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HomeMy WebLinkAbout43141-Z �oDS�FFot Town of Southold 7/27/2021 C2 P.O.Box 1179 o • 53095 Main Rd l Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42201 Date: 7/27/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3770 Wickham Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 107.-9-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/4/2018 pursuant to which Building Permit No. 43141 dated 10/16/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including covered front porch,to existing single-family dwelling as applied for. The certificate is issued to Elliott,John&Amy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0063 10/9/2019 ELECTRICAL CERTIFICATE NO. 43141 12/28/2019 PLUMBERS CERTIFICATION DATED 3/6/2020 ian McCa tho ri 0e Signature o�suF ck�� TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE V • 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#: 43141 Date: 10/16/2018 Permission is hereby granted to: Elliott, John &Amy 3770 Wickham Ave Mattituck, NY 11952 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 3770 Wickham Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 107.-9-18 Pursuant to application dated 10/4/2018 and approved by the Building Inspector. To expire on 4/16/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $753.60 CO -ADDITION TO DWELLING $50.00 Total: $803.60 Building Inspector 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. ®�% c �,� New Construction: Id or Pre-existing Building: (check one) p Location of Property: House No. Street Hamlet Owner or Owners of Property: X: Suffolk County Tax Map No 1000, Section �'� Block Lot 1v_,� Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval- Planning Board Approval: Request for: Temporary Certificate Final Certificate: l (check one) Fee Submitted: $ pi) V W4--, Applicant Signature oF soU��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. ox 117 G Q sea n.devlin(Dtown.Southold.n us Southoldd,,NY 119711-0959 .t • a® Y• BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Elliott Address: 3770 Wickham Ave city.Mattituck st: NY zip: 11952 Building Permit#: 43141 Section 107 Block: 9 Lot 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: E. L. Electric License No: 59364-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1 st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 14 Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors 1 Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 11 CO Detectors Sub Panel A/C Blower 3 Range Recpt Bath Exhaust Fan 1 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Q Twist Lock Exit Fixtures 11 Combo SD/CO Other Equipment: Notes: Addition of Master Bedroom and Bath. Moved Old AC's and Added a New One Inspector Signature: Date: December 28, 2019 S Devlin-Cert Electrical Compliance Form As Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD T~';'�t'tI3��'• CIERTIFICATION 1 Date: � L ; Building Permit No. —1� L Owner: J a'N l (Please print) Plumber: (Please print) I I certify that the solder used in the water supply system contains less than 2/10 of 1%, lead. (Plumbers Signature) Sworn to before me this�( day of AAA&-cA , 20_ao_ (��i vl �• Uhl 2 Notary Public, Ab s-fow County' _ Emyctoct-u'.11 ER JONATHAN VELEZ ublic-State of New York O.01VE6397959 j ified in Suffolk County ! ission Expires Sep 16, 2023 i i i ��• qf S0Gly0 # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm0�' 765-1802 -I NSPECTION- [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] `FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING Q W- - REMARKS: pv�, vt, ovvtft)-& V�m/ w, 00&4ct�� � Cdc�sj,bv� � - DATE l INSPECTOR J � �Of SOUTy # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION FRAM G /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL [ ] CODE VIOLATION [ ] CAULKING REMARKS: JM1[%e - SfwdlftLAide0 AS 1 0 04V5 Aqzgv� orl- �4v�- IiA Diu UA I �Aw 1 / 0 vlt/ t DATE INSPECTOR ho�aOF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycourm,�F'` 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �� �. DATE617[l INSPECTORSFi OF SOUTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. • Yo cou765-1802 INSPEC 7ROUGH ION ... _[ ] FOUNDATION 1ST PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ZVA Vioa Loo, u 09,y/ toy—) lftouka-vi- 045 lk--" DATE INSPECTOR �o��OP SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPEC ION - FOUNDATION 1ST [ UGH PLRG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: V N2E Le IkA ir-, y r uv lEom�,ul wDcov* 4c -X -� (�,� � i o DATE JY INSPECTOR OE SOUIyo� # # TOWN OF -SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST- [ XROH PLBG. [ ] FOUNDATION 2ND [ ATIOWCAUL"KING FRAMING /STRAPPING [ [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 3 INSPECTOR MICHAEL ANGELONE9 PE, LLC ENGINEERING SERVICES 4 POND PLACE • OYSTER BAY• NEW YORK 11771 • (516)922-2024 November 14, 2019 Town of Southold Building Department q , 53095 Route 25 PO Box 1179 Southold,New York 11971 Attn: Building Inspector Re: Master Bathroom Plumbing Certification Elliot Residence 3770 Wickham Avenue Mattituck,N.Y. SCTM: 1000-107-09-18 Dear Sir, The plumbing for the master bathroom at the above referenced was inspected and this is to certify that all supply lines, drain line and vent lines were properly installed as shown on the approved plans as drawn by Frederick R. Weber, RA dated 9/26/18. All plumbing supply, drainage, vent lines and fixtures were properly installed and comply with applicable State and Local Building Codes and were acceptable. Sincerely, F NElti y to A -Z- Michael Michael Angelone, ) : m e i (As president) % ' ,- "tip , cv w 0,5367(0 U S10A MFR 4/20,19, DATE: . D�: Na�: .� ,4TTR3a24�1�y 0,00NA. l��ITS ` y20812.30 4 SERIAL-N0 `1,9 y 54?LFAF. . . " PH � y �� : � � ­HZ '60 MINIMUM'C-IRC0IT4,,AMPACITY =18:0_ ., AMPS QVERCURRENT=�PROTECTIVE"DEVICE ; : USA` ,r;:';=: CANADA MAX FUSE" E BREAKER-,(H_ aCR�. .: s w 3.0 ar. 30 W C. = 4 OA = 4 �_ t8s. � �m e�yrt1 - � -'OZ I_l OR' '� 2.. 11 k��SI) Q +1- '3.°f DESI!GNSUBCOOIING . _ �' -..SCCR 5kA .rms C1IMat tiff" 6ureTtiff Sptne FtnQUI k—Sess _n. TRAM E; , ; HEATING AND COOLING �t EQUIPMENT A BUSINESS OF INGERSO,LL RAND, ,c is TYLER, TX.75707 ASSEMBLE D,'IN'-USA Inte,�tek 3059934 � - COMPR. MDT. 1A,.5,,­ . .RLA 208. . 1'230,- _V. 58:3 LRA . O.D. MOT. O.JO 'FIA, 2001 go_ , V �$ H:p DESIGN PSI -- -HIGH 480,10W,480 . �F: ID.,- ZAKF` . Install Prohibited in S.odtheast and SouthWist-.= = - .■�. .► I I E Dim C wwv�.ahr'idir ct'ory:org • - l�iA1O.L- , r NAW . : �tsk 2fi�4(pg `r Car,micili , n!n the car"Iete system . li itsl! - An®�� a� l� A `Piogin 6LII xo Od �- L AN 0,L �' - MFR . .� DATE11,9006 MOD. NO. ,2TT,R3030/a1.QCi AA . lOLTS 200/230 - SERIAL NO. 6051 P5E3F' ' PH ' _. HZ 60 - MINIMUM CIRCUIT AMPACITY _ �1 :b ' AMPS: OVERCURRENT PROTECTtV DEVICE : 'USA v CANADA =f MIN FUSE/ BREAKER (HACRy 20:: ' . 20. MAX FUSE /,BREAKER (HACRY' 2IIi ` ` 20 , .20 HICK 22 � '5 LBS. ,EJB- 'OZ: aOR.� 2.49 -kg{ Q 10 qF DESIGN SuecoaLiwG- . . climatufr .QuraTutt,Spine �Irr [I't►iCk-=Sass TRANE, A RUMNESS OF, � 'LISTEDSEC71ONOF r AMERICAN "STANDARD, CENTRAL COOLINQ _. C '°'" USP CON ASSEMBLED IN,USA� � � O� RUSE TYLER T}( 75107 SS ,,..` MOT.COMPR. MOT. -9-.5 RLA 2001/230 V :63 LRLRA O:D. .70 Ft:A 2f101230 V ,' 118, HP M.E.A..NO. FMV29N �a DESIGN PS! HIGH 306,LOW-300, a-l®��a®s l® NAjoj- a ., DXIG lln g ty`i � EHXIFICATIOtI Ap t.ikf ONLY u+NEH.TH> cOMPLETE sVITI* 1:15TEO WITH AN s9L(r£9)x9d Z, 9L(I£9)auogdaiaZ 6S60 - S j XR �1 MFR, - DATE 912008 _ Moo.N0. 2TT R3036A1000AA VOLTS .208/230 SERIAL NO. 8365K6N3'F PH 1 HZ 60 MINIMUM CIRCUITT-AMPACITY 18.0 AMPS OVERCURRENT PROTECTIVE-DEVICE USA CANADA MIN FUSE ! BREAKER (HACK) 30 30 n MAX FUSE-! BREAKER (HACK) 30--30 HCFC — 22 -6 LBS. 05 OZ. OR 2.86 kg(SQ 4 10 OF DESIGN SOBC60LING Cilrn tWlf DumTuff Spine Fin Quick—Bess LISTED SECTION OF TRANE U.S. INC. � CENTRAL COOLING MANUFACTURER OF TRANE AND AMERICAN�STANDARD c@ US AIR TRALp COOLING k` ! TYLER,TX 75707 - ASSEMBLED IN USA OUTD�OR USE COMPR.MOT:. '13,.5 - RLA 208/230 V 73 LRA O.D.MOT. 1 .4 , FLA 2001230 V 1/6 'HP M.E.A.NO. 154,';'.06E FMD.-30N DESIGN PSI HIGH,300-LOW 10 "Y i A ARI Standaid 210/240 UAC III���t�UIIII�Ii�lI1�I�I111II11I�I�lIlI1�hIII�II�IIIIllllllllull II CERTIFICATION WHEN THE COMPLETE SYSTEM Moi-jSTED WITH I io J s 41 EAST MAPLE ROAD, GREENLAWN, NY 11140 frG�C�D�GG�06�{ 52 NOYACK PATH, WATER MILL. NY 11914 WEEBER (631) 154-5555 4D 1N@ ARCHOTECT JUN 18 2019 June 17, 2019 M DEPT, TOWN OF 80FJ'fk'1U L RE: ELLIOTT RESIDENCE 3770 Wickham Avenue,Mattituck,New York Town of Southold Building Department I have conducted an insulation inspection for the proposed addition to the Elliott Residence at 3770 Wickham Avenue,Mattituck,New York. The insulation and sealing installed have been modified somewhat from my original drawings,but still conform to the 2015 International Energy Conservation Code per the attached revised ResCheck and drawing A4, Section BB. 1St floor and gable end walls: 2"closed cell spray foam(R14) and 3 %"unfaced fiberglass batts (R13) for a wall total of R27 Rafter/ceiling: 8"open cell spray foam insulation, R30 Floor(Over basement): 6"Mineral Fiber Insulation R21 Box Sill/Rim Joist(1St floor): 3"close cell spray foam insulation R19.5 A y17 o FRE ERICK R. WEBER,R. 'S 68 COAEYMNTS- FOUNDATION(1ST) �jMTv;qj!4FAmmj FOUNDATION (2ND) �lid�.�:�PLUMBING AA 1176 JL - ,� ���►.�� -�.�1�1��/.�� . � . ROUGH FRAMING& INSULATION PER N.Y.. STATE ENERGY CODE --,a '►u Gi � 1 1 ADDITIONAL COMMENTS1 win 101 1 KNOW I • 1. 4 ,v, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit _ Examined 20J` Single&Separate 5 Truss Identification Form Storm-Water Assessment Form Contact: ��AA kk Approved 10h& 20/y MA to:6-W—W` V�0� Disapproved a/c C-yTZ Phone: 20-1 —5;'555' Expiration 20 D D Lc�Q Buil ctor OCT - 4 2010 APPLICATION FOR BUILDING PERMIT IJ i T DEi" 'Y'. Date ��. , 2016 r P - . 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, 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 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,hous code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. wd� ( ignature of applicant or name,if a corporation) r4P_e0S4LAAgN , $-A`f t n (Mailing address of applicant) State whether applicant,is owner;=lessee, agei(=architec:t,)ngineer, general contractor, electrician,plumber or builder /rrt-r�e�'. � Name of owner of premises /W�, 1,.a air (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. r Plumbers License No. Electricians License No. Other Trade's License No. 1. Loc tion of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block 09 Lot i Il Subdivision � ( _ Filed Map No. 4 Lot I"ut�f It 053 ,2. State existing use and occupancy of premises and intended use and occupancy ofpr posed construction: a. Existing use and occupancy �iP�1 = fhmlls� yv�k71a1-7 1' p b. Intended use and occupancy. 12 -Z�111�61.& • 'vi iIA Ll, t 3. Nature of work(check which applicable):New Building Addition >< Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost t lel/ 0 ek2 . Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of e ting structures,if any: Front L Rear �. Depth B 47 Height .o Number of Stories Dimensions of,same structure with alterations or additions: Front w Rear Depth `�)O Height Number of Stories` i � :�J ` 4 t 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 2ifr1 Rear ; Depth 6 � 10.Date of Purchase n V Name of Former Owner 514geoyl� 11. Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO s1� 13. Will lot be re-graded?YES NO XWill excess fill be removed from premises?YES,><NO Z4M-jP•twt 3-110 Vt awkl&/N a. 14.Names of Owner of premises Address V'Th - , .lli%.Phone No��dI) Name of Architect 'RZQYC6� '`" Address honeNc�'�`�i�154 Name of Contractor t,4N Co�A� � Address �'x va t Phone No�(c` 1�'?�' -t,-II"T_ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO >< *IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b-Is this property within 300 feet of a tidal wetland? *YES NOS 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. CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF ` ) Commission Expires April 14,2D�O being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the LN ' (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. sworn to before me this day of C 20_t� Notary Public Signature of licant Scott A. Russell DSU /r STORMWATIEIK SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - ST®RMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT�INWOlryF, AiNY OF THE I'01101'4riNG. _7 Yes No tCHECK ALL THAT APPL11 ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. { ❑ R. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Eg C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ELD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ®tff E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ! s ®� F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management i Control Plan was received by the Town and the proposal includes f in-kind replacement of impervious surfaces. t � I If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Bate & 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 pour Building Permit Application. '�: i APPLICANT- [Property Onner,DeS.C.T.M. 1000 Dace Design Professional.Agent,Contractor.Other)) District 1,5 jLqj NAXIc- { g Section Block Lot `�� I * *FOR BUILDING DEPARTMENT USE ONLY-- Contact information FOR 2 Reviewed By: - - - - - - - - - - - - - - - - Date: l � J /�— Property Address/Location of Construction Work: � — — — — — — — — — — — — — — — — — I I 1 � ^t` ��I Approved for processing Building Permit. i V1J � Stormwater Management Control Plan Not Required. I < Stormwater Management Control Plan is Required. i g q Wonvard to Engineering Department for Review.) FORM - SMCP-TOS MAY 2014 l BUILDING DEPARTMENT-Electrical Inspector Z 4 2()19 TOWN OF 5OUTHOLD Town Hall Annex - 54375' Main Road - PO Box 1179 i „ Southold, New York 11971-0960 '�' •�' ®v gD�4u Telephone (631) 765-1802 -- FAX(631) 765-9502 roger.riche rt ,.town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: bate: Company Name: Name: fit'I C License No.: J - email: -�G �� G$I IL Address: _ 1 Phone No.: Z.` -qa -Ina -QlTr- 1NI=r')RMATI0N' (All Information Required) Name: Address: 77a 1 ��► - Cross Street: Ate Phone No.: 1"1 BIdg.Permlt#: ? 31 y 1 ' email: Tax Ma District: 1000 Section: Block: Lot: BRIEF DESC PTION-OF WORK (Please Print Clearly) Vr-_, Circle All That Apply: Is job ready for inspection?: OYESNO ough In Final 1 Do you need a Temp Certificate?: YES/ NO Issued On Temp Information' (Alt information required) Service Size QIP 3 Ph Size: T- ) () A #Meters Old Meter# New Service-Flre Reconnect- Flood Reconnect- Service Reconnected - Underground-Overhei3l #Under round Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APP!_ICATION ^p 82-Request rov InspecOw Form-AG 0 J Town Hall Annexy+� �� Telephone(631)765-1802 54375 Main Road _ Fax(631)765-9502 P.0. Box 1179 CM Southold, NY 11971-0959 M BUILDING,DEPARTMENT NOTICE OF-UTILIZATION OF TRUSS TYPE,CONSTRUCTION,.;PRE-ENGINEEFt_ED- WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: �0 Location of Property: _ _�J���___ �f,�.i 1 hl^'l �,, �L ��_ ; Please take notice that the (check applicable line): i New commercial or residential structure _ Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize j (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): G Floor framing, including girders and beams (F) Roof framing (R) Floor a roof framing (FR) Signature:- - Name ignature:_ _Name (person submitting this form):_ y" Capacity(check applicable line): Owner Owner representative TnissReg15.docx Effective 1/1/2015 MAY 21 200 � pF SOUly®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O lycoum,� BUILDING DEPARTMENT July 19, 2021 TOWN OF SOUTHOLD Elliott, John 3770 Wickham Ave Mattituck, NY 11952 TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Foundation Location with setbacks. Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43141-Z Additions/Alterations SURVEY OF LOTS 1 , 2 , P/0 3 & P/O 4 AMENDED MAP OF MATTITUCK HEIGHTS FILE No. 1184 FILED JULY 24, 1935 SITUATED AT MATTITUCK TOWN OF SOUTHOLD -'° SUFFOLK COUNTY, NEW YORK .'�-� .. •. :. • _� . ` •'' : :�: `�`:�.:: .. • S.C. TAX No. 1000- 107-09- 18 A� r...,. .. : ` ';� •.;::r� ' �:�7 �'�,•'::. SCALE. 1 "=30' nn 1\Vf{Y :, '++': WAR ROAD). x �':•' °o „�\�s JANUARY 25, 2005 (MID D ys,?11 °w, .;t:,::IF'},,',.. :,;�.`• WncevE�b ` MAY 21, 2018 UPDATE SURVEY :l .... E O f'CONC 'poll E XI Y' ,'.� tlt > :• ' ..':< AREA = 34,112 sq. ft. i.'`'' '•',"; :'':r,:� (TO TIE UNE) 0.783 ac. ;•,:::,; ;Y'± X�ff ` o X f y 0 •• � •. ,,AAQQ r • X :'is x \ ;.<.,`;: " \\s�`� ►� 1 y 1; ` ; X-Lu 1110 ,; CERTIFIED T0: Cm •t' O O 1 \Xim X4 b COMMONWEALTH LAND TITLE INSURANCE COMPANY 1 `/ r ` �x � � 8 ••� ' � LEHMAN BROTHERS BANK JOHN ELLIOT v .&J x 02 X ^ ' v` a re.e \ RscOo 1+ ` y AMY ELLIOT 6R\ 32,4 F• 1 S , �• �� � `► o \ 17 �O'. X .2 \ � GO HOLE ' \ • '' C / 1r O�cT \ o e %s Ee e f ' • •x C'' C) NOTES: O 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM WOO°R a a N' EXISTING ELEVATIONS ARE SHOWN THUS:10LN X U .17.1 •� • � E'i�.iJTlii•�. CONTOUR Lire'S ARE Si iv i��i� Ti 'I I.'.a: _. •—.—. '— nX•� F.FL. - FIRST FLOOR 1 —— \ , X19.5 CK K OC R$ p• G.FL - GARAGE FLOOR 229 lu \ f9.3 L2�4 .. 1•d :. �• ,� ,. .' '. 711 TEST HOLE DATA "sa � �Ji � N � ,. . * .•. a .. .. � •.. AS 18.7 24.3 sn i� ' j URNNEWPY`; ;, •_<' . \O �R6 (TEST• HOLE DUG BY \ O , ON APRIL 20, 2018 1B.B$. !� : .lay E1�'�1 0' \ , ,jp ° a, MIXED LOAM C� X1L4,B G,.n •. d 4' ' X I. . ' \ lo rn Y A • .o•:• • 11L7 19�i 0 7' °i• �,s.r.: ::• \ i O • �•' "~'� PALE BROWN FINE SAND SP \ � 24. PALE t8.6 l x % r� NEAG6 HC£D.S.N. �. X18.4 , • ' wmm IN PALE BROWN FINE SAND SP \\ •�t9, - ,X to 7 1B,T �36,38 \ ,41 F FOvµo \ x 9 E GMpG6 \ � 0.2! . 0.2 • S 7 S1 & NC6 /GARpC,E O LQT �5 PREPARED IACCORDANCE UM STANDARDSFORTITLE URVEYS AS ESTABLISHED y N/O/F MUNCK BY THE OPTED FOR SUCH I USE BYNTHE NEW YORK STD APPROVED AND ATE LAND OM,4 G,AET RAFFELL TITLE ASSOCIATION. N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE LA EDUCATION LAW. Nathan Taft Corwin . III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL SI Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED .-Land TO BE A VALID TRUE COPY. CERTIFICATIONS 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 Successor To: Joseph A.J. IsaksIne , Jr. L.S. @ enn LENDING INSTITUTION USTED HEREON. AND p 9 g L.S. TO THE ASSIGNEES Of THE LENDING INSTI- TUTION. Title Surveys - Subdivisions - Site Plans - Construction Layout CERTIFICATIONS ARE NOT TRANSFERABLE, y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 •------------------------------------------- WN pU9LIG W., j I I G f � _ INGLE PG�Iii1ATDRELLIPI ( � r9 � g� q J �/ PupU �t262 p� ¢a 20Fs SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES G �/ x PERMIT FOR APPROVAL OF COP4STRL1�iTIOn1FOR FA�1LY DTNAN� Y j269 I X 51NC,LEsREp 5v g/aNl C A A �R i SINGLE FAMILY REST®EfVabE O�ILl� TOI pROPO`J 0/ Xkt3 y3 00�'l3�IVWES K L ' I VP JUN 2 9 2018 �.'• 01D0\_E `?�A R IE RERp DATE ,S REF'. No. I. ®��� X +1312 q Q�:j VPLV;� k+15 6 w/ WeIX APPROVE© I OFGONG•ROPO POLE 1vT.2 xk 1LYnwePNso. X+14 40 LOGE N Ik34 51NGL��"Sez SAND�`RY FOR MAXIM M BEbROOMS Ac� 4 r X+ts 8 , Q wet pROP05 �• �y 1� y�pq +16-k TO tp� AYy ®B �• APPROVAL 2A „g69 +174 �0 �X����� 6�F`tEE e`1Ii� �R®� DATE ��'tilf'�UY®V!'itlm ` � X+16 6 X N 65,L0 8°� k13 S° , I-y 0�'20 E r \ � `�• 010 III III K15 n B 180 � lN \ O� � TEXISTINGx X \ LINE pNEO GVR� \ 0 1+SERVi CE \ O \ ARCHITECT CT ICK WEBER I \,ly�"reo pN UNOEFI \ pl x x v 41 EAST MAPLE ROAD t��a7Ie�Onmcn#Of G'Xistid1 U16 4 GREENLAWN, NY 11140 i g Sillli#ary 5yS#eY131T1L�6#he i)fl J�Qo� X+173 O \ t \ Dratmagj +17 s ;. .Ix :conformance with deprment requirement Sltbmit Ex-R \� JUNE conple#ed form VJ)VI- Ot +184\x ` ,6 r'� tyFT +18 9 xas roof. PIPR SW +193 82 on +18.3 X+1 R00Fp O� i i \ X+18.8 BRICK 32.4 F FL r T1 IO�t I .i._.!\ . y� •y > S" A TEST HOLE DATA \ ® w4 ,�'"' PROPOS D z `e 8 ' r & IQ SYSTEM' i (TEST HOLE DUG BY \ Q NG L, �r' �Xt` anly YSTEM v ' = I I McDONALD GEOSCIENCE Q, GR H N X�S� `( 1 �"' W,o +17x �� 1; i ON APRIL 20, 2018) \ SpOR 2 S1oRCIUcjE _ QST}{0 x o •� �7r�a 6 EL+19' \ X+19 0 +19 $ �RptAE6 �! ' \ L --------------------------------------------' X A y c +190 Area of \ z o• \ r, \\ Em ting MIXED LOAM X GONA f Sanitary \ +19 25 AFL S+?0 9•' \ (Abandon) \ x C —t \ 19 F3::.5 +19 \ -o A BoR \ P 05C \ \ \ .Q RFK U'IEP \ X+18 9 \ +171 PALE BROWN < �F\ \ pPjIO X d 0 FlNE SAND SP \ CY? +195 eR1Ck Wq \ \ RB Cf +2D0 \ X+18.6 +18.5 ELGIPN BLOCK GV+173 �y 2.1• —16-9. O \ - ALL +19 \ \ +16 3 p O WATER IN PALE y O +79 +173 BROWN FINE SAND SP \ \ 2 n 17 J ^r +187 a 3 T DRIVEWA cURB + PROPERTY OWNERS: F.F. EL I' MIN. t 2' MAX. \ �, \ My! 2 ' } pSPNpLt \ +18 3 BLOCK 0) JOHN t AMY ELLIOT +21'-0' CONCRETE y a�, cpm +18 69 ELGIPI� � LOCKING CAST TRAFFIC \ �. \ ,, c x \ +17 o w 4'm APPROVED GRADE CHIMNEY DEPTH BEARING 0! +198w x SITUATE: MATTITUCK PIPE,1/4' PER FT. IRON COVER GRADE x Nov-AN` �`? EL +18-L' SLAB CONCRETE \ G� i FR y TOWN OF SOUTHOLD MIN.PITCH /-IRON GRADE EL+18' COVER ���` \ L, GPRp GE '' v2 N SUFFOLK COUNTY. NEW YORK M 1�Sj0R o� +187\ +179 O • 4'4 APPROVED ��� \ �' J;Ito y� x O SURVEY INFORMATION: PIPE.1/8' PER FT. \ SFS ` NATHAN CORWIN. AND SURVEYOR -------' MIN.PITCH �> O \ �g6� \ 0 JAMESPORT, NY INVERT INVERT -----------______________ " , \ t�P(G� SURVEYED: JANUARY 25. 2005 ---------- ------------- at HOUSE EL +IT'-O' ;, LIQUID - I <� Q \ 2a3 +1E6 LAST UPDATED: MAY 21. 2018 EL +18'-4' FLOW �° DEPTH T INVERT INVERT \ y +19 \ +17 ELEVATIONS REFERENCED TO BAFFLE EL AL'-L' IEL +IL'-0' NEW (2) I \ C •� x ¢\ X+1&.3 } N.A.V.D. 1988 DATUM S �IG L) ® I POOLS I \ Q+ \ o\ \ LOT NUMBERS FROM MAP ENITLED I COLLARX I \ \ +19 4 ' \ n� 'AMENDED MAP OF MATTITUCK HEIGHTS' (400 S.F.) °D X+1s 3 \ +18 3 6•�� FILE NO. 1184. FILED JULY 24, 1935 v I I \ 13 LOTS I. 2. P/0 3. t P/O 4 10'-0' I I \ FoU O got%. SCTM# 1000-10'1-09-18 I I \ 000C. +18 g LOT AREA: 34.112 S.F. PROPOSED SANITARY SYSTEM I I U20 2 A.S.S. � +tr Well Y NEW SANITARY SYSTEM FOR (L) BEDROOM HOUSE TOT.OF�LP EXPEICTED GROUNDWATER \\N.)TO HIGHEST \ xx ARPGCE -7� Q'I ZO LE W1� P* \ 7 D ELLI KHAN 0 SITE I N NORTH NEW 1150 GAL. SEPTIC TANK � 8'-O'i il8'-O' � FRAME GR��Tp PROPpSE P^�' NEW 400 S.F. SIDEWALL AREA OF LEACHING POOLS. ---------------------------� GARP ty/o/F �NCN SANClA�Y . MEET ALL B.C. DEPT. OF HEALTH SERVICES REGULATIONS. HIGHEST EXPECTED O �Q� 45 MPR MARY GROUNDWATER EL =4'-0' O & f SURVEY OF LOTS 11 2 , P/0 3 & P/0 4 AMENDED MAP OF MATTITUCK HEIGHTS FILE No. 1184 FILED JULY 24, 1935 SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 107-09- 18 SCALE 1 =30 0AD) `�.;'•.. •�: R JANUARY 25 2005 MAY 21, 2018 UPDATE SURVEY( yIDDL WTowxu MARCH 26, 2019 FOUNDATION LOCATION E x EDGE OF �a l!