;installed for control of primary IE]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 I [FI10]2 on heat pumps. _ ❑Does Not ' ❑Not Observable i[:]Not Applicable 403.5.1 - I Circulating service hot water ❑Complies [F]11]2 (systems have automatic or _ ❑Does Not accessible manual controls. ❑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 U M\ROYALTON ROW\LOTS 5 & 11\LOT 5 Page 7 of 9 RESCHECK.rck Section Plans Verified Field Verified . # Final Inspection Provisions & eq.ID Value Value Complies? Comments/Assumptions R 403.6.1 'All mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed ❑Does Not 1HVAC equipment meet efficacy and airflow limits. ❑Not Observable ❑Not Applicable 403.2 I Hot water boilers supplying heat n ❑Complies [FI26]2 tthrough one-or two-pipe heating ❑Does Not y systems have outdoor setback control to lower boiler water 1EINot Observable {temperature based on outdoor ❑Not Applicable {temperature. 403.5.1.1 ;Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated I return pipe or a cold water supply .j❑Not Observable pipe. Gravity and thermos- ;"^ ❑Not Applicable jsyphon circulation systems are not present.Controls for 3circulating hot water system pumps start the pump with signal for hot water demand within the J foccupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 y Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not j515. Controls automatically I adjust the energy input to the ❑Not Observable I heat tracing to maintain the ,❑Not Applicable desired water temperature in the ; piping. 4 403.5.2 1 Water distribution systems that ❑Complies [F130]2 i 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 3 water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. - 403.5.4 1 Drain water heat recovery units ❑Complies [F[31]2 tested in accordance with CSA ❑Does Not 1�B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable S recovery units < 3 psi for ❑Not Applicable j individual units connected to one or two showers. Potable water- side pressure loss of drain water 1 heat recovery units < 2 psi for #individual units connected to three or more showers. 404.1 175%of lamps in permanent ❑Complies [FI6]1 !fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. ° ❑Not Observable Does not apply to low-voltage lighting. ❑Not Applicable ; 404.1.1 3 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable j❑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\BEHMORIUM\ROYALTON ROW\LOTS 5 & 11\LOT 5 Page 8 of 9 RESCHECK.rck Section Plans Verified Field.Verified # Final Inspection,Provisions Complies? Comments/Assumptions', & Req:ID Value Value 40]z Compliance certificate posted. ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3, mechanical and water heating []Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I 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 Drawings\Current DWGs\BEHMORIUM\ROYALTON ROW\LOTS 5 & 11\LOT 5 Page 9 of 9 RESCHECK.rck �( 2015 IECC Energy j Efficiency Certificate insulation Rating RrValue Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass&Door Rating LI-Factor SHGC Window 0.30 0.28 Door 0.30 0.28 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments From: Steve Libretto <steve.libretto@me.com> d � Sent: Tuesday, February 05,2019 3:01 PM RECEIVED To: Lanza, Heather Subject: Estates at Royalton Attachments: imagel jpeg;ATT00001.txt FEB 0 6 2019 Soot IZ d 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 1 r g � ��y14 _ tic-1�"C�•�`+ \�� '.i ��'��.��fyir�� ,Qy i vim,`�'� F�yl�4-1`t�Yzi t -..�:`,>•at� ------- .... . G :4 � y�.i1 - •♦ kyf ^frf! :F�CS•T�.-x�A-�S t 0i .. 4 rte, i 1 1 � `y. � S j�`ti.�� \ ��!IkS�-7• l y ,F'.'F �7 yl't h *� 4 �Y. P �; �r� `'3 l l l 4A: � �� -� � Oat ��'�{¢� S ,\ `\� �.V � 11♦ \ ' �5�� t �Y� 1 �?1,,'.K .ryF�� u K .�.�' ��) �W y���}� ,S*yt\ \ [•i.���. - ' b}'��.d� � �1•e ��i�y�,Y t•S-aS't'� `V� y � v.jl ;:F^.��" �\ �'• �"(°'�-ao��.�.a �r,+v''� ,rite` n.' , ti R f�fR� .4ah T�� ���•,f�J4ryt � V 1�4Y Z� } �I � 5` \Y�1�>4� "'a.. _ +� } zw i V _ Notes No. Date Descri \ EROSION &SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, \; \ Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive soils. Seal / Signature Abp •� � \ �y �s An DRAINAGE INSPECTIONS ARE REQUIRED \ ContaGX TOS Engineering at 765-1560 before $ S gaCkfill, AR Provide Engineer's Certification that:the drainage has been installed to Code. O / Ab �s;pe-E d, \. APPROVAL OF STORMWATER MANAGEMOT / N roject No.: 1608 p°` �' CCMTROL N -To It Code Ise �6 ' o Date: �' 19 - ESTATES AT Approv a by: ROYALTON o pli a o O ;o a Royalton Row GROSS FLOOR AREA = 4,4-14.S5 SQ.FT. Mattituck,NY 11952 Z s `,!o ����rR�GA�Rv���I I LOT 5 SITE DATA: o05 Town of Southold,Suffolk County,P 4 I 0 • 1 O I ` SUBDIVISION MAP: ESTATES AT S.C.T.M#: 11P 61 O O�I I N ROYALTON AT MATTITUCK, TOWN OF 11 .� 4 co 1 \ SITE POLAN NFORMATION TAKEN2FROM 1000-113-07-19.34 r II I \ \ SURVEY PREPARED BY YOUNG * YOUNG LAND SURVEYING 2-21-17 Z � Architect of Recor w� p P�•� - AREA = 31,694 SQ.FT. (0.7275 ACRE) U m wu� PSP EyaP� p O I ato �p� p��� O n TEST POLE DATA TAKEN FROM PROPOSED SANITARY SYSTEMS SHALL BE IN Nicholas A. Ver( 1 C+ as u ti \ YOUNG $ YOUNG SURVEY ACCORDANCE WITH THE STANDARDS FOR 11 II ws OCV DATED 4-4-16 Architect PC C� I APPROVAL OF PLANS AND CONSTRUCTION FOR �� Ca II I► n SEWAGE DISPOSAL SYSTEMS FOR SINGLE f-. O a N FAMILY RESIDENCES DATED DECEMBER 2-1, 2017 120 Mill Road O p0 �y I TEST HOLE tt1 TEST HOLE #2 Westhampton Beach,NY 11978 EL. ti PROPOSED SANITARY SYSTEM T:631-288-1404 0 S88 38+09»E _ _ 001 �0-O UBEDROOM HOUSE - NO GARBAGE GRINDER F:631-288-0549 E:nveroarch@ac 46.8 EL- 1 ^� 0. LLON SEPTIC TANK 175.00 E!