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Home My WebLink About41984-Z Town of Southold 3/12/2019 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40257 Date: 3/12/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 750 Eastwood Dr, Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-3-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/31/2017 pursuant to which Building Permit No. 41984 dated 9/20/2017 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: ONE FAMILY DWELLING WITH COVERED FRONT PORCH, OUTDOOR SHOWER AND GARAGE ATTACHED BY BREEZEWAY PER ZBA DECISION#6713,DATED 01-23-2014,AS APPLIED FOR The certificate is issued to Faber,Joanne&Stephen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0059 01-30-2019 ELECTRICAL CERTIFICATE NO. 41984 02-05-2019 PLUMBERS CERTIFICATION DATED 01-09-2019 N' Soullas t o ' Signature �r TOWN OF SOUTHOLD �gvFFot,r�o BUILDING DEPARTMENT g TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41984 Date: 9/20/2017 Permission is hereby granted to: Faber, Joanne & Stephen 30 Suellen Rd Islip, NY 11751 To: construct a new single family dwelling as applied for per SCHD and ZBA approvals. At premises located at: 750 Eastwood Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-3-11 Pursuant to application dated - 8/31/2017 and approved by the Building Inspector. To expire on 3/22/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,589.60 CO -NEW DWELLING $50.00 Total: $1,639.60 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. New Construction: Old or Pre-existing Building: f (check one) Location of Property: �� 1 V.D�� P1;ZVQE House No. Street Hamlet Owner or Owners of Property: �'\ � �Jt3c 'FA,2 Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. yj Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: �/ (check one) Fee Submitted: $ 4�u 4 4 Applicant Signature so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �® roger.richerta-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Faber Address: 750 Eastwood Dr City: Cutchogue St: New York Zip: 11935 Budding Permit# 41984 Section. 110 Block: 3 Lot* 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: K.S. Howell Electric License No: 4597-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 78 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 7 Wall Fixtures 8 Smoke Detectors 5 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 47 CO Detectors 4 Sub Panel 50a A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect W Switches 90 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 1-40a wall oven, 3-bath fans, 5-paddle fans, 7-ARC fault circuit breakers, 3-combination GFCI/ARC fault circuit breakers Notes. Inspector Signature: Date:february 5 2019 81-Cert Electrical Compliance Form.xls So Town Hall Annex _ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 +tom Southold,NY 11971-0959 BUILDING DEPARTMENT D 'TOWN OF ,40UTHOLDD DD FEB 1 1 2019 - - ---C�RTITICA'1<`yC)-N TOWN OF SOUTUOLD Date: Building Permit No. 40 2 y Owner: (Please print) Plumber: (Please print) 'lead. I certify that the solder used in the water supply system contains less than 2/10 of I% (Plumbers Signature) Sworn to before me this I�� day of '-S AJVA-!y, 2,0 �f Notary Public, K�1k Courtly "Christine M.Christie Notary Public,State of New York OICH6125800 Qualified in Suffolk County cottimission Expires 4/25/20-2!. i 1 SOF SO(/l�, �o� olo # +F cOUNfH2Oc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [/FOUND ATION 1ST /VUR [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT'CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: fk-ix �� pjw nk 4 ol I ifoi� OKZ w� i wA I 6 faVAJwi1 • "(V �'OV LO 11✓ ,S - bgp#:� Car_t&Vv4'4/ SiRv�ort've, DATE 1 Y INSPECTOR c�$ oF souTyo H O ��y�OUNi'l,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS. ..,rtp -�� DATE INSPECTOR )kv� e � SOpTyo coUMV,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [,FOUNDATION 2ND [ ] INSULATION [ RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: iWuz F"j pow DATE b INSPECTOR "OE sobTy # # TOWN OF SOUTHOLD BUILDING DEPT. `yi'ourm765-1802 INSPEC ION [ ] 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: PIVI I h P/ Ls �- -o"JolAss Aat,�&44.- DATE �/ �/ S� INSPECTOR f OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. couHrv,��' 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: DATE INSPECTORq4re-5-71 r v as hod 06 # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1602 INSPECTION [ ] FOUNDATION 1ST [ /ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] F AMING /STRAPPING [ ] FINAL [=LACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ��tt,kk cm Q kb '6aplvw DIVAt 0 IOU DATE INSPECTOR OP SOGIyOIo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT-ION q � 4 FOUNDATION 1ST ROUGH PLBG. A .) [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 60 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: n DATE INSPECTOR SOOIyo * # TOWN OF SOUTHOLD BUILDING DEPT. U �o cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND ASULATION [ ] FRAMING /STRAPPING [V FINAL /V/> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: So< < Ih rl Y6va✓. . oK 6� _4k�_ tAl4� -bin A 10+4� *ukm DATE INSPECTOR ( G CDl G��6G� 41 EAST MAPLE ROAD, GREENLAWN, NY 11140 52 NOYACK PATH, WATER` MILL. NY 119% WEBER tb3l) X54-5555 ® CSC I-E 0�� ARTba u ECT D FEB 1 1 2019 January 28,2019 T®Wr OF Sour90 D RE: FABER RESIDENCE, 750 Eastwood give, Cutehogue,New York Town of Southold Building Department From my observation of the construction at the Faber-Residence,the,insulation values and thicknesses of spray foam•insulation are as follows: 1st&2nd floor walls: 2"closed cell spray foam,R7/inch=R14 Rafter/ceiling: 3"closed cell spray. foam insulation,R7/inch=R21 Floor of Bonus Room(Over garage): 2"closed cell spray foam insulation R7/inch=R14, Box Sill/Rim Joist(1st floor): 2"closed cell spray foam insulation R7/inch=R14 Yytl�Ya. N � g 4 FREDERICK R. 'WEBER, Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 750 Eastwood Drive, Cutchogue Test Date 1/2/2019 Building Permit#: 41984 Compliance Pathway Performance Test Completed by: Christopher Silvia ,r,w r� `;,-"` "� RESNET Rater ID# 4150294 Home Energy Solutir s� iia' = I-�= �-i If ~` NATE ID# 187 East Main Street ICC ID# Huntington,NY-117 MAR 1 1 2019 BPI# 631-673-0664 Af Building Envelope Tightness Volume Calculation: Check if- Floor Area Height Volume ❑ Conditioned Basement -- Basement - y__ - ___ __E1 Conditioned Crawl Space 1st 1516 9, 13644 ❑� Sealed Attic 2nd 1260 9 11340 *The conditioned floor area of dwelling is calculated in 3rd 0' accordance with ANSI 2765,except that conditioned floor Attic 10438 area includes areas where the ceiling height is less than 5 Total Volume 35422 ft' CFM @50 pa , 1751 - Air changes/hr@50 pa 2.97 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement - -------------------------- Floor Area 1525 Leakage CFM @ 25pa 43 CFW100 ft2 CFA 2.82 Code Compliance: Pass System-2: 2nd Floor Duct Location Condition Space -------------------------- Floor Area 1260 Leakage CFM @ 25pa n/a CFMJ100 ftZ CFA n/a Code Compliance: Exempt System-3: Within Condition Space Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ft CFA Code Compliance: Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: 1/2/2019 Christopher Silvia,Home Energy Solutions Stephen and Joanne Faber 750 Eastwood Drive 02/25/2019 Cutchogue, N.Y. 11935 Permit No# Z-//997 Town of Southold Building Department, Please accept this letter as an affidavit of our intention to properly seed our property at 750 Eastwood Drive, Cutchogue, and establish a lawn as soon as weather permits in accordance with chapter 236 of the town code. Sincerely, Stephen &Joanne Faber �r MAF 1 1 2019 .�"=Y-..°_°� ... ---�. wpm■ um m w,warm IF/•��•A102"AT �A.', fit,' I �l 'AP, EMO • r io STATE ENBROY CODE LA t`1/fE.l1l��IP�If_w/./t�A1Li��SAA• !1 �. �� :. _ r Y' �r{iA>�Ul�,�/I�/� �il�LV11 '_ rlltir� elm ME 1p 1 _ ,.. ,, ' '� � .0�• r,''' i it Wil EMN ml TRAIN All PRO I a /L f 111�1111�..�I u r • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL a J Board of Health SOUTHOLD, NY 11971 -"-,14 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. l Check _i Septic FormC,42w-1 4`- N.Y.S.D.E.C. -�� Trustees C.O.Application Flood Permit Examined r ,20 '---1'Single&Separate Storm-Water Assessment Forn ' Contact: N. -,�or,\ww, Approved ,20 Mail to:�'� �• �v�h-�w V,,OA�D Disapproved a/c- Phone: Expiration 20 E c\V nnspecto AUG 31 20fl APPLICATION FOR BUILD Date 4, �Jl� 20 _ ll • IN OF SOUTkiOY.� '�` 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't'he work. e. No building shall be occupied or used in whole or in pafor 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 o demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, hous' code, an regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Syn V applicant or name, if a corporation) (Mailing addr ss of applicant) State whether applicant i6 ownerfessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 9T?a 2 ' (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street :<;;_: , ; ;,; Hamlet County Tax Map No. 1000 Section Block _ Lot Subdivisiona4 ?t ➢J 01 V• > Filed Map No. Lot WAW\A24R' e0r_ W1erz('4w ' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy GAW4'k-� yy11•�� tit�1Jki� 3. Nature of work (check which applicable): New Building Wim, Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated CostFee (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. N10rt9 7. Dimensions of e-�.!;?ing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front 4— V Rea r--- Depth Height Number o Sgt ries _ 8. Dimensions of entire new construction: Front'• ��' Rear Depthi, Height Number of Stories it a 9. Size of lot: Front �� Rear Depth �•�� ,2 10. Date of Purchase f,4 Name of Former Owner -GAG 0074 1 11. Zone or use district in which premises are situated_ J v_(E.rh��&Wrygy+n wCo. ta7T V 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO>„ 13. Will lot-be re-graded? YES X, NO Will excess fill be removed from premises? YES X NO 14. Names of Owner of premises Address 6LA1 ? NY il'161 Phone N(gq') 006-0 i Name of Architect MOO�RkW_ Address = Phone No((63%)-115 a55'G " Name of Contractor i��i� Address Phone No.� 15 Is this property within 100 feet of a tidal wetland ora freshwater wetland? *YES NO F YES, SOUTHOLD TOWN TRUSTEES & D.E.O.-PERMITS MAYBE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *. YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation,plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_X_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF40&, p `1;�S being duly sworn, deposes and says that(s)he is the applicant (Na e of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t beforeine thi day of 20[!Wura McKenna Notary Public,State of New Yo No.01 MC4617289 u i ed In Suffolk Co Notary Public ommission Expires De ,2017 Sig ure of Applica l r . t " Office.Location: soyolo Mailing Address: Town�nnex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) P.O.Box 1179 Southold,NY 119710 a Southold,NY 11971-0959 RAIi �y��UM'I,�� http://southoldtown.northfork.net RECEIVED BOARD OF APPEALS / TOWN OF SOUTHOLD FEB 1 0 -'114 Tel. (631)765-1809 Fax(631)765-9064 Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JANUARY-23,2014 ZBA Application No.: 6713 Applicants/Owners: Walter C.Murphy(Estate of) Property Location: 750&830 Eastwood Drive Cutchogue,NY SCTM#'s 1000-110-03-1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further requirements under SEQRA. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. BASIS OF APPLICATION: Request for a Lot Waiver under Section 280-11 to unmerge a vacant land area of 20,800 square feet (SCTM # 1000-110-03-11) from an adjacent land area of 22,400 square feet (SCTM# 1000-110-03-10), based on the Building Inspector's Notice of Disapproval pursuant to Section 280-10 A, determining the properties have been merged. