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HomeMy WebLinkAbout47381-Z �o��S11FF0i � Town of Southold 4/4/2022 a Gym P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42970 Date: 4/2/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 110 Sound View Rd., Orient SCTM#: 473889 See/Block/Lot: 15.-3-33 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/11/2012 pursuant to which Building Permit No. 47381 dated 1/25/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family 5 bedroom dwelling with non-sleeping finished basement(conditioned storage space, 2 recreation rooms {not to be used for sleeping} and 2 half bathrooms), deck, covered entries,terraces,2 sunrooms, seasonal enclosed porch,mezzanine, second floor balcony, second floor covered porch,roof deck and 3 car garage under as applied for. The certificate is issued to Wisdom Ventures LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0045 1/11/2022 ELECTRICAL CERTIFICATE NO. 47381 3/16/2022 PLUMBERS CERTIFICATION DATED 8/15/2020 Gennar aul DeF 're -9L Aut o 'ze ignature guFFQ1 TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 47381 Date: 1/25/2022 Permission is hereby granted to: Wisdom Ventures LLC 277 Northern Blvd Ste 200 Great Neck, NY 11021 To: Construction of a New Single Family Dwelling replaces BP #43833. At premises located at: 110 Sound View Rd., Orient SCTM # 473889 Sec/Block/Lot# 15.-3-33 Pursuant to application dated 1/25/2022 and approved by the Building Inspector. To expire on 7/27/2023. Fees: PERMIT RENEWAL $1,853.00 Total: $1,853.00 Building Inspector TOWN OF SOUTHOLD �p�pg1�FFQ1 KCOG� f� BUILDING DEPARTMENT TOWN CLERK'S OFFICE N Tit 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#: 43833 Date: 6/6/2019 Permission is hereby granted to: Wisdom Ventures LLC 277 Northern Blvd Ste 200 Great Neck, NY 11021 To: Construction of a New Single Family Dwelling replaces BP #41507. At premises located at: 110 Sound View Rd., Orient SCTM # 473889 Sec/Block/Lot# 15.-3-33 Pursuant to application dated 6/6/2019 and approved by the Building Inspector. To expire on 12/5/2020. Fees: PERMIT RENEWAL $1,828.00 Total: $1,828.00 Building Inspector �4�g�FEO(�cy TOWN OF SOUTHOLD BUILDING DEPARTMENT N z 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#: 41507 Date: 4/7/2017 Permission is hereby granted to: GPMDE Inc 259 Harrison Ave Miller Place, NY 11764 To: Construction of a New Single Family Dwelling replaces BP#39646 At premises located at: 110 Sound View Rd., Orient SCTM # 473889 Sec/Block/Lot# 15.-3-33 Pursuant to application dated 4/7/2017 and approved by the Building Inspector. To expire on 10/7/2018. Fees: PERMIT RENEWAL $1,828.00 Total: $1,828.00 Building Inspector TOWN OF SOUTHOLD SUfFo4c_ BUILDING DEPARTMENT z TOWN CLERK'S OFFICE oy • �� 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#: 39646 Date: 4/6/2015 Permission is hereby granted to: DeFiore, Pasquale 259 Harrison Ave Miller Place, NY 11764 To: Construction of a New Single Family Dwelling replaces BP 37766 At premises located at: 110 Soundview Rd, Orient SCTM # 473889 Sec/Block/Lot# 15.-3-33 Pursuant to application dated 4/6/2015 and approved by the Building Inspector. To expire on 10/5/2016. Fees: PERMIT RENEWAL $1,828.00 Total: $1,828.00 Building Inspector o�sufFnt��oTOWN OF SOUTHOLD BUILDING DEPARTMENT y Me 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#: 37766 Date: 1/18/2013 Permission is hereby granted to: DeFiore, Pasquale 259 Harrison Ave Miller Place, NY 11764 To: Construction of a new single family dwelling as applied for. At premises located at: 110 Soundview Rd, Orient SCTM #473889 Sec/Block/Lot# 15.-3-33 Pursuant to application dated 12/11/2012 and approved by the Building Inspector. -To expire on 7/20/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,656.00 CO -NEW DWELLING $50.00 Total:. $3,706.00 Buildi ectcr Form No,6 TOWN OFSOUTHOLD- 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 I% 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 . 