-4 l I PRE-CAST CONCRETE ASEPTIC TANK SHALL BE SILTY ` LOAM WATERTIGHT INCLUDING ALL INSERT PIPE Date Scale BANE) SILTY p VACANT LAND AMY SAND (2) - 5'-0"FITTINGS DIAM. x q'-O" DEEP LEACHING POOLS 1-8-18 1"=40'- (50% EXPANSION) N SITE PLAN ASSESSMENT: Drawing Title i SQUARE FOOTAGE: SITE PLAN LOT 5 LOT AREA 31,694 SQ. FT FIRST FLOOR 2826 00 SQ FT B 17- E PLAN GARAGE 530 00 SQ. FT SAND � ! SAND � COVERED PORCHES 765 25 SQ. FT Drawing No.: GRAVEL I f GRAVEL REAR DECK 373.33 SQ. FT W E 11 SCALE: 1 11 =40'—O" �I PROPOSED LOT COVERAGE: l LOT AREA: 31,Gq4 SQ FT. HOUSE, GARAGE, PORCHES, DECKS = S .4494.58 SQ FT. / 31,6g4 SQ.FT. x 100 1170, 17 0' - 14.18% _ Notes Std►^+'0LX C0U<,i�DEP,Q;iMMKME� �-ay' i TWAn!T1 S�z�•ICES —\ lJ No. Date Description N q A DATEM88-20 2018 wpm Y�=a IT EXPIRES_'1 SP'Er-M 4_+BI lS o RUO-24 DA T=,OF APP— OVAL Cleanout must be installed on the Seal / Signature septic tank inlet waste line.AII'utilities require a 5ft minimum separation to / the septic system. �C�a ®A�G�,� Is hazy CD y_1 ��+ 2a 5 >o b ` oject No.: 1608 °F_P° ESTATES AT - �d'� I-V 3"x5" SGZ)H5 AREA ROYALTON Royalton Row GROSS FLOOR AREA = 4,4c14.55 SQ.FT Mattituck,NY 11952 z eER`/�ce Town of Southold,Suffolk County,NY o Z w o ��EGSR�cP'O �I LOT 5 SITE DATA: O CO SUBDIVISION MAP: ESTATES AT ROYALTON AT MATTITUCK, TOWN OF I O SOUTHOLD SCTM 1000-113-07-19.23 1000-113-07-19.3-5-34 .4 co I 1 51TE PLAN INFORMATION TAKEN FROM JJ I SURVEY PREPARED BY YOUNG # YOUNG LAND SURVEYING 2-21-17 AREA = 31,694 50.FT. (0.7275 ACRE) Architect of Record O O I ` - TEST HOLE DATA TAKEN FROM PROPOSED SANITARY SYSTEMS SHALL BE IN Nicholas A. Vero, YOUNG 6 YOUNG SURVEY ACCORDANCE WITH THE STANDARDS FOR < DATED A-4-16 APPROVAL OF PLANS AND CONSTRUCTION FOR Architect, PC. moi, II I s CO � I� Wio SEWAGE DISPOSAL SY5TEM5 FOR SINGLE , ti FAMILY RESIDENCES DATED DECEMBER 29, 2017 120 Mill Road CD I TEST HOLE #1 TEST HOLE #2 Westhampton Beach,NY 11978 PROPOSED SANITARY SYSTEM: T:631-288-1404 EL 46 e > » 00EL 1 ' 00, 5 BEDROOM HOUSE — NO GARBAGE GRINDER_ _ 888o 38 09 E _ _ 46 4 I I I USE. (1) - 2,000 GALLON SEPTIC TANK F:631-288-0549 E:nveroarch`i aol.com e- _ 175.00' EL ' I P SILTY LOAM RE-CAST CONCRETE SEPTIC TANK SHALL BE Date Scale WATERTIGHT INCLUDING ALL INSERT PIPE VACANT LAND OANY SAND FITTINGSIL 1-8-18 111=401-011 (2)- 8'-0" DIAM. x q'-O" DEEP LEACHING POOLS (50% EXPANSION) SITE PLAN ASSESSMENT: Drawing Title N SQUARE FOOTAGE: SITE PLAN LOT 5 LOT AREA 31,694 SQ. FT FIRST FLOOR 2826.00 50. FT. GARAGE 530.00 50. FT I 7 E �� SAND 4 SAND # COVERED PORCHES 765 25 SQ. FT- F. DraWln9 No.: GRAVEL GRAVEL REAR DECK 373.33 SQ. FT �-�` Lf E PROPOSED LOT COVERAGE: I w LOT AREA: 31,694 SQ.FT. 1 A' 1 5 �� HOUSE GARAGE PORCHES DECKS = 4494.58 SOFT % 31,694 5Q.FT x 100 S 17.0' 17 0' = 14.15% 1 _ T - s 1 DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN_APPR+OVED. APPROVED AS NOTED Flower door and ductwork DATE. ' Sf g,p 3 testin required. FEE: P BY:-dw:77- q ed. NOTIFY BUILDING DEPART TAT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: Must provide Manuals 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE D, J and S as per 2. ROUGH - FRAMING & PLUMBING NYS Energy Code 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE Fire separation REQUIREMENTS OF THE CODES OF NEW required as per YORK STATE. NOT RESPONSIBLE FOR NYS Code DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PLACAROING REQUIRED SOUI60 WiBA--, ® PLUMBER CERDI-iu,- ON LEAD CONTENT Bb- . . CERTIFICATE OF OCCUPA�� SOLDER USED IN WATER SUPPLY SYSTEM CANNOT OCCUPANCY OR EXCEED 2110 OF 1% LEAD. USE IS UNLAWFUL PLUMBING, WITHOUT CERTIFICATE ,ALL PLUMBING WASTE T� WATER LINES NEED II OxvB1 FORE COVERING OF OCCUPANCY All exterior lighting DRAINAGE INSPECTIONS ARE REQUIRE® installed,replaced or Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification repaired shall conform that the drainage has been Installed to Code. to Chapter 172 of the Town 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 SPECIFC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(J)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(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 THELENDING 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 IIQOI tel. 651.127.2505 fax. 631."12"7.0144 admineyoungengineering.com Ile Howard W. Young, Land Surveyor Thomas C. WOlpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert 0. Tast, Architect Robert Stromskl, Architect r / / HEALTH DEPARTMENT USE r TEST HOLE Q� FROM FILED MAP QhEJ / 0.01 SILTY SAND LOAMY / 5.0' ` (�QcQnt // l WATER IN O / PALE BROWN FINEj ND 766.65' TO COX NECK ROAD ► Ra�74 63� O ` // 1 / ry '� � Sr"�/pq��O 4e � � •� �1J v m SURI/EYOR 5 CERTIFICATION o In •I1.40 ry° Sr� 0 ► LLJ 4` \ r \ _ V 35.96 y "mo o ?sem I i D ?3? 4cb \ N i I 10 owl Kil n 1 C�•� U m w �o A 0 \ W BSc HOARD W. YOUNG, N.Y.5. L.5. NO. 458x3 \O a D4)� �� o MAP PREPARED AOR fi� s \, �J mg �� 55 COX NECK ROAD REALT`r, L.LC <3 ��`op, '� � \ LOT 5 "E5TATE5 AT ROYALTON" at Mottituck, Town of Southold Suffolk County, New York N BUILDING PERMIT PLOT PLAN \ County Tax Map DiBtFict 1000 Section 113 Block 07 Lot 11.34 o y MAP PREPARED SEPT. 27, 2018 -'�-_ - - -- Record of Revisions REVISION DATE SITE DATA -04 a AREA = 31,105 50. FT. 0 } • 5UBDIV15ION - "E5TATE5 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 (1x88) JOB NO. 2018-0180 * FINISHED FLOORS ELEVATION TO BE VERIFIED BY ARCHITECT DWG. 2005_0513_0005_2018_0180_bp OF I NAILING SC DUH DESIGN GOl"IPLIES WITH 2015 INTERNATIONAL BUILDING GODS WITS-I TI-IE NYS 2017 UNIFORM CODE I IN COMPLYING wn/ R3xl.l IRC 2-015 cs 2=17 OF FOUNDATION MATERIALS „ I_I n PRESUMPTIVE LOAD-SEARING VALUES SUPP GENERAL NOTES; LEMS 2016 SUPPLEMENT TO THE NYS ENERGY CONSERVATION CONSTRUCTION CO IDE I. ANLL CONSTRUCTION IS TO CONFORM TO N.Y. STATE AND LOCAL BUILDING NUMBER AND TYPE CODES. ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING 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 OF FASTENER'°�` LOAD-SEARING i n REQUIREMENTS. 48dhox(2'/,"x0.1131or GLASS OF MATERIAL PRESSURE (POUNDS RIDGE AS NOTED INSTALL I/4 W 2G> GAUGE GALVINIZED 1 3. ;ALL ELECTRICAL WORK 15 TO CONFORM TO LOCAL, N.E.C. AND UNDERWRITERS 38dmrrurlon(2'/,"x 0.1311;or PER SQUARE FOOT) ON PLANS �` STRAPPING @ 16" O.C. W/2-8d NAILS @ EA. END REQUIREMENTS. 1 Blockirrgbehveenceili q joistsortafterstotopplate Toe nal 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD 3I"x 0.1(3"x(11281;or PRIOR TO CONSTRUCTION. NOTIFY THE ARCHITECT OF CONFLICTS OR 33"x 0131"nails \" MIN. 12" SEARING ON RAFTER SURFACE DISCREPANCIES. 38dbox(2nl(2'Q1xQ1311;cx CRYSTALLINE BEDROCK 12,000 PSF S. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE 2 Cetlingjoiststotopplate Perjoisttoe natl C ALL UPLIFT CONNECTORS OVER SCALED ONES. LARGER SCALE DETAILS SHALL TAKE PRECEDENCE OVER 3tortbox(3"x 0.1281;or SEDIMENTARY AND FOLIATED ROCK 4,000 PSF 33"x Q 131"rolls INSTALLED TO PROVIDE I CONTINUOUS LOAD PATH FROM SMALLER DRAWINGS, IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR TOP OF RIDGE TO FOUNDATIONCe ling joist not attached to pwJlel rafter,lapc mer 410xbox(3"xQ1281;or A COMPLETE JOB IN ALL RESPECTS. 