� ° .. ql,3 AREA = 34,112 sq. ft. ► � � x 16.8 , a. (TO TIE LINE) 0.783 ac. °21 17.4 5 9 x 1-6-6o x N 6 2�$ 0� r SNE P� OIAG G�RVE 0 179-. O ` ♦` I 0 �'t1E vA DEF�N r '$ 1 C� I I ` o Ip 11 x x 17.3 1 ,6.4 CERTIFIED T0: y VO 1 O 1 1 X10,4 x \ COMMONWEALTH LAND TITLE INSURANCE COMPANY r 1 lUx gR�CK 1 ,so N ' \� LEHMAN BROTHERS BANK o lv � STAR 19.3 iO• N 22 GH�MN 1 ///— T •a...' ^ JOHN ELLIOT 18.3 O 1 goof 53z4 F.F a,ppNCRES\ONS" �' ae.o' // x 18.2 -U a AMY ELLIOT \ v` x 18.8 gR\CK L //r \ 0 �s LA o 39N // w B S 3 5 10 2.8 \ 00 SpORGN N w a.��-- \N r2 ,8 19.0 G mz a /Nc \ j OSIC? ^^g °' x C, ® NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:xxx — —— \ / 1 R\GK L STEP '18-9 ` 171 ° EXISTING CONTOUR LINES ARE SHOWN THUS: \ ER,CK XP19.5 BRdcK W \ x a ' OOR G.FL. - GARAGEFLOOR •O � x` '1(K aVRB Gm G1PN x BEL � • sT 51A -19.-3 Iva '♦ 18.3° On O 19.4 °� ' 17.3 7-0T A� 18.7 24.3 n t DR1vEN `.: V 18.3 OGK o OUN�POLR i° .1a<' ELG\PN Bm Gt�W X 18.69v .a / 17.0 .. •. xeu rn 7'Ti Ate. .♦ • 18.7 197i/ Q G1 r� o // 17.9 a C) • Q � Faces 2a.3' 1s.6 °i \ 19.11 �7x !x R o / �` x 18.3 0 EDGE �,\ z 1X19.3 `� 18.33 1 6'3$ 01. `�,f Vv 0.2'5. 0'2 E 5 FENGE ' OST & RA1` 'C1 /GF�GEE LST 45 PREPARED STANDARDSIFOR TITLE NCE W ESURVEYS AS ESTABITH THE LISHED UM ty N/0/., MUNCH FOR BY TSUCH USE BYNTHE PNEW VYORK ED NSTATE ADOPTED O MA&GMARY �FFELL TILE ASSOCIATION. C.?` ; 1 ; �. t0 � M1 1 Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF — 1 SECTION 72LA OF THE NEW YORK STATE Nathan Taft Corwin ��� EDUCATION LAW. D � 1 317[E COPIES OF THIS SURVEY MAP NOT BEARING D THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Land Surveyor A�1 •�n 1p�11 - 3 ?'r�J I J CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: StanleyJ. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys — Subdivisions — Site Plans — Construction Layout �YOWN OFSOU'T�iTv�� TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. Y y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 25-015B • 3 - SURVFYOF L 0`T S 1 s 2 s P/O - 3 & P� 0 4 SEPTIC SYSTEM TIE DISTANCES AMENDED MAP OF COVER HOUSE CORNER A" HOUSE CORNER-B" MATTITUCK HEIGHTS SEPTIC TANK 20, 42.5, j OUTLET COVER FILE No. 11'84 FILED JULY 24, 1935 CESSPOOL SITUATED AT COVER 1 ?� �� 32.5' COVER ' CESSPOOL 31.5' 48.3 MATTITUCK Ia " e- TOWN OF SOUTHOLD SUFFOLK DEP qTi AEtiYT CGI-'F EAI:M SE: ` iCES SUFFOLK COUNTY, NEW YORK ^ , S.C. TAX No. 1000-107-09-18" A� �AS- �G EF 'A% N1RESD`I= 'C0,10PEsFOS -a U SCALE 1"=30' C+;3teU T 0 9 2019 ' H.S.Ref.1,�O. lefo-IE--00&3 JANUARY 25, 2005 L= MAY 21, 2018 UPDATE SURVEY The seb ago dis7Cssl amv!atwr s-,4 Olrt PU';fieS 2t I'As for-3ti-.On have been MARCH 26, 2019 FOUNDATION LOCATION Impaeond anidvir rr�s;iEcd by tnis =r„', „� t SEPTEMBER 25, 2019 FINAL SURVEY FOR ADDITION * e •OiGF��f�?F3yS'tO;c�y+e€1l�FOt1t1��0 58�Sf3C#3 y FOR�:N! uii�;ij3,d! -o BED R4�C9`�& AREA = 34,112 sq. ft. (TO TIE LINE) 0.783 C1C. Craig Knepper, P.E., Chief Office of Wastewater %9anagement . JEJ = - X31 WASER. JN-�4 E ROAD) ° 0,0�VAtVi 01 j4 ' '- •' ' f ° tCONC.ROAO• oUE C EDGE OF Utl#34 v v siER a LO ° o SIE NpEFI I r, 11$ \ 1 O o)0 °a B /' SER \ a °° 1 00 P IC BM \ o E > jC y 1 ROOF O pORCN N� CHIMNEY GFSSP 101 i I o y \ l� O 1 OPEN WOO PIC.. UNI o'i °° O 3 0'v'' CESSPOOU \ ;P. saREEN m 11 '151 HOOSE g.3' o 0\03 o A o 1 % L!1 ORCN N 1 RpME 3.5 ' ad c3� \ ot„ 323 P�� 1 � \ W000 Sj ° PRBOR RICK& gTEP 1 1 °v ' - \ gR1CK PPTO BRl�k 1 o c° ° \aQ v 'v° •v ° v C fir . 3' a QE1,G\PN 8\"aGK c'U ° RB �- .4 ° � ° P 1� ° Q a ° zo 0 \ 100 EDGE I NCE O 9 N ° CP H • \\ •�i91- Iw m1 36.3 2 1 1 0<N- OUNP E OGAS` A_77° - .\ FEN GE gS• O __ , .zE. OSjRAIL INCE /G & A o LOT 0 0/F C14NOV9 CERTIFIED T0: y RE/T A' M ELL COMMONWEALTH LAND TITLE INSURANCE COMPANY 0 MA&MARY RAFF y ; LEHMAN BROTHERS BANK �” ''' =sf�' JOHN ELLIOT AMY ELLIOT - Nathan a Corn I PREPARED IN ACCORDANCE WITH THE MINIMUM UNATHALTERATION OR-ADDITION STANDARDS F9T E SURVEYS AS ESTABLISHED TO THISIS SURVEY IS A VIOLATION OF BY THE S. AND ARN ROVED AND ADOPTED SECTION 7209 OF THE NEW YORK STATE FOR C U Bt% YORK STATE LAND EDUCATION LAW. Land Surveyor TI , L 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. Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. z ! , ONLY TO,THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions '— Site Plans — Construction Layout .- TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 Fax (631)727-�727 <� TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS `. $0467 1586 Main Road P.O. Box 16 n( 93' THE EXISTENCE OF RIGHTS OF WAY D� _ Jamesport, New York 11947 Jamesport, New York-11947 N.Y.S. Lic. No. 50467 AND, N EASEMENTS OF RECORD, IF _ ANY, NOT SHOWN ARE NOT GUARANTEED. 2�—n1 rw, 4 REScheck Software Versi®n 4.6.4 Compliance Certificate Project Elliott Residence Energy Code: 2015 IECC Location: Mattituek, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDD) Permit Date. Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3770 Wickham Avenue Frederick Weber Dominick Cusumano Mattituck, NY 11952 Architect Cusumano Custom Homes 41 east Maple Road 12 Wilbur Street Greenlawn, NY 11740 Lynbrook, NY 11563 631754-5555 631782-4759 fweberarchitect@yahoo.com cusumanocustomhomes@gmail.co m Compliance. 4.3%Better Than Code Maximum UA 141 Your UA 135 Maximum SHGC: 0.40 Your SHGC- 0.27 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 Assembly or Cavity Cont. U-Factor UA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 244 30.0 0.0 0.035 9 Ceiling 2: Cathedral Ceiling 804 30.0 0.0 0.034 27 Wall 1: Wood Frame, 16" o.c. 870 27.0 0.0 0.051 38 Window 1:Wood Frame:Double Pane with Low-E 120 0.300 36 SHGC. 0.27 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 578 21.0 0.0 0.044 25 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 byqding has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory require aWisthe REScheck Inspection Checklist. Name-Title Sign turwe-��f. 'l Date Vis \G K Project Title: Elliott Residence Report date: 06/17/19 Data filename: C:\Users\Fred\Documents\REScheck\Elliott-ResCheck.rck Page 1 of 9 REScheck Software Version 4.6.4 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 ;` PlahsVerifiecd' -:FlWd.Verifi6d`� , ' ue Pre-8rtis ection/PIan�Hteview 4�aiue" �aB -_ - Comp i(is? Con'sme�nts/Assumptions', 103.1, ;Construction drawings and ; ❑Complies 103.2 documentation demonstrate :1❑Does Not [PR111 ;energy code compliance for the :building envelope.Thermal _;❑Not Observable ; envelope represented on s ,w=❑Not Applicable construction documents. '• 103.1, (Construction drawings and r _�' °j❑Complies 103.2, documentation demonstrate " `°:J❑Does Not 403.7 :energy code compliance for 1 ❑Not Observable ; [PR3] ;lighting and mechanical systems. J ;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 T❑Does Not [PR2]2= . on loads calculated per ACCA y Manual J or other methods I Btu/hrg: Btu/hrg ❑Not Observable ; approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) ;,2- Medium Impact(Tier 2) 3`,1 Low Impact(Tier 3) Project Title: Elliott Residence Report date: 06/17/19 Data filename: C:\Users\Fred\Documents\REScheck\Elliott-ResCheck.rck Page 2 of 9 ' ^ ptz ,3�`b�.-12, A protective covering is installed to ',Elcomplies protect exposed exterior insulation Zboes Not and extends a minimum of 6 in. below UNot Observable; :E]Not Applicable [F1011 installed Tboes Not �FlNot Observable: :E]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) act(Tier 3) ' Project Title: Elliott Residence ' Report date: 06/17/19 Data filename: C:\Users\Fred\Documents\REScheck\Elliott-ResCheck.rck Page 3of 9 ksl6cti6n' Pll�ns,VL;-rifIed "� ield'-Ve' ug I Ins h # rpmin pect to mplies?_,,,',, CornJrnehti/Aisumptjons lu &Re'qM],,7 402.1.1, ;,Glazing U-factor(area-weighted U- U_ ,E]Complies See the Envelope Assemblies 402.11, average). :E]Does Not table for values 402.3.3, 402.3.6, ;E]Not Observable 402.5 :E]Not Applicable [FR2]1 303.13 U-factors of fenestration products E] -, Complies [F[14]� ;are determined in accordance ,,,E]DoesNot " � !with the NFRC test procedure or &24 E]Not Observable �,taken from the default table. JE]Not Applicable 402.4.1.1 �;Air barrier and thermal barrier "."ElComplies [FR23 ]1 :installed per manufacturer's E]Does Not instructions. E]Not Observable I ='E]Not Applicable 402.4.3 lFeriestration that is not site built OComplies 4 FR2011 ;is listed and labeled as meeting ODoes Not AAMA/WDMA/CSA 101/i.S.2/A440 t- _�]E ]Not Observable:or has infiltration rates per NFRC 400 that do not exceed code Applicable limits. ,462.4.5-' [C-rated recessed lighting fixtures ElComplies ,[FR16]2,,,. sealed at housing/interior finishJ E]Does Not and labeled to indicate :s2.0 cfm E]Not Observable leakage at 75 Pa. ")E]Not Applicable 403.2.1 ;Supply and return ducts in attics [FR12]1 ;insulated >= R-8 where duct is "ElDoes Not >= 3 inches in diameter and >= E]Not Observable R-6 where< 3 inches.Supply and -_'-:JE1Not Applicable return ducts in other portions of 1the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 % VV ;for< 3 inches in diameter. 403.3.3.5 -'Building cavities are not used as 'Elcomplies _,R15]3,"J ducts or plenums. -.­�,-'ElDoes Not E]Not Observable Applicable ; 403.4 HVAC piping conveying fluids R- r R- E]Complies above 105 QF or chilled fluids :E]Does Not below 55 QF are insulated to>_R- :E]Not Observable 3. 1 ;E]Not Applicable 403.4.1 Protection of insulation on HVAC Elcomplies [FR2411 :piping. _i? Does Not 00 ZINot Observable iE]Not Applicable 403-.5-.3,,--1` Hot water pipes are insulated to R-_ R- :LJComplies [FR18]2 rtR-3. :E]I Does Not bNot Observable �01\lot Applicable 408.'6'1` Automatic or gravity dampers are Elcompi ies [FR19]2 installed on all outdoor air "E]Does Not intakes and exhausts. EJNot Observable El NotApplicable Additional Comments/Assumptions: 11 High Impact (Tier 1) Medium Impact(Tier 2) 1 Y'l Low Impact(Tier 3) Project Title: Elliott Residence Report date: 06/17/19 Data filename: C:\Users\Fred\Documents\REScheck\Eliiott-ResCheck.rck Page 4 of 9 Sections s - _ #: `sleasu6ati®n`.ins`pectiora'. ..flans Verafied8° F eid'i!_eeiffied.rt CQT01ieS t®cvments/Assafr'ipti®ns'°' ���falue` Vae" �� 303.1 All installed insulation is labeled :f. _ . , ❑Complies ; [IN13]2or the installed R-values � '° ,_ �-�:' ;-❑ provided. =" �` ;] Does Not ' Aaytt ❑Not Observable 1❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6I ❑ Wood ❑ Wood ❑Does Not ;table for values. [IN1]1 ;❑ Steel ❑ Steel �❑Not Observable ❑Not Applicable , 303.2, ;Floor insulation installed per n," ❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 f in substantial contact with the _° �;'s k, a,'` d` ;underside of the subfloor, or floor(" M1 ❑Not Observable ; ;framing cavity insulation is in _ - ❑Not Applicable contact with the top side of 'sheathing, or continuous " linsulation is installed on the ;underside of floor framing and extends from the bottom to the ;top 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 1/2 of the E] 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 ; requirement applies (FR10). ;❑ Steel ❑ Steel ,❑Not Applicable 303.2 (Wall insulation is installed per °. " �A� �. . '� � " „ „ ❑Complies ; [IN4]1 manufacturer's instructions. z'' „ }❑Does Not ' ',"•; -,�., .. [:]Not Observable ; �- z3 _`!