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 $155..00 Date_ /4+.f U Y ) a it-4 New Construction: Old or Pre-existingBu' '' 11 Building: (check one) Location of Property: P_04o , 0lZ.(EA]T Po1„3i r /QgEJ3 yop-V_ House No. Street Hamlet Owner or Owners of Property: PA-sou4t_jE A, N o,JY b€(—i oa_,5- - Suffolk County Tax Map No 1000,Section Block O 3.00 b �qq�� pp Lot 33. oGO Subdivision AxP o�OQ�� DIY 1Ndsc-q -24�rruvJ j o Filed Map. 3444- Lot: Permit No. �� to 2 Date of Permit. �Au,tg, ol 3 Applicant:C� psD "Jk1'�,Ca���b`I-� As a6 r- Health Dept. Approval: SC-J�NS �Q10r11-Oo4S Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: 1/ (check one) b O Fee Submitted: $ Applicant Signature OF SO!/ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinA-town.southold.ny.us Southold,NY 11971-0959 Q�ycoUNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Wisdom Ventures LLC Address: 110 Sound View Rd city:Orient st: NY zip: 11957 Building Permit#: 47381 Section: 15 Block: 3 Lot: 33 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service I X Commerical Outdoor X 1st Floor X Roof X New X Renovation 2nd Floor X Hot Tub Addition Survey X Mezzanine X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 205 Ceiling Fixtures 24 Bath Exhaust Fan 7 Service 3 ph Hot Water Gas GFCI Recpt 30 Wall Fixtures 56 Smoke Detectors Main Panel 200X3 A/C Condenser 4 Single Recpt Recessed Fixtures 205 CO2 Detectors Sub Panel 4 A/C Blower 4 Range Recpt Gas Ceiling Fan 14 Combo Smoke/CO 16 Transformer UC Lights Dryer Recpt G8S Emergency Fixtures Time Clocks Disconnect Switches 145 4'LED Exit Fixtures Pump 11 Other Equipment: Fridge, 2- Gas Ovens, 2- DW's, 3- Microwaves, 2-Mini Fridge, W/D, 3- 200A Panels 42 Circuits /7,6,9 Used, 2- 100A Subs 24 Circuits/ 18,19 Used, 2- 8 Circuit Subs 4,4 Used Notes: " AS BUILT NO VISUAL DEFECTS "Two Story w/ Finished Basement, Mezzanine, Roof Decl Inspector Signature: Date: March 16, 2022 S.Devlin-Cert Electrical Compliance Form __ _.__..,........ _... _...----.._-_....._,.._.__....._.__-__._-__-___-- i 1 Town Hail Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 3 BUILDING DEPARTMENT F TOWN OF SOUTHOLD y A..T.:h:OM N: i -73 a U ,US Date, -- . Building Permit No-. Owner:,W�I S A O aA V' E""rV A-CS L•:n.,. lease print) (Please print) 7 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Ax, Plumbers Si nature Sworn to before me this day of 24A Notary Public, NATALIE A.SWEATLAND i Notary Public,State of New Yovk Reg.No.01 SW6381322,St.Lawrenc .00. Commission Expires October 1,20 ` OF SOpT�°lo OOUNi`I,� 6 -Z--(. p � � TOWN OF SOUTHOLD BUILDING DEPT. ��u�� 765-1802 i I . -SPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [�] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: F,46)14,c617 DATE C` �� INSPECTORS ` q*W)7'x1 "r-ag so y� h� 'o # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECT"(R ) [ ] ELECTRICAL (FINAL) [ ] CODE [ ] CAULKING REMARK C �wv'!P4 ��ry d�r�ms o aril✓ S VA f:71VvLep"- "R/ MAOMAL AV ��✓ res • IVA& G"�� cn DATE INSPECTOR OFSOUTyO : -- * # POWWOF SOUTHOL� B ILDING DEPT. q-1 �yco 765-1802 Cp f twI Piw n r = NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND = [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL N� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY`INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O MARK D 4— � SVt/t/f A eA � fvmbAt.,f;;" L CV4Ybvo�ld �on I Kai0 (2AM6�4� -w4wk DATE INSPECTOR �o�apF SOUTyO� /10 0 S # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 - INSPECTION =t: [ ] FOUNDATION 1ST { ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]- FIREPLACE & CHIMNEY'47 [ .]� FIRE-SAFETY INSPECTION-' . [ ] FIRE RESISTANT CONSTRUCTION -[ "` ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - ELECTRICAL (FINAL) ' [ ] CODE VIOLATION ] PRE C/O REMARKS: Avner r �l w 1T-H —r—o 451L f�cc� AJT 1--o K! W M 0 4:�61VA&L Y l Ct Mal DATE INSPECTOR Of SOUIyO - # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 : - INSPECTIONT Y [ ]' FOUNDATION 1ST [ ] ROUGH PL13G. [ ]° FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ .] FIREPLACE-&-CHIMNEY- - [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ; ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ! (� ✓.