3 partitions[see Sections R80231,R80232and Table 316dconumn(3'/z"x0.162');or Facenail SANDY GRAVEL AND/OR GRAVEL (GW 4 GP) 3,000 PSF 50 THAT NET UPLIFT VALUE AT 6. THE ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES TO THE DESIGN. THE R8025.1(9)1 43"xQ131"nails ARCHITECT 15 NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. P OF WALL DOES NOT EXCEED 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING ALL Ceilttp;j°istattaclxxitoparallelrafier(IIC'djoint) SAND, SILTY SAND, CLAYEY SAND, SILTY CO PLF WORK DURING CONSTRUCTION AGAINST BREAKING, COLLAPSE, DISTORTION AND 4 IstN6ectionsR80231 andR80232ard Table TahleR6O25.1(9) Face nail GRAVEL, AND CLAYEY GRAVEL 2 000 PSF CONNECTIONS CAPABLE OF MISALIGNMENT ACCORDING TO ALL CODES, STANDARDS AND GOOD PRACTICE. RBO25.1(9)I PER TABLE RS (SW,SP,SM,SC,GM,4GC) WITHSTANDING 325 POUNDS AS S. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS AS PER N.Y.5. CODES. 410dbox(3"xQ128');oR802.11 OF 2x'15 IRC a. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL 5 Collareeronfter,face railorl/�"x ZOga ridgestrapw 31Odconurion(3"x 0.148');or Face nail each rafter CLAY, SANDY CLAY, SILTY CLAY, CLAYEY MANUFACTURERS REQUIREMENTS. 43"x(1131"mails SILT, SILT, ! SANDY SILT (CL,ML,I"1I-1,*CH) 1,500 PSF 10. CONCRETE IS TO HE 30^!' P.S.I. MIN. ON 1 TON PER SQUARE FOOT SOIL 316ttxxr rts(3'/,"x(1135'):or RIDGE INSTALL IED"W 24> GAUGE BEARING CAPACITY. PORCHES, CARPORT SLABS AND STEPS EXPOSED TO 31Odcomrtonrails(3"x0.148');°r 2toerkdlsonorlesideandltcet,.ul ADJUSTABLE LIGHT ROOF RAFTERS AS GALVINIZED STRAPPING @ I(o" O.C. s Rarter.rrooftrusst.plate ."opposite side areach raRer.r ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ( ) w/a-ad NAILS @ EA. END MIN. 12" WEATHER, AND GARAGE SLABS TO USE 3500 P.S.I. MIN. CONCRETE. VERIFY 410dbox(3"xQ126');or trtas5 HANGERS LSSU210 NOTED ON PLANS - SEARING ON STUD SURFACE SOIL HEARING CAPACITY IN FIELD. 43"x01;31"nails 1t. DOUBLE FRAME AROUND ALL OPENINGS, LINDER PARALLEL PARTITIONS AND 416d(3'/,"x 0.135'):or (AS PER RESIDENTIAL CODE OF NEW YORK STATE SEC, R301.7) STRAPPING 0 CATHEDRAL - _ I UNDER BATHTUBS. 3-10dcorr"rxm(3'/,"x(1148'):or NAILS �I TO BE 12. SIMPSON "STRONG-TIE" CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL 4-1 Eld box(3"x Q 128');or toe nal (RAFTER TO RIDGES I NAILED TOO TOP PLATE 1 i LOAD CARRYING CONDITIONS. 7 Roof rafters to ridge,valley or hip ntftersorroof rafter 43"x(1131"nails STRUCTURAL MEMBERS ALLOWABLE DEFLECTION SCALE: %2"=I'-O° 13. ALL FRAMING LUMBER TO BE DOUG-FIR #2 FB - 1160 PSI, E-1.4M. PSI tominimurn2"ridgeixam 316dbox 31 "x 0 135 1:or 14. ALL HEADERS 4 GIRDERS TO BE DOUG-FIR #2 FB - 1250 PSI, E=1.7M. PSI 2-16dcorrn,ton(3'/z"x 01621;or Erxl,k] 15. ALL LUMBER THAT COI IE5 IN CONTACT WITH CONCRETE WILL BE ACQ PRESSURE 31 Edbox(3"x0.1281;or RAFTERS HAVING SLOPES GREATER THAN I TREATED LUMBER. 33"x(1131"nails 3/12 WITH NO FINISHED CEILING ATTACHED 11-/100 16. ALL EXTERIOR DECK FRAMING SHALL BE ACQ TREATED LUMBER, wall TO RAFTERS Ca Z I i 17. THE ARCHITECT ALLOWS ONE STRUCTURE TO BE BUILT WITH THIS SET OF 16dconunon(3'/z"x0.162') 24"ac face nal 24" :tlIN. ROOFPLANS, WITH ONE BUILDING PERMIT. THE ARCHITECT SHALL NOT BE INTERIOR WALLS AND PARTITIONS H/It30RESPONSIBLE FOR ADDITIONAL STRI_!CTURES BUILT USING THESE PLANS. 8 Stud tostudb,otatbracedwallpanels) IOdbox(3"x 0128');or ICE HIELD IB. PREFABRICATED FIREPLACES AND FLUES SHALL BE U.L. 127 APPROVED. 3"x(1 131"nails 16"nc fa snail FLOORS AND PLASTERED CEILINGS L/360 16d box(3'/"x 0135');or S-2 la. ALL HEADERS NOT NOTED ARE TO BE (2) - 2" X 12". z 12"o.c facenail ALL OTHER STRUCTURAL MEMBERS L/240 „ X 3„ Stucitosnadardahuttingstudsatirxersectingwallcomers g"x(1131"nails INSTALL HOEDOWNS @ ALL 20.5RIDGING TO BE EITHER OF SOLID, 1 OR 18GA. CROSS BRIDGING, NOT TO 9 (at braced walIpanels) EXCEED 8'-0" O.C. (Odcomnx�n(3/,"xQIG21 I6"ac face nail EXTERIOR WALLS WITH PLASTER OR STUCCO 1•,1/360 OPENINGS OVER W-011OR 21. PROVIDE DAMPROOFING AT ALL EXTERIOR FOUNDATION WALLS. 16d orntrm(3'/,"xQ162') 16"o.c.each edge fire ail FINISH WITHIN 27" OF CORNERS 22.ALL FLITCH PLATES, L.V.L.'S AND GIRDERS ARE TO BEAR ON SOLID WOOD 10 Built-uplleader(2"to2'IieaderwiUl'/,",.,I cerj 16x'1,1(3/,"x0.1;35) 1'2"aceach edgcface nail EXTERIOR WALLS-WIND LOADSIA 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 @ B'-O" O.C. 5-8dbox(2/,"x0.113',;or 24.INTERIOR BEARING WALLS ARE TO BE BLOCKED @ 4'-0" O.G. I1 Continuous header to stud 4-8dcomn(3"x /z"x 0131');or Toe nal 25.STEEL ASTM A-36 PAINTED, BOLTS AS NOTED (A307), WELDS-E70XX, 4dconu (3"x01281 EXTERIOR WALLS-WIND LOADS[A WITH ICd L/120 I n IEdcurrurxm(3`/,"x(1162') 16"ac tacerail FLEXI8LE FINISHES REINFORCEMENT ASTM GR. 6_. 26.RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR 12 Topplatetotoppiate II'M hox(3"x 0.128');or 12"ac face n-»I NOTE, L-SPAN LENGTH, H-SPAN HEIGHT. ADMINISTRATION OF THIS PROJECT. 3"x 0131'nits 8-IEdconamn(3'/z'x 0162');or A. THE WIND LOAD SHALL SE PERMITTED TO BE TAKEN AS C17 TIMES 1 z NO S!IBSTITIjTIONS: Double top platesp]iceforSDCsA-Dzwithseismicbraced 12-]6clbox(3'/,"x0.135');or THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE wall line spacing,25' 12-1 Od box(3"x 0.128');or Face rail on each side of enljoiru DETERMING DEFLECTION LIMITS HEREIN, INDICATED IS "SIMPSON STRONG-TIE". NO SUBSTITUTIONS ARE APPROVED OR 13 12-3"x0.131 Trails (nirrinnmr24"lap splicelerpnheach MINIMUM ROOF LIVE LOADS to STRAPPING INSTALL ly4W - GAUGE INSTALL 5 0 CON HDI 12 sidcofcrdjoint) GALVINIZED @ 16" O.G. W/3-8d HOEDOWNS @CORNERS I AUTHORIZED DUE TO THE RELATIONSHIP OF FRAMING HARDWARE TO THE OTHER Double top plate splice SECsD„D,,orDrand bracedw'alt NAILS @ EACH END TYPICAL @ BETWEEN FLOORS I II SUBSTITUTIONS 12-16x(3,, x0.13:11 IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION) HEA ER AS OTED COMPONENTS OF 7HE STRUCTURE, ANY FRAMING HARDWARE SJBSTIT..TIONS WILL line spacing ( �" RENDER THESE PLANS NULL AND VOID AND WILL RESULT IN THE INSTALLER / _._.-...___.._____ 22 ALL HEADERS IN EXTERIOR WALLS) CONTRACTOR ASSUMING RESPONSIBILITY FOR THE DESIGN AND PERFORMANCE OF ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER"' SPACING AND LOCATION INSTALL lED R PPI GE THE ENTIRE SYSTEM. W/3-Bei NAILS @ EA. END MIN. 1211 GALVINIZED STRAPPING @ 16" O.G. I TRIBUTARY LOADED Ifxi unrnrxm(3/,"x Q 162) 16"ac face nail AREA I N SQUARE FEET Botiornllatetojaist,imjcast.tknxij<rist or JACK STt!DS ' I-' ENERGY NOTES: 14 blmking(notatbracedwatlpanels) IExitxx(3/,"x0135');or 12"ocfacenail FOR ANY STRUCTURAL -1 Ll 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF Yx0131"rails ROOF SLOPE SEARING ON STUD S_RFAGE 3164 box(3'/,"x 0.1:35');or 3 each 16"ac face nail MEMBER THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE LATEST EDITION AT Bottom platetojoistrimjoisthandjoistor KING STUDS i THE TIME OF PERMIT APPROVAL. 