❑Not Applicable Additional Comments/assumptions: 1 I High Impact(Tier 1) I-,,2,Il Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Elliott Residence Report date: 06/17/19 Data filename: C:\Users\Fred\Documents\REScheck\Elliott-ResCheck.rck Page 6 of 9 „Section-, ; r Plans,Verified--1 ,Field„Verifiei! y #' `:,,• He al➢ns�ec$ ®n ovisieiai's Cogngs➢ies.- ;ppm eats%As`s, tioias- Val 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, 402.2.6 F] Steel ❑ Steel ❑Not Observable ; [FI1]1 ' :❑Not Applicable 303.1.1.1, ,Ceiling insulation installed per -” „,;F t,;,, ,;.:,• . ' r ❑Complies 303.2 '�', ��_�'�'^” t-fr '�n ❑Does Not manufacturer's instructions. �`:= �,a�z;�.r �^�. r,,;� �_H"'.K� �;�° , [FI2]1Blown insulation marked every r = " - � 300 ft . ❑Not Observable I �' = ' :-; '.:,•i ",,:z ❑Not Applicable 402:2.3 Vented attics with air permeable �_ _ " `' ;k•❑Complies [FI22]2 ', insulation include baffle adjacent ❑Does Not =°A�' to soffit and eave vents that )❑Not Observable ; extends over insulation. .„ ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies ; [F1311 insulation >_R-value of the ❑Does Not !adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [F[17]1 ach in Climate Zones 1-2, and :❑Does Not <=3 ach in Climate Zones 3-8. 1 ❑Not Observable ❑Not Applicable 403.2.3 ;,Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 PDoes Not i<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;❑Not Observable tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.2 ;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 leakage measured with a ; pressure differential of 0.1 inch ; ;❑Not Applicable w.g. across the system including !the manufacturer's air handler enclosure if installed at time of ; ;test. Postconstruction test:Total 1 leakage measured with a 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 ; [F[24]1 by manufacturer at<=21% of ,, ,,���d-' ,'h. `�� �A,r '�� ;� - � a❑Does Not r � design air flow. -r ❑Not Observable ❑Not Applicable '403.1.f-- r(Programmable thermostats i'' a, x ., ❑Complies [FI9]? .r,. installed for control of primary ❑Does Not heating and cooling systems and J initially set by manufacturer to „' ,'_ "w' :n ❑Not Observable ; ❑Not Applicable ;'-code specifications. 4, = 403.1.2' Heat pump thermostat installedrt❑Complies ; [FI10]?' #on heat pumps. FF`'; % r; ` 's"tt:':” ;r,r° El Does Not ❑Not Observable ❑Not Applicable , 403.5:1 Circulating service hot water [,� �z,. ;� ,,❑Complies ; [FI1°112''' systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ; ❑Not Applicable , 1 High Impact(Tier 1) ,2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Elliott Residence Report date: 06/17/19 Data filename: C:\Users\Fred\Documents\REScheck\Elliott-ResCheck.rck Page 7 of 9 Pians Verified,, '-Field Verified #� Final Inspection,Provisions—, Coe•npiies_?r� Comments//assumptions .ValueVue. ,:;, als 40:6.1 ' All mechanical ventilation system ' = -'j❑Complies [F„125]x . fans not part of tested and listed _` ` = - �. r- ❑Does Not HVAC equipment meet efficacy ..;y ` ;�,�,' „;• ..i and air flow limits. f- []Not Observable `❑Not Applicable 403.2`, �I Hot water boilers supplying heat fF�` - tom; a❑Complies FI26��`' through one-or two-pipe ( ], g o-pipe heating ° x EJ Not systems have outdoor setback ' control to lower boiler water _ = , „ f 1❑Not Observable "•' �"'� jElNot Applicable _ temperature based on outdoor PP temperature. 4015:1.1 Heated water circulation systems ❑Complies [FI28]? have a circulation pump.The € .i❑Does Not system return pipe is a dedicated _ ' return pipe or a cold water supply £ _ ` ❑Not Observable ; pipe. Gravity and thermos- ;” � `� ❑Not Applicable ;syphon circulation systems are 1 not present. Controls for - circulating hot water system �; ,” -a�.� ;, - - ,, - • pumps start the pump with signal for hot water demand within the ' occupancy. Controls :, =, - �•�_ i 5 s automatically turn off the pump` ; when water is in circulation loop is at set-point temperature and �� �'o", no demand for hot water exists. r 403.5.1.2 Electric heat trace systems , • n'� ❑Complies (F1291?-! comply ; ` I with IEEE 515.1 or UL ❑ p y F ; •: r� ;� Does Not 515. Controls automatically - YI ❑Not Observable adjust the energy input to the `-y ="' „ heat tracing to maintain the :;❑Not Applicable _ ; desired water temperature in the piping. F ; 403.512' Water distribution systems that '� =�`�El p ` ; lies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water - __ �`t,• °� _ supply pipe back to the heated _-- ❑Not Observable water source through a cold ,' _�' ��� ''- fi)❑Not Applicable water supply pipe have a i demand recirculation water "„ t system. Pumps have controls '" ; ;that manage operation of the pump and limit the temperature ,' Iofthe water entering the cold4� water piping to 1049F. { ' 403.5.4' Drain water heat recovery units .� - �_� " ❑Complies �9 . ti,�• , [FI'31]z tested in accordance with CSA ❑Does Not f B55.1. Potable water-side pressure loss of drain water heat a' ,❑Not Observable recovery units < 3 psi for Fr� . a��u ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water N, s.;„ heat recovery units < 2 psi for individual units connected to three or more showers. %'k, a ; 404.1 :75%of lamps in permanent } ;. ' ❑Complies ; [F16]1 !fixtures or 75%of permanent = 0, Not :fixtures have high efficacy lamps. ! ❑Not Observable ;Does not apply to low-voltage . ;lighting. 4 ❑Not Applicable ,4041,11,- 'Fuel gas lighting systems have ❑Complies [FI23]3 ;no continuous pilot light. Not ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 1,2" Medium Impact(Tier 2) 13,1 Low impact(Tier3) Project Title: Elliott Residence Report date: 06/17/19 Data filename: C:\Users\Fred\Documents\REScheck\Elliott-ResCheck.rck Page 8 of 9 �eC�loll, - , Plaets Verified, Fieie9.Vey d FinaOElnsjiection,I?rovisions'` sc ,,Conlp.Ies?- C®ititnen#sfAssurngltiorns � �%ai`u � , _ �laltne:''' Se R6 I� ',• . Compliance certificate posted. �� �. � n �.> �"�%".,�❑Complies ;. , I lz, �� .�y,r. ��.��� , :>=-'._,'" Does Not �J,,v; ;: ,';' '' `�,'-EszC, . :,.�_'_ - Mi❑Not Observable +4� y" ❑Not Applicable ,'j Manufacturer manuals for '; . f :,,v yr'" ' a. yrs;+°' i x`OComplies `�,, [FI18]� i mechanical and water he ❑Does Not jsystems have been provided. t _,�'�,•°: e`, x. ° ,; ❑Not Observable ..9 h T __o A �n�:. ;te a - = ='�� '`s ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) r2, Medium Impact(Tier 2) 3,•, Low Impact(Tier 3) Project Title: Elliott Residence Report date: 06/17/19 Data filename: C:\Users\Fred\Documents\REScheck\Elliott-ResCheck.rck Page 9 of 9 2015 IECC Energy Effidency Certificate Insulation'RAting Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): e•• s Window 0.30 0.27 Door • &C ooli.nq Equipment Heating System: Cooling System• Water Heater• Name: Date• Comments `5 REScheck Software Version 4.6.4 Compliance Certificate Project Elliott Residence Energy Code- 2015 iECC Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4. (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3770 Wickham Avenue Frederick Weber Burger Construction Mattituck, NY 11952 Architect PO Box 934 41 east Maple Road Cutchogue, NY 11935 Greenlawn, NY 11740 631484-9763 631 754-5555 burgerconstruct@aol.com fweberarchitect@yahoo.com Compliance 14.6%Better Than Code Maximum UA- 144 Your UA- 123 Maximum SHGC 0.40 Your SHGC- 0.27 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 AssciM411ym m Ceiling 1: Flat Ceiling or Scissor Truss 254 38.0 0.0 0.030 8 Ceiling 2: Cathedral Ceiling 351 38.0 0.0 0.027 9 Wall 1: Wood Frame, 16"o.c. 870 28.0 0.0 0.050 38 Window 1:Wood Frame:Double Pane with Low-E 120 0.300 36 SHGC: 0.27 Basement Wall 1: Solid Concrete or Masonry 656 0.0 15.0 0.046 30 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Window 2:Wood Frame:Double Pane with Low-E 8 0.290 2 SHGC. 0.29 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The propos d uilding h s been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory req ire e s I's din the REScheck Inspection Checklist. PC IIPE� Name-Title Si nat re Date Project Title: Elliott Residence Report date: 10/04/18 Data filename: C:\Users\Fred\Documents\REScheck\Elliott-ResCheck.rck Page 1 of 9 REScheck Software Version 4.6.4 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�_!!e"rifled �lFi old'40er ified << #'�_ '; Pre-Insp6ctlon/Plan,Review roue" -;Va6ue Conopiies?- Cornrnents/Assurnptions, 103.1, ;Construction drawings and ❑Complies 103.2 (documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the I building envelope.Thermal ❑Not Observable envelope represented on - ;1;="�❑Not Applicable ; ;construction documents. , 103.1, ;Construction drawings and " ` � ~ ��`' = `, '�❑Complies 103.2, :documentation demonstrate ❑Does Not 403.7 :energy code compliance for A [PR3]1 ;lighting and mechanical systems. "❑Not Observable !Systems serving multiple �_ --' ;)❑Not Applicable ;dwelling units must demonstrate compliance with the IECC .s Commercial Provisions. - 302.1,- �!!!Heating and cooling equipment is; Heating. Heating: UComplies ; 4017, sized per ACCA Manual S based Btu/hr Btu/hr !❑Does Not [PR2]2- on loads calculated per ACCA Cooling: ; Cooling: ;1 Manual J or other methods ; Btu/hr ; Btu/hr ❑Not Observable , approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) -:2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Elliott Residence Report date: 10/04/18 Data filename: C:\Users\Fred\Documents\REScheck\Elliott-ResCheck.rck Page 2 of 9 ` ` . Field V6elfie tion es 402.1.1 :Conditioned basement wall R- R- �E]Complies :See the Envelope Assemblies [F04]1 !insulation R-value.Where interior; :table for values Jnsulation is used,verification ;may need to occur during :E]Not Observable ;Insulation Inspection. Not �,E]Not Applicable !required in warm-humid locations; ,in Climate Zone 3. 303.2 Conditioned basement wall 4- ­10complies (F0511 !Insulation installed per ""ElDoes Not manufacturer's instructions. AACINot Observable ,11]Not Applicable 402.2.9 Conditioned basement wall ft ft ',E]Complies ;See the Envelope Assemblies [F06]1 hnsulation depth of burial or table for values. :distance from top of wall. UNot Observable 1E]Not Applicable 303:2 ive covering is installed to protect exposed exten ,'DDoes Not insulation and extends a Not Observable El -1 minimum of 6 in. below grade. E]Not Applicable 1`0121F, controls installed. '�40[Does Not _,�,,,3EINot Observable I.E]Not Applicable AdditiomaUCommmemtm/Assummptions: ' act(Tier 1) 2,'Imedium Impact(Tier 2) ict(Tier 3) ' Project Title: Elliott Residence Report date: 10/04/18 Datafi|enanne: C:\Users\Fred\Documents\RE5check\EUiott-ResCheck.rck Page 3of 9 Section ;,e Plans Verafied Field Veriffled-. " # FramingI Rough-ln Inspection s'Value Value 'Complies?' - C6rnrioents%Assumptions Se Red.iD - 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, ' 402.3.6, ; :[:]Not Observable 402.5 i ; ;❑Not Applicable [FR2]1 303.1.3 ;U-factors of fenestration products . ;a" v; .