� x.11 "- in C! Ills a Lj+l •" .1-o a4 ts- of x- P, I -Pfe c,r bcj Re 4JJ4, ,cAvd in pevw/t < 1 I Joe. war yy01 AV,a dAND c�v��f lir BATE � INSPECTOR . SO//1y�6 9'7384 (l 0 # # TOWN OF SOUTHOLD BUILDING .DEPT. - �yronm � 765-1802 INSPECTION _ [ ], FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION'2ND [ .] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ` [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [. ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/O EMARKS: A,57— o�' 4_I P. U AdQaci b th AjrpulrjA' Cef - �C--f PL c r 0 .!r ace ArIll 04 VA-1 �(p jVanA , r aLA c( DATE Ali- �� INSPECTOR CS I50Ulyo� pW Am ` # # TOWN OVSOUTHOLD BUILDING DEPT. ' �yco 765-1802 INSPECTION [ ] FOUNDATION" 1ST [ ] ROUGH PLBG.' [ ] 'FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING ] FINAL P,jV. " [ ] FIREPLACE & CHIMNEY- ="[ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ' ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION " [ ] PRE C/O REMARKS: a 5y 41 ov4l lob. . v DATE �" l� �a-�. INSPECTOR OF soolyo� Li 7? , y�l V �D I IX, V 7 l' L4_ -- # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm '' 765-1802 ry INSPECTION . = - [ ] FOUNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY f ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL-(FINAL) [ ] CODE VIOLATION I. ] PRE C/O , .REMARKS:- k, EMARKS: - ® G� DATE ? INSPECTOR 4 u��r��. � `A1rI1V11111 � �� '' .. -� ,•" a { _ . -�*�. . , � y_' Y r � �`� ;� - ,� `—. • • • • r _ t 2 J r. a iL +► ��s�se�It.. - i� � .. r . ••.�• a u.�h r. yrv+ ., - •{��$�`� 7 •L �-��. ., -. '.:t" ti Pet lit All - _ a - E�r j� �. /fir r �.�" � :. r� `��� 'nF _-. .,.. � 'IR'� � •:J .yi 7'1�- `. \ "\..� � t yf ♦ yu. .i• ee, � r ri „o A' a .r t Iwo Nommood"�-we At Pill k *• � i w �� �.' � �wR it Y 4 1, _ _ V.1 r r �4 `7 J f � •�f ;�. '4�.-�a,�+l� � . * - „+ �r�;' � �_ , ` .•? j :{ '711 w` ` f • �' XI s' f JL Owl- .,�" Y - yam• ow # - _ 41 •+ - - - �t T �1..� �1;^fir' --. -�� y��i'!.`.w .:�. <y, �'" _ _ •. . Sent fi7o z 4 f se - a. t T� e + �x �A r e � a� `: '� • : • s t! . IN. ' . o '� s � rr TIDERUNNER ENGINEERING & DESIGN, P.C. 7 RIDGEwow ST BAY SHORE, NY 11706 (631)-839-4824 January 8,2013 Plans Examiner Town of Southold D E C E WE R Re: Proposed Residence 110 Soundview Avenue, Orient Point BLDG.DEPT. TOWN OF SOUTHOLD Dear Sir or Madam: This letter is in regards to comments made on these plans 1. The wind speed on the cover sheet has been changed to 120 mph 2. The widows walk elevation calculation is as follows: Avg Found Elev-35.25 Elev of Widows Walk- 70.20 Act Elev=70.20-35.25=34.95 ft<35 Ft also see Sheet A-11. 3. See attached Silverline Cut Sheets for Egress info. 4. Loft area versus space directly below(33%maximum allowed). Loft area-- 147 sf need minimum of 441 SF. The combined area open below is(35.5 x 8.83)+ (10.83 x 7.33)+(11.5 + 5)=450.38 SF. 450.38>441 OK. 5. Section view arrows have been added. 6. To promote better flow on first floor the door between the rear sunroom and family room has been removed. There seven entrances to the first floor,five of which do not go through the front foyer. From a fire safety perspective there is no reason that with number of proposed entrances on the first floor to need to change . the proposed interior flow. If you have questions please feel free to call Sinc ly, Louis Schwartz, P.E. FW: Retaining wall at 110 Soundview Rd Orient Page 1 of 5 From:Richter,Jamie cJamie.Richter@town.southold.ny.us> To:Verity,Mike<Mike.Verity@town.southold.ny.us> Co:Feely,Stephen<Stephen.kiely@town.southold.ny.us>;Doherty,Peler<PeterD@town.southold.ny.us>;Collins,Michael<michael.004lins@town.southold.ny.us>;'iclaxtonl7@aol.com' <1daxton17@aol.00m> Subject:PN:Retaining wall at 110 Soundview Rd Orient