15 Nock!ng(at braced wall pane!) 2-16dcarnnon(3/,"xQ162');or 2each 16"o.cface nail RISE 4 INCHES PER FOOT (1,3) TO LESS 45 _ 2ND FLOOR 2. EXTERIOR DOORS AND DOORS TO GARAGE 11 _ .40 MAX. 43"x(1131"nils 4each 16"o.cface rail THAN 12 INCHES PER FOOT (lel) 3. WINDOWS AND ALL GLASS U - .58 MAX. 4Bid box(2'/,.x0113');or C" I 4. ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION 316dbox(3'/,"xQ135');or WINDOW OR DOOR AS NOTED. - AIR. 150-200 G.F.M. FLUE TO HAVE TIGHT SEATED DAMPER-MAX. AIR LEAKAGE 4-8dcomrnon(2'L,"x(11311:or Toenail NOTE: ALL WINDOW AND DOOR S-3 20 G.F.M.. 4-10dbox(3"x 0128');or GLASS TO COMPLY WITH R.G. OF 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE SIZE, 16 Top orbottomplate tosttrd 4-Yx(1131"rails MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS N.Y.S. SEG RE FOR SAFETY DESIGN AND TYPE OF MECHANICAL SYSTEM WHICH WILL BE USED IN SUFFICIENT 11 316dhox(3/,"xQ135'1;or (IN POUNDS PER SQUARE FOOT) GLAZING WHEERE APPLICABLE DETAIL AS 15 REQUIRED BY THE BUILDING DEPARTMENT. 2-1Cxicontroon(3'/z"x 0.162'):or Ertdnail 6. ALL THERMOSTATS SHALL HE ADJUSTABLE 45-75 DEG. F. FOR COMBINATION 3 10d box(3"x 0128');or HEATING AND COOLING THERMOSTATS THE RANGE SHALL BE 45-85 DEG, F. 33"x(1131"rolls 7. COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE310dtxix(3"x.(1128');or USE LIVE LOAD A MINIMUM COMBUSTION EFFICIENCY OF 75% AND SHALL HAVE STANDBY LOSSES 17 Top plates,laps atcomemand lrtersections 2-16dconunon(3'/,"x 0.1621:or Face rail INSTALL SIMPSON HDU2 STRAPPING INSTALL 1E,,„W 20 GAUGE HOEDOWNS @ CORNERS LE55 THAN THE CODE SPECIFIED MAXIMUM BASED ON ACTUAL EQUIPMENT SIZE. 33"x 0131"rails GALVINIZED @ 16" O.G. W/3-8r1 8. INSULATE ALL PIPES AND DUCTS AS PER CODE. 38dbox(2'/,"x(1113'):or EXTERIOR BALCONIES 60 OF FOINDATIONDUCTSa. WATER SERVICE TEMPERATURE CONTROLS SHALL HE SET AT 140 DEG. F MAX. 2-8d2'/"x 0131');or NAILS @ EACH END (TYPICAL @ EXTERIOR WALL SHEATHING conunon( 10. ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT 18 1"brace to each stud and plate z Face roil DECKS 4n ALL HEADERS IN EXTERIOR WALLS) I 2-l Od box(3">:(1128');or HOT WATER FLOW TO A MAXIMUM OF 3 G.P.M. @ 60 P.S.I. PRESSURE. 2staplesl%" ATTICS WITHOUT STORAGE 10 11. HVAG COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH TABLE 4-6 38d box(2'/"x 0.11'•');or INSTALL HOEDOWNS @ ALL - ^ 1 n OF THE ENERGY CODE: MIN. EER (EFFICIENCY) SHALL BE AS SPECIFIED IN 2-8daxrnion(2'/"xQ1311;or ATTICS WITH STORAGE 20 OPENINGS OVER W-n" OR Cs Z INSTALL 1/� WI 2r' GA1_'GE TABLES 4-8, 4-1), AND 4-10 OF THE ENERGY CODE. 19 1"x 6"shiatlung_to each bearing Od z Face nail _ - 12. THERMAL TRANSMITTANCE VALUES SHALL NOT HE GREATER THAN THE VALUES 2-lailm I"cr 0.128');ore ROOMS OTHER THAN SLEEPING ROOMS 4n WITHIN 27" OF CORNERS 1 GALVINIZED 'STRAPPING @ 16" O.G. 2saplea i"crown 16ga,1"/""long `, W/3-8d NAILS @ EA. END MIN. 12" TABULATED IN TABLE 5-1 OF THE ENERGY CODE. 3Sri box(2'G"xQ113);or SLEEPING ROOMS 30 BEARING ON STI_'D SURFACE 4 13. ALL MATERIAL CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A 3,8dcommon(2'/z "x 0.131');or MIN. Co" BEARING ON BOX BEAM VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE OF INSULATION. 31(Id box(3"x(1128•);or STAIRS 40 14. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR 3slaples,l"cnawa 16ga,1'/,"long INSTALL "SIMPSON STRONG-TIE" _ Z CONTINUITY OF INSULATION AT PLATE LINES, BAND JOISTS AND CORNERS. GUARD RAILS/ HANDRAILS 20 20 1"x8"and wider sheathing to each bearing Widerthan l"x 8" Face nail DSP TIES @ 32" O.G. W/ 1:0- 10d' a a � � INSTALL "SIMPSON STRONG-TIE" NAILS PRIOR TO SHEATHING r, ARCHITECTS STATEMENT: 48dbox(2/,"x(1u31;.r ---- I, NICHOLAS A. VERD, ARCHITECT, STATE THAT TO THE BEST OF MY 38dcot"rttonl2'/z'x(1131');or WEIGHTS OF MATERIALS (DEAD L�JADS� ° ° ° ° ° DSP 71E5 @ ,32 O.G. W/ IC'- 1('� I I a a NAILS PRIOR TO SHEATHING 31(kltxrc(3"x Q1281:or a a d KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT THAT THE PLANS AND 4staples 1"crown 16ga,1'/,"loog (AS PER RESIDENTIAL CODE OF NEW YORK STATE SEC. R301.2.2.2.i) ° ° ° a ° a ° )) SPECIFICATIONS CONTAINED IN THESE DRAWINGS COMPLY WITH THE N.Y,5. ENERGY Floor ° ° ---------- TERMITECON5ERVATION CONSTRUCTION CODE. REFER TO RESCI-IECK COMPLIANCE REPORT ° ° ° ° ° SHIELD OVER SILL SEALER 48dtxax(2'/z"xQll3'):or ! a ^ UNDER TREATED SILL PLATE AS PER FILED AS PART OF THE BUILDING PERMIT APPLICATION ATTACHED TO THESE AVERAGE DEAD LOADS SHALL NOT EXCEED 15 PSF (n.72kN/m ) FOR e ° - Z I 38dconunon12'/z"x(1131');or s ° , .4 ° I� SECTION RBIS OF THE 2015 IRC I O CONSTRUCTION DOGIJMENTS, 21 Joist to sill,top plate or Order 310dbox(3"xQI28i;or Toe nal ROOFS/CEILING ABSEMSLI£5 OR 1G^ PSF (G�.4B kN/m ) FOR FLOOR ° e a a ASSEMBLIES, EXCEPT AS F''RTHER LIMITED 8Y SECTION R3!'1.2.2. DEAD m d a a a U 33"x(1131"nails a ° s \. o LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED THE FOLLOWING- a ° ° ° 4 'L3 Rim'olst bandjoist or blocking to sill or to 8d box(Z'/z x 0113'1 4"o.c toe nail a a ° 6/a"� DIA. ANCHOR BOLTS @ 32" O.C. 22 J j > p 8dcornrnon(2'/,-"x 0 „I or ° ° a n d plate(roof applications also) I0dbox(3"x(1l281:0r 6"o.c.too nail POUNDS PER (7 EMBEDMENT) W/ 3 X 3 SP THIS PROJECT COMPLIES WITI-I THE 3"x0.131"mals WALL TYPES SQUARE FOOT ( ) � MECHANICAL CODE OF NY STATE, (PSF) I- 11 11 O O CHAPTERS 12 THROUGH 24 THE 38dtmx(2/2xQ113');or �-I'JLDJWN CONNECTIONS C� OPENINGS as WASHER I'-G?" FROM CORNERS .� OVER h O OR W 1 TH I N 27 OF CORNERS ch r 2-8d corranon;2/,"x Q 1'31');or /�/� PLUMBING CODE OF NY STATE 23 1"x 6"srrbflcmrorlesstoeachjoist Face rail 14O O O C ^ IST FLOOR 4 SILL � r 310clhox(3"xQ128');or EXTERIOR LIGHT-FRAME WOOD WALLS 15 PSF ■ SCALE, I " '- " HOEDOWN CONNECTION 1 •� O CHAPTERS 25 THROUGH 32, THE 2staples 1"crown 16ga,1'/,"long (0.72 kN/m ) /2 =i O G ELECTRICAL CODE OF NY STATE, @ CORNERS EXTERIOR LIGHT-FRAME GOLD-FORMED 14 PSF i � I CHAPTERS 33 THROUGH 42, ITEM DESCRIPTION OF BUILDING ELENENTS NUMBER AND TYPE OF FASTENER" SPACING AND LOCATION STEEL WALLS (0,67 kN/m') rj-L} U Floor SGALEe 5 316dtxrx(3'/,"x QI35');cm INTERIOR LIGHT-FRAME WOOD WALLS 10 PSF ■ 1 I i 24 2"suhflrxx tojoist org rcier 2 1 Ed common(3'/,'x 016?