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 9, 2014, at which time written and oral evidence were presented. Pursuant to § 280-11 the Applicant has submitted documentation,to the satisfaction of the Board that these lots were merged consequent to the death of the owner. There have been no transfers of ownership outside the family since the time merger was effected. Pursuant to §280-11, the Zoning Board finds that (1)The waiver would recognize a lot that is comparable in size to a majority of the improved lots in the neighborhood because:the subject lot is one of the 14 lots shown on the"Map of Eastwood Estates" subdivision, filed as map #3683 at the Suffolk County Clerk on 10/16/1962, which are all similar in size and shape. (2) The waiver would recognize a lot that is vacant and has historically been treated and maintained as a separate and independent residential lot since the date of its original creation because: the lot was purchased and remained vacant as an independent developable residential lot investment and treated as such through time by the owner. } r 1 Page 2 of 2-January 23,2014 ZBA#6713—Murphy SCTM#1000-110-3-10&11 (3) The proposed waiver and recognition will not create an adverse impact on the physical or environmental conditions in the neighborhood or district because: the subject lot is one of two of the only undeveloped lots in this 14 lot subdivision in which it is located, and therefore one more residential dwelling would not have a substantial impact on this neighborhood. RESOLUTION OF THE BOARD: In considering and balancing the above factors and pursuant to the Waiver Provisions of the Town of Southold Merger Law, Section 280-11, motion was offered by Member Schneider,seconded by Member Weisman(Chairperson),and duly carried to GRANT, the waiver of merger as applied for and as shown on the surveys of Lot #1 (SCTM# 1000-110-03-10) and Lot#2 (SCTM# 1000-110-03-11), both dated Aug. 24, 2013 and prepared by Kenneth M.Woychuk,L.S.,with the following condition: CONDITION 1. Proof that waiver of merger is effected by way of a deed from the applicant to a separate individual or entity conveying title to that portion of the property known as SCTM# 1000-110-03-11,(Lot#2 on"Map of Eastwood Estates"),be provided to the ZBA within 2 years of the date of this decision. Failure to comply with this condition will result in nullification of the waiver of lot merger granted herein. Vote of the Board: ,oyes:Members Weisman(Chairperson), Schneider, Dantes, Horning.Absent:Member Goehringer. This Resolution was duly adopted(4-0). L 1 �n6` ' P -,�o ( 1 0) L ��,� P 7& r til) Leslie Kanes Weisman,Chai erson d Approved for filing/ /`Q Y/2014 Scott A. Russell , 05UFFQ/ra� STO]RMWA' IE]k SUPERVISOR � -� MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1,179 � rte] 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold C EZ 236 - STGRMWATER MANAGEMENT WORK SiuEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TIES PROJECT IiOI.yE AiVY OF THE E0I.I,O)4'ING: Y ,t0 CHECK ALL THAT APPLY) i' A. Clearing, grubbing, grading or stripping of land which affects more 'I si than 5,000 square feet of ground surface. ; j" ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to , 100 feet of horizontal distance. 'I i LjR D. Site preparation within 100 feet of wetlands, beach, bluff or coastal i! erosion hazard area. ®� E. Site preparation within the one-hundred-year P p h one hundred year floodplain as depleted C� on FIRM Map of any watercourse. ® F. Installation of new or resurfaced impervious surfaces of 1,000 square If 1;{ feet or more, unless prior-approval of a Stormwater Management ' Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. �=-------_lj C.T.t�l. �: 1000 Date- j, APPLICANT tProperh On ner,Design Prate ionaf Agent.gent.Contractor,Other) S. Di rict li Y 4y Section Block Lot FOR BUILDING DEP.=-KTIMEN 'USE ONLY i Comaci hifurniatioriReviewed By:�tnhl� 4 / 'V`i { j�- - - - - - - - - - - - - - Date: { ; Properly Address/Location of Construction Work: i; , ; — — — — — — — — — — — — — — — — — (i; Approved for processing Building Permit. ;I ® StomiNvater Management Control Plan\ot Required. , - - - - - - - - - - - - - - - - - j; Stormwater\Management Control Plan is Required. (Fore\and to Engineerutg Department for Review) FORA! r S?ViCP-TOS\dAY 2014 APPLICANT- S.C.T.M.*: 1000 „ CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) —p— Q /( Z3 Stormwater Management Control Plan CHECK LIST �Rn'tl�. section Mock Lot w 2 S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. � I'I,nc I un p Date: i * The applicant must provide a Complete Explanation and/or•Reason for not pi-o\iding '1 �SS (, � 4"( of all Information that has been Required by the following Checklistl S•nnlnrr TAr—Nuintkp I. A Site Plan drawn to scale Not Less that 60' to the inch MUST YE NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Descripttoii of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(02). OSION&SEDIMENT Cl. Test Hole Dula Indicating Sail Chatacterislics&Depth to Ground Water. OBJ Shall include but n,t be limited tu e. Limits of Clearing & Area of Proposed Land Disturbance. A well f. L'NISting & Proposed Contours of the Site (Minimum 2 Interval") Wi Entrance, g. Location of all cNisting & proposed structures, roads, a i tzation& driveways, sidewalks, drainage improvements & utilities. eeding Of or inactive soils. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0 1. Location of proposed Soil Stockpile Area(s). k. Location of pioposed Construction Entrance/Staging Area W. ODDRAINAGE iNSPECTIONS ARE REQUIRED I. Location of proposed concrete washout al'ea(s). O0 M. Location of all proposed erosion&sediment control measures. OR PfeVi& , 2. Slot mwater Management Conti of Plan must include Calculations sho'Wing Ei that the';lorimvater improvements are sived to capture,store,and infiltrate that the didiliage has been insta --� - \ L. on-site the run-01'1'Il um all unpervunts sur faces generated by a two(21 Inch rainfall/slot m event. 3. Details&Sectional Dra\Onrgs for slot rrvater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance&Site Access. TOWN OF SC)UTHOYD c. Inlet Drainage Structures (e.g.catch basins. tiench drains,etc.) 0� d. Leaching StWCtLli'es (e.g.infiltration basins,swales,etc) FOR ENGINEERINGDEPT T USE ONLY ® Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. i (( i Approved By: — — — — — — — — — — — — — — — — — — — — —1— — ; I ii - I Stormwater Management Control Plan is Complete. Date: ! SMCP has been approved by the Engineering Department.1 !L— -- - — �. — ----- --- — _—_ . _ _.�—__—._ _.. �_— -- __ ..__.._._i� FORM °J SWCP Chcck List. -TOS MAY 2014 A z �glaFlral�,C BUILDING DEPARTMENT- Electrical Inspector �O TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 a � � Southold, New York 11971-0959 1p� Telephone. (631) 765-1802 - FAX (631) 765-9502 roger.richert(cD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQU ESTE-BY: Date: 7 2 1 t FS Company Name: 1e Se 1-6L-r \l L te-c 5-1c. Name: V<-QJ�1\ 40L...X I t License No.: S q'1 W1 U' email: em'I .Go� Address: p i+� f�e�tL �� 1�� N- Nq 117.7 2- Phone Phone No.: Site e12-9 2,79t, JOB SITE INFORMATION: (All Information Required) Name: 75o A*3&3e- #c-. 'D 940'L- on Address: -150 &A. � V c- G Cross Street: fZ�, Phone No.: (.a 31 2 0 t7 b t t Bldg.Permit#: Lq I q ly email: Tax Map District: 1000 Section: l 16 Block: ® 3 Lot: 1 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YE / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: 2-00 A # Meters I Old Meter# New Service Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y Additional Information: PAYMENT DUE WITH APPLICATION 1.kua Request for Inspection Formals 0��,11FF0�,�co BUILDING DEPARTMENT-Electrical Inspector = TOWN OF SOUTHOLD o !yc Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # 'Vt q Date fly 3 Customer Name2018 Electrician Name Address 75�D � � �� )Y6GsCZZ G%� e-mail �R �u'7ae0�tc� Phone S'� _ Z�_ 27 9(o Phone e-mail K, S, IA&b, Size—_1 O A Phase / Overhead= Underground Remarks �(/ #of Meters #of Underground Laterals 1 2 "H" Frame or Pole H New P Fire Reconnect Was work done on Service? Y/N Flood Reconnect d F Old Meter# Application for electrical service equipment is on file with the town of Southold.On thea applicant'snotification h atet is installation is complete,the town will conduct a premises inspection of the service equipment. This tion is valid for 90 ys from the date above. Authorized by 17 1 V�1�F01/,�®_ Town Hall Annex Cyd `may Telephone(631)765-1802 54375 Main Road ® Fax(631)765-9502 P.O. Bax 1179 CO Southold, NY 11971-0959 A�s gor BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE,CONSTRUCTION,,_PRE-ENGINEERED, WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date. Owner: _e!�gioftw"I Location of Property: Please take notice that the (check applicable line): '- New commercial o residential tructure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) WVJ Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floopzirld roof fraAning (FR) Signature: _ Name (person submitting this form): Capacity(check applicable line): Owner ><, Owner representative TrussReg15.docx Effective 1/1/2015 VA6AN7, r= ou.p. vCJ I =71 PROPERTY,, OWNER: lUN STEPHEN',"; J6ANNE FABER MOO TOWN OF SOUTHOLD SUFFOLK COUNTY; NEW YORK SURVEY INFORMATION: KENNETH WOYCHUK, LS AQUEBOGUE, NY SURVEYED: AUGUST 24, 2013 REVISED: JUNE I, 2014 ELEVATIONS REFERENCED .TO N.A.V.D. 1988 DWELLING DRAWING TITLE: W/PUBLIC WATER 1FSCTM# 1000-110-03-10 Iso' ;LOT AREA: 20,800 S.F. SITE PLAN .ZONING:. R-40 (Non-Conforming Lot 20,000 to 39,999 sr) `YARDS: (PRINCIPAL) FRONT 40' SIDE (ONE): IS' SIDE (BOTH): 35' REAR: 50' HEIGHT (MAX.): 35' JOB: LOT COVERAGE (MAX): 20% LOT COVERAGE (PROPOSED): 2214 SF = 10.6% EMBER RESIDENCE ACCESSORY STRUCTURE (LOT SIZE: 20,000- 39,999 SF): 150 EASTWOOD DI LOCATE IN REAR YARD - CUTCHOGUE. NY A. MAXIMUM HEIGHT: IS' w/ SIDE t REAR SETBACK = 10' TOWN OF 50UTHOLC B. MAXIMUM HEIGHT: 20' w/ SIDE t REAR SETBACK = 15' SCTM4 1000-110-0; C. MAXIMUM HEIGHT: 22' _w/` SIDE t REAR SETBACK--= 20' SIZE (MAX.): -150 SF ARCHITECT: DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before FREDERICK R. WEE U.P. 8ackfil(,OR Provide Engineer's Certification 4I EAST MAPLE RC FLOOD PLAIN: X GREENLAWN, NY 111 that the drainage has been Installed to Code. 52 NOYAC PATH ERO510N&SEDIMENT CONTROLS WATER MILL. NY 119 Shall include but not be limited to: A well maintained Construction Entrance, TEL 631 154-5551 Wire Backed Silt Fencing; Fweberarchitectegahoo.� zati Seeding of exposed and/or inactive soillss. _ SEAL: APPROVAL OF STORMWATER MANA43EMENT CORfrRO P ow Cod C p e 236 �'G°� Date: Zo , Q`; APprov d b DRAWING SCHEDULE DESCRIPTION Al SITE PLAN A2 FOUNDATION PLAN A3 IST FLOOR PLAN REV.. AUG 28. 201 A4 2ND FLOOR PLAN DATE: AUG 22. 201 A5 ELEVATIONS SCALE. In - 20'- A6 ELEVATIONS JOB NO: w201104 Al SECTIONS A8 FINISH SCHEDULE/DETAILS DRAWING NO. A9 t CODE .DETAILS SI STRUCTURE: 2ND FRAMING (IST PLAN) Q 52 STRUCTURE: ROOF FRAMING (2ND PLAN) EI ELECTRICAL: IST E2 ELECTRICAL: 2ND OF C;VVtK I I I I - I I I `1.8' � I I DWELLING W/PUBLIC WATER I 150' I I�� O I I I I I I I I I I DWELLING W/PUBLIC WATER 150' I L: I I VACANT AREA OF LAWN GH i Nb'I°42'OO"E' MAINTAINED BY OTHERS 16 MON. NDWATER ------------ . \ Ilt Fence 0 EL . . . . 43.3. • . / . . � r--------------------A---- -- \ O I/ I EL 143.0,E STOCKPILE tQ j TOPSOIL .'� GA4 ,AGE co Q O (GF 3.4 WA - O WALT I LOT 2 I i � 10'MIN I . I Areal of E —Prop�sed Land I 10'MIt� Disturbance OPOS D -- -- -— - I r------- 2 TY RM. DW NG I ; (FF 6.5 EL 47.6 �`�\ I I I FU STONES DWELLING W \ I PATIO OR W/PUBLIC WATER 0 150' O 50.0001,co I j N ELI K ` ------ EL 50.1 LAND N/F OF \ JOAN NUGENT PIPE 0.315 NS I°42'00"E ASPHALT L DWELLING LOT I W/PUBLIC WATER 150' MON. Ll 1RES. SOUTH '('Z�lR0 ` S.C.T.M. NO. DISTRICT: 1000 SECTION: 110 BLOCK: 3 LOT(S): 10 LOT 3 AREA OF LAWN N57042'00"EMAINTAINED BY OTHERS MON. 160.00 MON. oU.P, Z7'S 9.0'S. O W O iV CD Cq IP4 A LOT 2 A (VACANT) (WOODED WITH NO STRUCTURES) O W W O U) O O co C � , w o a M o cntu " w LAND NiF N57"42'00"E OF L160.00! SPIKE JOAN NUGEN7 — - - - - — 0.3'S _ 0.4E ' IASPHALT ORNEWAY LOT I I U.P. O O O I MON. SOUTH CROSS ROAD THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVAT/ONS AREA:20,800•00 SQ,F'T. or 0.48 ACRES AND OR DATA OBTAINED FROM OTHERS. UNA ELEVATION DA TUM.• ......................... AP NOT ALTERATION OR ADD/TION TO THIS SURVEY/S A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, COP/ES OF THISSU MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA HVALIDEN TRUE COPY. GUARANTEES INDICATED HEREON SHALL ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION �Y LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INST1TUT10N, GUARANTEES ARE NOT TRANSFERABLE. RUN THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GU/DE THE ERECT/ON OF FENCES, ADDITIONAL STRUCTURES U AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRU�TIIRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 2 MAP OF: EASTWOOD ESTATES CERTIFIED TO: THE ROMAN CATHOLIC DIOCESE FILED: NOVEMBER 16, 1962 No.3683 OF BROOKLYN; SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD SUFFOLK COUNTY, NEW YORK KENNETH M ROYCHUK LAND SURVEYINGI ,r Professional Land Surveying and Desi FILE # 13-149 SCALE: 1 =30 DATE: AUG. 24, 2013 P.O. Boz 153 Aquebogue, Nets► York 11 N.Y.S LISC. N0. 