Date:Mon,Jan 11,2016 9:53 am Michael I have received this e-mail from Mr.Claxton regarding the property at 110 Soundview Road in Orient. " I From these pictures I can see that the builder did not listen when I said that his proposed fix to the erosion problems would not work. It appears that he has gone ahead and installed what appears to be a planter along the inside ofhis]0'high fencing. UN % D To fix the erosion problems at his retaining wall he will need to excavate the area where this new planter is going. JUN 1 7 2019 I cannot sign off on the erosion&sediment control portion of his Stormwater requirements under Chapter 236 until he corrects this issue. Please let me know how you wish to proceed with this dispute. Y 0IN N GF'Si J T 21 u Thank you. Jamie James A. Rioter James A.Richter.:: Stormwater Manager Office of the Engineer Town of Southold,New York Stormwater Management Control Plan Website: Office: 631-765-1560 Cell: 631-926-9430 CONFIDENTIALITY NOTICE:This communication with its contents may contain confidential and/or legally privileged information-It is solely for the use of the intended recipient(s).Unauthorized interception,review,use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act.If you are not the intended recipient,please contact the sender and destroy all copies of the communication. From:Jeff Claxton imailto:jclwaonl7@aol.com] Sent:Monday,January 11,2016 9:33 AM To:Richter,Jamie Subject:Retaining wall at 110 Soundview Rd Orient H Jamie Thank you for your time last week in regard to this matter. Although Mr Defeiore has been advised that his wall does not meet town requirements, it seems,based on the attached photos that he has chosen to disregard the requirements and install planters. As this wall continues to leak onto my property,perhaps mr Defeiore needs a reminder. Thanks again Jeff Claxton https://mail.aol.com/webmail-std/en-us/PrintMessage 6/17/2019 From: Jeff Claxton<jclaxtonl7@aol.com> To:jclaxton17<jclaxtonl7@aol.com> Subject: Retaining wall at 110 Soundview rd/Orient Date: Mon,Jun 17, 2019 8:57 am Attachments: IMG_0227.JPG(1560K), IMG_0226.JPG(2274K), IMG_0224.JPG (2278K) These photos illustrate the runoff issue at 110 Soundview. The town engineer will not sign off on this construction until the situation is rectified. After four years it has still not been corrected and will prevent a Certificate of Occupancy being issued. Sent from my Wad 3AttachedImages ' � ��"'_ `,, , . ,, 1 t, `' `� IbD"1 Tiderunner Engineering & Design, P.C. 7 Ridgewood St Bay Shore, NY 11706 (631)-839-4824 April 28, 2017 Michael J. Verity Chief Building Inspector Town of Southold Town Hall Annex Building 54375 Route 25 D [EC[ED'y[E PO Box 1179 DD Southold,NY 11971 MAY — 5 2017 Re: DeFiore Residence, BUILDING DEPT. TOWN OF SOUTHOLD 110 Soundview Road, Orient,New York Dear Mr. Verity: My name is Louis Schwartz and I am a licensed Professional Engineer (NYSPE 77006) in the State of new York. At the request of Mr Jerry DeFiore I have visited the subject residence under construction several times during the course of construction to conduct inspections in lieu of inspections conducted by the Town of Southold. These inspections ir_cluded rough framing, insulation strapping and plumbing tests. 'these inspections included both the main structure and the garage. The framing was installed in accordance with the approved plans and the Residential Building Code of New York 2010. The plumbing system had been pressure tested,more specificalfy the drains and vents and were still actually holding wafer days after the test without any sign of leaks. There were some minor issues regarding insulation/fire caulking. These issues mostly invloved missing insulation and incomplete caulking that was eventually completed. The strapping had similar issues with missing items and incomplete nailing. These items were also completed before the drywall was installed. Lastiy,there were several layout chancres to the kitchen and:se-veral'extenor decks that li are currently being added to the plans. If you have any questions please feel free to call Since to call S e ince G- SC Louis 6hivartz, '486h-wartz,P'- m louis es 10 V\ - r - i i A ma IMP, - - fit► 0 • -.L j � rr _. � r � 1—sa _�Jt / �� r EMU Ems -, •n ��� � - 1`r ^ 'iii l• ' ` p I/'t P,AOP � nWAFJ ' OA 1_` I� FIELD-INSPECTION REP'0RT` ' DATE G0MAMNTS FOUNDATION(IST). 