-') Blirxt and fa a nail (0.40 kN/m ) U 25 2"planks(plank&beam-floor&roof) A t each hearing face nail 316d box(3'/"x 0135);or z STEELOR WALLS HT-FRAME GOLD-FORMED S PSF 0.24 kN/m � I p' 21&i common(3'/"x0.162') ( •) TYPICAL W 1 N D UPLIFT. . 310box(3"xCA a /,"x(1.162, LATERAL t- SHEAR COW 4 ECT I ONS 4-lObox(3"x 0.128")or „ t30 PSF �+ 26 Band ordinjoistlnjoist Frdrail 1] THICK MASONRY WALLS a 43"x0.131"naitsnr (3,133 kN/m ) O 43"x 14gastalim'gn"ctuwn '� Nalleach layerasfollows 32"ac. 6" THICK MASONRY WALLS 35 PSF ■ SCALE: 3/,q"=I'-O° > ZOd cornn,on(4"x 0.1!)2');or (4.07 kN/m ) at top and bottom and staggenri. SIMPLIFIED WALL S�-I E A T I-I I ILII G I Od box(3°x El 1 z8');or 24"a c fare nail at top and botmn, Built-up girders ant bearrLs,2-inch lornber X x Q 131"nails staggered on opposite sides I i � PRESSURE NAILING ZONES 27 layers And GLAZING PROTECTION FROM WIND-BORNE DEBRIS RESIDENTIAL STRUCTURES WITH TRUSS O 1 00 2-20dcorru,xm(4"xQ192'):o ) I 3lodbox(Yx01281;or Face railatends and ateach splice TYPE CONSTRUCTION, PRE-EINIIGINEERED I 33"x 0.131"nailsTIMBER NOTE, PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF FASTENERS AS NOTED WOOD CONSTRUCTION AND/OR 4-16dbox IV,"xQ135');or 7/iq" AND A MAXIMUM SPAN OF a3'-0" FOR EVERY WINDOW. PANELS 1N SGtIEDULE ABOVE CONSTRUCTION FOR NEW DWEILLING AND/OR 31E comnnn(3'/,"xQ.16z');nr ANY ADDITION ALTERATION A SIGN OR U 28 f,mgersnips"pportingj°'sts°r''ftc"s 410dbox(3"x 0.128');or Ateachj.istorrafter,faceoul SHALL BE PRE-GUT TO COVER THE GLAZED OPENINGS, LABELED, WITH r O 0 4-3"xQ131"nails APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE SYMBOL DESIGNED IN ACCORDANCE WITH wlNDow PLYWOOD AS NOTED TITLE lq NYCRR PART 12(05 SHALL BE � �-+ z 29 Bridgingtojoist 2-10d(3'x0.128') Each end toe nail SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. GLASS AFFIXED TO ANY ELECTRIC BOX ATTACHED SPACING OF FASTENERS IN DESCRIPTION NUMBER AND Intermediate ITEM OF BUILDING ELENENTS TYPE OFFASTENERi4c Edges supports" E EXTERIOR OF THE STRUCTURE FOR FIELD INSPECTION, Seal Signature ^ (inches)" limhes) I 5 FASTENER TYPE FASTENER SPACING HTTP://WWW.DOS.NY.GOV/DCEA/NOTICADOPT.HTML#TRUSS Wood structural panels,subfloor,roof and anterior wall sheathing to framing and particleboard wall sheathing to framing WINDOW VERTICAL t t-IORIZONTAL /1 pry I [see Table R6023(3)for wood structural panel exleriorwalisheathing towall framing] PANEL SPAN PANEL SPAN PANEL SPAN SILL STIFFENER SIMPLIFIED ROOF SHEATHING 6' DIAMETER '� E j 6dctmnx,n(z"xo.11s1nail(Snhalx,rwal)' 6 12 S 4'-0" 4'-ro' 6'-31 PRESSURE � NAILING ZONES 1kn!i '7�I U I a z &1 comnxm(2""-01311 nail(r,nf) QO�g 6 D' 31 `/:," I" 8dcormmnneil(2'/,"x 0131') 6 12 262" #0 WD, SCREWS 11 " �� V I6 IO F3 -------- ------------- (� ", U I IOd conm,on(3"x QI-181 nail:or �,,� tg32 1'/a"-1'/4' 8d(2'/,'x a 131)detrr„redrail 6 12 3 1 l '* / REFLECTIVEI I `/ WHITE Other wall sheathings 11 - --- REFLECTIVE RED 5 5 I 21/ #10 WD, SCREWS PLYWOOD STORM PANEL - T ------------------�--- --I PANTONE ftltS7 2 n n n "SHUTTER"U U 33 /,"stnKmr-alcelhilrnicfibe mrl 1/,'galvanizrYlrrxlfiry;nail, /,,,"head 3 6 16 i2 �1 SHUTTER DETAIL I I I �J sheathing diameter,or 1"crown staple 16 ga,1/4"long \ O / �, , t 0 34 zi/�"shr"charalcellidosic t'/,"galvaruzcclrcx>firy;nail '/,""tx�addarur 3 6 I \ / v I +, � `�• fibedl><-ard sheathing ter,or 1'cmwc staple'6ga.1'/,"long 262" I/4" LAG SCREWS 16" I6" I roll I 1011 ------------ 1 Fr 35 '/,"gy}nurns}reatfrinf+' l/,"galvanizedixx)riQ,, ail:staple galvanized, 7 7 I I\ 1 U Pro ct No.: 1608 ]'/,"long 1/4'srrmas Type W orS / I 1 fj' 1`/,'galva,uzed roofiry;roil;Staple galvanized. 14 0:�2 / a 36 '/a"gypsun,sheath g Is/a"long I'/„"scmws.TypeW orS 7 7 � / I R WALL SHEATHING NAILING !SCHEDULE �7 a lte~� Wood structural pa icslefc'mb '(Zns��2�ii 'aymenttoframing C 12 4" V.T.R. f4" V.T.R. 4" V.T.R. 1 (�I ' ---- �J---- i i i PRIVATE A1E 8d comrmn(2',',"x 0131)nab Jl� JI[_ J L� 1 �/ I T T �j �j r 8dcorrurx>n(2'2'x0131')nail;or I ROOF 1 1 // /\ I I 1 4 1 RESIDENCE 38 /a„_1" 6 12 (02/) r ZONE 5 ZONE 6 8ddefomred(2/,"x 0.1201 rail I BATH I BATH I M. BATH I / I I I0d corrrmon(3"x 0.148")rail;or BATH 2 I 1- ----/ ---------- Royalton Row Lot 5 39 1'/"%I'/,- 6 12 _- _ __ Mattituck.NY 8ddeformed(2/z"x 0.1201 rail I 2�_ _- " _ _ 2" 1 2 T'- i T -1-- I T T-- -_ 4 1 1 I I THE CONSTRUCTION TYPE X�' Town of Southold,Suffolk Count NY FIELD 12" O.C. 12" O.C. r- T I I I I ------ I I .. y 1 1 DESIGNATION SHALL BE I, STROKE I I I 1 1 I 1 1 . . . . I „ 12.1 I n I 'I 2 I I I I 1 I I I I I n, m, Iv OR v To 1 I 1 2'I I I 1 I I 1 v I I 1 1 INDCLLAASSI CLASSIFICATION OF T14Ei 2 I 1 2 2.1 I 2" 1 1 2" 2" 12" S.C.T.M #: 1 12" W.G. I u I W.G. 1 n I 1 W G l u 4 1 1 1 STRUCTURE TINDER SECTION DESIGNATION FOR STRUCTURAL 1000-113-07-19.34 EDGE 611 O C 611 O.C. W.G. 12" 12 12 1 12 2 -- L----- -- 1 1 6M OF THE BCNYS COMPONENTS THAT ARE OF TRU55 1 Tt)B I 1 T05 1 1--- 1 TYPE CONSTRUCTION SHINR. I i SN1W R. I 51-11W R. �� ALL E2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED „ I ' I I " I 2ND. FL. L3 1- ( 4 ) - - (4�_- ■ : Architect of Record 3 I ' 2 I 3 1ka' 2 I 3 1$j• 2 I 2 3„ lli" 1ki' 2' 1. FLOOR FRAMING,INCLUDING Vero, WITH 6d COMMON NAILS- 2" x IIY2" GA, - PATTERN AS 1 I 1 ■ ■ GIRDERS AND BEAMS Nicholas A. BUILDING I DILATED ABOVE, 3" I 3„ I POOL I 3„ ROOF S�-IEAT�--11NG NAILING SCS--IEDULE STANDARDSANDCODES FR" FLOORANDArchitect PC �_ PWDR, KITGHE BATH BATH _ 2" LN DRY 120 Mill Road TABLE R301.2(I) 12" 12" I 12" 12„ 2„ 12„ 12" 12" 3m 12 12" ZONE 1 ZONE 2 ZONE 3 ZONE 4 Westhampton Beach,NY 11978 T:631-288-1404 CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA W.C. 12" 3„ W G K.5, W G - - AREA CALCULATIONS F:631-288-0549 E:nveroarchcraol.com Dw wM wrl FIELD Date Scale t3" O.C. 12" O.C. 3" O.G. 4" O.C.. FIRST FLOOR , 2826 SQ. FT. SI-1 W-9 r 2288 SQ. FT. WIND SUBJECT TO DAMAGE FROM WINTER TGE-SHIELD AIR IST, FL. TOTAL x114 �. FT. 6/12/18 AS NOTED GROUND SEISMIC FLOOD WIND SECOND FLOOR SNOW SPEED DESIGN DESIGN UNDER-LAYMENT FREEZING LOAD FROSTLINE HAZARD EXPOSURE 3" lly° ' " 3' " (MPH) CATEGORY WEATHERING DEPTH TERMITES DECAY TEMP REQUIRED INDEX 2" 3:: 116• 2 3,1;' 2 2" EDGE ,1 11 11 " 3n 3n 3„ g 4 O.G. 6 O.G. 3 O.G. 4 O.C. 45 PSF ISO SUFFOLK SEVERE 3'-0" MODERATE SLIGHT TO SUFFOLK YES AS, PER B 599 2 _-) F.A.I. GARAGE 5S, SO. FT. Drawing Title MPH B TO HEAVY MODERATE 11 FEMA G,O. 3 c.o. c,o. 3" r ALL y2" EXT, PLYWOOD