050882 maintaininng�e(r8eccord98f Robeert J. Hennessy i& Kenneth 1 I S.C.T.M. NO. DISTRICT: 1000 SECTION: 110 BLOCK: 3 LOT(S): I f` DRAINAGE CALCULATIONS: ! H311031SVIA AG0 9331A BS H11V3H 'O0`jAnS A) FOOTPRINT IN/COVERED PORCH=2,804 SO.FT. (2) 84DIA Ox 166 DEEP DRYWE 6cf ( RED 507ccf PROVIDED DWEWNG NOZ 44 Nnr W/PUBLIC WATER B) DRVEWAY=990 SOFT. 150' b� 990 x 0.166=164.3 < 165cf G3A'�� (1) 8'DIA x 4' DEEP DRYWELL= 169cf PROVIDED DWEWNG W/PUBUC WATER 150' LOT 3 I VACANT VACANT I AREA OF LAWN MAINTAINED BY OTHERS MON. N57042'00"E 160.00' MON. I �U.P CL 36.8 — EL 43.3 7.7'S EL 42.3^1 EL 37.6 O 8 Dwx4 DEE I w N —9.0'S D7j D W 1� II WEL\\—\—CM1— ——— c - ELI0) 1 6D PEL O FS'DLAx (430) 26.5' 43.4' 13.0' GARAGE it PROPOSED (GF 42.0) DRIVEWAY LOT 2 IIII 5O2.0' 62.1' 13.0' EL 43.0 COWIE PORCH EL 39.6 _ A� PROPOSED c 2 STY FRM. OPOSED WATER SERVICE DWELLING DWELLING it I W/PUBLIC WATER (FFL 46.0) co I� o I W 150' EL 47.6 DWELLING W 2.0' 5.0' 40.0' ~ I CL 40.5 W/P BUQ 150' WATER 50' (5I BEDROOM) , 0 O 1 00 GAL. 9 z u h � \�• O z I _^ f OWI S.T. C O ~ I EL(46.0) 32'0' EL(4 .0) rP� z a va ®n inspe n Requred POOR MATERIAL TO BE, OVEDD. ti r, j For �� "`��++ CACjeI!AN FILL WITH SCOL-(—`ROOF ;N Uj W stems CyPJ1N COAIZSt=SAND. b �® i��= T c Health pa wEL' EL 48.1 •cl1 N 8'DIAx 16'DEEP 1 LAND N F 8'DIAx6'DEEP EL 45.6 j OF / SPIKE GENT1 - w��rwnf..t;",�� - ---- •n n^p, r -- - I �L - -- - -- - ------ - - - - -- Thr VV L iii i%.11 ll 14-C I ` ASPHALT DRNEWAY DWELLING LOT 1 W/PUBLIC WATER 150' U.P. —MD!4 SUFFOLK COUNT DEPARTMENT OF HEALTH SERVICES p PERMIT FOR APPROVAL OF CONSTRUCTION FOR A o ELEV. 4 7.3 PO I ' O DR BROWN SINGLE FAMILY RESIDENCE ONLY SANDY LOAM —1 AUG 0 8 2014 BROWN LOAMY SAND DATE H.G. EF. N0. z 2.2' APPROVE® BROWN 1.14/ CLAYEY FOR MAXIM ' O BEDROOMS FINE "fir qF, ^'1. RE EARS FROM DATE Or APPROVAL MON. SAND GRAVEL SOUTH CROSS ROAD BROWN MEDIUM SAND ZONED R-40 NON-CONFORMING LOT NO WATER FRONT YARD SETBACK - 40' REVISED 06-01-14 REAR YARD SETBACK - 50' — 17' SIDE YARD SETBACK - 15' (35' TOTAL) THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL MAY 1, 2014 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS KENNETH WOYCHUK LS AND OR DATA OBTAINED FROM OTHERS. AREA:20,800.00 SQ.F'T. Or 0.48 ACRES ELEVATION DATUM- ___ NAVD88 ---------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUEfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 2 CERTIFIED TO: STEPHEN FABER; JOANNE FABER; MAP OF: EASTWOOD ESTATES STEWART TITLE; FILED: NOVEMBER 16, 1962 No.3683 SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD - KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 10 r Professional Land Surveying and Design ` x, P.O. Box 153 Aquebogue, New York 11931 .FILE # 13-149 SCALE: 1"=30' DATE: AUG. 24, 2013 PHONE (831)298-1588 FAX (831) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 110 BLOCK: 3 LOT(S): 11 ell .. �� moo✓ DWEWNG W/PUBLIC WATER 150' l - f DWELING IN/PUBLIC WATER 150' LOT 3 I VACANT VACANT I MON. N57042'00"E 160.00' MON. U.P. I CL 36.8 — m EL 43.3 Silt Fence .3 _ E; W;6 I w (43.0,----- (42.9) A� W I 1>-1 Q I p / :.:::;20;§;;'•:::: CONCRETE WASH our AREA / ''•'''•••':•'' IN BED OF PROPOSED DMEWAY. C / , : :? PROPOSED O CO i •::GARAGE:: ASPHALT Y/ :ink•FND' 45. DRIVEWAY I p I DW ::::'::::.•::: : O I I POQR MATERIAL TO BE ID. A LOT 2 : :N 10'MI M Exp. BACK M WITH 3' R 0 CLEAN COARSE SAND. Z EL 43.0 m11. .;:; o �� S.T. z I Area of c=':'`'. ►s Proposed ro I 1�► Land R,4`::::.•:;:::,::;:,: 4.:�; 10'MII� 8(5 EL 39.6 �a E-4 Disturbance H:'':''::;.;:•:;;:;;:::•:1-p BEDROOM) 75.3' 250,',:'::;FOUNDATIGN: 4.0 1,500 GAL. �� DWELLINGwALx 8'DIAxI6'DEEP IN/PUBLIC WATER FNQ: 46;1:::::': _ !�. 150, EL 47.6 :•:.:.:.;':;::'E:. 48.1' CA DWELLING m•.;,•....•.;.;.;.; u O I CL 40.5 w in': :•:•:::;:;•::::; Staging W/PUBLIC WATER ;;; Area 150, :• :;.;:;:•;;. :: I O :5.0 Li •.;.•.;: �� PROPOSED WATER SERVICE O ti '•• `'` (10'Min o Sanitary, 4'-6'Deep) Site Entran � I :.:i is.o`:•: (46.0) 'r- co - - — cc sio �L (46.5 (20'Min. a I (46.0) o Sanitary) o I io EL 50.1 w LAND N/F EL 48.1 EL 45.6 c�c� OF SPIKE Cu ; -- - - -_=--= =-- 0.3'S ____ 1V57"42'00"E _--- - -- - -- — — -- 160 JOAN-NUGENr .00' --_---- =-I--- ------ - -- - --- -- - _ - -- CL 44.0 0.4'E I ASPHALT DRNEWAY I DWELLING LOT 1 W/PUeuc WATER o 150, 1I O U.P. —MO— ] O MON. SOUTH CROSS ROAD SITE DRAINAGE: ELEV. 47.3 DW AREA VOLUME(Required) DRAINAGE STRUCTURES VOLUME(Provided) DR BROWN A SANDY LOAM House, Garage, Roof, 2241 sf x.166'Rain =372 of �2) 8' Dia. x 5'Deep W/ 4225 of —1' B Connection &Front Po roMe Bearing Top BROWN LOAMY SAND FILTER CLOTH AGAINST rC Orivewa �) � / —2.2' Y 1132 sf x.166'Rain=187.9 cf 1 8'Dia.x 5'D w 211 cf WOVEN WIRE FENCE Wl raf8c Bearing Top 2"x2"06" STAKES, 12 OC BROWN DRIVEN 16' MIN. INTO House and Porch Roofs to have Gutters & Leaders CLAYEY GRADE, EMBED FILTER Connected to Underground Drainage Structures (Typ.) FINE CLOTH 6' INTO GROUND W%0% ASPHALT TRAFFIC ZONED R-40 GRAVEL Top Coat BEARING NON-CONFORMING LOTFRONT YARD SETBACK - 40' —9.8' FLOW °(pV Base GRATE REAR YARD SETBACK - 50' PIPE TRENCH SIDE YARD SETBACK - 15' (35' TOTAL) BROWN DRAIN TO MSLOPE z DRAINAGE RING FND. LOC. 12-10-17 STONE 8 REVISED 11-22-17 NO WATER BLEND 4-4 REVISED 06-01-14 — 17' CROSS SECTION THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL KMAY 1, 2014ENNETH WOYCHUK L5 SILT FENCE DETAIL CROSS SECTION LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS S TRENCH DRAIN ® DRIVEWAY AND OR DATA OBTAINED FROM OTHER AREA:20,800.00 SQ.FT. or 0.48 ACRES ELEVATION DATUM. — NAVO88 -------- UNAU7HOR12ED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SECTION 7209 OF 7HE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INSTITU770N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 2 CERTIFIED TO: STEPHEN FABER; JOANNE FABER; MAP OF: EASTWOOD ESTATES STEWART TITLE, FILED: NOVEMBER 16, 1962 No.3683 ` SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design J + P.O. Box 153 Aquebogue, New York 11931 FILE # 13-149 SCALE: I"=30' DATE: AUG. 24, 2013 PHONE (831)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Acyebuk _ LOT I ' ' S.C.T.M. NO. DISTRICT: 1000 SECTION: 110 BLOCK: 3 LOT(S): 11 #R 10-14-0059 D D F E B 1 1 2019 mgJatJM�31"T .V "o,,]] TOWN UP SO ZaGILD LOT 3 i MON. N57042'00"E 160.00' MON. U.P. EL 37.6 I CL 36.8 EL 43.3 0 w EL 44.0 EL 43.6 �Rjypy� Q :::::so.5;:•::;;:. :` •• •. BELG. BLK. CURB z O RCA DRIVEWAY BASE _ 2ND F1R ZW OVER PDACIl 3.2': :.• 7.5'i I A LOT 2 c EL 44.6 S T I Z OUTDOOR m113';.:•::,:�.'� 3 0 I� ;. co I 21' D� EL 39.6 4.:. w':::.•'• : '.'; .:'. :.;� 25.5' ct L.P. O 13 75.3' ?.o'i.::,:::::::'.:• "�40• 7.6' (5 BEDROOM) 1,500 GAL EL 47.6 :"'DWELLING.•:,.:,'.•N 8= 8'DIAxIWDEEP I� W w oo :FFL EL 47.42,•.: a ::.::.:::::::`:: .:•:.wa EL 45.5 I CL 40.5 OU ':"13.5':: :';:'::.:•.:•.:.' S.0 40.5' co ti M WA7M SERY�CE ]W.V. EL 44.8 Cp EL 1 al � LAND N/F EL 50.1 EL 45.6 OF SPIKE JOAN NUGENT 0.3'SCONC. BLK. REL WALL ALONG UNE - ' -- - --- -I CL-44.0 0.4'E N57"42'00"E 160.00 i LOT 1 I O O U.P. O —MO I MON. SOUTH CROSS ROAD FINAL SURVEY 12-22-18 FND. LOC. 12-10-17 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA:20,800.00 SQ.FT. or 0.48 ACRES ELEVA77ON DATUM: NAVD88 UNAU774ORIZED ALTERA71ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON, HIS BEHALF TO THE, 7777E COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF 77-IE LENDING 1NS77TU77ON, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 7HE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 2 CERTIFIED TO: STEPHEN FABER; JOANNE FABER; MAP OF: EASTWOOD ESTATES STEWART TITLE; FILED: NOVEMBER 16, 1962 No.3683 SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design l � P.O. Bos 153 Aquebogue, New York 11931 FILE # 13-149 SCALE: 1"=30' DATE: AUG. 24, 2013 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk REScheck Software Version 4.6.4 Compliance Certificate Project Faber Residence Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,785 ft2 Glazing Area 16% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 750 Eastwood Drive Stephen Faber Frederick Weber Cutchogue, NY 11935 Owner Architect 30 Suellen Road 41 East Maple Road Islip, NY 11751 Greenlawn, NY 11740 (631)806-0112 (631)754-5555 rnmom30@hotmaii.com fweberarchitect@yahoo.com • • 0 .0' 0 Compliance 8.7%Better Than Code Maximum UA. 507 Your UA- 463 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 r Cavity Cont. U-Factor UA Perimeter Ceiling 1: Cathedral Ceiling 1,970 36.0 0.0 0.029 57 Wall 1:Wood Frame, 16"o.c. 3,396 25.0 0.0 0.053 148 Window 1:Wood Frame:Double Pane with Low-E 478 0.300 143 SHGC:0.28 Door 1: Glass 80 0.300 24 SHGC: 0.23 Door 2: Solid 54 0.400 22 Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 1,525 21.0 0.0 0.044 67 Floor 2:All-Wood joist/Truss Over Outside Air 67 38.0 0.0 0.026 2 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 bL II 'ng has b designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory require en I e t e REScheck Inspection Checklist. Name-Title Signat' a Date Project Title: Faber Residence Report date: 08/28/17 Data filename: C:\Users\Fred\Documents\REScheck\Faber-ResCheck, 082817.rck Pagel of 9 CREScheck Software Version 4.6.4 �J( 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. ;. =Plans Verified':_`F',Field Verified .' z, # Pre-inspection/Plan-Review Complies? Comments/Assumptions ,&Req.ID cValue Value, „ n. . 103.1, :Construction drawings and ❑Complies 103.2 (documentation demonstrate = t"El Does Not [PR1]1 ;energy code compliance for the ;building envelope.ThermalY `,'.FF ;•,LW)" :. ❑Not Observable ;envelope represented on ,`- b,° ', 3❑Not Applicable construction documents. ,' 103.1, ;Construction drawings and ❑Complies ; 103.2, documentation demonstrate " ,❑Does Not 403.7 ;energy code compliance for s = [PR3]1 ;lighting and mechanical systems. �:...;,,`,. �- r '}, ❑Not Observable 00 !Systems serving multiple - ;;❑Not Applicable dwelling units must demonstrate :L :compliance with the IECC f} 4° 'baa ,•,,r,E,k}:r ; Commercial Provisions. '' 302.1;.,• ,!Heating and cooling equipment is' Heating: ; Heating: ;❑Complies ; 403'.7` ` sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2- on loads calculated per ACCA Cooling: Cooling: ❑Not Observable , Manual J or other methods ; Btu/hr Btu/hr ❑Not Applicable I approved by the code official. PP , Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) -3; Low Impact(Tier 3) Project Title: Faber Residence Report date: 08/28/17 Data filename: C:\Users\Fred\Documents\REScheck\Faber-ResCheck, 082817.rck Page 2 of 9 „Section #-_ Foundation Inspection Complies? Comments/Assumptions &'Req.I D 303.2.1 A protective covering is installed to ;❑Complies [FO11]2;,' protect exposed exterior insulation E Does Not and extends a minimum of 6 in. below ; grade. ❑Not Observable ❑Not Applicable 403.9 , ',. Snow-and ice-melting system controls;❑Complies LFO12]z= installed. :❑Does Not ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2,1 Medium Impact(Tier 2) -3, Low Impact(Tier 3) Project Title: Faber Residence Report date: 08/28/17 Data filename: C:\Users\Fred\Documents\REScheck\Faber-ResCheck, 082817.rck Page 3 of 9 "Section; Plans Verified Field Verified" # Framing-/Rough-in Inspection -Value Velue Complies?. -_Comments/Assumptions' & Req.ID 402.1.1, ;Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not ;table for values. [FRI]1 I ;❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). � � ;❑Does Not table for values. 402.3.3, 402.3.6, ; ❑Not Observable ; 402.5 ;❑Not Applicable [FR2]1 I I , ) ; I I I 303.1.3 ;U-factors of fenestration products i = _ - `" ;;'w❑Complies [FR4]1 !are determined in accordance `'° ;}` "t" : ❑Does Not edure ;with the NFRC test procor .T " _ J ;taken from the default table. ( ❑Not Observable , I❑Not Applicable ; 402.4.1.1 'Air barrier and thermal barrier `s- ❑Complies a. [FR23]1 I installed per manufacturer's �'° _ = "y;i_ ❑Does Not instructions. ' i > ❑Not Observable f 'L;❑Not Applicable , 402.4.3 ;Fenestration that is not site built '"n =`;❑Complies [FR20]1 ;is listed and labeled as meeting 4 ❑Does Not AAMA ;or has Dtr tionA tes/per FRC ,`;❑Not Observable ; 400 that do not exceed code :4 °§ N. ''❑Not Applicable 5 limits. 402'.4.5 ,`;IC-rated recessed lighting fixtures _ =,1❑Complies ; [FR16]2 sealed at housing/interior finish ` a; ❑Does Not and labeled to indicate<_2.0 cfm ti -'''❑Not Observable leakage at 75 Pa. ; ] = _;❑Not Applicable 403.2.1 ;Supply and return ducts in attics i. ,; ~, °, ❑Complies ; [FR12]1 :insulated >= R-8 where duct is I ,°; , ~`';„ ,- `t" El Does Not > 3 inches in diameter and>= ❑Not Observable R-6 where<3 inches.Supply and return ducts in other poi rtions of ;❑Not Applicable the building insulated>=R-6f r - , ;diameter>=3 inches and R-4.2 •l' 2:re y 'sl,., ;for<3 inches in diameter. 