'FS, FOUNDATION(ZND) W rr ROUGH FRAMING i'. C PLUMBING INSLZ,ATION-PEA N..Y. STATE ENERGY CODE FINAL. ' ADIJ IdN C��ENT�::• - .. .N�__ va m � ` o' : t y� ow AJC, .. ,.�. • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before appiying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey _ SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees j Flood Permit Examined / 2 �� 20 IZ Single&Separate Storm-Water Assessment Form—Contact: Approved / 20 3 Mail to: Disapproved a/c Phone: Exto_ n._-_ v - DE Building Inspector DEC I- 3 APPLICATION FOR BUILDING PERMIT BLDG.DEPT. 1 Z TOWPI OF SOUTHOLD Date EC>D'�1g62 �� Tl-{ , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. - (Signature of applicant or name, if a corporation) Z S 9 1--1A2.P-IS0J-) JA3(S&J0�__- L_.A cam,,jj(--w 'ye-o 64 -3Q Za (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder QPPtriCW is T1-tE. /C.or.7—1 P-A-c_iez)8U(L-862 Sot'3 opirlc Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer N /A (Name and title of corporate officer) Builders License No. 46 22 C, — 14 (Q-1r.13k,Ap-jo PA-,Nt�s� C-,12_11���T��� Plumbers License No. _L�o wa WQP-IC M•\tSELF ouy 00P. ©w" Ptlslvs- CAEJINat DA,,jLt Electricians License No. 4:!�; r (C—U Et_0=rP_1C) Ri,zw_�Ga3,.,wm,icense No. O 0-6 I PPMV6%S�eaot C—���•�c ) 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 1 S. ©d Block O 3 O Lot O 3 3 O 00 Subdivision 1�lA,p of O���T�y � S�4 Sctuo Filed Map No. '34-4-4- Loth�o rL Lcnb o4..i 0e-r.26-rq ,19 61 2. State existing use and occupancy of premises and intended use and ccupancy of proposed con ruction: a. Existing use and occupancy 00 ">g V A _A&3__r b. Intended use and occupancy o e%-0 PW1AjtE;— S 1�6L.-(-1 FA1J1«.y C De-t-'v� 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost � Z -4 S, bOO�� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 009 Number of dwelling units on each floor - If garage, number of cars S cAp— PL-us sePAkA-M o,3--.Butt-DcA3r- W1-114 ®t,36 � l BAY) 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front N'! p Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 5-0 Rear -5-(;D_ Depth Height -r 5 d- :L- Number of Stories Z S k. c�s 9. Size of lot: Front 3� Rear 1 6Z Depth 10. Date of Purchase ovoa^Q 10,`Zotl Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 'f 13. Will lot be re-graded? YES X/ NO Will excess fill be removed from premises? YES NO V h 2 s(( HAe f✓ts wi Ajea,,c 14. Names of Owner of premises !'R AsW� �_bGr;4SAddress /uliLl-e)e-A-Acc/Al R6'1--Phone No. 6L"9 q 9 Name of kte-i.- Dmvt4rim 4 N'c"PGAddress Ux's :N s� Phone No o3 t- 8 39 4-82-4- Name -ez4Name of Contractor G->eoomR-p P1-QL-D s2s Address 2JS`1l4APUSM Mwu(- Phone No. t,3 t--k,6 6`x-4 9 /UaLv*_PLAcc,0,V. t1-4& 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YE * 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 t/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF,SAr*o(-K) ��vNAR�o PP"c-- b GV:7'LQZ-G- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, - (S)He is the A C-�erQT ] (2© S'()N O� -rkc. Q' u3►.zrYL (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this da of 20 A LESLIE J. BAUER Pea -DO- NuIary �Public,SWte of New York r No.5018144,Suffolk County Signature of Applicant Term Expires Sep.20, 2o12 s . FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: April 21, 2015 TO: Pasquale DeFiore 259 Harrison Avenue Miller Place, NY 11764 Please take notice that your application dated April 20, 2015 To amend permit #39646Z (construction of a single family dwelling) to include additional porches and decks at Location of property: 110 Sound View