WALL SHEATHING TO BE SECURED COVERED PORCH 676 SO. FT` NOTES ll ll ROOF DECK WITH Od COMMON NAILS- 262 x 1064 GA. - PATTERN AS 126 SO. FT. NOTE, THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL- BUILDING 4' x.H.c.l. INDICATED ABOVE, om� CODE WITH THE NYS 2017 UNIFORM CODE SUPPLEMENT 4 2016 SUPPLEMENT TO THE NYS ENERGY 4To AN APPROVED SANITARY SYSTEM CONSERVATION CONSTRUCTION CODE Drawing No.: PLU r-IB I NG RISER D I AGRAT i N .T.S, 0 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 37'-10" II � II I I UNEXCAVATED r — 4" REINFORCED CONCRETE SLAB W/ 6 x 6 x W2.0 x I 1 N W2.0 EPDXY COATED WWM El —-------- ON VAPOR BARRIER OVER L — J —\ COMPACTED FILL I I 4'-O" 17'-b" 3'-8" t b'-O" 3'-B" 23'-0" LG45 t ' r I L — J 10" I �- 13'-4" I 10" 22'-6" 1 " 14'-4" I - - - - - v6 = X _ I ° I I 6 � 6 = 12"x12" POURED GO G. PIER I � A ON 24"x24"xl2" POURED 1 I I 1 I 07 GONG. FTG. ON VIRGIN SOIL- MIN 3fo" BELOW GR DE "1 I I I I � " 1 I I I � a i a � I �� � ••• I (TYPICAL) , 10 I 1 17 '4 1 1 1 5-8 3 8 41-001I f II - - - - - 'rte E - - W 12 x 26 STEEL GIRDER - - - - - - - - - - - - - - - - ` - - - r _ ' P-_ I W-4" ' 2" ( ► . (Y I "777 . 10" THK. 10'-0" HIGH '� Q U1 I I I I REINFORCED POURED = �• — (� CONC. FOUNDATION WALL ti W/ (2) #4 BARS TOP 4 tI► i I I I BOTTO ON 10" x 20" 2'-9" I 2'-b" 12'-4" 10". WIDE REINFORCED kl 2"x8"ACQ X POURE GONG. FOOTING- u I �N (3)- # BARS Cdl6 O.G. J I f- I CONTINUOUS @ 6" O.G. 4" P.C. Al N I- LEDGE -1 I to I I (Y ' L y2" GYP. BD. INSTALLED ON J io = UNDERSIDE OF FLOOR L =J ( -� -1 v rim U JOISTS AS PER SECTION aj X I 1 I > = Q R302.13 OF 2015 IRC :• - I tL N - rim 6 � � � L I •. ' ••f , I - 0 I X m BASEMENT =m X - . I _ m I I O m\� (4" P.C. SLAB) r t. X = •F m ( O I 1 6 -1 �-41-00 4" 5TL. COL. ON W 12 x 26 STE GIRD R I 1 36"x3 "xl5" P.G. FTG. — — J — — — — (TYPICAL) — — 2'-b" 2'-8" 12'-4° la I O I I I I L J ,4" P.C. I l O I �I "�, I 1 — W 12 x 26 STEEL GI DER — I I LEDGE I U r - - -I I I I I I o 12 x 26 STEEL GIRDER I L = = J I I r o - - - r I I T L — J L —I J 1 1 1^1 112 x 26 STEEL GIRDER a F — � I 1 I I 2xa cQ 4I 07 Q o ' Uy @I6" .c. �. ,. r- - - - - - - - - - - - - - - -� W 12 x 26 STEEL GIR ER XII Q" CIO — W 12 x 26 STEEL GIRDERU-N I I (() L - a J I 1 1 I � I II �I I L - 0 11 I I , � > j2"' GYP. SD. INSTALLED ON - _ UNDERSIDE OF 00 STAIR AS PER I N ——— ��� SECTION R302.13 ' = Q V I __— OF 2015 IRC h Q Vi UNEXCAVATED I X = X - _ 000 I '� I '-_ 5" REINFORCED CONCRETE SLAB W/ I ( O est to X ' _ —— X 1 PROVIDE MIN. 3FT. DEPTH �, O m m _ _ I AND NO LESS THAN 9 O -� 6 x 6 x W2.0 x W2.0 EPDXY COATED (dj _ m WWM ON VAPOR BARRIER OVER to -I r r mil W 12 x 26� STEEL GIRDER I SQUARE DETAIL TH 5PiCAL PAGE.) Z z COMPACTED FILL (TYPICAL) I I I m — —- — — I PITCH TO DOORS )6"/ FT. , ' '1 I �� p Seal / Signature I � � N � _ 1 L -,J = I g N x I `s I - s 1 m -ARE[ q� I I I I �- - - �� s Ant �'�• 20'-4" 10" I Ib'-8" X16'-8" 15'-4" 1o" �dJ�?�p\� h0� I I l _ . . LUa —DROP TOP OF REQ'D FOR O.H. DOORS 9,01 AS a — a I I Project No.: 1608 1 PRIVATE A RESIDENCE 07 I . O I I J Royalton Row Lot 5 - - � co @i W 12" b'-9" 12" 11'-0" N 12" 5'-O" I I Mattituck,NY Town of Southold,Suffolk County,NY S.C.T.M #: .. „ . • •' 7-7-:7-7 - � • ' • ' — —— –C3 _2" I ' A _GIRDER — — — 1 — — . .r , . , : • . . . .-O 1000-113-07-19.34 - - - - - - - - - - - — a\ — 5 — L=-J— TL — J L _j T_ - -.- - - - - - - - - - STRONG-WALL WOOD L — Architect of Record STRONG-WALL _ SHEARWALLS' ABOVE WITH 'HDG?8' CONCRETE WALLS SHALL BE Nicholas A. Vero, HOLDOWNS V EACH DAMPPROOFED AS PER R406.1 SIDE OF GARAGE 22'-0" 171-6" 151-0" 17'-O" BY APPLYING ANY ONE OF Architect PC PORTALS- SEE THE LISTED DAMP PROOFING , DETAILS PAGE 06 MATERIALS OR ANY ONE OF 120 Mill Road 12"xl2" POURED GONG. PIER THE WATERPROOFING FO U 1 � D .�y�- ( ON PLAN L /� N ON 24"x24"xl2" POURED MATERIALS LISTED IN SECTION Westhampton Beach,NY 11978 f� I �L� GONG. FTG. ON VIRGIN SOIL- R406.2 TO THE EXTERIOR OF T:631-288-1404 MIN 36" BELOW GRADE THE WALL SCALE: 11411=1'-O" (TYPICAL) F:631-288-0549 E:nveroarch n aol.com Date Scale 6/12/18 %411=1'-011 Drawing Title FOUNDATION PLAN Drawing No.: t� D-O i i I i i j i i I i i i I I i i i Ij 14"x14" LOADSEARING i FIBERGLASS COLUMN — — — — — — — — — — — — (TYP.) I i � 07 i` i 3)ft4 x1I�LYL IIl� 4'-0" 171-6w 1 w 22' 6" i 5'-6" 81-6" 31-6" 7' 6" 7' 6" 61-6" q' b" 71-0" 71-6" a 81-011 1 i 210510-3 � I (Y y x (3)-I'/4"x11'7/6"LVL HDR. A _ (2)-13r"x11'7/e"LVL W/%2"xll"STL. HDR. — 2" x IO" R-R. `ry JI O O 14" 14" LOADBEARING a J O C-) 16" O.G. ry+ > 1 FIB RGLASS COLUMN y a u BREAKFAST�P > t _ J U1 (T I_ J �9 - _ CEJ 1 2" x ID" R.R. �RJ x `? +�Pv r�°� cOp N �' _ \ PATIO @ 16" O.C. a 0 O +�/� (3)- 0/4u x 14" LVL HDR.o x _0 ly -{3)-13/4"XI1'7/a"LVL FLUSH UPS HDR- o DN _ 0 0 o m m 21 .710 R.R. 2" x 10" R.R. N II 16" O.C. 42 10510 2 0510 @ 16" O.G. `+�P� •( 3 ( -2 x10 ( )-2'x1011 3 n n ��, JP (3)-I "xll'7/e"LV HDR L 0 Oj 2" x 10' G.J. FWH3180 FWH60S0 co = FW 3150 I lV i y� G O 5. �s =m U 16" C.C. = x _ li 4'-0"A 6" 21-0111 6" T-O" r\ 0 6" 71-On 6" �� 14' O" I 23'-0" 6" (3 -13/4"x 117rell V L 0 � 0 v N 2"x10" o PANTRY I I CID 16" C. J — 7 u 3 " 7 u 11 " 3 u 7 u 1 u u m (3)1-1'/ 'x 4 ll LV L SH HDR. /4 xll /g LV W/(2)-/2 xll ST 1e X I tL (3)-I /4 XI1 /B LVL W/(2)-/2 7-x-—ii TL.fe 1 FLUSH HDR. \ry - FLUSH HDR. J o 0 LO MUDROOM '� = 0 GREAT RM, o I 2 x10" R.R. N I Z 6 N x 1 - 6" o.C. ® iv �' ( X 3o _ m�v N II ' 1 KITG EN 1 IY 1 _ J DEN o N 0 p L r�� rim U J I J N ,� r�m 0 1 I x I X = N _ 'T 0 _ - # x � ��m U m 0 _ _ m p X I I 15'-O" �V I ^ n I m x Q� 11=� I (3)-I nx�l%4uLVL 2)-13/4"x11'7/ ' N Q2 I�It t4'-pw 6w 61_6w 6r _ --- ---- VL FLUS (i) �% 0 1 REF WG +� O I 1 co r w • N _� LAUNDRY i C )-is/411x y4111_ L , • PW R. O S.D. o = B I ^ 0 3 � I � 0 s IQ I 07 ` D W m - = 611 2' Ow 6w ,-Ow r�m U J " 6'-b Q® 6" 41-0n 6" 26 6'-6' 26 6" 5'-0" BUTLER in x � r� P L X10" R.R. _ PANTRY G O . - x =s 8 TW o o ,E,,,. s u m� �1rc k.^ ^r�t�On (3)-I /4 x y4 1_ I I I I o t IIS _ - m � I reauircd r.n , -- I I I I = O -C • Q I tLS C{?d�; a� FL � I 0 1 J I J > II- f-I �_13/4"xll a"LVL_FLUS I J—L I Q o WG o Q o I J Ilr� \ GARAGE BATH 6 r\ - - 21'-O" r\m U b" (� 17'-0" ( b" 71-0111 4'-O"ri 't - bw 4'-Ow 6" 2' O" 6w to co]I m t'p x � I IL lL LL I � e � I v Seal / Signature � I I m N _ II m �m U - J I I I = )- 4 I > > 3 11 11 = 00 REQ Ali'(� 6 ( N o J I I F YER ( 2 I / xll / o �� X = DINING RM. � - I I 1 VL- FL-U!5 _ In p I (3)-1 /4 x14 LV W/( )_/2 xl STL. fe GIRDER I- m -I I I In x 0 O N Fa X v �j► "" I p 1 a tL 3 n 11 J���x16'�O.C.R J J I (I cw cwI (s) I /4 qr2 LVL '° IL BEDROOM = �I Pr sect No.: 1608 0 J J o I Q =j 1 — _ — — ao a I (3)-13/411x11'7re11LVL HDR. I �I> > PRIVATE Q rim Ir`_ r` a p - 1(3)-�3/4"xI17rguLV FLUSH HDR.J RESIDENCE 6 e0 X ��� X X I 210510-3 r� — r� Royalton Row Lot 5 �`� �� x U - x I m�`t P� _ - _ � x a x Mattituck,NY o I I GDV'D PORCH a = `s m�v tY U m� _ Town of Southold,Suffolk County,NY N x 1 1 0 1 S.C.T.M #: I`ry/ I I 2'-1" 12' 10" 12'.