403:3:3.5:;Building cavities are not used as �1❑Complies ; ['FR15]3, I'ducts or plenums. , °, ' .r '❑Does Not ❑Not Observable ; _ - r ❑Not Applicable ; 403. 'l 4''• , HVAC piping conveying fluids R- ' ; R- ;❑Complies ; [FR17•]z: 3 above 105°F or chilled fluids ❑Does Not below 55°F are insulated to>_R- ; ; ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC 110Complies [FR24]1 ;piping. ;I,," ❑Does Not ❑Not Observable { .; ❑Not Applicable 403.5 3.�","{ Hot water pipes are insulated to ; R- ; R- ;❑Complies [FR18]2`'` >_R-3. :❑Does Not ;❑Not Observable ❑Not Applicable ; Automatic or gravity dampers are _ '`. ❑Complies [FR19]2`'-= installed on all outdoor air s {° ' ;"E]Does Not intakes and exhausts. i ] }r; ;,,; :. 2`'❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) --2. Medium Impact(Tier 2) 1,"3-'J Low Impact(Tier 3) Project Title: Faber Residence Report date: 08/28/17 Data filename: C:\Users\Fred\Documents\REScheck\Faber-ResCheck, 082817.rck Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,2,]Medium Impact(Tier 2) ,3 1 Low Impact(Tier 3) Project Title: Faber Residence Report date: 08/28/17 Data filename: C:\Users\Fred\Documents\REScheck\Faber-ResCheck, 082817.rck Page 5 of 9 Section. =' Plans Verified, Field Verified: ,.- # Insulation Inspection _= Complies? Comments/Assumptions Req._ID Value .Value,- ,303.1' All installed insulation is labeled `_'=;;',1,' ;❑Complies [INI3]2 or the installed R-valuesr ❑Does Not V .provided. y s El Not Observable - ❑Not Applicable ; 402.1.1, ;Floor Insulation R-value. ; R-� ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ',❑ Wood '❑Does Not 1 table for values. [IN1]1 ❑ Steel ;❑ Steel ❑Not Observable 00 ❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ; 402.2.7 manufacturer's instructions and ❑Does Not ,..s.; [IN2]1 :in substantial contact with the ¢L „a. w ' ,underside of the subfloar, or floor ❑Not Observable :framing cavity insulation is in y A ,=J❑Not Applicable ; contact with the top side of ; sheathing, or continuous insulation 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/z of the ❑ Wood ;❑ Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation ; CO) requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; 303.2 all insulation is installed per ;" _ _ �'111C ;Womphes [IN4]1 ;manufacturer's instructions. a 'e ❑ Does Not -,),[]Not Observable ; - J--1EINot Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2'1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Faber Residence Report date: 08/28/17 Data filename: C:\Users\Fred\Documents\REScheck\Faber-ResCheck, 082817.rck Page 6 of 9 . , ions ts/4igumathons PrQvis 402.1.1, :Ceiling insulation R-value. R- R- ;E]Complies :See the Envelope Assemblies 402.2.1, d :table for values 402.2.2, El woo El Wood CIDoes Not E] Steel E] Steel :E]Not Observable 402.2.6 303.1.1.1, ;,Ceiling insulation installed per 303.2 manufacturer's instructions. TIDoes Not [F12]1 :,Blown insulation marked every 300 "JUNot Applicable .4b2 Vented attics with air permeable insulation include baffle adjacent Does Not to soffit and eave vents that extends over insulation. ;''E]Not Observable 402.2.4 ;,Attic access hatch and door R-— R- ;,E]Complies [F1311 �insulation �tll-value of the ElDoes Not :adjacent assembly. :EINot Observable t1Not Applicable 402.4.1.2 ;,Blower door test@ 50 Pa. <=5 ACH 50 ACH 50 :E]Complies [FI1711 :ach in Climate Zones 1-2, and UDoes Not <=3 ach in Climate Zones 3-8. UNot Observable :EINot Applicable 4032.3 Duct tightness test result of<=4 cfm/100 <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in TINot Observable !tests,verification may need to :E]Not Applicable ioccur during Framing Inspection. 403.3.2 ;,Ducts are pressure tested to CfM1100 cfm/100 ElComplies [F12-7]1 ;determine air leakage with I ?E2 ft2 :E]Does Not ;either: Rough-in test:Total :leakage measured with a UNot Observable :pressure differential of 0.1 inch t1Not Applicable :w.g. across the system including :the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total Neakage measured with a :pressure differential of 0.1 inch ;w.g.across the entire system including the manufacturer's air ;handier enclosure. 403.3.2.1 Air handler leakage designated _�t,.;Xlcomplies [F124]1 :by manufacturer at<=2%of IIIE]Does Not design air flow. EINot Observable 'EINot Applicable 40jA Programmable thermostats TF19 installed for control of primary heating and cooling systems and �",,,JE]Not Observable initially set by manufacturer to EINot Applicable code specifications. OComplies Heat pump thermostat installed IU on heat pumps. EID N "E]Not Observable Applicable jO��.5.1' Circulating service hot water Complies 2 or [Fill] systems have automatic -.'UDoes Not accessible manual controls. J, EINot Observable EINot Applicable 1 High Impact(Tier 1) I-,2,,l Medium Impact(Tier 2) 1-,3-,J Low impact(Tier 3) Project Title: Faber Residence Report date: 08/28/17 Data filename: C:\Users\Fred\Documents\RE6check\FabepResCheck' O8Z8l7.rck Page 7uf 9 '-Section " Plans Verified Field Verified z„ Fina l:_Inspection,'P'rovisions ;,,- Complie`s?, ;Comments%Assurnpti®ns• &,Rego®; " ,, Value. - Value ' r .403.6x1' All mechanical ventilation system ❑Co ph ' [FI251? fans not part of tested and listed [ - r ' ;❑Does Not HVAC equipment meet efficacy - ttv;'- ❑Not Observable '``',k¢and air flow limits. ,-'',❑Not Applicable '40.2:,: Hot water boilers supplying heat s', ❑Complies [Fl2ff- through one-or two-pipe heating -_t; .`❑Does Not systems have outdoor setback ; control to lower boiler water ! `-S❑Not Observable temperature based on outdoor , ` ❑Not Applicable "3temperature. [•,'`r Yr ❑Com lies 403.5.1.1,'�Heated water circulation systems°" '�,.f" ,�r�,.`�.,,,, ,�J <<„`�"�" p ; [F128]2, ; have a circulation pump.The F' ❑Does Not system return pipe is a dedicated ` ;: 3 return pipe or a cold water supply' ❑Not Observable ; =.. pipe.Gravityandthermos- _ =. ❑Not Applicable syphon circulation systems are not present.Controls for }}, '•- r. q'ry'' _ ' circulating hot water system - pumps start the pump with signal for hot water demand within the r= +• -1 occupancy.Controls automatically turn off the pump ' when water is in circulation loop Y E= ,. is at set-point temperature and no demand for hot water exists. V T•� 403-5:1:2 Electric heat trace systems ' ❑Complies ; [FI29]2 comply with IEEE 515.1 or UL - ._ "' ❑Do s Not 515.Controls automatically e ; adjust the energy input to the z _ ❑Not Observable heat tracing to maintain the - ` :°v" = ,J -`�❑Not Applicable desired water temperature in theF, ,X ;a-`;'. .:•` _ " :# piping ' 3°� • ;, j ; 403:5.2= Water distribution systems that ❑Complies ; [F130F have recirculation pumps that ,; v""~=,'� '. ❑Does Not pump water from a heated water supply pipe back to the heated `4„ t`;%❑Not Observable water source through a cold .-;, Y<'••>;''"' •<;" ;",;-s ❑Not Applicable ; water suPPIY Pipe have a .' d demand recirculation water a system.Pumps have controls that manage operation of the pump and limit the temperature "- of the water entering the cold i - .•' s ;,"= _ , ywater piping to 104°F. ' 403':5.4; Drain water heat recovery units _ ;.; Vis,Q '= ❑Comphes I [17131]2tested in accordance with CSA `' r ❑Does Not B55.1. Potable water-side - pressure loss of drain water heat ❑Not Observable j recovery units<3 psi for = ❑Not Applicable ;a• individual units connected to one ; or two showers. Potable water- side pressure loss of drain water heat recovery units 2 si for < P !' individual units connected to tl ''- :Fx 4� -1three or more showers. 404.1 ;75%of lamps in permanent , ❑Complies (F16]1 fixtures or 75%of permanent ,j❑ . Does Not ;fixtures have high efficacy lamps. Does not apply to low-voltage .Ih" - ❑Not Observable lighting. ❑Not Applicable 404.1,1. ;Fuel gas lighting systems have ;3 Complies [FI23]3_ no continuous pilot light. • .,> ti:' ❑Does Not ;,,, a ,, r, :r ❑Not Observable ' --❑Not Applicable 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Faber Residence Report date: 08/28/17 Data filename: C:\Users\Fred\Documents\REScheck\Faber-ResCheck, 082817.rck Page 8 of 9 'Sec'tion. ; `` : x '' `Plans Verified Field Verified #� Final lnspection`Provisionsy Complies? ,Comroe its/Assumptions� Value Value.' Z, �`'Compliance certificate posted. <" ❑Complies LIDoes Not , ❑Not Observable ' '❑Not Applicable 303i3s ;Manufacturer manuals for (`, „ - f-i` = Com li �❑ p es ' �[FI18]3`` mechanical and water heating ❑ Does Not ;systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2,. Medium Impact(Tier 2) 1,3„ Low Impact(Tier 3) Project Title: Faber Residence Report date: 08/28/17 Data filename: C:\Users\Fred\Documents\REScheck\Faber-ResCheck, 082817.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation Above-Grade Wall 25.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 36.00 Ductwork (unconditioned spaces): Door,Rating1.1-Factor SHGC Window 0.30 0.28 Door 0.30 0.23 'Heating . Cooling,Equipment Heating System: Cooling System: Water Heater: Name: Date: Comments DO NOT PROCEED TRUSS PLACARD'NG REQUIRED )CM-_b FRAMING UNTIL SURVEY SITE DRAINAGE: O�7 :7,0�1'10ATION LOCATION TEST HOLE DATA ".AS6EdEEN APP,90VED. ii L FREDERUCK R MAY I. 2014 Dw AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME OBERT KEN WOYCHUK, LS F MIN. 2' MAX. LOCKING CAST TRAFFIC: EL 41.3 A WEBER CONCRETE BEARING I House, Garage, Roof, 2241 12) 8' Dia. x 5' Deep w/ SLAB 00 DR BROWN Connection I Front Porch sf x .144' Rain =312 cf Traffic Bearing Top 422.5 cf TO GRADE 1. SANDY LOAM CHIMNEY DEPTH /-IRON COVER )1180 4"0 APPROVED BROWN IV, &RCH +4 APPROVED 7191 C)y 4 UTECT PIPE, 1/4" PER FT. PIPE, 1/8" PER FT. CONCRETE LOAMY SAND C Driveway *2 5f x Rain =181.9 cf (1) 8' Dia. x 5' Deep iu/ 211 cf �Otjllv A MIN. PITCH 4 NI Q 1111 % Z_COVER Traffic Bearing Top MIN. PITCH BROWN CLAYEY House and Porch Roofs to have Gutters i Leaders 0 1 /At� E P FTg & h= PIPE, COD� LIQUI� FINE SAND Connected to Underground Drainage Structures (Tgp.) DEPT FLOW LE -2 DEPTH W/ 10% 84 Ring: 42.25 cf/Ft of Height -IF'S OF BAFFLE GRAVEL SEPTIC i�l • NEW 9.81 vo p. TO"AfN CODE.' TANK in REQUIRECA'J` :_'(DrADITPONS 0 LEACHING Ar (1500 GAL..) POOLS I I BROWN (`100 S.F.) DWELLING SAND MEDIUM FTfliDNT AT 4Z—Z IJ, vi U W/PUBLIC WATER 14- 3' MIN. '10 4 Fll�, FOR THF j')T, , [Ej P ICOLLAR 150, I T 81-01, 81-Olt I l - T�;`q'0 REQUIRED 81-01, NO WATER 'ONCRETE Y,)l-Jr_D r-(l FF,A M1,ING & PLU[vl'BING CONSTRUCTION MUST FOR C.O. OCCUPANK."T' OR ai 1. -oNST.RUCTION SHALL NAEET THE ll-,EMIENTS OF THE CODES OF NFW USE IS UNLAWFUL -S R STATE. tl,)T III PONSIBLE FOR - _11FICATE PROPOSED SANITARY SYSTEM S RUCTION ERRORS. V"JiTHOUT CIEF1 DWELLING jN OR CONIST NEW SANITARY SYSTEM FOR 5-4 BEDROOM HOUSE I I WIPUBLIC WATER OR- OCCUPANCY 1501 NEW 1500 GAL. SEPTIC TANK VACANT LOT 3 criar k1fhIlklino NEW 400 S.F. SIDEWALL AREA OF LEACHING POOLS All ext LA nc) (I POOL, 84 x 14' DEEP) d,rep!zced cf VACANT AREA OF LAWN Installed, UCt pro"id MEET ALL B.C. DEPT. OF HEALTH SERVICES REGULATIONS. MAINTAINED BY OTHERS repaircid E1.1 11 confoM, D,J r-nd S 'tt Psr npiter 172 MON. N51042'00'vE 140.00, MON. w to Ch, 3' (MIN.) TO HIGH up wool . . . . . . L r] -M CO&C NYS Enallori CC#6%0 ----IF—- - - - - - - - . . . . . . . . ()f the Tol . . . . . . . . . . . . . . .. . . . . . . . . ... SEASONAL GROUNDWATER .. . . . . . . . . . . . . . . . . . . L--------------Z------------ . . . . . . . . . . . . . . . . . . . . .1....... . . . . . . . . . . . . . . . . . I. . . 0 0 • rillt'F;n . . . . . ... . . EL -43.3 ro -urs Ln PLUMBING nim"tcr(120-. r--------------------A------- ---------- ---EL7.4 P,0) 53'-10' ALL PLUMBING WASTE rnd dustt!��" &WATER LINES NEED QV TESTING BEFORE COVERING Tairce.. STOCkPIL testingre TOPS�IL GA AGEPROPOSED PROPERTY OWNER: co �RETE rCO FILTER CLOTH AGAINST 0 (C;F 4 1 ASPHALT' STEPHEN 4 JOANNE FABER WOVEN WIRE FENCE W/ + 0 DRIVEWAYS WOVEN ra PLUiVISEn CERTIFICATION 2"x2"x34" STAKES, 12' OC TOWN OF SOUTHOLD ON LEAD CONTENT Er- PE MOD 70 -DRIVEN 14" IN. INTO L lu SUFFOLK COUNTY, NEW YORK r? GRADE, EMBED FILTER \ i TE OF OCCU17,�NCY CLOTH 4" INTO GROUND z SURVEY INFORMATION: UL 101MIN / I S-OLDER USED IN WATICTI 'I E x p "I Lzs� LOT 2 yk)tA I KENNETH WOYCHUK, LIS TRAFFIC 0_3� 11 / `•i1! a Y s YS TR CANNOT lz %, ASPHALT AQUEBOGUE, NY Top Coat BEARING SURVEYED: AUGUST 24, 2013 EXCEED 2110 OF 1 LW). ;I;: Fen Saw GRATE `40 x REVISED. JUNE 1, 2014 Area! or El. 4_ ... PIPE TRENCH UJI 0 FLOW sed I 'MIN 1 EL 39.-6 DRAIN TO Land vt 1=�=lj DRAINAGE RING Distulrbance POOR MATER L TO BE ?EM VED. < L��EVATIONS REFERENCED TO N.A.V.D. 1988 _�_�L OPOS SLOPE �q (�� PA(;h FILL.WI H 3' COLLAR �F DWELLING DRAWING TITLE: STONE r------- 2 TY RM. ........ . U I iqOARTE AND. 5CTM# 1000-110-03-10 -AVE BLEND ow NG AL CLEW—...... W/PUBLIC WATER 0 4,.q�, ISO, (FF 4. LOT AREA: 20,800 S.F. FUTURE SITE PLAN EL -416 '- i CROSS SECTION CROSS SECTION : STONE DWELLING lu OV :lE '40-000' PATIO OR Staging SILT FENCE DETAIL TRENCH DRAIN 19 DRIVEWAY W/PUSLIC WATER ZONING: R-40 (Non-Conforming Lot 20,000 to 39,999 sf) ISO, - 50.000-\ Area ........... :'.--NRDS: (PRINCIPAL) L---------j PROPd5ED WATER SERVI(.E UJ FRONT 40' .......T_V_._.I ......_.__-_ --> SIDE (ONE): 15' CONCRETE 1 (10, M -C' De ) < Mid. tq Sanitary. 4' SIDE (BOTH)- 35' COVER OR EL(49.0) Site REAR: 50' EL(4f.d� I TRAFFICtr nce T C.I. GRATE COVER TRAFFIC C.I.I* G r T_ BEARING EARING C) EARING Kn I�Ii SLAB51 HEIGHT (MAX.): 35' LAB PRECAST ------- ILI JOB: LC -- ------- '44. 0 LOT COVERAGE (MAX): 20% CONCRETE -------------- ....... ............1�. LbT COVERAGE (PROPOSED): 2214 SF 10.4% C CHIMNEY (20' Kin:---...... LLI FABER o to Sanitary) RESIDENCE .. EL 50.1 c-,f 8 DRAINAGE 2 A- �E PIPE LAND N/F EL 45.6 OF SPIKE ,ACCESSORY STRUCTURE (LOT SIZE: 20,000- 39,999 SF)I: 150 EASTWOOD DRIVE TYPICAL t -LOCATE IN REAR YARD CUITCHOGUIE, NY JOAN NUGENT PIPE CL 44.0 MAXIMUM HEIGHT: 18' wl SIDE t REAR SETBACK = 10' DRAINAGE N51042'00"E 140.00, TOWN OF SOUTHOLD '0 0 RING B. MAXIMUM HEIGHT: 20' wl SIDE t REAR SETBACK 15' < I C. MAXIMUM HEIGHT: 22' wl SIDE t REAR SETBACK 20' SCTM# 1000-110-03-10 > I SIZE (MAX.): ISO SF ASPHALT DRIVEWAY ARCHITECT: 41 1 DWELLING LOT I I WIPUBLIC WATER 2' CLEAN SAND FREDERICK R. WEBER GRAVEL FILL 150 U.P. 41 EAST MAPLE ROAD L----------------------- FLOOD PLAIN: X GREENLAWN, NY 11140 MON. 52 NOYAC PATH WATER MILL, NY 11914 TYPICAL SECTION DRAINAGE RING Q) TEL 431 154-5555 tweberarchitect9yahoo.com Q) SEAL: STORM WATER POLLUTION PREVENTION ,K ji. CONSTRUCTION PHASING: I- CLEAR CONSTRUCTION AREA OF PROPERTY 2- INSTALL WIRE BACKED SILT FENCE. 3- CONSTRUCT NEW FOUNDATION. 4- INSTALL DRAINAGE STRUCTURES DRAWING SCHEDULE 5- CONSTRUCT NEW RESIDENCE. MON. 6- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. DESCRIPTION INSPECT SILT FENCE WEEKLY SOUTH CROSS ROAD Al SITE PLAN A2 FOUNDATION PLAN SITE AREA: 20.800 SF, LAND DISTURBANCE: 14,000 SF A3 IST FLOOR PLAN REV.: AUG 2e. 2011 FILL REMOVED FOR FOUNDATION, SANITARY ( DRAINAGE = 350 CY Al 2ND, FLOOR PLAN DATE: AUG 22, 2011 REMOVE TOPSOIL OVER PROPOSED HOUSE t GARAGE FOUNDATION, IVO AS ELEVATIONS SCALE: Im - 201-OP SANITARY SYSTEM AND DRAINAGE STRUCTURES, STOCKPILE DURING SITE PLAN CONSTRUCTION IN LOCATION INDICATED, RE-SPREAD ON SITE UPON COMPLETION. A6 ELEVATIONS JOB NO: w201104 III 20'-C" Al SECTIONS DRAWING NO. A8 FINISH SCHEDULE/DETAILS A9 CODE DETAILS 51 STRUCTURE: 2ND FRAMING (IST PLAN) 52 STRUCTURE: ROOF FRAMING (2ND PLAN) El ELECTRICAL: IST E2 ELECTRICAL: 2ND OF A9 FREDEROCK ROBERT WEBER ARICNOTECT <(Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I I I I I I I I I I I I I I I I I I Future PATIO I 40'-6"CO o I I - I I I I New 8" Thnck Foundation Wall I I w/ (2) #5 Bars I I Top8t Bot.. on 18"x10" CoI.nt. I I P. Conc. Ftg. 1'-4" I 8" 6'-b" 4'-$" 6'-$" 8"It lit If I 12'-10" 8'-6" nc) I I ampproo I I Found. Wall �T____---_T, o G Below Gradle ----------- r——————————, r----1------------- ------- --, I I I I 1"i-0 --_ 8 1 3 -4 I 8GFI � B4 � I I----��------L - -I 1 I 1 II I OD I I I I I --------- ---- Beam L - --- -------, I I I I I Pocket I- GFI I I Com Air M "Bilco" Door "C" w/ I I �___ _ (Typ.) " High 1 1 in Box Sill n n 12 Extension 8 -18'=- I 12 -2 I 81-40 Effici 1 8 I q -6 22 -0 -----� I = I Gas I 'wyl r--------- 11p n u O n u O n U .)a P I 1 B I bo �� II 1/8 TJI 5b0, 16 o.c. I I II l/8 TJI 360, Ib O.C. i I II /8 TJI 3 I 1 New 8" Thick I 8n r-t-I—t'* ,1-, -- _IF � I I Al _ _ Foundation Wall I I I I I 11 t8 I " °' ( GasI I � �- � �, \ w/ (2) #5 Bars VLI 8 r-Crl--, r- -I--, Water I I Water Line j \, j \� on p8aAO"t Cont. I I I I I lir I I II I I I 1 I Heater I I (4`-6" Below P. Conc. Ftg. I 1 1 1 1 1 1 1 III BASEMENT I j(6 1 3 I/2" Seel Pipe " 1 i;�j I I I Grade) r_________________� ' ' - _ E`�'�--Column on 3 x30 x15 J _J 4 _8n n n I I I I i L__I__J P. Conc. Foo ng w/ _ _I_ I I I 8' I ib I in 4 P. Conc. Slab w/ ao (3) #5 Bars. oth Ways 1 _____________________ __�- _ o ------� 1 = L--------------- `- b"xb" 10/10 WWF I -r - -I----- ------------------------------- a I r- . ((Tgp.> v Pull I 1 r-- 1 I Remf. (Typ.) I �- Iam T-8" 1. Pressure Treated QSubframe for Bsmt. I II II _ I I O P Windows as Req'd. I I '- ! r i _ _ iT DRAWING TITLE: -------------- ---- ----------- I II l/8 TJI 5b0, 16 o.c. II 1/8 TJI 340, Ib O.C. 1 8 TJ1 360, I6 o.c. I - --------- ---- --1---1- on_duit== I 1 I I I 1 °p I --T- I r I--, I I 1---1-(For Utilities) I I II I I I —7� I I I I I I I I I I FOUNDATION 8n IT_O,r------------ ----J �,_2" 1 F I 13'-0" r I y I 8'-2" I " I 1 h'-6" i �O I I I I _ _ _ r----, �nC�j I I )1/2teel, L = J .�.� I O I NEXCAV. I I (2} II 11 8" LVLI t"4J.`i�'GFi L__ J 3 'AC' 1-1 . 1 I I I UNEXCAVATED I I A r ____ _ Cx16 `� I I ao I I I O I I _"----- ___- __ Pw/ :a- 200 Amp {{ I I I I I I v- I V I I Iq7ol!, (3th Ways Electrical I--- -'--J 4„ P. Conc. Slab w/ I I Al r Dete for Service {{ I I b x6 10/10 WWF! 11to1 - = 0 rn I-. yp I I I I Reinf. (T ) coA I I - -� � -Pull -1 -----------J L--iL._I_ I I I I h I � I r---- -I--- -------------J 1 Pitch Slab to I I Al = I I = Chain 1 -i 1==== __ ___ - _ _ ____-_____� ===I ao �o Overhead Doors I 1 JOB: DO „ lf8” LVLI F.J. II l/ , 16" o.c. I r----- --- -- ----------- ---, - r, I I I P -� I - LJ I I I Pressure Treated I I I I I I 1 FABER I I F- LDO—•—_J I I Subframe for Bsmt. L.__J L__J I I I I RESIDENCE 1 1 - I 3 1/2" Steel Pipe r -°I__ I I Windows as Req'd. I 1 I I OD '- Column n 30"x30"x15" 1 0 I 1 1 3'-II" 2'-8" 3'-II" 4 -8" 8„ 2'-2" 8 1'-�" i I I P. Con:. Footing w/ ,j , I I I 150 EASTWOOD DRIVE (3) #5 Bars, Both Was I I y I J 1 I I '- CUTCHOGUE. NY (Typ•) pp L_ r J00 I I I I I I I 8'-8" 1 8" 1 10'-6" q -6" I I Drop Found. I 1 TOWN OF SOUTHOLD I I Wall for Overhead I I SCTMB 1000-110-03-10 I I r j I I I _— Door-Opening _-_ I 1 Beam = i 1 0 __ 61 j I I `- ----------------- ------ IL----------- ----(�- (------------� ---. (FTock�t M i = r--- I I °o ARCHITECT: r. 4p II 1/8" TJI 5b0. Ib" fi----------------------------------------I--� A CD -------------------------+--, L_______ O I II II I O II I I P. Conc.I,-ApronAbove r, FREDERICK R. WE BER --------u-- -----------_______________� 41 EAST MAPLE ROAD r------------- GREENLAWN. NY 11140 New 8" Thick (2) "Box" Beams aDeck e Support, 8 -2 . ;r 1 1'-0" 52 NOYAC PATHFoundation Wall Interlock w/ Perp. "Box" Beams Ends I Ln w/ (2) 45 Bars I 1 1 I I I :r WATER MILL. NY 11916 L;=- -------r- 1 1 . 22'-0 --------------- Top t Bot. I ��-on 18"x10" Cont. Water i =_______ _______ _____ _______ ___ -___� I � B TEL L31 154-5555 P. Conc. Ftg• Service ' L � - .....- .. - - - J `� I'I r, fweberarchitect9yahoo.com I ^ I 2x8 Deck Ip G 2x8 D ck IQ 1 = Al Dampproof , I I I I1 Found. ' Wall ,_8 q,_4n p I arntary Below Grade 1 i - Line SEAL: ..->�et , 1 _ NOTES: :fP, kcK r n 6- I(I DECK (Above) -i 1 1100 I 1- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER I CO n I I N r C1+ I'I n Note: All Framing Lumber PARALLEL PARTITIONS AND AROUND ALL OPENINGS. " C-4 i i X in Deck Structure to be °x0 I N a'' t E W cv Pressure TreatedI 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. j P. Conc. Piers, • i :r 1' Strap Posts Above s (Typ•) 1- -._...—_ . _ _ --� ---.- -J to P. Conc. Piers 3- ALL WALLS SEPARATING GARAGE FROM HOUSE (3) 2x8 Gir r (Flush)-- (3) 2x8 Girder (Flush) I` (32x8 Gird (F! sh) • TO BE I-HOUR FIRE RATED (5/8" TYPE "X" GYP. BD.) - Spaced Horizontal Bds. from Stepped Stingers •4- ALL STEEL GIRDERS BEARING ON P.CONC. �- Underside of Deck to Grade I I I I I 14" oc FOUNDATION WALL TO HAVE 4"xb"A/2" B.PL. _ ,- " _1;x.�• I 4x4 Post on (UNLESS OTHERWISE NOTED) Conc. Block 5- ALL COLUMNS TO HAVE 6"x10"A/2" B.PL. (2) 2x8 Girder-- - Ftg.. (UNLESS OTHERWISE NOTED) 21`_4" b- GARAGE SLAB TO HAVE b"xC' 10/10 WWF REINF. REV.: AUG 28. 2011 PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. DATE: AUG 22. 2011 l- STEEL SHALL BE ASTM A-34 (EXCEPT PIPE COL WHICH SHALL CONFORM TO SCALE: 1�4" 1'-O' ASTM A53 ROUND PIPE). STEEL WORK SHALL JOB NO: w201104 /C-N\ CONFORM TO THE LATEST RISC SPEC. Al DRAWING NO. FOUNDATION PLAN_ 0� 1`y OF A9 WINDOW SCHEDULE FRED ROCK Unit Model # Area ROBERT R.O. Opng Egress ® WEBER TW210410 3'-0 1/8'x 5'-0 1/8" Yes ® TW2444 2'-6 1/8"x 4'-8 1/8" No QRCHUTEC4 OC TIU20310 2'-2 1/8"x 4`0 1/8" No XC A� © TW2032 T-2 1/8'x V-4 1/8' No O A21 T-0 5/8"x T-0 5/8" No I j O IUA30310 3'-2 1/8"x 4'-0 1/8" No I I O P-N-C 1 i G 'Duo-Corp* 2'-1 1/8"" x 2'-0" No I I CX13 2'-8'x V-0 1/2" No I I I I O CIR20 2'-0 1/8" INo I 19'-0" i 13'-0" I Model Numbers Refer to "Andersen" 400 Series, Clad, (MBR Gable Roof Width) High Performance Low-E4 Glass, PG 50 Upgrade 1 I Simulated Divided Lite I I I Future I Prefab fireplace I Outdoor Shower: f1 n n I PATIO Unit in Framed 13 -b" Pressure Treated D O O S C H D U L u I Enclosure, (Wood 1 4x4 Posts w/ (3) 1 Burning) w/ SS I 2x4 Honz. Framingno ,1 _8= r6t �lue 6,_0" 4, j 5'-2" 3';2" 5'-2" 2'-2" 2'-2" 9'-2" for Nailing of (x6 Unit Model Width il Height Shiplap Cedar Bds. O I I �/V I Front Door, "Simpson'°, -0" n Bellaire, 1598 3'-0"x 6'-8" (Door) Line of Overhang Line of Overhang Wall Bracket ,----------- ---------- O for Roof I I - - Hose 0 r Side Door, "Simpson", �' 7F3i4re�ox 3 U' 3O" _ I Bib 0 ower ``� ``J '1949 2'-G"x b'-8" (Door) Overhang 1 ® O iv W.O. Sink Ii Dt#I�---� LUQ( U, I 1 3 Andersen Frenchwood 6'-O"x 6'-II" __ I IW O Gliding Patio, FWG60611R 'Q Flush Stone Stone Facing i i I Utdit Fro tl enchwood Hearth : (Part Height) I I ao I y Loa I ® GlidingrsPatio,rFWG90411L 6'-O"x 6'-11" � i I I ' TV Above 4,.i i M 12'-g„ In 2, 6" 9 _6- 22'-0" u u I I ourLl tRrt s Q Q I I I � Cl. W) 30 A �bm t s A"I * Verify Operation Abo e1 ;; , " I I " a I n n _ n n: 1 " O Unit Unit 0 6" 181-04 6 2 -2 p 1 9 -9 9' 0 I 31-2# 4 ao 2'" 1]G a ttl 2 M � p I O 18 28" CJL. ao " _ _ GREAT ROOM va 1 '° j KITCHEN lYl1 Ilsland Pa try 18" I O M r al I br- 1 Ref. `�' O Utility °I I M M Closet I/2" a- 3'-0" 3'-0" 5'-I I/2" D I I `r Hooks Bench Handrai y i Step DRAWING TITLE: M ® ® I I " a" O REAR HALL 1 I " -- 2R9 ------- - 1RI 2' o0 12 II i O \ lit laster Drop Beam - -- ``' Fin. Fl. _N Bluest 1 I/ O43 EI�p43'f 4 V12b 21' 9" 4 IST FLOOR Hose " _ " ---- - - - El. +44'-4n u7 E. +44 Bib b - 4 I O 3,_4„ Upper Stag -------------- -- �r. ...... M 28" ► M 30" ._ Contained 1 24' ... ......X. .. .: -' All Walls t Clg.: GAR'AGE Between Wails Newel Upper iv "� 5/8" Type n s _ =----------- ----- r._._. Post Cab(Inet PO E 4 -_--- _ _ (T > 1� ;l, _ B12EEZEW Y GWB topSeal-off Slab ui/C 6'xb" A7 --- -�'� r I yp II i ire of BluestoneGarage Space 10/10: WWI=____edge__-_ ____ _;° O i7 `i �D ; 3O� Up 15R 4 vnne tmgr f------- - ---From-Ftayse--------Reinf a- it O c, M el s 4 I� 5'- 4" 4'-10" ' 6 . ® 8.1" `�' a A `�' °O - Desk AI = BRI �_-_-_- :� - ----- ------- - ------------- ------------ JOB: r- -I r- -i O !Ridge ---'- "--� - " DINING ROOM t(b `i� :Step I 1 I IFABER _6 4n ---------------O ----- 3-6 10'-b" 4'-0" Hose © © - ' ; ; ; RESIDENCE (1.4 Treads 9 ) Exposed Ends Bib 12x4 Frame Wall I I 1 Niches on Treads _ IEdge of P Conc. I 1 I a / 2"-4" 2'-2" I�4- 2'-2" 2'-4" 4' 8" 3'-6" I' 4" 1 I I I ° 150 t Risers1WallI I I CUTCHOGUE. NY DRIV Found. Stem I(Typ•) I I I I I I I SCTT1 1000-I10 03-10 b - ------------ ----- TOWN OF SOUTHOLD 00 1 I I I 6" I 5'-14.1 "/� 4" I i2'-0" 4" = 18'-O" 4" 10'_8„ 6"ff, = I 8' Wide x 8' High I 1 8' Wide x 8' High I - 1 ' 28 I O , �� iv I Overhead Door I I Overhead Door 4- 1 I , M II ARCHITECT: 7 LIVING ROOM i dow Shelf �, - P. Conic. Apron -o" FREDERICK R. WEBER GREENLAWNPNY 111402'-0" 8'-0" 2'-0" 8'-0" 2'-0"- Aw ' T ' 10 I/2" f n ,- " ,- " O 52 NOYAC PATH 3'-0' :: 3 0 5 1 1/2 o EeA b" 1'-O" 1'-8" 10'-6" 9'-6" 22'-0" WATER MILL, NY 119'16 `cv 3 a (Garage Width) TEL 631 154-5'5'5'5 a F— r1 1 A I� A A j �!J i t AI fweberarchitect�yahoo.com " 1 r1 n 0" nI On — —O,2n FL Wall Above 3�-0" 1,_ I' 3" _. 3 11 I SQUARE FOOTAGE: SEAL a IST FLOOR: 1525 SF A^~`- II 6"x6" Pressure Treated o PORCH i `9 2ND FLOOR: 1260 SF II , 1ST FLOOR FLAN Post, Encase in Tapered p j j r Ipe Decking 11 r S ware "Versatex" Enclosure I I TOTAL: 2185 SF �, f (1 to II") Strapto Hdr. I II G Above, Bolt to Found. Pier 1 = ; { Drop. Hdr. (T .) Below (Typ.) FRONT PORCH: 160 SF ------- -Lul -----------t---------- GARAGE: X140 SF BREEZEWAY: --- 89 SF '`�.`�'.•�` _ = M A M v M 21'-4" 8'-8" REV.: AUG 28, 2011 (Porch t BR 2 Gable Roof Width) DATE: AUG 22. 