Avenue, Orient, NY County Tax Map No. 1000 - Section 15 Block 3 Lots 33 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 20,794 square foot lot with two front yards in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states that, on lots measuring between 20,000 and 39,999 square feet in total size the minimum front yard setback is 40 feet. Following the proposed construction, the dwelling will have a front yard setback (from Sound View Avenue) of 30.6 feet. Furthermore, the permit was issued erroneously to include an entry deck that is 33 feet from the second front property line (Ryder Farm Lane). ---------------------- - ------------ Authoriz S gn —�� Cc: File, ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. caLG; &5 t-tow;,l YGAV AT�OJ/Ca.+.:.ca�U..ta¢eeo WJD 1371 ..TOS S.TL Pu.a-�at1'1�'�I O''t' ' ,wroJa.(P�r..aa�DuwTm�Q KTn..<s ea+VAwova"Poe..`L,Jca . ' 6'-' E 4v4„OJ VO.YMEt�;r Cue.LYAteS � •.w a•Cor,a+•..►-4 OF N.eYlorn(ItAl S'..+M'er'e7'I4'.uM'w•i.Y") 29.42'('M1,w QQ�+•.►••T I;r4Y®%'Tneu, .. 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NOTICE OF DISAPPROVAL DATE: April 21, 2015 AMENDED: May 29, 2015 TO: Pasquale DeFiore 259 Harrison Avenue Miller Place,NY 11764 Please take notice that your application dated April 20, 2015 To amend permit#39646Z (construction of a single family dwelling)to include additional porches and decks and an accessory in-ground swimming pool at Location of property: 110 Sound View Avenue, Orient,NY County Tax Map No. 1000 - Section 15 Block 3 Lots 33 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 20,794 square foot lot with two front yards in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000 and 39,999 square feet in total size, the minimum front yard setback is 40 feet. Following the proposed construction, the dwelling will have a front yard setback(from Sound View Avenue) 30.6 feet. Furthermore, the permit was issued erroneously to include an entry deck that is 33 feet from the second front property line(Ryder Farm Lane) Furthermore, the proposed accessory in-ground swimming pool is not permitted pursuant to Article XXIH,Section 280-124,which states that, on lots measuring between 20,000 and 39,999 square feet in total size, the maximum lot coverage is 20%. Following the construction of the accessory swimming pool,total lot coverage will be 23.68 percent. This Notice of Disapproval was amended on May 29,2015 to in a an accessory 'i round s ming pool. �r Sig ture Cc:File,ZBA G' Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: April 21, 2015 AMENDED: May 29, 2015 AMENDED: June 5, 2015 AMENDED: July 7, 2015 TO: Pasquale DeFiore 259 Harrison Avenue Miller Place,NY 11764 Please take notice that your application dated April 20, 2015 To amend permit#39646Z (construction of a single family dwelling)to include additional porches and decks and an accessory in-ground swimming pool at Location of property: 110 Sound View Avenue, Orient,NY County Tax Map No. 1000 - Section 15 Block 3 Lots 33 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 20,794 square foot lot with two front yards in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000 and 39,999 square feet in total size, the minimum front yard setback is 40 feet and minimum rear yard setback is 50 feet. Following the proposed construction, the dwelling will have a front yard setback(from Sound View Avenue) of 34 feet. Furthermore, the permit was issued erroneously to include an entry deck that is 32.6 feet from the second front property line(Ryder Farm Lane)and a deck addition at 37.7 feet from the rear property line. Furthermore, the proposed accessory in-ground swimming pool is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000 and 39,999 square feet in total size, the maximum lot coverage is 20%. Following the construction of the accessory swimming pool, total lot cove H-b t. This Notice of Disapproval was amended on May 29,2015 to * ud an accessory i - roup swimming pool, amended on June 5, 