�;'t -ti;''t: ,� ❑Complies [FR4]1 (are determined in accordance !❑Does Not Q) with the NFRC test procedure or ;taken from the default table. I ,4❑Not Observable {` a❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ,'�❑Complies [FR23]1 !installed per manufacturer's El Does Not } ;instructions. ❑Not Observable , " ;❑Not Applicable 402.4.3 ;Fenestration that is not site built C°_'� ', JE]Complies [FR20]1 its listed and labeled as meeting •`❑ ss Does Not 00 , per /WDMA/CSA 101/I.S.2/A440 or has infiltration rates NFRC �_ ' ❑Not Observable :400 that do not exceed code ❑Not Applicable , ;limits. __ I 402.4.5 IC-rated recessed lighting fixtures r';ti„- - yew, ;­J❑Complies [FR1'6]? sealed at housing/interior finish " ❑Does Not and labeled to indicate<_2.0 cfm3' 4 , 'leakage at 75 Pa. "r.. ❑Not Observable ' �; y (, I❑Not Applicable 403.2.1 ;Supply and return ducts in attics ' ' `''. --• .r; )❑Complies [FR12]1 !insulated >= R-8 where duct is I a[]Does Not >= 3 inches in diameter and >_ .: `', ;R-6 where < 3 inches. Supply and I ❑Not Observable return ducts in other portions of °�r" "�x >}_° ,�'�' ❑Not Applicable ;the building insulated >= R-6 for = diameter>= 3 inches and R-4.2 for< 3 inches in diameter. } 403'.3:3.5 Buildingcavities are not used as �. r ❑Complies [FR15]3 ' .l ducts 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 ,❑Does Not below 55°F are insulated to>_R- a` I3 ; ; ;❑Not Observable ; ,❑Not Applicable 403.4.1 ;Protection of insulation on HVAC '­.ti❑Complies [FR24]1 ;piping. -i❑Does Not ' 1EINot Observable ' �J❑Not Applicable 403.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies ; [FR18]2, i zR-3. ;❑Does Not ;❑Not Observable ' ❑Not Applicable 403.6 )'Automatic or gravity dampers are ❑Complies [FR19installed on all outdoor air '�h :4' >�' ""�` �' `'❑Does Not intakes and exhausts. ❑Not Observable j =, : ❑Not Applicable Additional Comments/assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: Elliott Residence Report date: 10/04/18 Data filename: C:\Users\Fred\Documents\REScheck\Elliott-ResCheck.rck Page 4 of 9 Section plans Verified Field Verified. Insulation Inspection ,.Complies?', Cofmments/Assumptions & Regal Value , Vailue 303'.1 All installed insulation is labeled - `' - ' ', ❑Complies [IN13]2 or the installed R-values - , ❑Does Not provided. -: f ,❑Not Observable =� ❑Not Applicable 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 [IN3]1 :exterior,the exterior insulation ;E] Mass E] mass :❑Not Observable Q) ;requirement applies(FR10). ;❑ Steel ❑ Steel �❑Not Applicable I 303.2 ;Wall insulation is installed per K,❑Complies [IN4]1 ;manufacturer's instructions. ;❑Does Not ❑Not Observable El Not Applicable ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1"2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Elliott Residence Report date: 10/04/18 Data filename: C:\Users\Fred\Documents\REScheck\Elliott-ResCheck.rck Page 6 of 9 Section plans.Verified -° FieldVerified # Final Inspection,pirovisi®ns r Com les?._ C,o`ritrrients/Assumitioris' Rega® `�lalue Value., 11 1 " 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 ❑ Steel i E] Steel ❑Not Observable [FI1]l ; : ;❑Not Applicable ; ; 303.1.1.1, !Ceiling insulation installed per t,r;;`,- a❑Complies „ �^. r, ,1 303.2 !manufacturer's instructions. .4 ❑Does Not [FI2]1 ;Blown insulation marked every ;_ ,�a.' 300 ftp. �e ° �� El Observable ❑Not Applicable 402,2.3'-, ,Vented attics with air permeable �y `AE]Complies 1 W122]2 insulation include baffle adjacent �'«� ' � �' s❑Does Not to soffit and eave vents that i extends over insulation. )❑Not Observable -ej❑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 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = I❑Complies [FI17]1 1 ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ! ❑Not Observable ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 i cfm/100 1❑Complies [FI4]1 cfm/100 ft2 across the system or ftz ft2 ;❑Does Not <<=3 cfm/100 ft2 without air handier @ 25 Pa.For rough-in ❑Not Observable !tests,verification may need to ;❑Not Applicable ; occur during Framing Inspection. 403.3.2 !Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies [FI27]1 determine air leakage with I ft2 ft2 ;❑Does Not either: Rough-in test:Total leakage measured with a I❑Not Observable :pressure differential of 0.1 inch : ;❑Not Applicable ; w.g, across the system including ;the manufacturer's air handier !enclosure if installed at time of ! : ;test. Postconstruction test:Total :leakage measured with a 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 [F124]1 !by manufacturer at<=2% of - a = •i❑Does Not design air flow. E h. ❑Not Observable : ❑Not Applicable 403.1.1 r Programmable thermostats ❑Complies ' [iilO installed for control of primary � ' ' ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable ; code specifications. i' '� k�' �^ �="`.°,%_;: -J❑Not Applicable 403:1.2" Heat pump thermostat installed ,- ii ❑Complies [FI10]2 on heat pumps. ' ❑Does Not []Not Observable ❑Not Applicable 403.5.1 :Circulating service hot water �,` ,❑Complies [FI11�]2 ]systems have automatic or �� `�`; - ��`3❑Does Not accessible manual controls. r' 1❑Not Observable Applicable„ ,j❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3 1 Low Impact(Tier 3) Project Title: Elliott Residence Report date: 10/04/18 Data filename: C:\Users\Fred\Documents\REScheck\Elliott-ResCheck.rck Page 7 of 9 Section` Plans,,Verlfiedv' Field Verified { #' Final Inspection hrovisions, ,Value Value �� Complies?`- 'Com"menu/Assumptions .&,Req.1113, f r b1cf-V60fie' d Finall,llnsp6ai6r� ions _Conip Co�mment4A9§uffiviions. ,','p atfs,V6tified, ]A lies. Vb UiW, Value I Compliance ompianc, Ii e certificate posted. '-"'L-JComplies "IE]Does Not -1"'E]Not Observable 'EINot Applicable 303'. Manufacturer manuals for Elcomplies F 'l8] --I mechanical and water heating "I -'�; '_']E]Doesl\lot "I systems have been provided. , ,,S'E]Not Observable 'EINot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) _J;2 I Medium Impact(Tier 2) ;,3' Low Impact(Tier 3) Project Title: Elliott Residence Report date: 10/04/18 Data filename: C:\Users\Fred\Documents\REScheck\Elliott-ResCheck.rck Page 9 of 9 �J( 2015 MCCEnergy Efficiency Cerfificate s • Above-Grade Wall 28.00 Below-Grade Wall 15.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.30 0.27 Door NMI o e• o • e Heating System: Cooling System: Water Heater• Name: Date: Comments , i FREDERICK _ 8 Ex ROBERT WEBER Existing Attic Existing Attic ARCHITECT Strap Ridge (T9p.) Asphalt Roof Shingles 30Felt th (2) 14' LVL Ridge 5/8" Plywd. Shea ing --w/Angle Brackets :': ':::.:;::;: i)...14. .L.V.L .f2'id9ll :;;{ :':: ��s... l .I'...::::::...........}.....::::.i1::.:::::::.1:_.: Asphalt Roof I�-1 II— 171— 12 30" Felt,, Ice It il 11 11 Water New 0 en II 6 � Shield 8 Perimeter Sppra Fos Ins Ged i Ex 2x8 RR It 8 2x6 C.J. 16"oc Existing 2nd Floor m Existing 2nd Floor -I Ice t Water Shield Strap Rafter to Ex. 2x10 F.J., 16"oe Header t Strap "Hurricane" Ties ---- Header to Posts iv ....... .......................... All Rafters r • i I I I T1 PVC Crown It I I Trim Bd. i (3) 9 I/2" Int. Walls- NEW WALLS: LVL Hdrr. 111. BATH]BATH Ro ul for ` New White Cedar Shingles, I I Sound ' (5„ Exposure), New House 1D i I Porch Columns co Shower �{” MBR - °p Wrap w/ Drainage Plane I I Il 0' 6 �� New 5/8" Plywd. Sheathing 12"x2" Bluestone New 2x6 Studs, 14" oc, Q ` New 2" Closed Cell New Bluestone i i Coping Edge - Vanity 1 `v Porch Floor on I I �r Floors to P i I S ra Foam Insulation ( I Existing1st Floor c i Reinf. P. Conc.::: ; I" Stone Existing 1st Floor M Align i "-P1gar . ubf P y „ Slab I I Ex. 2x10 F.J., 16 oc, em 9�121I-J�oi t 3 I/2 F.J. Bats (R13) v 1 Veneer Facing _- v on Porch Found.Of 5/8" GWB Existing �s .i. I ........ 18 _0.......... 1/2"..LVL Spray Foam "Box' Sill/lE. 6x8 BeamE - --� xisting 8" New lCx8" i Remove Existing "Locust" , - New (2) 2x6 Pressure Treated Conc. I. I Posts i Replace w/ 3 l/2"� _ New I/2 Floors- 6 RoXul I " I Sills, w/ 5/8 xl6 A.B. 32 oc. Porch Found. Wall Steel Pipe Columns I Stl. Pipe Col For Sound, Fire. , Existing Crawl Space Found. Wall Piers to New 8 Conc. P : Coincin 18'/ 1 New 3 I/2"� �- Support Slab Steel Pie Col. Edge i on Cont. I6"x8" I Thermal R21 , I Sill Seal t Copper Faced P g EXISTING BASEMENT , Found. Wall - ' Termite Shield on 30"x30"x15" L� i P. Conc. Ftg. P. Conc. Ftg. _� 9'-0" 9'-2" New 8" P. Conc. Found. (Replace I I Wall w/ (2) 45 Bars Locust Posts) INEW BASEMENT ; ToQ t Bottom, 44 Bars Existing Basement Slab Existing Basement Slab `\ 32' oc Vert. I : New��P.Conc_. Slab ; Dam roof f� 14"X0 10/10 1 PP L------- I i I WWF Reinf• Below Grade I I I I I I L----JL------_o I I 0 L------ 8 -2 New 18"x10" Cont. w 18 -O P.Conc. Ftg. w/ SECTION AA_ SECTION 13B- 2" Kegwag I/'I" I'-O" DRAWING TITLE: - -------------- - -_------------I------.. -:: -------------- -:•--------------------- ------------------------- ---------------- I I New Porch Roof I JOB: I l i i I -------------- { ELLIOTT Overlay Roof-�`� RESIDENCE I Porch Roof PoJection 3110 WICKHAM AVENUE MATTITUCK. NY TOWN OF 5OUTHOLO j Existing Existing9 /r� 5CTMu 1000-101-09—I8 BR 2ARCHITECT: Ridge rickrj FREDERICK R. WEBER 41 EA5T MAPLE ROAD CL. Fireplace GREENLAWN, NY 11140 I 52 NOYAC PATH L WATER MILL, NY 11914 TEL 431 154-5555 fweberarchitecteyahoo.com I I SEAL: -------------- D Copper Roof Existing Existing Existing ROOF PLAN BATH - REV.::�v JUNE 11, 2019 DATE: SEPT 26, 2018 SCALE: 1/4' - P-O" JOB NO: w201111 DRAWING NO. Existing Roof 2ND F= LOOR PLAN- NORrH A4 1/4" = 1'-0" OF Al DO NOT PROCEED WITH FRAIMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BE-N APPROVED. APPRO ED AS NOTED DATE: FREDERICK e.P.# ROBERT FEE: �• BY: OCCUPANCY OR WEBER NOTIFY BUILDING DEPAR NT AT USE IS UNLAWFL �. 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: WITHOUT CERTI1 ICATL 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE OF OCCUPANCY ARCHITECT 2. ROUGH - FRAMING & PLUMBING pW��41NG 3. INSULATION p �Ml`�TER 4. FINAL - CONSTRUCTION MUST WN a_e r- : W BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW PETS IP"I STORM WATER RU1�'0 F PURSUANT TO CHAPTER 236 EALING YORK STATE. NOT RESPONSIBLE FOR OF THE TOW14 CODE. ,� GSE G 1�p ER DESIGN OR CONSTRUCTION ERRORS. Fire ceparatio SIN P �I 62 required as pe +12• G x ICY p�EANNc'° v NYS Code FAM R TH ITp,RY +12.69 COMPLY WITH ALL CODES GSE ATE 5 AN x OF SIN weo` GREOSEp �,. NEW YORK STATE & TOWN CODES Blower door TO PROP �. D� x+13 53 a 0�VA�S R AS REQUIRED AND CONDITIONS OF and ductwork C 0 A testing required. W C D�G �8 wp,ZER IRE ANS I T WNZBA. ,D +13 vE� YDR M •12 \IAL H Well 777 r C x +13 � x+15.6 CONC RoPO POLE Q ,2� x} p� IN�o!