-211 N 5' 5" 6" ry _ 1000-113-07-19.34 1 I N (3 —13/4" II'7/e"LVL H R. _ _ (3)- 13/4" x . i '7/g" VL HDR. _ ID (3)-13/4"xIl'7i 'LVL HDR. ( N Architect of Record - - Nicholas A. Vero, 21051111 10-2 210510-3 'SIMPSON WOOD - — — — — — — Architect, PC STRONG-WALL — — SHEARWALLS' WITH 'HDQ5' HOLDOWNS 120 Mill Road V EACH SIDE OF t1'-O" I1'-0" 8'-6" 9'-0" 3'-6" 11'-6" 81-6" 8'-6" Westhampton Beach,NY 11978 GARAGE PORTALS- SEE DETAILS PAGE T:631-288-1404 A06 22'-0" 17-6 15'-O 17'-O" F:631-288-0549 E:nveroarchCaol.com 14"x14" LOADBEARING Date Scale FIBERI QC'� FLOOR ���J�I AO7 (TYP.)LASS COLUMN 6/12/18 1 I1= 1-011 ' ` Y4 1 -0 SCALE: 1/4"=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 o ----------------- ----------------- I ° I I I 8'-6" I 11'–O" I' 6" ( 23' 6" – –6IIII – 12'-0 5'-6" 5'-6" 4' " 5'-60 II'-9" '-9" 210 -4 -------- ----- 3'-6" II(III ( Ii l I ��n, SKuOit►► IIIIIIIII III III IIIII I )IIIII — (�3)-13/4"xllQJ� II+"u LVV L Hr->R-ry. —----j-- �— ---III ROOF OOF I DECK ECK --------O—S/—. — —/--`- ' " — 3--'---b" — Ln x 10" R.R. 2" x 10" R.210 10- 2y SS) EG ESSv16" O.C. W 0 1611 O.C. L 2" x " C.J. 210310 @ I6' O.C. 2"X10" R.RW 2"x10" RR. 2" " (3210 W "x10" N0 2x10" RR. x10R. G. (3)-F 01 Ca 16" .G. Cal 16 @ 16O. W -, 2" l0" R.R. 2x10" R.R. C& 16" O.C. N L 90 J MASTER BEDROOM #3 'BAT- 1 6 Ll U 13-8" 1( ' 6" A\' 12'-01 m(n 5'-0" BEDROOM #3 a CLOS, BEDROOM #2 S.D. S.D. IQ/ x RIDGE OO DRESSING 07 LVL )4 g ——{IIIIIIIIIiII 4 11 -7 orQ' I O1 B B 2DGE x 117/g" LVL RID E 0 M 7 2)- 1314"x %4"LVL FLU WG BALCONY o N N tv NBATH #2 (05 9-0L040 4-8 F4- A® CLOS. CLO W 4-O" 3'-6s - 24 IT x OQQc� " � I 'I -ii'I so II(IIII — fd(( YII m/ "jnIVS 3/.'/-(6 3" )r_��-�l nx='1 n �C L �(3 II - —4 ( - 1IIII II(❑ — `—\,/p — — (3)(-2Grm_Ji-" II 10"+IDRo_ fy OA J � k P"E TO BE OW 1IJ- Y O o 5 L SAT- X Z14 �• 2 ZOOM > 3'- " 6" '-O" 1-00N k &1-011 - x Seal /QaSignatureVo 32x10 MASTER L BATH w251 AV4251 x 2"x10" R.R. 2"x O" R.R. 4" 4" ON @ 16O.G. @ I O.G. 2°XIOu R.R. P @ 3.c.om=Xv T S La AF-552 AP352 AF-55221 56 (V 210 2-2 10 EESS) -2 PCO`ect No.: 16� 03,��8 A PRIVATE RESIDENCE Royalton Row Lot 5 Mattituck,NY Town of Southold,Suffolk'gCN .O ,oi .� un+ � t9y� , NY —— ---------- --- ------ -L— ----------- —————————— -------------- ----------- --- -------------------- --� S.C.T.M #: 1000-113-07-19.34 Architect of Record 3'-60 2'-3" 4'-6 2'-3" 7'-0" 7'-0" q'-60 Nicholas A. Vero , 3'-6" 7'-0" q'–O" 14'-0" Iq'–O" 13'-0" 2'-0" Architect, PC 120 Mill Road Westhampton Beach,NY 11978 SECOND FLOOR PLAN T:631-288-1404 F:631-288-0549 E:nveroarch@aol.c o m SCALE: 114"=1'-0" Date Scale 6/12/18 %4"=1'-0t' Drawing Title SECOND FLOOR PLAN 24 74 Drawing No.: 04 O ( NOX p � a i TYPICAL ROOF CONSTRUCTION TYPICAL EXTERIOR 15" LONG RED CEDAR PERFECTION PRESSURE WALL CONSTRUCTION TREATED ROOF SHINGLES @ 5Y211 EXPOSURE- -\ LEFT NATURAL IS" LONG RED CEDAR PERFECTION SHINGLE 30# BUILDING FELT i 51DING @ 5Y2" EXPOSURE- NATURAL Y2" CDX PLYWOOD SHEATHING 15# SATURATED BUILDING FELT _ - u n R.R. @ 16" OG .. Y2" H2x10 GDX PLYWOOD SEATHING II ' 2"x6" STUD WALL FRAMING I � I I i T.O. RIDGE i SHING i x6" TRIM- 12 WHITE INV TRIM- WHITE T.O. PLT_ - - -- i"x5" FASCIA- WHITE i %"x5" FRIEZE- WHITE i I 1 1 6 0 1056 106 1062 21062 21062 I x TUI�U Fm -T-TT- 1"x8" FASCIA— m Qz= III 1 11 11 -14-LL-LL4m --FTFF ----- ------------- ---- ------ -- WHITE 1'-4w SEAD>SOARD -1�741 12 ---------------------- ---------- ---------- O.H. SOFFIT— WHITE i 4f 12 FIN. SUS FLR_ 14 NOTEt OVERHANG TO i u MAIN 6112 BE 2 -O ON T.O. PLT. _ PITCH ROOF SOFF 1 T DE-FA 1l- Hill SCALE: 3/411 = 1 1 -011 o I i I 10510 210510 210510 210510 210510 210510 j FIN. SUB FLR_ GRADE Ir I F RON T E L F-VAT 1 ON i i SCALE: 114"=11-011 I I ' 0 U N i i i LIF F1 ASN i rn 12 3 red, I"x5" FASCIA-WHITE DA�T �T Hill I 111111 11 1 III 1 11 111 1 11 111 1 1 11 HIM III IIII 111111 11 111 BEADBOARD WHITE H 24SOFFIT- WHPr�f�ct 110.: 1608 24310 310 24310 ITE F 0 II H PRIVATE 12 RESIDENCE 124 W4H 1T� ---- FRIEZE- Royalton Row Lot 5 4f— ----_ ; ; I ; I I I ' ; I ------------------------ I I j I I I A I I 0� I I I I I I o o ; ' I1 ----------------- ----------------- I I ' I ! 11'—O" 12'—O i 5'—b" 4'-3" 4'— " 5'-6" I I i I I I— — 210 2-4 —————-T———————— ———————— ————— ——— r, (3)-13/gnxll� "LVL HDR. I ROOF DEGK o I I o I I I ----------------- -----� 210410-2 210410-2 21 x 10" R. Q 2" x 10" R. 3 I (EG ESS) (EG ESS) �q „ LU 11 (3)-2" 10"NDT�.4 GX13 C3)-2" 10"HDR. I 2" x k. G.J. S I WI I I @ I6' O.G. I 21 10 1 0 3 tV _ 2"x1O" R.R. 2"x10" .R. 2"x10° R.R. W 2"x10" R.R. I W p 2 \ �@ 16° o.c. Q @ 16" o.c. �/ I l7 I W I I 1 X @ I6" O.G. - @ I6" .G. q � I ) I ii -I �� 2" 10" R.R. 171 2"x10" R.R. c II �i m a116" o.c. ca 16"CLOS .c. 1 L �, MASTER BEDROOM w I - -- BATH #3 �'- JI ,J J (I2' GLG.) b' << m 12'-OJ' U b" 5'-O" 4" <� 13'-8" -! " I T = 22'-b" iC I <L i 11' b" ��°/ V4 R v x 2q - N + I BEDROOM #3 x \ x CLOS. N / _ ____ _ CIT BEDROOM #2 s.D. — I , �t CO S.D. I S.D. 1 1 d I — 13/g" x I 2 . I / " L RIDGE O O / O DRESSING x — — — — o - — o B 0 N 2a `f---- 07 I �; ^ I `s —13/g' II'/e" LVL IDLE 3/q"—X I1'/e" LVL RID E N m S.D. t _o / 2)-1314"x %q"LVL FLU 6 Q �n I `� 8 LCONY p BATH #2 N N DN ry LI 0 C. x W J n1 �+ �/ o l o I ( m In A CLOS. R CLO O W s, bu u 4—O" - m I I I we w x Q W I \ q � N �------I - -- ----- - - - - - N Q I l 0 � > OPE TO = — ;J X v' -1 \G _ BE OW / \<< BATH # `\p BEDROOM #1 �\�1 �L X �\O/ \ 0 I z bx i_On C 4i_ n 4" 5�_2■ - 15,_O" ^ q� b■ p 1 _ " (V b" , < q x mea = < o Seal / Signature o 1 C3 (3)-2"x10" '� Q® �c0 Q® �_ MASTER c' w2at Aw2aI I / BATH \�< I �� �A'')' r_ I \ I 2"x10" R.R. 2"x O" R.R. " " V A 1 I x — — — — " 4 4 2"x10" m 0" R.R. N O 0 0= I @ I6 O.G. @ I O.G. - 1 I m\'t I I ( 2 10"H @ 16" o T S @ " O.c. C3)- 11x1 " I I I I AP352 AP352 AP352 21 56 (3)-2" 10"HDR I / 1 I I —I O C3)- DR. O I iv 210 2-2 I 210 2-2 CEG Ess) — — — — _J I — — — — — — — — — — I P o�ect No.: 1608 0� i i PRIVATE RESIDENCE I Royalton Row Lot 5 I I I Mattituck,NY 1 I I I Town of