2015 and on July 2, 2015,following su issi n of new survey f ed Sig e _ r Cc:File, ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: April 21, 2015 AMENDED: May 29, 2015 AMENDED: June 5, 2015 TO: Pasquale DeFiore 259 Harrison Avenue Miller Place,NY 11764 Please take notice that your application dated April 20, 2015 To amend permit#39646Z (construction of a single family dwelling) to include additional porches and decks and an accessory in-ground swimming pool at Location of property: 110 Sound View Avenue, Orient, NY County Tax Map No. 1000 -Section 15 Block 3 Lots 33 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 20,794 square foot lot with two front yards in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000 and 39,999 square feet in total size, the minimum front yard-setback is 40 feet.' - Following the proposed construction, the dwelling will have a front yard setback(from Sound View Avenue)of 34)Kfeet. Furthermore, the permit was issued erroneously to include an entry deck that is 32.6 feet from the second front property line ^oder Farm Lane). Furthermore, the proposed accessory in-ground swimming pool is not permitted pursuant to Article XXH-L Section 280-124,which states that, on lots measuring between 20,000 and 39,999 square feet in total size, the maximum lot coverage is 20%. Following the construction of the accessory swimming pool, total lot covera a will be 23. rcent. This Notice of Disapproval was amended on May 29,2015 to in de an acce ory 'a grounds vimmb pool and amended on June 5, 2015 following submission of new su ey. Author' ed Si ,atur r � Cc: File, ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. FORM NO. 3 y RECEIVED TOWN OF SOUTHOLD JUN 0 8 2015 BUILDING DEPARTMENT SOUTHOLD, N.Y. BOARD OF APPEALS NOTICE OF DISAPPROVAL DATE: April 21, 2015 AMENDED: May 29, 2015 AMENDED: June 5, 2015 TO: Pasquale DeFiore 259 Harrison Avenue Miller Place,NY 11764 Please tape notice that your application dated April 20, 2015 To amend permit#39646Z(construction of a single family dwelling)to include additional porches and decks and an accessory in-ground swimming pool at Location of property: 110 Sound View Avenue, Orient,NY County Tax Map No. 1000-Section 15 Block 3 Lots 33 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 20,794 square foot lot with two front yards in the Residential R40 District, is not permitted pursuant to Article XXHI Section 280-124,which states that,on lots measuring between 20,000 and 39,999 square feet in total size the minimum front yard setback is 40 feet. Following the proposed construction the dwelling will have a front yard setback(from Sound View Avenue)of 34. , feet Furthermore the permit was issued erroneously to include an entry deck that is 32.6 feet from the second front property line(Ryder Farm Lane). Furthermore, the proposed accessory in-ground swimming pool is not permitted pursuant to Article XXM Section 280-124 which states that, on lots measuring between 20,000 and 39,999 square feet in total size,the maximum lot coverage is 20%. Following the construction of the accessory swimming pool,total lot coveraLye will be 23. rcent. This Notice of Disapproval was amended on May 29,2015 to inc ode an acce ory 'i ground s ininh pool and amended on June 5, 20X5 following submission of new su ey. i,G St t� jt - , Cc:File,ZBA � �_ r Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. FORM NO. 3 RECEIVED 60 TOWN OF SOUTHOLD JUL 0 2 2015 BUILDING DEPARTMENT SOUTHOLD,N.Y. BOARD OF APPEALS NOTICE OF DISAPPROVAL DATE: April 21, 2015 AMENDED:May 29, 2015 AMENDED: June 5,2015 AMENDED: July 2, 2015 TO: Pasquale DeFiore 259 Harrison Avenue Miller Place,NY 11764 Please take notice that your application dated April 20, 2015 To amend permit#39646Z(construction of a single family dwelling)to include additional porches and decks and an accessory in-ground swimming pool at Location of property: 110 Sound View Avenue, Orient,NY County Tax Map No. 1000 -Section 15 Block 3 