2011 30'-0" Ir SCALE: 1/4" - I'-O" (0 erall Hip Roof Width) JOB NO: w201104 C Al DRAWING NO. & 3 OF A9 WINDOW SCHEDULE FRED ROC K Unit Model # R.O. AreaEgres ROBERT Opng® WEBER TW210410 3'-0 1/8'x 5'-0 1/8' Yes Ba TW2444 2'-6 1/8'x 4'-8 1/8" No QRCHDTECT C �C TW20310 T-2 1/8"x 4'-0 1/8" No Al @D TW2032 T-2 1/8'x 3'-4 1/8' No O A21 T-0 5/8'x T-0 5/8' No Q WA30310 3'-2 1/8'x 4'-0 1/8" No •Pu N Corp" T-1 1/8"" x T-0" No 901-01, O CX13 2'-8'x 3'-0 1/2" No O I CIR20 1 T-0 1/8' 0 1 N o Model Numbers Refer to "Andersen" 400 Serres, Clad, n 22'-0" High Performance Low-E4 Glass, PG 50 Upgrade l_I Simulated Divided Lite 19'-0" (MBR Gable Width) DOOR SCHEDULE � n , n , ,r , . , „ , „ , „ Unit Model # Width I Height 2 -2 3 -0 2-2 2 -2 3 -0 2 -2 2 -2 2 -6 10 -I 3 -0 31-91, 0 (1 Front Door. "Simpson".Bellaire, 1598 3'-0'x C-8' (Door) Q -, of� r--7-1 ® �Roof 0 2 Side Door, "Simpson", 2'-6"x L'-8" (Door) O "An GlidingrgPatio,rFWG60LIIR `�-O"x cir1l, enchwood - - � orn �° ��., , at : Pinched - C�' "Andersen" Frenchwood� 8„ O Niche Ceding !n � /, n � 46 -Ox b'-II"____ 8 2 -O - o Ghdrng Patio, FWG60611L 18rlOu ,� I 4„ " Ln -�'" 4' 12'_2" / 6" in B 5 O M Pitched] Flat Ceiling g 10'-0" —•�� 1Pitched ' A� Ceiling I I �`e�i/ ICeihng ro �Q,� j * Verify Operation 1` Pitched 2'-O" 4'-2" 3' 0" 3'-8" 3'-O" 4'-2" 2'-0" � / / 071 <i J j -i �Cedrng - p v _ it MASTBR EKROOM m y� \ Towels 28" ,/ j ;° <i O Ridge I A , Shelves W.I.C. I �y 1 `� N Dormer v- I \\ '0 �,� ul(-Down j, �� DRAWING TITLE: 28" q Attic Starr I O: � ;r I I ---------- ------------------- --- I `, /� I 8��8" I'.o 14" 9 10�� 2'-0" 6" — -� I I �_ 2ND FLOOR I i Shed :Roof I I p—� 28" ch I Pinched I CL. © © eding r-L-, 301 :� � �- 30" �e7BONUS Rt00M A p I y I CON ECTION 1 I A-1 i I .o I I `� �� // �-z Ride 30 I Ridge (380 sf):3'-L" O . -�— -- --+-----------------=-----------------+-- - ®a Heat d' zn I 1 r O r1 I I M �� ti 2'-4' 3'-1� �� Conn Connection I I `'' A I I I I 1 10 - • ,.•' \ - � � :n to Bonus Room � � � JOB: I I I I Ridge --- -------r--- - - ��_) a -�— a- I I UPPER HAL00 T \�� iv ' \�� 28 n ©n ©" ©" i I FABER `i" - ----J ' ------ ` i INE ` _ 4 0 2 -6 4-0 2 -1 1/2 2'-6 2 -6 2 -1 l/ I I �- RESIDENCE F----------- I I . �, I I I I I �5� M I \ I it 3 '• I I It' b- v- Ct°TCHOGUE NY DRIVE Towels O I I I I oo -o r Dormer I 1 I I SCTM# F1000 110-03-10 I 6n 7 I " I I n n r I I I 18-0 1 1 �r 4 \ 6 :r Flat I Pi chedl E Flat Ceili 10'-0" —� I it e - --- .Ceiling I Ceiling I I�e ling ARCHITECT: -__------- ------------------- 1 0 0 0 :. .............1._ . .......,.......... BED�OOM.,�. .........o ..............,..... ...... . .......... . .. I i I FREDERICK R. WEBER I I 1 = I CL 2 _01, 4'-9" 2' 8" 2,_811 2'-8" 4'-9" 2'-0" 41 EAST MAPLE ROAD 24" GREENLAWN, NY 11140 0 o OI I I I o0 4"T-0" T-0" "2'-0" "2'-0" I'-9" O A 1 I i i �- 2 �;, 52 NOYAC PATH in ;�' 9'-6" 22'-0" WATER MILL, NY 11916 _ 1 B TEL 431 154-5555 I I ��T Roof Projection ' I I ,q-1 fweberarchitectOgahoo.com II I 1 SEAL:=--� II I1 SQUARE FOOTAGE: �. 3'-0" 3'-0" 3'-0" 2ND FLOOR: 1260 sf Porch Roof I I r ----- -------------------- ----------- 2ND FLOOR PLAN r ' ------------ 1/411 = 11-01, -� 6 (BR 2/Cl. Gable Width) REV.: AUG Z8. 2011 30'-0" (Overall Hip Roof Width) DATE: AUG 22. 2011 SCALE: 1/4" - 1'-0" C JOB NO: m201104 A-1 DRAWING NO. b% d OF A9 .......................................................................... Metal Flue w/ Rain Cap / ' - Ir "ED C'ROCG \ 1 ` ROBERT 12 WEBER ` 10 Root // \\ ARCHOTECT d \ Ix8 PVC \\ Rake Bd. All \ Ix6 PVC ------ -� -------------- \ Frieze Bd. r ------- — --- --—— ——————— / \ / / / \ -�, �------------ -------- ------------ \ -I 1x8 PVC I Fascia Bd. I. ... ......................... .......... . I III II II __ I II II II ir I II II II I I I III I I II --------------- I 0 0 o I III . II o II o o \ B - • ______________(AD O -- -\\ IX8 PVC LI III j L__ ==y JLFascia Bd ea F ------ - Half-Round -------------- '-- I __ I Alum. Gutters r � -- -----__ : ________________ ___ _ --------_ - Alum. L"a Ing! a Arched windows I O et Brackets = I IXL PVC I Frieze Bd. 3 i O 0o rn es U Exposure) =- I ________________ __-------___-_-------- - -_ - ------ - -- -- ___-_-_ - -- - - -- - ----- _ _-------------------_-_------------- --------------------- ------------------ - _______===-=1 --------------- I T- T- ------------------------------ ----___--- __________________________________ __ I Future Patio ------------------- -----------------�-- I L I i —=======-5 M00 ------------------------------------ i r �1 I I I I I I I I I I I I i I I I I I L--_—_--J I I I ____—___� I I I I I I I I I I I I I I I I I r� J L� I I I I I I I I I I I I I r- I 12'-10" I I 19',0„ , I I I I IL---------——————� L ------ -----------------� L————————————-----= ————————————————-� L----------------------------------I L LT--------------� 1----------------------�� T--------------------------------TJ r--------------------------------T, , L__� L__� L__� L__ J L__J DRAWING TITLE: ................................................................................................. WEST ELEVATION ELEVATIONS oe 12 10 , --------- -------- \ JOB: ' FABER 1x8 PVC RESIDENCE \ \ Rake Bd. /' � \. \ Ix6 PVC Frieze Bd. \ \\ 150 EASTWOOD DRIP ' - -----------T-------------\ _ CUTCHOGUE, NY - -------------- - -------- -- ____ \ IX8 PVC I \ TOWN OF SOUTHOLD Fascia Bd. .I.I. ARCHITECT: 1_1_ ELU ------------------- FREDERICK R. WEBER [T 141 EAST MAPLE ROAD i I I - GREENLAWN, NY 11140 O O i I O O 52 NOYAC PATH ---- " -Asphlit Roof WATER MILL, NY 119'16 -- -- --UM ---------- - TEL 631 '154-5555 eta a i 1x8 PVC Neberarchitects9ahoo.com Fascia Bd. Half-Round—� - -------- - --- ------- - -T -------------------T - Ixb PVC SEAL: Alum. Gutters 3"� Alum. — -- ------ -------------- -- --- ------ -- --- ---- ,... I ---------_�------ Wood Leaders I. I _ I_ \ ..... :. ..... . .............. ...... . .. Arched i `\I I I I Brackets a erebquar / x C PVCeColumns LL== 1 O LOBJII I I B II II Bluestone:Steps pe ecting I I I and Stoop:. a I t I ' Shingle Flare e s -� IF] AJ (Optional) r-====---------------------------==- ==1-===- -- -- _-_-______------- = -- - 1-=-- ----- --- - i =-i =______________====-7 r h o r ----------------------------- — - ———————————————————----———— ——— ——— ----- - -- -------- - REv.: G 8, I I IH --—————————————— � L_ � � Hiil I Hi � ------- ------- = ------- ------- -- DATE: AUG 22. 201'1 -- ----------- --- I I I I I I IxI Horizontal I I I I I I I I I I I i I I r r '— r I I I I I PVC BoordS I I I I I I I ___ I I I I I SCALE: 1/4 1 0 I I I I I I I I I I I I I I I --- I I I I I I-_4—� L_J L_J L-4 I I I I I I JOB NO: v201104 r J J L I r l i t i i L_._ J L__J DRAWING NO. II II II II EAST :ELEVATION I I I I I I I I I I I I IL_----------------------------------J L------------------- r-------------------J I _ LI JI J I T J L J L T____-_- ___ T r ________________ _______________________________ L__J -_----_-______-_-____________________ L_ L L- ! C -___ ___-------_ J L LJ`T T -J T -JL--J T1/-4 = I`-o" OF A9 : ........................................................................................................... FREDEROCK ROBERT otWEBERfi ARCHOTECT % - ------------- ` - - ----- -----�---- ------------ qX .L.. I I I � I I � I I O O ,4 A I 12 ' - ----- ------ ------- \ L_ Half-Round �. } -' I uj0 Alum. Gutters 31 Alum. Leaders . ......................... .. ............................... . 0 /owoSt� ff DW II II I "Ilpe" Decking tSteps _ '______--------___ ______ __ ___ ---- -- ------ ----------- I I WESTI I I I I I o0 I I I I I I I I I I I 29'-0" I I • r II NORTH tLEVATION • 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 r-' rJ L^ rJ LI I , L� r� DRAWING TITLE: � ' Hood � ....................................... ........................................................................................................................................... ELEVATIONS Metal Flue w/ L1 Rain Cap , y LI -I ILM Kitchen Elevations • Ir , Cooktop Ref./ JOB: Freezer ---� Freezerf:A, . , , As RESIDENCE wind Nailing)I 150 EASTWOOD DRIVE �� I �- --------- --------- CUTCHOGUE. NY i TOWN OF SOUTHOLD 3CTMO 7 I — ----------------------------- — .------------ ---------- — • I NORTH I ARCHITECT: I I J i COT „I IIIIIII IIIIIII FREDERICK = R. :.r WEBER Be E " R 41 EAST MAPLE ROA D GREENLAWN. NY 11140 52 NOYAC PATH WATER MILL, NY 1196 12KITCHEN ELEVATIONS 4 TEL L31154-SSSS fweberarchltect9gahoo.com 77 /2OHalf-Round -------- Alum. GuttersSEAL- ------------------- + 3"� Alum. Leaders ................. .. ................ ...................................................p Wood Shingles CJ ; ; pe" Decking E Steps - ----- -- 4 ( = — pkIIIIIII =_ �T-I ' REV.: AUG 426 .:20I'-1 1 ------------- DATE: AUG 22, 2011O E:SCAL JOB NO: X201104 SOUTH EL �-:VATidN 1/ 4" = 1'-O"I DRAWING NO. LE F -I L---- --I-L---=---1L-----------------------------I I------- I rJ r - L- --- ---1J - i Lr-------------------------- j L ------ L,T r T —f r TLJLL--- ---J - J -_J --J " OF AIO Metal Flue w/ Asphalt Roof Shingles Rain Cap (High Wind Nailing) .:::.Y:.'.. ..::: -304 Felt 5/8" Plywd. i FREDIEROC { Roof Sheathing :? .... .......... .......... .......... .......... ........... .......... .......... .......... .. ::::::::.:::. .......... .......... ........... .......... .......... .......... .......... ........... ..:::: ............... ........... .......... .......... .......... ........... .......... .......... .......... ....... .............. .......... .......... ........... .......... .......... .......... .......... ........... ...... .......... .......... .......... ... I .... ..... I 777 I b" Io5ed Cell Sppra Foa .00' ' 2xl RR, Ib" Insul (R3 ) I A CM C ` � I 2xl C.T I6" s11 112ACC.T 1001 12 2x10 R.R. 10oc A dill 11' ! �eiGng 42XIO C.J.0 ............. ...::: b Close 10 1/3 dI6"oc Tray --- Tra --- --------------- ; ' ' Cell SR Foam- Ceriitr -----------� iv ::: :.:.. (3) l 1/2' LVL! : : :?;:;':Strong k �to Ridge b I q -6 /: 4 IL1b Ib -2 b 1 2 Closed " I Cell Spragg Foam 2x10 C.J., 100c Insulation (RIZ, X 2 Closed ' I New 3 1/2" F.G. Cell S ra Foam BE O!Qm 3 ao ao MAST BEDROOMi i Batts (RI3) p 4 Insulation RI2), New 3 I/2" F.G. Hurricane Straps on All 2x8 R.R. �I j ---- --- - Ib"oc ,LI v- 11 l/8" I-Joists, IC oc i BONUS ROOM m Batts (RI3) Roof Rafters (Typ.) M m 3/4" Plywood Subfloor I -� u I 2x10 C.J., Ibl/a ..::::.: .: p Sound Instil. o `i' C F.G. Batts 14" "I" Joists, I6'oc c M (R2p Typ 3/4' Plywd. Subfl. M (3) 9 I/2" I LVL _ Ibd _ X X'' „ _ X 4X 6/ X I 2" C sed no I l' 0 13 0 6 I ell I ula n 3> Il��/8" LVL New 5/8" Type "X" ® s do p Hdr. Garage GWB onWails i "B x" Sill Doors Ceding of Garage j' DINING RO M GREA'i ROOM i Seal All :Openings n n n Between:Garage t I u u - I Living Space M 6" F.G. Batts II 1/8" I-Joists, 14' ac i i GARAGE i �n I (R2U, Typ. 3/4 Plywood Subfloor I _=J I New 5":Conc. Top of Slab ::. _ --- ---- --------� I Garage:Slab w/ 3'- /2' r-= �`f I b'xb' 10/10 Pitch to WWF Riinf. n n n (3) II 7/8" L L Girder (3) II 7/8" LVL Girder 2' Closed I P. Conc. I Pitch Doors U L ----- eel! Box" Sill J At •p J MOD Add 44 Bars 24" oc, 3 1/TO Stl. Pipe I Both Ways if Significant p Below L•CI T Col. on 30"x30"xl5" I Backfilling Occurs i Grade r BASEMENT Reinf. P.Conc. Ftg. (Typ.) in (Min.) n I l� SECTION �� ' 4" P. Conc. Slab w/ : I SECTIO IN 6"A% 10/10 WWF Reinf. : _ I .. v Z: I/4" i'-O" L____� L____� ---� DRAWING TITLE: Strap Asphalt Roof Shingles SECTIONS Ridge (High Wind Nailing) 30# Felt 5/8" Plywd. 12 Roof Sheathing Ov Isy oof :::: ::'::'Y:::': ;;':;::::: :;:•; :..... :':........ : ;::'::;:' ;:;::;': ::•. .. :::...:... ::::::::.:........... ... .... ............ ..... 10 2x10 RR, b" o 2xl IP n Lo er ` Pr file Raf ers ',f r t H 0 sed "Ev rlay oof Cell rat Foai JOB: Insul. (R3 Pr file FABER o Fr t G ble RESIDENCE ATTIC 150 EASTWOOD DRIVE 0 _ CUTCHOGUE, NY „ .......... .......... .......... ........... .......... ........................... ........... .......... .......... .......... ........... .......... .......... .......... .......... .......... .......... .......... .......... .......... ............ Hurricane Straps * : .;:: 2x10 C.T. Ib:oc All New I Existing Tra y OUTHOLD Roof Rafters (T ) "` Cei, - Ceilrn :;::.::' S 7 :: 9P• ......... .g � i •�„.;,, CTM Ceiling of 2x10 C.J. lVoc (In Hall) ! rr I !�_d ARCHITECT: Bedroom 2 I IJ ! !J ! I ! I :......::': ::: ;:::::;:;: ::': ::'.: ::::::::::: ! I ! I Profile of Front :::: ... .........: '...:...... ':::.:.:... ........... .......:.. .......... '.......... I ! Hip Wall FREDERICK R. WEBER ! I ! P I i 41 EAST MAPLE ROAD ! I I GREENLAWN, NY 11140 A TI -a, i W.LC, BEDROOM 3 I I 52 NOYAC PATH MASTER iEDROOM I I Ice t Water I ! ! CONNECTION I WATER I 11414 Shields I MILL, NY Roof Perimeter .; 18 O' 4' 8 -8 4' I I ..._.. ............... BONiJS RQOI} ...................................... „ ! ! I Fhtch rf? Beam I I TEL 431 154-5555 1x8 PVC : "' II 1/8 I-Joists, 16 oc ;r 2'-0" !b t w/ Galv. Joist 2x10 F.J., 16 oc I I °9 3/4" Plywood Subfloor I Hangers a Span " fweberarchitect ahoo.com Fascia Bd. 10" u n 3/4" Plywd. Subfl. 