�/ X Sbi � ftSTEES +14.40 EpGE of ��vT34 V) �p �p,M�ER THNTp,RY �1•�- 1`�Iu�s�t provide Manu aIs W '' x N # x+16.8 J SEL PRpp05eo SA „ S and S as per ^ +13.69 +17.4 +16.x' TO NYS Energy H n , Cod H A x+16.6 p x T� N 6 ZO$ j�BO 120 E ^ .0 \ �Y P UMBER CERTIFICATION v 1 +PN -7- O� \ _ Al 0 \ O 0 EAD CONTENT BEFORE �5 05 BPg�N N �� 111 el o �� CER IF/CATE OF OCCUPANCY All exterior lighting �Ny xk x 18'° % EXISTING \ \ V SO DER USED IN WATER installed,replaced o �ggk PLONGCURVE \ C) ` WATER \ New O \ l� L SUP'LYSYSTEM CANNOT repaired shall confo 1 k �E DEF;NEO \SERVICE Drain e -p' W IFXC ED 2/10 OF 1% LEAD. to Chapter 172 �1 ;S \ % \.P \ EXISTING \ x + � x 016.4 of the Town Code v QOM X k`7.3 \EOR I` TREE \ \ r ' p New 200 Amp Undergrour� x O \ 1 `� .� x :Ex Wood ''ra+Te 1 +18.E for Meter r Electrical x 1 i \- Service \ +18.9 i LPI\ \ �, F--� E, , _ : ......:. 1 1 �LUMBIN�' I--� ...... J• o PROPERTY OWNERS: A, ..PLURVIBI�IG WASTE. \ V� +18.3 \ , ' ' .�: 0. .::.':.' ' `� ` �� -`\ +t8. -�` �' R +T8�' 4 :: 1' , L ''2� x -O�� .� JOHN sE AMY ELLIOT ; & VATER LINES NEED,,..' V� ::::::.... +2 :� .:: :::::. :: T1= lR r BEFORE-COv.E 'N TRUSS PLACARDING R o' :: ..:.': :: cn SITUATE: MATTITUCK REQUIRED \ o 0 v TOWN OF SOUTHOLD TEST HOLE DATA \ ��• \ s w "� i� S ' i, SANITARY D 1�f. --` i ..� SUFFOLK COUNTY. NEW YORK TEST HOLE DUG BY \ S��NG � � ��•�'�••••• •• � • '��`��k�g YSTEM �'� � ( \ 0 EXE N rn \NG w- "" ,,,r 1 +17.2 + 0 �. SURVEY INFOR'IATION: McDONALD GEOSCIENCE Q� \SCRECN N EX�S x#18.0 x NATHAN CORWIN, LAND SURVEYOR - ON APRIL 20, 2018) \ \POR 2 S� NOVSE _ L ' 0+ o �7 JAMESPORT, NY ELECTRICAL INSPECTION REQUIRE $ E �� ' -' ��?' SURVEYED: JANUARY 25, 2005 D EL +19' \ +19.0 \ +19. FRPM �y 19. �• \ 2•� \� `ORA) -Atrea of \ 1 LAST UPDATED: MAY 21, 2018 o \ y -' - Existing 1 MIXED LOAM ,LaCON P ?' o S�OR �� ,New Sanitary ` x+Z ELEVATIONS REFERENCED TO N.A.V. 1988 DATUM DRAWING TITLE: \ i + 2StE 1 +20.9 - "� Drainage (Abandon) \ , G \ \ o LOT NUMBERS SHOWN ARE FROM MAP NITLED SITE PLAN \ 000 \ 1 + w "AMENDED MAP OF MATTITUCK HEIGHT " ,� wR80R op ����, \ \ ,y FILE NO. 1184. FILED JULY 2.4, 1935 &SIC? \ x+18.9 1 � +1.1 r LOTS I. 2. P.)", 3. t P/O 4 PALE BROWN <O \ \ FINE SAND SP \ R`CKNG q� uRB n�� y _ ,.o EX�S� �p ��� eR�CK yl, \ \ c� SCTMst IOOC�-10�-09-18 \ p O \5 8 k nNG ooK C c �, LOT AREA: -x.112 S.F. \a6 20.N \ x+18.6 EXlz�,G1 AN 8� +17.3 _16.9, O ` \`` NG +1g \ \ ��s 0 ZONING: R-40/ NON-CONFORMING LOT JOB: WATER IN PALE \ ��� `' X � wP�-L +19 1 +16.3 +17.3 ZOO (20,000 TO 39,999 SF) BROWN FINE SAND SP \ 0 1 O `� ` YARDS: (PRINCIPAL) ELLIOTT17' �- 9 \ � 0 G wA a -nN +18.7 �N �vE SDE ON�>: 15 F.F. EL I' MIN. 4 2' MAX. 01 '`� \ \ �ton � 2'�3 r EPSpNP�-t oR \ , +t8.3 ,r\NG oCK C0RB rn -, RESIDENCE +21'-O" CONCRETE �{"� APPROVED CHIMNEY DEPTH LOCKING CAST TRAFFIC \ �'-�� FyO� \ \\��' X\ �1NO o�,x x+18.69 \' BELG�W 6� � REAR: .�� E c �, ,,,, x+17,o W HEIGHT (MAX.): 35', (2 1/2) STORIES 3110 WICKHAM AVENUE GRADE IRON COVER BEARING -p +1g \ ME -�,� Cl) �' GRADE x FR T PIPE, I/4` PER FT. EL +18-6" TO GRADE SLAB CONCRETE \ G�` \ \ \ PGE v LOT COVERAGE: 20% Max. MATTITUCK NY er MIN. PITCH EL +18 COVER \ e���,�� \ \ � GP �,• � � +18.7 � 61 �' +17.91 0 ACCESSORY STRUCTURE: (LOT 20.000 TO 39,999 SF): TOWN OF SOUTHOLD 4'm APPROVED \ \ 20 -',' x C� SCTMs 1000-10109-1a PIPE, 1/8" PER FT. \ y� \� - SIDE/REAR YARD: 20 w/ 22 HEIGHT ---- __ MIN. PITCH >`Q y a ,-'� . u, � � O MAXIMUM SIZE: 1200 SF N ------ \ �li� F \ �� __ Q0. alt HOUSE VERT EL Eli?0" .o LIQUID _________________i ______ ' \ ��� Q \ ��'F ,.o \ 2 .3' +18.6 °' p ARCHITECT: EL +18'-4" FLOW DEPTH °D INVERT 'INVERT " I y CP O \acl 19.1 _ +17. BAFFLE EL +W-L" IEL +14'-0* NEW (2) I \ G x +18.3 \ + FREDERICK R. WEBER SEPTIC I I I ccs' >\ 1 \ j 41 EAST MAPLE ROAD TANK in I LEACHING I \ c9� \ �o \ 1 $ c� - ROOF DRAINAGE: ti v �,, o•g N• '�, GREENLAWN. NY 11140 0150 GAL ) I COELIA. POOLS O i \ \ �i \1 9 Q EpGn ENCC ' X+19.4 1 b, �+ ; 52 NOYAC PATH QQ WATER MILL NY 11411, (400 S.F.) °° i \ �w +19 3 Zcn^ +t8.3 6 3U HOUSE ADDITION (NORTH ROOF) t PORCH: 590 SF x .166' RAIN = 98.3 CF REQUIRED v I 1 1 x \ d 1 DRUB: (1) 6'O x 5'-0" DEEP DRYWELL5 = 111.4 CF w/ ID'-O" \ \110<"' 1 TRAFFIC BEARING SLAB TOP TEL 1,31 154-5555 fweberarchitect�yahoo.com \ fooN o +18.9 HOUSE ADDITION (SOUTH ROOF): 244 5F x .166' RAIN = 40.6 CF REQUIRED PROPOSED SANITARY SYSTEM I I \ \ E x o. GE 1.g'S. O» Wdl r1ILY `` DR44: (1) 6'0 x 3'-G" DEEP DRYWELL = 18.2 CF w/ SEAL: 3 (MIN.) TO HIGHEST FEN p,RA 1 2 I.E WE TRAFFIC BEARING SLAB TOP : BOT. OF._.LI �� 0 NEW SANITARY SYSTEM FOR (6) BEDROOM HOUSEEXPECTED GROUNDWATER \ �S 0.2 c E�1, TNA` p „'EL +8'-0 0'2 `� p�RA �R 0109E NEW 1150 GAL. SEPTIC TANK 8 -O 8 -O & RA N pM,CE F O I 1L FE E FRP ' NEW 400 S.F. SIDEWALL AREA OF LEACHING POOLS. L-- ------------ ----- J OST ` GAR N/0 I M\3NCH 5 ANI'( (2) Pools. 8' 0 x s' DEEP - - _ - _ - _ - - - ......- 0 45 PRCPRE� P'AFFE�� ^ I MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. HIGHEST EXPECTED O� O M RR D R r, U1 N C� S C H EDU GROUNDWATER EL = 4'-0" c,J `" M A L O Al SITE PLAN A2 HOUSE- FOUNDATION PLAN A3 HOUSE- IST FLOOR PLAN/ADDITION SITE P L A N NORTH A4 HOUSE- 2ND FLOOR PLAN/ SECTIONS REV,: I" = 20,_0„ AS HOUSE- ELEVATIONS (NORTH/SOUTH/EAST) DATE: SEPT 2C 2018 A6 FINISH SCHEDULE/TRIM SCALE: In . 20'-0' Al CODE DETAILS JOB NO: m201111 DRAWING NO. At OF Al FREDERICK ROBERT WEBER ARCHITECT A A9 32'-0" 80 -11 4#-8# 8» r--� r ----------- -------- ------------------ --- N --� -------- - ----------------- 1 ------------ ------------------ ;::.::: . , Biu' •. ' 4 :.' rt ; Ir----------- ------ =--- -- ------ - i - I I - If for Slab I ---- ----- -- --- - I I P. Conc. Slab w/ Edge = I Kj�Dagoerq ess III > I j j New 8" Conc.Vx6" 10/10 WWFIII -4 Found. W Il w/ Compacted Reinf. Above Compacted pCI I I Backfill "� UNEXCAV. Backfill Ln i I N Il P el III iv I I (2) US ars MB t I « « I x r I « « Y -11, « » in "' I B T T \ + `7 III , I I I t #4 Bas 32"oc 1-4 4-II SM B Hen In - a I-4 6 -6 I4 1_1I Id 111 a- CL• I I I Vert. on 18"AO" I I -- -- Conc. vers fp -- --- I :'• I nIIS III I I : I Cont. P. Conc. ( gp.) I I I I I Slab Ed a Sup I I L----------- 14= 6'_141! �{• 4" III __ Beaml I r, I iv ao Existing Gas PubliExistic 2 O Amp i Hr ---- --- - I I-�L I W 121 Gir w 2x1 de 113T 'I )Pock t I I - (2) Service Se vice Shel es/Counte top I y I I"�I xistin Water " �+ J.—. ..�.—. _.,•.—.—.—... I Waterg 8 8 = 12) LOWER HAL I III I i° I `' I 2'ittl0" I :. :o >' Risers L_ L_ Heate � _l l I r e —1�7t/ I I M -- r x• I r _ 8 -6 00 8 ° u 8'-3Y 'v- 6= I 3'-7r 4"30" 3 1/2"0 Steel 111 I I= ° Existing ° Stairs "� Pipe C lumn on ° l2) 9111/2" - - , Unfinished :,+ Up 12 Isers n —.— III " 30"x3 "x15" o LVLIIf J- ! I O « m 11 r:• r , Existing _ 30 " III - P. Conc. Ftg. w/ it III: I :: in Baler iv BASEMENT ? `° _ III (3) 45 ars - 1�- C'' LL U_ _ Both W495 A Existing O Clg. Hgt. O cn Brick Veneer 1111 m n III: I I A4 ' cv cv on "Wonder" d. J `r Jill: I ,:.�,.:. Existing I New - '� Existing P. Conc. Slab I- New ' L`'+ --' F- BASE ENT ~ Fan/Coil - °`- Y / Y I « I » Y Y " P. Conc. Slab w/ tr 8 -0 9 -2 q -0 �--- 8 iC14WINE CELL R P b- I11 •.� -.:•.•.. r— \ 6"x6" 10 10 WWF 00 _ I I Existing 4x8 Gird r �____ cr Brick Arch C ding III `�- o- Relnf. .( yp.) ��F L I —.—. I —I—. I---- 4" l'-II" ti oo I6'-3" III K r----J `1' _; Remove Existing I ____; _ 10 Risefs-Brick 11 2 1/2' Rigid AA Id Fal-F ed I W Locust Posts o L&Wing Wall III F-�-i Install New 3 1/2'� I ed'-10 = III Insul. (F 15) "Thermaxrl Remove Existing on 30Px3e0 �lumn Above f3stn '�- W 2x4 St d Wall iii I '° « « � I , Dam roof Basement Window, ", „. I (2) x10 Hd�. III I I Found. Wall Saw-cut Foundation P. Conc. Ftg. (Typ.) as !�' _-� Ms_- iii Below Wall for New 36" o o ---------- >` --� ;, I Drop Clg. ! ink I + ' Grad • Insulated Door, in I _ °� - + ------ r— `1 " » i ressure Treated - ;r _ W b ----- I'-0" cn 8 4-O Sub-Frame, 1 etch z I DRAWING TITLE: --------- Window Opening -� iv -> -----, r r- -- I I lUm TWell 60 Drain to o02 _9 " I 8, I 2'-q" =M �- FOUNDATION _ _xDrywell = Ladder --__.jN LC-4 : I I O = I -�-0 --I --I-- N I�n v a �,1U4" Full ``� _ 8'-2" 3'-II" --- �r�»---- 3'-II" New P. Conc p IIR Glass q `i' a n it To Sanitary Areaway w/ P. I 8" iv � Conc. Steps, I I Bluestone Coping _ I ;' I Above Slab) 26'-2" JOB: L_ Hand— ELLIOTT Rail RESIDENCE 00 �- I 1------- _ Existing CRAWLSPACE 3'110 WICKHAM AVENUE = y I I ______ ;r MATTITUCK. NY TOWN OF SOUTHOLD SCTMX 1000-101-09-18 zot: 777777 7 77- L---------- NOTES: Hinged Ist ARCHITECT: I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER Alum. Grate _ Bluestone `` _ FREDERICK R. WEBER ao PARALLEL PARTITIONS AND AROUND ALL OPENINGS. Cap — �s - ------ .� 41 EAST MAPLE ROAD GREENLAWN. NY 11140 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. P. Conc. ress i 52 NOYAC PATH 3- ALL FOOTINGS TO BE A MIN. OF 3'-0" BELOW GRADE. Areaway �? " i�U ndow ;r WATER MILL. NY 119'11- Alum. M "� N TEL 1-31 '154-5555 32 -0 « 4- ALL STEEL GIRDERS BEARING ON P.CONC. ' o Ladder " , fweberarchitectaahoo.com FOUNDATION WALL TO HAVE 9x6 xl/2„ '4-B.PL. Drain to v ii r- i y , (UNLESS OTHERWISE NOTED) Drywell �� Note: Window Sill Gravel in ;; to be 44” Above SEAL: 5- ALL COLUMNS TO HAVE L"xl0"A/2" B.PL. 29"x 28 15" i „ ' Bsmt. Slab (Max.) Bottom of :. (UNLESS OTHERWISE NOTED) Plastic Drywell =v Areaway m Bsmt. ---------- A 6- BASEMENT SLAB TO HAVE 6"x6" 10/10 WWF REINF. (NDS FWAS24) °° :. ---------- A9 PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. ' i M- STEEL SHALL BE ASTM A-36 (EXCEPT PIPE COL WHICH SHALL CONFORM TO ASTM A53 ROUND PIPE). STEEL WORK SHALL EGRESS WINDOW DETAIL ' NORTH CONFORM TO THE LATEST AISC SPEC. FOUNDATION FLAN 1/4" = 1'-0" REV.: DATE: SEPT 24. 2018 SCALE: 1/4" - 1'-0" JOB NO: w201111 DRAWING NO. A2 OF Al FREDERICK WINDOW SCHEDULE ROBERT WEBER Unit Model # R.O. Ar g Egres ® WDH210410 Y-0 1/8' x F-0 1/8' 5.81 Yes ARCHITECT © UIDH21044 Y-0 1/8' x 4'-81/8' No 32'-O" 8'-2" 18'-O" © WOH2444 24 1/8' x 4'-81/8' No Q A31** Y-0 V2' x T-0 5/8' No " 10'-0" 10'-0" 10'-0" New Square Columns, Stucco Finish 4xLon Found. Verify Location of O 2'-4 1/8'x 3'-5 3/8' 5.1 Yes PV Post, Encase a Wall (Typ.) AC Condensing CW135* PVC Trim w/ Base 5 _10 1/I'N 3 -0 3 -0 5 10 1/2 AC #3 Units, Screen w/ Stone Veneer t Ca Strap to L ' " " " " Landscaping F AW251 2'-4 1/8' x 2'-4 1/8' Porch Foundation Hdr. t Found. Wall P 9 O No t Steps ______________ _____________ __ F7-__________________ _ _ ' o ceo -__- --------- - OG A21 2'-0 5/8' x 1'-0 5/8 New 12x2 " " Bluestone Perimeter rt----- "----_I- Relocate _ Wmdowl3Seat I=RONY PORCH Coptng w/ 1 1/4" Random Lowerl Build 0�00, Overhead = New Ix4 Vert. New AC #i O Rectangular Bluestone Field Existin Stoop O W 1 9 � .g P .. Electric — I � I ' Service ' I W.I.C. to 3 Hg I Model Numbers Refer to "Andersen' 400 Series, Clad, 3'-0" 3'-0" 4'-O" 3'-0" 1" 3'-0" 6'-8" �� 3'- �" 2�� + 2'_1N 31_ON "' " " 1 N " f 1:1 " W.I.C. 1 aD Woodwright , High Performance Low-E4 Glass, Q 2 -1 G 4 _8 4 Z y0 in 4" 4'-8" 1 _� in PG Upgrade, Simulated Divided Lite i I If * Strai ht-Arm O erator O :r I 28" 8' Ceiling 28AC #2 * Custm Grille Pattern--------- --------- E0oi New HALL `0 Pitched Cekg 'r- 22"x30" ao TrrmmeQl �\ 1319 8 " N N I N I130 i Opening , = DOOR SCHEDULEI_ N Attic 4 4 1-4 " Access " ' 13OO N1 I (4) 1 es ~ � ' " ' " �� Il-O 2'_2' Unit Model # Width t Height w 1_ _- _ Existing _� I I I I Existing , i i 'INEN i ; CL. xG oo 13 // i� p O "Andersen" Frenchwood, A-Series Existing 1 I I I i _ � 1.1 / - T 9 FWHID3148AR 3'-I"x C-8" B I iv LIVING ROOM I I I I FOYER �\ 13 New Masonry Fireplace Inswin Patio Door. PORCH I I I 11 Relocate N M 13 MBIA w/ Gas Logs `~ 2 A4 I 1 1 1 1 - -' O ` 13 (Construct for Brick B O ' `� I3 // Wood Burning) Veneer p A4 * Verify Operation ' -_R_i`�-ecv _ 9 I i _ I ' O _ __ -------- - ------- ire ao BD -- - i - Model Numbers Refer to "Andersen" A Series, Clad, Foof iv = p // _ Wood Mantel j "' High Performance Low-E4 Glass, 1 M i w / 13 w/Stone Simulated Divided Lite O 41—ON 9'-0" :,- - 0Bench /// I `� Surround �`` �` �, 3 F--I _ ` d e � �Ga /// v 13 EGD •r __-- 2'-10" r I _ J°// (� �y I'-8" Fresh- i � Air 4" IN I 4" 1 N\ // i 4—4 I 3 -2 �°. 