Southold,Suffolk County,NY I I I I ----- ----- ---------- --- ------ 1— ----------- ---------- -------------- ----------- --- ---------- —� ---------- — S.C.T.M #: 1000-113-07-19.34 Architect of Record 3'-b" 3'-b" 2'-3" 4'-b" 2'-3" 7'-O" 7'-D" �1'-b" q'-b" b'-b" b'-b" Nicholas A. Vero, 3'—b" 7'—O" g1_011 14'—O" lq'—O' 13'—On 2'—O° Architect, PC 120 Mill Road Westhampton Beach,NY 11978 T:631-288-1404 _���O � ��OO� ��� F:631-288-0549 E:nveroarch o aol.com SCALE: I/4"=1'—O" Date Scale 6/12/18 %411=1'_01. Drawing Title SECOND FLOOR PLAN Drawing No.: 10 a I I I TYPICAL ROOF CONSTRUCTION 5# SATURATED 18" LONG RED CEDAR PERFECTION PRESSURE TYPICAL EXTERIOR TREATED ROOF SHINGLES @ 5X2" EXPOSURE- _ LEFT NATURAL WALL CONSTRUCTION - 30# BUILDING FELT 18 LONG RED CEDAR PERFECTION SHINGLE '/z" CDX PLYWOOD SHEATHING EXPOSURE- 2"x10" R.R. I6" O.C. 1 (NG BFELT UILDING AL Y2" CDX PLYWOOD SHEATHING 2"x6" STUD WALL FRAMING _ - Bi IN12 . I I ZJI 12 =L2 12 12 11 111 Will III Mill 111 11111 111 Hill I I 111H 11111 I I I I I I II I I I I I I I' i I FULL,LENGTH GARAGE HEADER AT HEADER,FIELD NAIL THRU SHEATHING AND METAL STRIP WITH 10d COMMON MINIMUM SIZE SHALL BE: NAILS OR]bd SINKERS AT LOCATIONS 6 x 12 DFL 13 MARKED BY PAINTED DOTS 5 1/8 X 12 GLB ; F-2,0. ALTERNATE IIEADERS ALLOWED. TOP OF PANEL 210410 Io 10 10 l0 10 Io SEE ICC REPORT. ]0 ga.STRAP III I I CUNQ1MA 106 106 1062 1062 Lua j ----------- 12 o I 4 I_ Q z O O O 12 4 VT °° o o °° SHEATHING TO HEADER Cu Q a o 0 0 0 0 V o o W o O O O O o w ° TOP PLATES OF STRONG-WALL 0 0 ; I o° °° HEADER I 0 0 ° SDS 1/4"x6"SCREWS -11 JUL JUL JUL AIL __1L JUL �LIL 0 0 o . PANEL SHEATHING III 0 o j I j I o ° PERIMETER METAL I ° U-CHANNEL 10510 210510 10510 210510 10510 1 0 ° O / ° ITA I I I I �#_FTT_I­I_TTi===4 4� 1 1 1 11 1 11 11 Illy 11 11 1 11 1 1111 11 11 ill FW7-13180 FWI.1 6080 FWH3180 ---- GARAGE PORTAL DETAILS I �° ` / //�� `\ RIEAR LL•E V AT I ON I I I I rI J SCALE: N.T.S. r_j SCALE: I/A =1'-O" r _j -----_ I I r r -- �—————— � J I ---J NUT AND PRE-INSTALLED HDQ8 HOLDOWN I r PLATE WASHER r J 5'x5' SLIDING WINDOW 1f1 I I r J (TEMPERED GLA55) j I r J LAB L------0 El- 11 O -, ALL THREAD ROD COUPLER NUT BEARING PLATE W/ WITNESS HOLES SDS 1/4 x 2 1/2" VISIBLE FOR SCREWS PROVIDED INSPECTION WITH WALL. I I 5/8" DIAMETER STRONG-WALL POST. ANCHOR BOLT ° ° 4 STUD SHOE NOT ° SHOWN FOR CLARITY. d 4 F--1 ° r-1 d ° p77 1 11 Mill 4 ' p z a ° a Seal / Signature d v ° 4 c v L 11 [171- N DOUBLE PORTAL SYSTEM .y: 1 :243:101 Prd� ct No.: 1608 24410 24410 L2441;0 24410 . s PRIVATE 1111111111111H11111 11-11T11-- ill " Ill Ill ] Hll ill 11111 11 °• a __12 24 RESIDENCE -- 4 - ------------------------------------------ I / Royalton Row Lot 5 ' o> / •; LSTA24 STRAP(MIN.) \ •; \ I 1 Mattituck,NY AT BEAM TO POST \ /1 Town of Southold,Suffolk County,NY \� 8'MIN. 16'4" MAX. \ I I I� / S.C.T.M #: 1000-113-07-19.34 Architect of Record AL LILJ / I 16'4" MAX. Nicholas A. Vero H7F-E HLF_J1[7]H 7F I T-M � � I Architect, PC 20410 20410 24410 24410 120 Mill Road 210510 210510 11 Ld FFTT HEADER SUPPORT POST HEADER SUPPORT POST I \ 11 Westhampton Beach,NY 11978 T:631-288-1404 IJ II I / F:631-288-0549 E:nveroarchnaol.com LLL=LLLiL ill 11111 4L4==r4l'1'1 Jill 111 11 Ill 1111 6/12/18 %4"=1'-011 °aoo aoe ° • \_14"x14" LOADBEARING ° a � Drawing Title FIBERGLASS COLUMN ELEVATIO NS (TYP.) LFrT EfE /ATION d d a n SCALE: I/4"=1'-O" Drawing No.:� Q 0 I I TYPICAL ROOF CONSTRUCTION 12 18 LONG RED CEDAR PERFECTION PRESSURE TREATED ROOF SHINGLES @ 5X2" EXPOSURE- 12 LEFT NATURAL 30# BUILDING FELT CDX PLYWOOD SHEATHING 2"x1en" R.R. @ 16" O.G. ATTIC " f 2"x1011 C.J. @ 16" O.G. T.O. PLT. Eranch I:ne,ta.�a.nffs and 1otns; ~' 1 G \_(2)-I3/4"x01Y4" LVL uk t�� ! +a :_p.,, ; a• tq u, -&t' 1;,::. + t1t. ;It -,,S lkl.y gin, FLUSH HDR. " 1 r TYPICAL EXTERIOR WALL ' CONSTRUCTION 18" LONG RED CEDAR PERFECTION SHINGLE tl��irert�.r+` -4rn3t��,�sr ,olf� MASTER BEDROOM SIDING @ 5X�" EXPOSURE— NATURAL " 'A* i 15# SATURATED BUILDING FELT ��x� (Rituf�ri �',r � � I�xa� ! BALCONY %2" CDX PLYWOOD SHEATHING 6 2"X6" STUD WALL FRAMING tt f $ 54 PLYWOOD 5U5FLOOR (GLUED * SCREWED) TJI 360 x 1176" FLR, JST5. @ 12 16" O.G. 4 FIN. Sl jB FLR• r T.O.-PLT. — •� :" ,_ '. � , \ � 1 r �, l 10"xi0" LOADBEARING �y , ! (3)-I9/q'xcI4" LVL FIBERGLASS COLUMN 1 HDRS. (TYP.) FOYER I COV'D PORCH GREAT RM. COV'D PORCH c m Ilk lul{iir lvo -''- Attic nr hu,iLinl ventilation 34" PLYWOOD SUBFLOOR nlr (GLUED E SCREWED) _ TJI 360 x 117/x" FLR. JST5. @ 16" O.G. /` m ��'I�!J'�41�o I.M(1C.�tIttN!� 6„ ' FIN. S1,157T 71- FLR_ T.O. GONG. �. •.-w` � ma. � r, Via; :�,;,� _, R� � q �i ''��,'y a,Y 12"xI2" POURED GONG. PIER � ON 24"x24"x 12" POURED41 " „„ r CONC. FTG. ON VIRGIN SOIL- n i_ a GIRDERS MIN 36" BELOW GRADE e, uw } n ` zf 10 THK. 101-01' HIGH (TYPICAL) fit. ' . , �# `iY I REINFORCED POURED C W/N(2)FC. O#4 BARSNTOPL BASEMENT 6 BOTTOM ON 10" x 20" WIDE REINFORCED , POURED GONG. FOOTING- " y ' � (3)- #4 BARS `` t.,, 4" P.C. SLAB i T.O. FTG_ 1+, 1E y1I i hf'S dH t V 1~r AU —�11�AO"T SCALE 1 o AIR SEALING DETA II LS I W I I I� I I ATTIC o 2"xI0" G.J. @ 16" O.G. 00 a� T.O. PLT. -- CON TRt_iCTION TYPICAL IOR WALL Q ^• I 18" LONG RED CEDAR PERFECTION SHINGLE SIDING @ %" EXPOSURE- NATURAL +O' p 15# 5ATI_'RATED BUILDING FELT I O Z Y2" CDX PLYWOOD SHEATHING Z 2"x6" STOD WALL FRAMING Seal / Signature BEDROOM WALL BALCONY WALL DRESSING �EVIED ASC ®gas Aryth�o'�i� 34" PLYWOOD SUBFLOOR r N (GLUED 8 SCREWED) TJI 360 x 1176" FLR. JSTS. @ FIN. SUB FLR_ v.. T.O._PLT_. _ P 6ject No.: 1608 PRIVATE RESIDENCE Royalton Row Lot 5 BUTLER Mattrtuc ,NY LAUNDRY PANTRY CLOS FOYER PW DR, POOL BATH Town of Southold,Suffolk County,NY S.C.T.M #: PLYWOOD SUBFLOOR (GLUED t SCREWED) 00-113-07-19.34 TJI 360 x 1136" FLR. JSTS. @ IN. S!JS FLR_ 16" O.c. U 11 11 U Architect of Record F - --- - t Nicholas A. Vero, T.O. CONG= - - -- Arc itect, PC 120 Mill Road Westhampton Beach,NY 11978 T:631-288-1404 CONCRETE WALLS SHALL BE F:631-288-0549 E:nveroarchn�aol.com 10" THK. 10'-0" HIGH DAMPPROOFED AS PER R406.1 REINFORCED POURED BY APPLYING ANY ONE OF Q GONG. FOUNDATION WALL BASEMENT THE LISTED DAMP PROOFING Date Scale I W/ (2)- #4 BARS TOP d MATERIALS OR ANY T BOTTOM ON 10" x 20" THE WATERPROOFING ONE OF WIDE REINFORCED MATERIALS LISTED IN SECTION 6/12/18 � il- i II POURED GONG. FOOTING- R406.2 TO THE EXTERIOR OF /4 I -O (3)- #4 BARS THE WALL CONTINUOUS @ r.11 O.G. Drawing Title 4" P.C. SLAB SECTIONS T.O. FTG. Drawing No.: � SECTION 0 AO- SCALE: 4 -r-.....