1/2 Round '� .:: :: ::' Trayy - Alum. Gutter .` Ceilin �- ' ! _J I 9 X X - SEAL-, I I oi �ts I6 oc I 4 s , .-�A ., // X X / 'w oil f l ( Ital): 3 4 PI o Sub oor K T Walls y G R - x In til 6 Ro til ound s yP S X Red Cedar Shingles, - „ :::::: .:::.:..:. .:::::::.:. ..:::.::.. ..::::::.. ..:::::•.. ........... ..:::.:.. ..::.::.. .:.:._.:.. ........... ........... ........... ... ::. ..:::. .,. " �_ -_-._ ! I Profile of Front I/2 Plywd. (b Exposure) � � House Wrap w/Drainage r� r TV !',—Gable Wall I I Kitchen Ixb TtG Bds. ! ! ! 1"'C-Bearing 5/8" Plywd. Sheathing 3 1/2" Roxul - ! ! I I 1on 6 1/2" Sprayy Foam 2x6 Studs, 14' oc -- — - ! ! I I y Insulation (R38) New 5/8" Tube "X" Instil, (for Sound} - _ _ ! ! I I GWB on:Walls t 2" Closed ---- �- i Cell Spra Foam � ! � L -------- - ! ! I I yy Ceding of Garage Insulation (RI2), BA H I BEDROOM I I GREAT ROP !I DINING ROOM i i POWDER All Exterior Walls: v- Seal All :Openrngs� a New 3 1/2" F.G. - I = ! ! " I „ 2xb Studs, I6"oc m ;� Between:Garage t Batts (RI3) .' 6 18'-0" 10-8' 4 O 4 -10 6 - N Living Space i 5/8" Gypsum Bd. ! II 1/8" I-JofS s, G � ! I ! " Ln J Fin. F1. co �/4 Plywood Sulo -� I ! I ! El. +46 6 GARA�,E Stoop (2) 2xb Pressure New 5";Conc. Treated Sill I�/ — Bluestone Garage:Slab w/ Grade ` El. +44'-1 1/2" Top of Slab b"xb" 10/10 Pitch to REV.: AUG 28, 2011 Sill Seal/C er d• I „ " ! ! M Top of Found. EI. +43'-4 1/2" WWF R�rnf. Ovhd. Doors Termite Shield L 2 Closed I (3) 11 1/g 6 F.Ga !BatEs Cell Insulation I LVL Girder (T ) (R2I), Typ. : EI. +45 I I/2' ! DATE: AUG 22, 2011 5/8'(PA4" A.B. yP Reinf. P. Conc. — J 9 "Box" Sill 32"oc w/ Sq. Washer 8// Il'-8" i 18'i-4" : 13'-O" 8'-2" g" Slab, Pin to Walls, -- - -- ------- -- -- ---- Haunch Edges Add #4 Bars 24" oc, SCALE: 1/4' s I'—O' ! ! Both Ways if Significant Below JOB NO: w201104 3 1/2"o Stl. Pipe ! ! : p 8" P. Conc. Found. Wall Backfd6n Occurs bi Grade 8 P. Conc. Found. Wall I Col. on 30"x30"xl5" ! ! w/ (2) #5 Bars, (To w/ (2) #5 Bars, (T I BASEMENT oo P in (Min.) (Top Reinf. P.Conc. Ftg. (Typ.) ! ! t Bot.), DamGrade, ( oof DRAWING NO. t Bot.), Dampproof � ! ! Below Grade, tTyp.) Below Grade, (Typ.) !!! 41' '.P. Conc. Slab w/ 20"x10" Cont. SECTION : ll Il !!! VX, 10/10 WWF Reinf P. Conc. Ftg. 1"t 1'''t 20"AO" Cont. !II w/ 2" Keyway I/4" = I'-O" P. Conc. Ftg. w/ 2" Keyway I L `_, I ! I I L-_ , I ........: 1 J 21'-4" 8'-8" 10'-6" q'-b" 22'-0" OF Al F I N I S H S C H E D U L E SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT. REMARKS FREDEROCK a X v Lo F, v ROB ERT p x W W W U N c m e ? cn s �. �-oe N, 0 t W N EIDER z Z i < z W z "' d m N = m H W s m z O O W W O o W oc r > w ur °- °- W o w z w to z -�� U U z �- Z , w z ur tL d " ? 00 00 �� . , 'aK Q W J O _ _ O a O �' a oc ae O O Q W —1 Q 0 o O 1— r� o- ria U ao v �-- U z v v- �r z Ea a > f- F- cn a U i7 to x F= z m m LIVING ROOM ® 0 ® 9'-0" DINING ROOM ® ® 9'-0" GREAT ROOM ® d ® 9 -0 KITCHEN ® 0 9'_011 OREAR HALL ® ® ® 9'-0" Vert. Bd. 66" Hgt _ J POWDER ROOM ® 101 ® 0 0 01 0 T-O" Horiz. Bd. (42" Hgt) LAUNDRY ® 10 0 0 1 0 91-0" j BEDROOM 1 0 ® 0 0 0 9'-O" BATH 1 0 ® Q 01 1 1 0101 0 01 9'-0" Wainscoting (48" Hgt) 2 I/2" 3/4' 2 I/2" JI GARAGE ® ® 0 a 5/8" Tgpe "X" Gyp. Bd. FRONT PORCH ® ® ® 1 1 1 1 1 10 REAR PATIO MAIN STAIR ® Varies BASEMENT STAIR ® 0 Varies nc) UPPER HALL ® 1 1 1 ® 01 8'-0" o QL MASTER BEDROOM ® 1 1 1 0 10 0 10'-0" MASTER BATH 0 1 01 0 1 0 ® 0 0 ® 8'-0', Wainscoting (48" Hgt) BEAM/ 4" CROWN WIC 0 ® 01 0 10s'-o" -4" CROWN w/ FRIEZE BD � BEDROOM 2 ® ® 0 ® 0 10'-O" Q FULL SIZE FULL SIZE `Z BATH 2 ® ® 0 0 0 0 0 0 8,-0,, Wainscoting (48" Hgt) BEDROOM 3 ® 1 ® ® 0 ® 10'-0" �--' nfl CONNECTION ® ® g _0� _ BONUS ROOM 01 0 Varies MOD Q QC CAP BASEMENT 10 0 0 MOULDING lU U COVE DRAWING TITLE: MCAP CAP OULDING MOULDING MOULDING 3/4" FINISH SCHEDULE MOULDINGS 42" HEIGHT (TYPIC L) FACE OF WALL COVE COVE COVE � _ JOB: Ix6 HORIZ. Ix6 TfG FABER WAINSCOTING SHIPLAP V-GROOVE RESIDENCE 2 1/2" W/ NICKEL VERTICAL STILES t� JOINT BD. (OPTION I I/g" RAILS W/ BEAD) '150 EASTWOOD DRIVE „�� / i CUTCHOGUE. NY BACK TOWN OF SOUTHOLD BAND 5/8° SCTM# 1000-00-03-11 / I/2" GYP. BD. cv ARCHITECT: m FREDERICK R. WEBER co I/4" 41 EAST MAPLE ROAD _ m VENEER GREENLAWN, NY 11140 - - PLYWOOD m _ m 3/4" 52 NOYAC PATH OD ALL ELECT CAL BACK I/8" I/ TO BE INT LLEDRECEPTA LES WATER MILL, NY 119'6 00 BAND HORIZONTALLY IN BASE 11/16" 3 1/4" I/4" MOULDING (UNLESS OTHERWISE TEL 631 154-5555 2 3/4" 3/ 5 I/2" 3 4" 2 3/ NOSE t NOTED) fweberarchitect®yahoo.com WINDOUl _. .r r � �. � WINDOW/DOOR COVE ,aU PANEL '�r__�'�� - MOLDING HEAD CASING— TYP. , `V `'�� R. 4 BhA —TYP. Half Full Size 4' SQUARE EDGE Half Full Size C BASE UNDER " RECEPTACLE COVERSHOWER CURB, ,a Ix8 Ix8 5/4x8 5/4x8 2 3/4" . x 4 12" W. CABINETS, ETC. - •- -' (TYPICA ) BASE BASE BASE BASE M a N Note. Where Window Sills - Occur Directly m SHOE Above Countertops, ODI/2" 1/8" i/8" I/ MOULD REV.: Eliminate Casing and Extend Backsplash to I/4" f4WIDTH AS REQUIRED i/4 DATE: AUG 22. 2011 Underside of Sill - C-4_ SHOE OUL SHOE SHOE SHOE SHOE WINDOW SIl_l_— WINDOW 3/4 CASING SCALE: AS NOTED ELEVATION SILL. MULTIPLE UNITS JOB NO: w201104 3" = 1'-0" Half Full Size Half Full Size 8" BASE (Typical) 4" BASE (Typical) DRAWING NO. FULL SIZE FULL SIZE 3/4" HORIZ. VERTICAL. � O PANELING WAINSCOTING BOARDS BOARDS O Half Full Size Half Full Size Half Full Size Half Full Size OF A9 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE a EACH RAFTER FIRE® R0CK Joint Description Nan Sizes Nan Spacing [ROBERT ICE SHIELD UNDERLAYMENT WEBER REQUIRED - 24" FROM EDGE ROOF FRAMING CD HURRICANE CLIP Rafter to TOP Plate(roe-nailed) 3-8d per rafter TYPICAL. Ceiling Joist to Top Plate(To"alled) 3-8d per joist Q��D•��4 Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap 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 Bloddng to Rafter(roe-palled) 2-8d each end Rim Board to Rafter(End-nal ed) 2-16d each end WALL FRAMING Top Plate to Top Plate(Face-palled) 2-16d ' per foot Top Plates at Intersections(Foos-nailed) 4-16d jolnt gmch side SIMPSON H2 HURRICANEMETAL Stud to Stud(Face-palled) 2-16d 24"o.c. 31 CLIP NAILED. FROM PROVIDE 8d COMMON a ALL JACK POSS STRAP Header to Header(Fags rialled) 16d 16"o.c.along edges RAFTER TO STUD. - NAILS a 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2-16d per 2x6 stud SHEATHING TO LAP TOP 2-16d per 2x8 stud WALL PLATES APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Ban djoKEndjolst or Bbddng(Face-nailed) 2-16d ''2 per foot (� PLATE. TYPICAL (� EXTEND TO TOP OF TOP1 1 U 4 - 8d NAILS TYPICAL FLOOR FRAMING 0 MST31 METAL STRAP 71 a JACK POST � Joist to Sill,Top Plate or Girder(foe-nailed) 4-8d Bridgoe-nalled) 2-8d each end MST21 a STUDS •;° 1� JolatJoist�oe-nal 2-8d w/ 4 - 8d NAILS 948" O.C. :¢ SIMPSON MST21 Bloddng to SIR or Plate(Too-naffed) 3-16d each block EACH END - TYP. 1 1/2" WIDE - 12 GAGE Leer Strip to Beam(Face-nailed) 3-16d each joist METAL STRAP 932" OC. Joist onLedger toBeam(Toe-naffed) 3-8d prjolst no FLOOR JOIST MAXIMUM. Bang Joist to Jo'sst(End-nand 3-1&i per jolt Band Joist to Sill or Top Pkft(foe-na"Ied) 2-16d per foot DOUBLE TOP PLYWOOD SHEATHING ROOF SHEATHING PLATE TO OVER LAP BOX 1. HEADER u 2 x 6 alb" 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 (6) 8d NAILS TOP i panel,12"o.a Interior BOTTOM a 32" O.C. Diagonal Board Sheathing of panel 1"x 6"or 1"x 8" 2-8d per support SECTION E LEVATI O N 1"x 10"orwkler 3-8d per support n n n CEILING SHEATHING u Gypsum WallboardM00 5d r"eco r 10"i9ed SIMPSON MTSA 18-Z W/ d �(b) 8d NAILS TOP t � WALL SHEATHING 8 Ril— BOTTOM a 32" O.C. Structural Panels 8d (see table 3.9) SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ Fiberboard Panels// 6d 3"edgel6"fleld (b) 8d NAILS TOP t "— (6) 8d NAILS TOP t BOTTOM a 32" O.C. FLOOR JOIST BOTTOM a 32" O.C. 25/32" 8d 3"edge/6"Heli NAIL SHEATHING TO SILL PLATE TOP OF FOUNDATION 8d NAILS a 4" O.C. ' Gypsum Wallboard 5d T"edge 11 v Heid DRAWING TITLE: (SHEATHING TO LAP SILL PLATE) Hardboard 8d (see table 3.9) 5 REBA 2 • - - - - f. Diagonal Board She a thl n g(2) 2x b BILL PLATES Partldeboa rdPanels 8d se table . 9j CODE DETAILS S ACO TREATED.TERMITE SHIELD W/ SILL SEAL (TYP.) 5/8 xIb" A.B. a320 . 1Nx6"or1Nx8N 2-8d persu_ _ 1 "i. N _ 1 x 1 or vvkfer " " 0" 3-8d WASHER. / x /16 5 OU DATION DWG. w 2x2 3 per wppoftSEE F N G. (HOT DIPPED GALV. OR ;- H R DESIGN/REINFORCING FO 00 LE S 5 STEEL) FLOOR SHEATHINGTAIN STAINLESS ISOLATE WASHER FROM '•. •. : . : . .... .: ... :. : Structural Panels SILL PL W/ FELT STRIP 1"or less 8d 8"edge i 12"field greater than 1" 10d 6"edge/6"flield JOB: HOLD DOWN + SHEAR CONNECTION CRITICAL PATH Diagonal Boa"Sheathing 1"x 6"or 1"x 8" 2-8d per support FADER 1"x 10"or wider 3-8d per support RESIDENCE Naning requirements are based on wan sheathing nailed 6"on-oenter at the panel edge.If wan sheathing Is nailed 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall 150 EASTWOOD DRIVE be doubled,or alternate connectors,such as shear plates,shall be used to maintain the bad path. CUTCHOGUE. NY 2When wall sheatheng Is continuous over connected members,the tabulated number of nails shag be permitted to TOWN OF SOUTHOLD be reduced to 1 -16d nag per foot. SCTM# 1000-110-03-10 PROVIDE 8d COMMON NAILS a 4" O.C. ARCHITECT: AT ALL HIGH PRESSURE ZONES NOTE: HIGH PRESSURE ZONES ARE ALL AREAS FREDERICK R. WEBER 4'-0" FROM ANY RIDGE, HIP OR GABLE END— 41 EAST MAPLE ROAD GREENLAWN. NY II140 DESIGN CRITERIA: WATER MILL. NY 1191L L ~t ,• GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL L31 154-5555 i I/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" fweberarchrtectayafioo.com 'f " w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY •PROVIDE•8•d•COMMON•NAIL ' s b O.0 BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL. t• '.Afi ,4L'L'.U'CN�h' . l2.tlUN pF ROO EACH END alb" O.C. EACH END ®16" O.C. • .. ...e , TYP AL. WIND SPEED - 120 MPH • 1 1/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES Ridge w/ 5-bCOMMON NAILS TO � F a w/ 5-8d COMMON NAILS IN •, do FDN. Ib" O.C. EACH END alb' O.C. f( , ed y� . . . . . . . �\�a DESIGN CRITERIA: T' a ,; .r�• J� . . Ridge Ridge �� f DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME �l Ridge 'rf L ya ` ` CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. 1 v PRO IDE 8d C MON NAILS nn " O.C. AT ALL HIGH PR SURE ZONES �. �• . . 2'-O" MAX. �-: }� �.,. ,z`,;�� WINDOWS - GLAZED OPENING REV.: 72 011 -0" MAX. DATE: AUG 22, ZOI'I • (y ; ,:... ..x, ;.;� ' 2 - 8d COMMON r= SCALE.- ,4 NAILS TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE SCALE.- NOTED zYSdu�xa z.w• PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM ;R E 1996 AND OF ASTM E 1884 REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: w201104 IV RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS I ymsxax;. ;1�uY OF 1/16" AND A MAXIMUM SPAN OF 8 SHALL BE PERMITTED AS OPENING 11 I I • �7- .' �� PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS. IC OC DRAWING NO. FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN b' AND 8' 1 1 I I .yA:79c:Y'�?dks�t"r:�r ------------ ROOF PLAN II II GARAGE DOORS TO BE RATED FOR 120 MPH WIND LOAD, O 0 COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR OF A9 WINDOW SCHEDULE FREDERUCK Unit Model # R.O. Ap Area ROBERT GR ® TW210410 3'-0 1/8'x 5'-0 1/8" Yes ® TW2444 T-b 1/8'x 4'-8 1/8" No QRCHOTECT 4C © TW20310 T-2 1/8"x 4'-0 1/8" No Al OD TW2032 T-2 1/8"x 3'-4 1/8" No r---------------------------- ---------------, O A21 T-0 5/8"x T-0 5/8" No I 1 I I I I O WA30310 T-2 1/8'x 4'-0 1/8" No I I 1 I O I 1 G "Duo-Corp" P-N-C 2'-1 1/8"" x 2'-0" No I I I I 1 I HO CXI3 2'-8'x 3'-0 1/2" No I I JO CIR20 2'-0 1/8" 0 No I I Model Numbers Refer to "Andersen" 400 Serres, Clad, High Performance Low-E4 Glass, PG 50 Upgrade I 1 I 22,-0" Simulated Divided Lite DOOR SCHEDULE I I I 1 Q I I I I Unit Model t# Width t Height Q 1 t I O Front Door, "Simpson 3,-O'x b'-8" (Door) I I Bellaire, 1598 Ir------------- ------------ I I1 I I °Cj Side Door, "Simpson", u I I (3) 9 1/2 LVL Hdr. (3) 9 1/2 LVL Hdr �� I �- , O 1944 2 2'-L'x b'-$" (Door) L--- — — — — — —1— T ----- 1.16x6 (3) II 1/8 I LVL F.J. 1 "Andersen" FrenchwOoa , I Q Gliding Patio, FWG60611R 1 I "Andersen" Frenchwood „Post I I III I I ® G6dmg Patio, FWG40411L 6 -D x o 1.1 I �jn n 15 U B o - ��\--- Will ; do M00Verify Operation 1 II 1/8" TJI 560, 16" o.c. I 111 1/8" TJI 360, 16" o. do Oi Imo/ cn 'I I 1 I11 0 0 `J � I � 1 tr I.I I I O L---21-1-y�---- - N, III 1 m 1 N —. —.