28"4" V-11" / 91 132" �� '-II" O N w ' PANTRY - ------- --- / O` — // Window Slat 8 i Dr- -- --- = Existing O- O I -G li "2 _ 11- 511 I'-4 1/2" - eP 'hn�i --- —-_ - - ``� DINING ROOM I I Hose N 11 n o o Bib DRAWING TITLE: O oD i t i 10 2 8 2'-8" 3 '-8" 10' _ I T I °° I I endow Wel O 5J FLOOR Removeable Rall --. ho 21_9' 8" 31-4N 8N 21-9N i 1 c<lCap o / a Bluestone Coping Hinged Alum. New P. Conc. �-' Grate Areaway w/ P. - 2'-8" 4" IT-ON 4'-O" 5'-6" 4'-O" 2'-0" `r V-2" 3'-II" 10'-2" Ladder 3'-II" Conc. Steps a- O Existing - Cap Wall w/ v Bluestne Coping o KITCHEN 24 _2 Hand " IF] Guard Rail 836" Rail N rn JOB: Above Finished ELLIOTT zo Grade `r I ... .......................................... ..: Ex RESIDENCE Ex Existing Existing SUN ROOM 4" True Plank Floor 3110 WI KH NY `I o , , 3'110 WICKHAM AVENUE 4" "' 4" 4" E,I TOWN OF SOUTHOLD zot cr oD SCTMX 1000-101-09-18 / ARCHITECT: 1 \\ FREDERICK MAPLE ROAD GREENLAWN. NY 11140 Q 1 52 NOYAC PATH WATER MILL, NY 11914 NORTH TEL 431 '154-5555 IST F FLAN fweberarchitectsyahoo.com 32' 0" SEAL: ....:. . FRAMING NOTES: rte° A I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. A4 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS 4'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH TRIPLE UPRIGHTS. �.. _ 'y . .. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 5 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY 'SIMPSON" OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x4 STUDS SHALL RECIEVE 5-100 NAILS AT SILL REV.: AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 0 4" O.C. EXTERIOR EDGES AND 6D S 12" O.C. INTERMEDIATE. DATE: SEPT 24. 2018 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. SCALE: 1/4" - 1'-0" 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS JOB NO: 401111 SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. DRAWING NO. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. A3 OF Al . 12 • 8 Ex FREDERICK ROBERT WEBER Existing Attic Existing Attic ARCHITECT Strap Ridge (Tgp.) As�pphalt Roof Shingles 30tt Felt (2) 11' LVL Ridge 5/8" Plywd. Sheathing /-w/Angle Bracke s })•::.�� :.t `t�idg :::::::.: •:. l:::i3Yt.1;4 Asphalt Roof Shingles New " C sed ell 12 30" Felt, Ice t Water Shield 9 Perimeter Sprrra Foat Ins r---rr-- 2x8 RR t R Ex 8 2x4 C.J. 14"oc :r 12 = Existing 2nd Floor i Existing 2nd Floor M 4 Strap Rafter to Ex. 2 D F.J., 14" oc ``� Ice t Water Shield Header t Strap iv --- Header to Posts iv "Hurricane" Ties _ I ........................... All Rafters Cr PVC Cro4wn t I Trim Bd. I i (3) 9 1/2" Int. Walls- LVL Hdrr. /3 I/2" NEW WALLS: M. BATH �Roxul for `� ,_ Sound ;9 ,� �, New Red Cedar Shingles, I ' Porch Columns ' °D MBR °p (Match atcw/E D�aina)e Plane New ase w co bo g'-•¢" Shower 4" i I IT R 1.1,_0. P 9 I� New 5/8" Plywd. Sheathing 12"x2" Bluestone \ �� New 2x4 Studs, 14" oc, New Bluestone i i Coping Ede New 2 Closed Cell S ra 4I•- Floors to y I �---� �+- Porch Floor on I I p g g Vanit ' � pp gg Existing Ist Floor : Align ' �� Spray Foam Insulation (RI3) Existing 15t Floor c� Reinf. P. Conc.1 , I" Stone MI �., " Slab ' ' Veneer Facing Ex. 2x10 F.J., 14"o6 _ I f� � t 3 1/2 F.J. Batts (RIS) �+ on Porch Found. Q - New 5/8" GWB Existing — 4x8 Beam Existin 8" .�. " rick }arch �........ ............ N...........f3) 9 I/2" LVL ... . r;� r Spray Foam "Box" Sill/12. g B B New 16"x8" i Remove Existing "Locust C Existing Crawl Space Conc. I. Piers to ' New 8" P. Conc. Posts t Re lace w/ 3 1/2"� _ " I New (2) 2x6 Pressure Treated 9 p P tr " New I/2 m Floors- 6 RoXul " Sills, w/ 5/8"x14" A.B. 32" oc. Found. Wall Porch Found. Wall Steel Pipe Columns : Existin 8 " I 2 I/2� rid Insul. , New 3 I/2"0 :� Support Slab P _ 4 Bric I : Stl. Ripe d. for Sound Steel Pipe Col. Edge i on Cont. 14"x8° cr Conc. I. Wa I I : "Therm , R15 ; Sill Seal t Copper Faced EXISTING BASEMENT I Found. Wall WI L A PP on 30"x30"x15" c., .i. P. Conc. Ftg. 1 : !r NEW BASEMENT ; = Termite Shield P. Conc. Ftg. ' 9'-0" 9'-2" 9'-0" r V-4" 8'=4" I ' '- °O 11�-Q" b 'L4-Lm New 8" P. Conc. Found(. (Replace I : Wall w/ (2) tt5 Bars Locust Posts) ExistingBasement Slab I,_2 I Tod t Bottom, tt4 Bars O Existing Basement Slab � � , 32 oc Vert. New P.Conc. Slab I 1.._.4 wWF R nf. �� Belau Grade ' ' I roof WWF Reinf. L I I I I I I I -J t------� -------� ------'1 I � New •-- ---J xl0 P.Conc gCont. . . w/ SECTIO1 `l AA_ S 2" Keyway CTION B13- 114" DRAWING TITLE: :[-7: ...... -----------------�- -..---------------- II I I I New Porch Roof II i I I r i JOB: ----------- y- Overla --�` ELLIOTT -------------- `� Roof—�`�\ RESIDENCE jPorch Roof Po,Iection 3110 WICKHAM AVENUE MATTITUCK, NY TOWN OF SOUTHOLD j Existing Existing �y J�ea SCTMS 1000-101-04-18 1 BRI BR 2 ARCHITECT: I . I 1 Ridge Brick FREDERICK R. WEBER 41 EAST MAPLE ROAD CL. Fireplace GREENLAWN. NY 11140 I 52 NOYAC PATH I WATER MILL. NY 11914 CL• CL �a s TEL 431154-5555 I J° fweberarchitectOgahoo.com 1 ---------------1 t Cb 1, 1�• '�� (� ,f, a' Copper Roof Existing ExistingVLE . BR 3 BR 4 ROOF PLAN Emsting 10 BATH REV.: DATE: SEPT 26. 2018 SCALE: 1/4" - 1'-0" JOB NO: w201111 DRAWING NO. Existing Roof 2ND FLOOR FLAN RT" A4 OF Al FREDERICK ROBERT - I WEBER I 12 I I $ Ex i ARCHITECT Exlsur�FAsRhmlt _T Alterr® ' LE Ems, 811114— I i fta In x I Ex I Ex I Ex Ex ' Ex ExTa 1 I Fascia Board; Soffit, Rake Board,i5hingle - - - - -- -- - -- - -- - -_ -- - Bluestone - Molding, and Frieze Bd. ------------ ---------- - ap (To Match E}asting) I I I -'- --�1------------------- ------------------------------- -------------- W t.. . I.t. 1..... . : ............ .....LA...............................L. t............................... ............................1.. . ......... .. .. ..1.11 .T..T. ...: ..... r.T._. ................I..I... ..I..I.. ............ n DIII10 1 II I 6-L- H ii I 1 ew x I I 11' i , i i i t Existin O I I I I [:Ell O New Cedar Shingle Siding I I ; ; ; ; i i ;j Screen orch j �' ' , , I I Ex Ex I I Ex Ex Ex jx Ex II I I II I I ,f--,--,i I I t I tl I I I I 1 1 I �' �' 1 1 I I I Ili i i i t I ear Inge i ing III 1 1 1 1 I I I I I ExistinShin le ' ' I �' ' ': I I I 1 1 , , ' - -- ' , , , Existin Shingle 1 t t Siding White) I `---- I I I Pre-Dipping in Gra Stain) 111 I I Siding White) I I II I -- I I I I I —_— I I I I: — — — — --- — -- --- E:1 ------�.--------:—'t''-- --- L—ir.l---�YNkv— ------�-1— —NI �— ---- —4 tl ��. \ ¢�— --- I I ---- I I ------ —_ II ' t '• I I I ------------ — -- I ------- I Ir--- ----------- ---------- ---------------- ---------------- -- --- -- _— =TJtDITBL°ff8P1f�OrC�i�aURddtfdllf�Ft8p3= Stucco 1 I I I I I I I I I 8 I I O I N N 10 M I-0N » M 10I-0M 10 I N ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -2 -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 1 1 I I I I I 18, L_ rj J I I I t l I I I I I I I I O I 8 2 t 320N 1 1 I I I I I I I I I I I 1 I I I I W I I I I I I I I I I I 1 I I ► I I I I I I L — -u�====__--�_ri—____--_____L9______--_,� r � ti ri ti r' L-_____________________________--____________________________=r t J L_ —_J I I L_J J _J ,—_J L_ EAST ELEVATION NORTH ELEVATION DRAWING TITLE: SECTIONS ---- -- JOB: ELLIOTT RESIDENCE 3110 WICKHAM AVENUE MATTITUCK. NY "Alternate" New PFC55UPe Treated TOWN OF SOUTHOLD — SCTM39 1000-101-09-18 —— _ _ ARCHITECT: 1........................ ................... ............................. .t........................;........................1. .................... ........... I. FREDERICK R. WEBER 41 EAST MAPLE ROAD Brick GREENLAWN. NY 11140 Chmneg 52 NOYAC PATH WATER MILL. NY 1191E I I I I 1 E;x I Ex Ex I Ex I — TEL 431 154-5555 I t t I - I'weberarchitectagahoo.com I ' Ekst5EALe'J ---------- - ----------- L.C. Copper Roof . .. .. ....... ..................... ....... .. . . I i I Bluestone PVC Paneli- Cap I on Side of I 66 i t iProjection > t I I I I PVC I Ex Ex Ex Ex Ex Ex Ex O (� I I (To Match EwsGng I `,-i Casing I I t in Coursing I White il o or t Gua?' E\�\ Existin Shingle t ("Alternate" New Cedar I t 1 Rail I \ i ing ite _ PreDong in Grau Stain) '------------ -------------- -- _- L-----------------------' --------------_ ------- ------' ----------- ------------- ----- --------- -------------------- --------------- II ------ --------- -- -- REV.: IL-______ DATE: SEPT 24 2018 I I I I #� I I I r- ' -1 ------- I; Well " ';Wmdouiil I I I I I 1 I I I ,;I 11 I 1 1 1 SCALE: 1/4 - I —O I I I r1 I I I I I I I I III ' I ' • J I I -------I I r-------� I I I I I I I __�E, i; ; I JOB N0: m201111 I I I I I I t..`_ J1 i •I I I I I 81_2N I I I I 18'-0» I I I I I ' t t _______ t I I DRAWING NO. I I I I I I I I I I I Ir-------1 I _ ___________ _____ ___ ___________________ II I tr------T- 4-------------------------------------------------------- --------------L -1 ----L=--------- --------- ti-----r '1 L, I 1 �_J L- _J L_ I I 1A5 Im M-1 I I SOUTH ELEVATION I/.411 = ,I_ON OF Al F I N I S - H S C H E D U L E SPACE FLOOR BASE CHAIR CROWN WALL5 CEILING HGT REMARKS a .. m ., FREDERICK ROBERT o W 11,1 V U m WEBER z ¢ O OU Ll Q Cie 0 � � � ouac m > > Q — W U CU 3 U Z ¢ \ z IL 0 0 o U = V w i1, U w ARCHITECT 0 o U •9 a- f0 z Uc� z O m > m U z mnc z <`+ MBR HALL/LINEN/CL. 0 0 1 10 Vert. to �fit. at Window eats, j][ MASTER BEDROOM ® ® ® ® ® ® ® ® VARIES Ix6 Pitched Cla.. Nin Bd. aValle s OMASTER BATH 0 0 0 0 ® 0 0 W-0 Vert. Bd. to 3' Hgt. .J W.I.C. 0 ® 01 1 0 0 U_ j FRONT PORCH 0 0 0 0 LOWER HALL ® 0 ® 0 0 ® 0 8'-1" Vert. Bd. to 4'-1* Hgt. I/2" WINE CELLAR ® 0 0 ® 1 1 10 VARIES W BASEMENT BATH 0 0 0 0 ® 0 8�-1" r 1 J NEW BASEMENT ROOM 1 0 0 ® 1 ® 10 80-1" �J WCL. ® ® 1 1 0 0 0 U SEWAGE EJECTOR 01 0 1 0 0 1 0 0 8'-1" w EXISTING: BASEMENT ® 0 0 0 0 T-2„ 3 1/2" CROWN (TO ATCH EXISTING) �--� FULL SIZE W O 5/4 CAP MOULDING W KCOVE DRAWING TITLE: 5/4 CAP MOULDING FINISH SCHEDULE MOULDINGs KCOVE JOB: Ix6 HORIZ. Ix6 T(G ELLIOTT SHIPLAP V-GROOVE 3/4" RESIDENCE W/ NICKEL VERTICAL JOINT BD. (OPTION W/ BEAD) 3110 WICKHAM AVENUE FACE OF MATTITUCK. NY GWB TOWN OF SOUTHOLD 5CTM* 1000-101-04-18 ARCHITECT: FREDERICK R. WEBER ENLNP11GREAWNY O 3/4" 52 NOYAC PATH WATER MILL, NY 119'11, TEL 1,31 '154-5555 fweberarchitect9gahoo.com WINDOW �- HE D T WINDOW/DOOR SEAL: :yr=tai CASING— TYP. f , Half Full Size SILL 4" SQUARE EDG Half Full Size BASE UNDER t r SHOWER CURB, NOTE: CABINETS, ETC. BASE TO Ln l MATCH EXISTING T / 5/4x6 5/4x6 e- BASE BASE Note: Where Window Sills — Occur Directlg v- SHOE Above Countertops, MOULD REV.: Eliminate Casing and Extend Backspplash to l/4 WIDTH AS REQUIRED I/4 Underside of SIII SHOE SHOE DATE: SEPT 24. 