—.—.—.—. 111 I � — I.I m (3) 9 1/2' LVL Hdr. > III x6 — — — —•— —•—•— Post I -1 ---- - ---------- DRAWING TITLE: T (3) 1 12" LVL Hdr. 1114"2X6 N p 2ND FRAMING Post I I I I II 1/8" TJI 560. 16" o.c. ------------------- ------------------- - NN (IST FLOOR) I o a; 1 - / (3) 9 1/2L Hdr. _ . ... ...... ..:....... < 1 ; -` I (2) II 1/ LVL F.J, - 11 1/8" TJI 360, 16" ox. I � � II 1/8" JI c. """"' - ; A Al `� �, 1 rn 1 I _ Rimae f v ------=�► --------------------Ri --------- A ° o I I A r, onrie ting Roof 6 - p I 4x6 I I cti 4x6 " n C O X, m Post t3) II 1/8" LVL F.J. 1 Post ---- ------------- - --------- ----- ----- JOB: 2 8 R., ------ !Ridge 9 I/2" LVL —-- - —.—.—. —.—.—.—.—.—.—.—. .— —.— — —.— r- _w _� r_ i"- _� _ —. ___ FABER --I ---------- • (2) 11 1 VL F.J. (Under Bearing Wall Above) }-=- - --- q (3> 9 I/2' VL :Hdr. L__j lo ' U II 1/8" TJI 560, 16" o.c. i i i i RESIDENCE O , x o c g,. X Cy A ca I I I t _ 150 EASTWOOD DRIVE CUTCHOGUE, NY Jai > II 1/8" TJI 360, 16" o.c. --------- ---------- I I I 1 TOWN OF SOUTHOLD 1'1 I 1 1 1 SCTM# 1000-110-03-10 OD I I I I I I 1 N nIII I I I I I (2) 11 1/8" LVL F.J. •—•—•—•—•—•—•— — — — — — — — - ARCHITECT: —.—.—. (2) II 1/8" LVL Hdr. (2) II 1/8" LVL Hdr. (3) 1 1/2" LVL Hdr. � N FREDERICK R. WEBER II 1/8" TJI 560, 16" ox. I II 1/8" 1 a t 41 EAST MAPLE ROAD � (3) 1 1/2" LVL Hdr. GREENLAWN, NY 11140 52 NOYAC PATH Ln ---- WATER MILL, NY 11916 TEL 631 154-5555 v j t 01(2) 9 .1/2 LVL Hdr HIM 9 f/2 VL Hdr. Iil u Al fweberarchitect9yahoo.com 1I1 u u y1----------4 ---------�1' p u I I _ II _: SEAL: 110 �° 11U III 2ND FLOOR FRAMINGj�5?�;.��t I I O :s -� 11 O 1 ' III I I X — (� I I X � III > ( IST II1zw U II x IIx [K U I I FLOOR PLAN ) I I qp o, II O II C o: oD 1 I 1 70 #t"- L, rx N 1 I 1 x x 11 - °x° x 11— x x a- 1.1 II II I•I a' =,q (3) �; �r (3) 9 1/2" LVL Hdr. (3) 9 1/ LVL Hdr. FRAMING NOTES: 4A 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. 21'-4" 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-O" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. REV.: AUG 28, 2011 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED ® 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. DATE: AUG 22, 2011 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. ADDITIONAL NOTES: 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE: I/4 I -O C PROVIDE "SIMPSON" PHDS-Z HOLD-DOWN FROM STUD WALL/WALL PL. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. JOB NO: w201104 Al TO FOUNDATION WALL 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. PROVIDE I/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND LD s 12" O.C. INTERMEDIATE. DRAWING NO. II, ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 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 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. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. OF 52 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. WINDOW SCHEDULE FREDEROCK Unit Model ## R.O. Area Egres ROBERT ' ' RR ® TW210410 3'-0 1/8"x 5'-0 1/8" Yes © TW244L T-4 1/8'x 4'-8 1/8' No ARCHO ECT C © TW 20310 2'-2 1/8'x 4'-0 1/8" No Al OD T1.1.12032 2'-2 1/8'x F-4 1/8" No J A21 2'-0 5/8"x T-0 5/8" No O WA30310 3'-2 1/8'x 4'-0 1/8" No UG "p°NCC p" T-1 1/8"" x 2'-0' No HO CX13 2'-8'x 3'-0 1/2' No O CIR20 2'-0 1/8' il) No Model Numbers Refer to "Andersen" 400 Series, Clad, High Performance Low-E4 Glass, PG 50 Upgrade Simulated Divided Lite DOOR SCHEDULE � Unit Model 4 Width I Height nc) D OFront Door, "Simpson". 3'-0'x C-8' (Door) Bellaire, 1598 Roof 2 Side Door, "Simpson", 2'_b"x C-8" (Door) r I 1944 I - )II.. >�I - 4 Frenchwood 1 GbdingPatio, FWG404 1IR "AnderPitched° �I Ce-iling sen" FrenchwoodG'-II"to 0"x to II 2x10 R.R., 14" oc 2xIO R.R., 16 �pe. - Glidingaio, " 2x101 C.T., 16" oc I `-' - ��' I BT7 Eli 0 Pitched] Flat Ceiling 10'-0" ]Pitched O i' JAII Al ODCeiling I I �+3°'i;•' ICeilinq (Y x �Q�' IVerify OperationI a,I a J�'i� I4.C14 oc Ove �, 1 s =9 � i I Roof W a v ro I to -- -I/d-- - -Ridge 2x10 R.R., 14" oc ii O vtII i,Q -a I '• tt� - , III g , OX2 X x C,4/ IrII rIII a DRAWING TITLE:Sl- own- > \ NilStarr 5o Create' ---------------------------------- I ,� I \ ' I I •Tray" I - 1 1 ROOF FRAMING I 1 2x10 R.R., 16" oc `yam 1 \+i I - --------- -- 1 ShedRoof r r / 7 _ P1 'ched-'° I r o r 62ND FLOOR) -+, -- r T C .ihng - _. UE _ I x v Roof \�y� (K \e�� O r N o I A Host \yl��i Ride--- - _ Ridge --- -� 11 1/8" AVL--------------- I -- Al �.. p 2x10 .R. 16" oc �''. U II \ --- -- ---.- -- -+ - = + - A C., \ \ o ri I U 'Strongbbck Center Span to Ridge I i �.-. v frlay ( \\ S;( err ��''. r I► \\ r I Al P N \ Bearing Wall \\': Bearing Wall 11 \\ o I ° x I JOB: Ridge --------- --- I I �\'• Q I \d'-- r —' 1 \ FABER cv j i `• i oc i RESIDENCE n l U I kL X 150 EASTWOOD DRIP 1 CUTCHOGUE. NY \ II Support f RatersWal for i (Y TOWN OF SOUTHOLD , 1 ! I \ SCTM# 1000-110-03-10 r Rafters to r? p I _I Extend Beylond \'�`�'' 11 - I Flzt I Pitchedl : I I II D 10'-O" IIPitchpd aeibnICeilin ARCHITECT: .Ceiling Ceiling C4 ---------------------------------- '. .............I.............I................................I................................I............. ........... .. 12x10 RIR., 16" oc I 2x10 R.R,, 16" FREDERICK R. WEBER I I I I > 41 EAST MAPLE ROAD I 2XIO CIT., 16" oc I GREENLAWN. NY 111+40 I QJ n ! SZ NOYAC PATH 2 -° I I I 1 I WATER MILL, NY 11996 I I I I I 3) 1 1/2' VL _ — -----_ `r TEL 631 154-5555 T 1 Roof Projection Al fweberarchitect9gahoo.com II II II - II (3) 1 1/2' LVLI I ROOF A SEALS _ � II II II ( 2ND FLOOR PLAN ) o `r� G� �Z �` �.r II II Ir II II I I Porch Roof II II E � ------------------------------� ---------------------------•------------ RMING NOTES: 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 C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-O" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4' WALL 13-2x8 IN 4" WALL OR AS SHOWN ON DRAWINGS. REV.: AUG 28, 2011 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. DATE: AUG ZZ, ZOI'I ADDITIONAL NOTES: 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. SCALE. 1/4' - I'-O' 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. C PROVIDE "SIMPSON" PHD5-Z HOLD-DOWN FROM STUD WALL/WALL PL. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. JOB NO: w201104 Al TO FOUNDATION WALL 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.5. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. PROVIDE I/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D s 4" O.C. EXTERIOR EDGES AND LD 8 12" O.C. INTERMEDIATE. DRAWING NO. II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 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 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 a 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. OF SZ 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. APPLIANCES : ELECTRICAL NOTES : ELECTRICAL SYMBOLS FREDEROCK OWNER TO PROVIDE THE FOLLOWING APPLIANCES. INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. SYMBOL DESCRIPTION ROBERT I- RANGE: (4) GAS BURNERS, ELECTRIC OVEN BELOW 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. 2- MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE 3- ALL WIRING FOR OVERHEAD GARAGE DOORS TO BE CONCEALED IN CONSTRUCTION. DUPLEX RECEPTACLE W, EBER 3- WALL OVEN: 30" ELECTRIC 4- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK 0w,p, DUP.REC.-WATERPROOF 4- REFRIGERATOR: 36", DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) TO REVIEW AND VERIFY ALL FIXTURE, RECEPTACLE, SWITCH AND EQUIPMENT LOCATIONS. 5- DISH WASHER: ELECTRIC t PLUMBING 5- ELECTRICIAN SHALL PROVIDE, INSTALL AND HARD WIRE ALL SMOKE, HEAT AND CO DETECTORS OGFI DUP.REC.-GROUND FAULT 6- KITCHEN HOOD: AS SHOWN OR REQUIRED BY CODE (MINIMUM). [ ] DUP.REC.-FLOOR A° CHOTECT I- WASHER: FRONT LOAD 6- ELECTRICIAN SHALL INSTALL AND WIRE ALL TELEPHONE JACKS, TV CABLE OUTLETS, AND 8- DRYER: GAS DRYER COMPUTER (CAT 6) WIRING. DUP.REC.-(I)SWITCH OPER. 7- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE TO LEVEL. 8- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. SPECIAL OUTLET 9- OWNER TO CONTRACT SEPARATELY WITH ALARM CONTRACTOR IF DESIRED, 10- OWNER TO CONTRACT SEPARTELY WITH AUDIO/VIDEO CONTRACTOR IF DESIRED. O SURFACE MTD.-CLG. I I ELECTRICAL FIXTURES : OP SURFACE MTD.—CLG. (Porcelain) OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): RECESSED-CLG. I- CHANDELIERS �0 WALL MOUNTED 2- KITCHEN PENDANT C I DUP. FLOOD 3- BATHROOM WALL SCONCES 4- SURFACE MOUNTED WALL AND CEILING FIXTURES O* RECESSED-CLG.- DIRECTIONAL 5- ALL DECORATIVE EXTERIOR FIXTURES — j 6- PATH AND POST LIGHTS D CLOSET LIGHT l— PADDLE FANS SHOWER LIGHT (Wet Location) I u ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: UNDERCAB. FIXTURE j I I- ALL PORCELAIN FIXTURES ® ® DOORBELL/CHIME I I 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"), 4" HOUSING t TRIM (White) 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS 0 EXHAUST FAN 4- UNDERCABINET KITCHEN LIGHTS (LED STRIPS) PADDLE FAN no PADDLE FAN / LIGHT o I j `)W.p.� I F ATTIC FAN I --------- --- --- -------- Hose U I I -G i i _ I- GFI, Blb � SPEAKER X, 71 - ID I A TELEPHONE TV�� i ,� W i O CABLE VISION I rL 0 COMPUTER (Cable t Phone) D 1 0 LIGHT W/ HEAT/FAN/NIGHT LIGHT IIrj 0,171Q THERMOSTAT --- - ----- - I I I n mooFAN/LIGHT a AC AC C°O SMOKE DETECTOR Unit Unit &0 CARBON MONOXIDE DETECTOR SWITCH GFr 3 SWITCH 3-WAY I4 SWITCH 4-WAY I I ' GFI SWITCH W/ DIMMER . �` � � ► I I I 3 `---- - -------- bw DRAWING TITLE: SWITCH WATERPROOF I I JS JAMB SWITCH ELECTRICAL - — Hose FII ___________________ ; K® KEY PAD I ------------------- Bib FLOOR ( . EX EXISTING .. ... ........ I ......•••• — w/Plumbrng Notes ----------------7. T I - old ElIcor I- -------------------------- ----------- •�� L o e I 51t1 c I 3 d TV I I rrhh ---- — — I ----------- ---- -- ----�t`-------� �---- -- ------� JOB: ----- a �_1�_ t ---- _- 4., Hose FABER ,1 '� ► 1 �— - Bib RESIDENCE 150 EASTWOOD DRIP TV �^ I I I I CUTCHOGUE, NY I I I I I ' �� ----- I I I I TOWN OF SOUTHOLD --- Q 11 i i i SCTM# 1000-IIO-03-10 i' I : , •' , I I I I I I i P `•. I I I I I ARCHITECT: Q 41FREDERICK EASTIC APLE ROAD r GREENLAWN. NY 11140 52 NOYAC PATH WATER MILL, NY 11916 TEL 631154-3555 1 1 I `6iW.p. I I f weberarchltect$gahoo.com II I II -------------------- I I SEAL: ----- . I ELECTRICAL II II 11 11 IST FLOOR PLAN Z II OLL II PLUMBING NOTES : I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. REV.: AUG 28, 2011 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. DATE: AUG 22. 2011 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN BASEMENT. 6- PLUMBER TO RUN AND CONNECT GAS PIPING FOR FURNACES, WATER HEATER, RANGE, DRYER, FIREPLACE AND FUTURE GENERATOR. SCALE: Ifo" e 1'-0" JOB NO: w201104 DRAWING NO. OF E2 ELECTRICAL SYMBOLS FREDp ERUCT{ SYMBOL DESCRIPTION ROBERT DUPLEX RECEPTACLE WEBER W.P. DUP.REC.-WATERPROOF OGFI DUP.REC.-GROUND FAULT [�] DUP.REC.-FLOOR Q��4�� DUP.REC.-(I)SWITCH OPER. Cp SPECIAL OUTLET O SURFACE MTD.-CLG. Op SURFACE MTD.-CLG. (Porcelain) - RECESSED-CLG. +0 WALL MOUNTED Ce DUP. FLOOD 0+ RECESSED-CLG.- DIRECTIONAL CLOSET LIGHT sO SHOWER LIGHT (Wet Location) ®� UNDERCAB. FIXTURE u ® DOORBELL/CHIME D EXHAUST FAN PADDLE FAN PADDLE FAN / LIGHT no 0 F ATTIC FAN SPEAKER r p TELEPHONE CABLE VISION 54"1 AFF COMPUTER (Cable E Phone) LIGHT W/ HEAT/FAN/NIGHT LIGHT THERMOSTAT I I i I i I 0 MQQ LL ; � I TV �- FAN/LIGHT I I I r I SMOKE DETECTOR a Qco CARBON MONOXIDE DETECTOR I SWITCH Un- I....... . .. ... SWITCH 3-WAY SWITCH 1-WAY SWITCH W/ DIMMER iW SWITCH WATERPROOF DRAWING TITLE: -------------------- JAMB SWITCH ------------- - ,� I I I I I ELECTRICAL `� I t -----� -- - I I KEY PAD - — I .......! - .... ..-.-,-.�. ..: I ------ -i I I 2ND FLOOR El yI\ ----�-J I i EX EXISTING ------ I I ' -- --- -- O ---- ' Tc l I �� --- -------- • ------ -- --+--------- -- : ----- ----------+-- ------ I 3\ \� I I JOB: I - - -- ----•---- -- -El ) ! F I I FABER RESIDENCE Ob---- ° CO 150 EASTWOOD DRIVE CUTCHOGUE. NY I I I I I \ M TOWN OF SOUTHOLD SCTM* 1000-110-03-10 ARCHITECT: ---------------------------------- -- {......... ..I.............I... ............ ...... ...... .. ...... ............. ....I............. . .. ......... .. FREDERICK R. WEBER 41 EAST MAPLE ROAD I I I I . GREENLAWN. NY 11140 I I I I ! I 52 NOYAC PATH WATER MILL, NY 11914 I 0o I I ! _ TEL L31 154-5555 ______ - T 1 - ` I I fweberarchitectOgahoo.com I I II II II II ELECTRICAL SEAL: G II I I I I 2ND FLOOR PLAN z v �n�. � � S II I ` II -- 7 ' V REV.: AUG 26, 2011 DATE: AUG 22, 2011 .SCALE: 1/4' - 1'-0' JOB NO.- w201104 DRAWING NO. OF E2