2018 SCALE: VARIES WINDOW SILL— UJINDOUJ 3/4 C SING JOB NO: 201111 ELEVATION SILL � MULTIPLE UNITS " >6 BASE (Typical) `� BASE (Closets) DRAWING NO. 3" = I'-O" 3/4" Half Full Size Half Full Size FULL SIZE FULL SIZE HORIZ. VERTICAL BOARDS BOARDS Half Full Size Half Full Size A6 OF Al SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS —2 x 6 TIE 9 EACH RAFTER FREDERICK Joint Description Nail Sizes Nail Spacing ROBERT WEBER per rafter ICE SHIELD UNDERLAYMENT HURRICANE CLIP Rafter to Top Plate (Toe-nailed) ROOF FRAMING 3 - 8d REQUIRED - 24' FROM EDGE TYPICAL. Ceiling Joist to Top Plate(Toe-nailed) 3 - 8d per joist Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ARCHITECT ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate(Face-nailed) 2 - 16d per foot SIMPSON H2 I-fURRICANE Top Plates at Intersections(Face-nailed) 4- 16d joints-each side Stud to Stud Face-nailed MST31 METAL STRAP ) 2 - 16d 24" o.c. CLIP NAILED. FROM PROVIDE 8d COMMON 9 ALL JACK POSTS Header to Header(Face-nailed) 16d 16" o.c. along edges RAFTER TO STUD. - NAILS 9 4' O.C. AT u/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-noiled) 2 - 16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP WALL PLATES 2 - 16d per 2x.8 stud APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Bandjoist,End joist or Blocking (Face-nailed) 2 - 16d ''2 per foot w EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS TYPICAL FLOOR FRAMING M5T31 METAL STRAP e JACK POST = Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per joist MST21 a STUDS = BridBlocking to Joist to Joist(Toe-nailed) 2 - 8d each end FT, u/ 4 - 8d NAILS 848" O.C. = SIMPSON M5T21 Blocking to Sill or Plate Toe-nailed 2 - 8d each end w EACH END - TYP. g P ( ) 3 - 16d each block - 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3- 16d eachoist I� METAL STRAP 932' OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist MAXIMUM. Band Joist to Joist End-nailed FLOOR JOIST Band Joist to Sill or Plate (Toe-nailed) 2- 16d per joist ist Tn _ - - lJ 1 DOUBLE TOP = _ _ p oot �•�•, PLYWOOD SHEATHING = ROOF SHEATHING ^ PLATE TO OVER LAP BOX HEADER = 2 x 6 916" O.C. BEAM - TOP + BOTTOM. _ Structural Panels 8d 4" o.c. perimeter zone STUDS SIMPSON MTSA 18-Z W/ other 6" o.c. edges of (4) 8d NAILS TOP t panel , 12" o.c. interior BOTTOM 9 32" O.C. of panel E'�I Diagonal Board Sheathing 1" x 6" or 1" x 8" 2 - 8d per support 1" x 10" or wider 3- 8d per support O CEILING SHEATHING H---I Gypsum Wallboard 5d 7" edge /10" field SIMPSON MTSA 18-Z W/ (4) 8d NAILS TOP t WALL SHEATHING BOTTOM 9 32' O.C. Structural Panels 8d (see table 3.9) Fiberboard Panels SIMPSON LTP4-Z W/ = SIMPSON LTP4-Z W/ (6) 8d NAILS TOP t _ _ - (6) 8d NAILS TOP t 7/16" 6d 3" edge,/6" field BOTTOM 9 32' O.C. FLOOR JOIST - = BOTTOM 9 32" O.C. 25 /32- 8d 3" edge /6" field NAIL SHEATHING TO SILL PLATE 8d NAILS 9 4' O.C. __-_ =f__, --__=_ __ TOP OF FOUNDATION .cn (SHEATHING TO PLATE) -:k.-•.; =�.:,,• :+,t•. Gypsum Wallboard 5d 7" edge 10„ field DRAWING TITLE: 2 5 REBAR �a• f};”1; :..ii;i'` :.-'•-�', :w �,`���;:};l.•'::�';+•.>,,••�." =f�:-=i•.::.�x•;+•:�:;4r`. ..�:•;;•'._•..:y;;•y`::'::�•r 4'•..".r.•�1.�.i- +•.+,..:t i'r f•••.••::`:�...�..:,t:•i.;.�.;►:.. .:} w•�•.` :•r"-'-.``7�•.: r .w.,..:t•v'..•-.'4.:,+ •,'; Hard board (see table 3.9 ) Particleboard Panels see table 3.92 x SILL PLATES COPPER TERMITE SHIELD Diagonal Board She9thin9LS Y ACO TREATED. CODE DETAILS w/ SIL <-:. �..•: ;.•.;:....•. ;"�:••.••�::;•:: •4. ir:'r .(` it+ 4:, �``, wt��w ori•••1.1.' •;.:':.'/•.i.1!••i::•:J3 r:1.r YK :i•}�. •J:•tc •tIl " • 5/8 :�' >:• : �...•.:t�;�••: 'r�: +•':;�::r•°:.'� .-•••. 'ti.-!,;,''.tz•. . • ' + �::�-�... �„t• 'Y,.•• •:r:. • .,• ,. ` 'i ..;�wvt.., - f •t.'. •.t " M » 2 8d per supportx IG A.B. a2 OC. 1 X 10 or wider FOUND G. 3 8d per s uPP ortw/ 2x2x3/IL WASHER.FOR DESIGN/REINFORCING FLOOR SHEATHING (HOT DIPPED GALV. OR . '•t;\•. r• ,•,., ,r,`,6'• tf•'.' t`rt. t..''•'a'�:..: +.R•r. ••ti,,`::jr;•, 7C:.'.fi-,,•••r' STEEL) ISOLATE STAINLESS ::;: ••n: =•mss: •,::- r :. :���::;` S .�:;•:�.. :.s•. :t :•�..:•::i-':::',•.•.+>'.r•... :;t":•'}:.:.•,y`t.l.'••:: ,1:..;i;..:%r'''�:'. •P•i+`s :i'; ISOLATE WASHER FROM Structural Panels SECTI'+ SILL PL W/ FELT STRIP 1" or less 8d 6" edge /�12" field ON ELEVATION greater than 1" 10d 6" � edge 6" field Diagonal Board Sheathing JOB: 1" x 6" or 1" x 8" 2 - 8d per support ELLIOTT HOLD DOWN + SHEAR CONNECTION CRITICAL PATH 0x,0" or wider 3 - 8d per support RESIDENCE 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall 3110 WICKHAM AVENUE be doubled , or alternate connectors, such as shear plates , shall be used to maintain the load path. MATTITUCK. NY 2When wall sheathing is continuous over connected members. the tabulated number of nails shall be permitted to OWN OF SOUTHOLD be reduced to 1 - 16d nail per foot. TOWN 1000-1HOLD 18 ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD ----------------- - ------------------- ------------------- --------------- ------------------•- ------------------- -------� ---------- NY 11140 New Parch Roof DESIGN CRITERIA: 52 NOYAC PATH PROVIDE 8d COMMON NAIL6 9 4" O.C. _ WATER MILL. NY 11916 AT ALL HIGH PRESSURE ZPNES -- GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE: TEL 631 154-5555 Line of Roof Break-, J° w 5-8 COMMON NAILS IN w/ 5-8d COMMON NAILS IN 1 1/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 34" Fweberarchitectayahoo.com LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY �o �e� EACH END 9160 O.C. EACH END 914" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL.: PROVIDE 8d COMM NA LS 9 4" O.C. WIND SPEED - 130 MPH •- ,. E)astm 1 1/4" x 20 GA. GALV. STRAP " :•.` ' Hip Roof AT ALL HIGH PRE55 Z ES w/ 5-8d COMMON NAILS TO 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES 1,+ w/ 5-8d COMMON NAILS IN New Ridge FDN. 916" O.C. EACH END 914' O.C. Ewstmg Ridge u . DESIGN CRITERIA: z - DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. PROVIDE 8d COMMON NAILS 9 4" O.C. AT ALL HIGH PRESSURE ZONES ° NOTE: HIGH PRESSURE ZONES ARE ALL AREAS 2'-0" MAX. a 4'-0" FROM ANY RIDGE, HIP OR GABLE END WINDOWS - GLAZED OPENING REV.: 2'-0" MAX. U.1 ROOF: FDLAN_ 2 - 8d COMMON DATE: SEPT 24. 2018 FAILS TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE SCALE: 1/4' - 1'-0" V-0" PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM Existing E 1994 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT Hip Roof RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS JOB NO: w201111 OF 1/14" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, IV OC DRAWING NO. FOR SPANS UP TO 4' AND 12" OC FOR SPANS BETWEEN 6' AND 8' COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A7 OF Al FREDERICK ROBERT WEBER ARCHITECT A A4 (3) 9 1/2" LVL (3) 9 1/2" LVL F(3?-of (3) 9 I/2" LVL (3) 1 1/2" LVL -- __ — - —_. _ .------------._._._._._._ ig rt------;------fi , �— III :o r A " I iv - '° :• ' ' v — 1 2X10 C.416 OC 1 a- III °L ti °C Ci :9 v j 2x10 R. 16" oc B 2x10 .R., 16" oc00 I `•/ III n �i n V '� � I C4 `4 (3) T I/2" Lj EI 4x4 Post 1 ry (Above)- _ w g, 44 4x4 (3) II l/ " LVL 4x4--------- --------- � 11 • Post EI Post Overlay it III `� 2x10 R.R., 16" oc EIj' 2x10 R.R., I6" oc / >Roof I•I_ \ EI......T...I I I........ V, Eli J /W ♦ L > J OC IA Wo I I 11 ii x ``� _EIS / ASN6, I I I I I \♦ "'EIS `ryi/ 0 i I I 1 I 4x6 `� EI C.,// cv 4x61 I B A4 (p 14 LVL d Post (3) 14" LVL Rid EI G/ont. Post to Post) _ Post A4 ----------- ----- __________ ____________ __� �... . ... ' w/ (2) Rows 1/4" x�5 Timberlock Screws 1 • -. _ 024" oc on Each Si.e &\Girder lea,'/ 3EI0 / -� ♦ �6 ---------- 4" ��J/ 11'-0"'YEIs \lL 6.rt ----------- r— 4LV —� `v� / 2x10 R.R., I6" oc Ei� 2x10 R.R., I6" oc4x6 > > ost--------- 4x6000 (3) 1 I/2Post _— _(3) II 1/ " LVL(Above) -- Post 000 --------------- ------ -------- - I I - DRAWING TITLE: 1 I (3 11/2' LVL ROOF FRAMING II HD (IST FLOOR) I ' JOB: ELLIOTT RESIDENCE 3110 WICKHAM AVENUE MATTITUCK. NY PROVIDE 'SIMPSON' PHD5-Z HOLD-DOWN FROM STUD WALL/WALL PL. TOWN OF SOUTHOLD TO FOUNDATION WALL SCTMX 1000-101-04-18 PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL ARCHITECT: / I � � I ` FREDERICK R. WEBER I �♦ 41 EAST MAPLE ROAD I GREENLAWN, NY 11140 52 NOYAC PATH 1 WATER MILL. NY 11911, I ROOF FRAMING TEL 1,31 154-5555 ❑ ❑ NORTH rweberarchitectOgahoo.com ( IST FLOOR ) I/4�� = I,_O�, SEAL:- - FRAMING MOTES: A - I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/8" MIN. THICKNESS OR AS NOTED. � 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. �' 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 0 WALL OR AS SHOWN ON DRAWINGS. 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 0 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights. Stairs. etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. REV.: 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL. EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 80 O 4" O.C. EXTERIOR EDGES AND 60 0 12" O.C. INTERMEDIATE. DATE: SEPT 21,. 2018 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" SCALE: 1/4' - 1'-0' OR APPROVED :EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, JOB NO: v2O1111 GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. DRAWING NO. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. st OF 51 PLUME3INO NOTES : I— PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. FREDERICK 2— ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. ROBERT 3— INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 4— ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST—IRON TO REDUCE SOUND LEVELS. WEBER 5— ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT—OFF VALVES IN THE BASEMENT. 4— PLUMBER TO RUN AND CONNECT GAS PIPING FOR FIREPLACE AND GENERATOR. ARCHITECT AC #3 ELECTRICAL SYMBOLS ------------------ ------------------ ---------------_-____1-------- ----- _ FREDERICK ROBERT WEBER ARCHITECT ELECTRICAL SYMBOLS -------- - _ I I – SYMBOL DESCRIPTION _. QD DUPLEX RECEPTACLE iE� S a I dD W.P. DUP.REC.–WATERPROOF t Access New Underground t Panel GFI DUP.REC.–GROUND FAULT Electrical Service I I ® DUP.REC.–FLOOR ~J I �I I DUP.REC.–(1)5WITCH OPER. F I SPECIAL OUTLET Existing If – vesting Existin Gas 200 Am i Service Public Service o III – I – ------ —.— - ----- Water jI C SURFACE MTD.–CLG. Q~� T/1 Water III I I III Op SURFACE MTD.-'CLG. (Porcelain) �/ 1 Heate I L--IH- L--- III Q ul III RECESSED–CLG. w I ' . CO iii b WALL MOUNTED n�-- OG DUP. FLOOD 40 III• O-> HIGH INTENSITY, SWIZEL, RECESSED Ewsting o u I Boiler III III r- III i iii; ED CLOSET LIGHT III: sO SHOWER LIGHT (Wet Location) Existing L_ ill iii C UNDERCAB. FIXTURE o Fan/Coil •: DOORBELL/CHIME I--I 10 EXHAUST FAN1.4 - - - - - - - - .�-------------------Q------------- - -Q 1.4 PADDLE FAN nl O nl PADDLE FAN / LIGHT III F I ATTIC FAN W IIS--oJJJ SPEAKER DRAWING TITLE: Existing L TELEPHONE ELECTRICAL 9 D 0 CABLE VISION BASEMENT ------------ A.,ove Slab) O SMOKE DETECTOR C°Oco CARBON MONOXIDE DETECTOR JOB. $ SWITCH ELLIOTT -- -- $3 SWITCH 3–WAY RESIDENCE 4 SWITCH 4–WRY 3'110 WICKHAM AVENUE p SWITCH W/ DIMMER MATTITUCK. NY --------- $w SWITCH WATERPROOF TOWN OF SOUTHOLD JS JAMB SWITCH 5CTMu 1000-101-09-18 KEY PAD EX EXISTING ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH WATER M1LL, NY 1191E ELECTRICAL TEL L31 154-5555 13ASEMENTF) LAN_ NORTH tweberarchltecteyahoo.com I/'`F , SEAL: i t A • r REV.: DATE: SEPT 26. 2018 SCALE: 1/4" - I'—O" JOB NO: w201111 DRAWING NO. E2 OF E2