Lots 33 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 20,794 square foot lot with two front yards in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states that, on lots measuring between 20,000 and 39,999 square feet in total size, the minimum front yard setback is 40 feet and minimum rear yard setback is 50 feet. Following,the proposed construction the dwelling will have a front yard setback(from Sound View Avenue)of 34 feet. Furthermore the permit was issued erroneously to include an entry deck that is 32.6 feet from the second front property line(Ryder Farm Lane)and a deck addition at 37.7 feet from the rear property line. Furthermore the proposed accessory in-ground swimming pool is not permitted pursuant to Article XXIII Section 280-124, which states that, on lots measuring between 20,000 and 39,999 square feet in total size, the maximum lot coverage is 20%. Following the construction of the accessory swimming pool, total lot coverage will be 23.68 percent. This Notice of Disapproval was amended on May 29, 2015 to include - swimuning pool, amended on June 5,2015 and on July 2, 2015,following subm' ton of n"ew I've tt 3. -- • zed gn ,� ature ' ', Y C; X�1 7 ti � Cc:File,ZBA �� , •a� '� Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. BOARD MEMBERSSouthold Town Hall Leslie Kanes Weisman,Chairperson � ®� ®���® 53095 Main Road-RO.Box 1179 �® �® Southold,NY 11971-0959 Eric Dantes fX17Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning a� 54375 Main Road(at Youngs Avenue) Kenneth Schneider CQum� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS oAd TOWN OF SOUTHOLD Tela(631)765-1809-Fax(631)765-9064 AU 1-3 5 0 0 ®eoth®ld Town Clerk FINDINGS,DELIBERA'T'IONS AND DETERMINATION MEETING OF AUGUST 6,2015 ZBA FILE: 6870 NAME OF APPLICANT:-I?a`squaler honykDel`1p ound re PROPERTY LOCATION: 1�0"SView Avenue(corner Ryder Farm Road), Orient,NY SCTM#1000-15-3-33 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 H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 19, 2015 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. 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. PROPERTY FACTS/DESCRIPTION: Property consists of a two+story frame home and an accessory 24X24 two story garage (under construction) on a non-conforming lot of 20,796 square feet, with two front yards, having 135.00 along Sound View Road, 147.97 feet on the easterly side, 125.00 along Ryder Farm Lane, and 162.00 on southern property line. All shown on a survey dated October 20, 1987, last revised July 15, 2015 prepared by John T.Metzger,LLS. BASIS OF APPLICATION: Request for Variance(s)from Sections 280-124 and the Building Inspectors Notice of Disapproval Amended June 5, 2015, from May 29,2015, and April 21, 2015. Based upon an application for a building permit to_amend-building�permit�#3'9.'6�i62�(coristYucCion`o�-a�sirigIeatusly dWellig)_to=includes additioiy;al_o-r.the3s,`d'eoksF.and anraecessor)�:in=ga:ound_swimMing pooh at; 1) less than the code required front yard setback of 40 feet (Sound View Avenue), 2) less than the code required front yard setback 40 feet (Ryder Farm Road, 3) less than the code required rear yard setback of 50 feet, 4) lot coverage at more than code maximum allowed of 20%, located at, 110 Sound View Avenue(corner Ryder Road)Orient,NY, SCTM#1000-15-3-33. RELIEF REQUESTED: The applicant was issued a building permit to construct a two story single family dwelling and accessory two story garage in 2013. cThe_-permit was-issued in-error because tlre:desks=a. d porche,5 mere na3 i cry luded-inithe-setbacks-and-bee se_the-submitted p1:at severe naf clearly_labeledCApplicant is requesting a fro ,,�yacdxs baDkmf34feeVffrom-Sound--Vie—AvenuZ where the code requires 40 feet, a front yard,--getbackta:32,7 fee from:Ryder Faun Road where the code requires 40 feet,a�rear yard setback=of 3'7_:.7_fe'et where the code requires 50 feet and-lot cptierage:o-f--13:G8T%o where the code allows a maximum of 20% lot coverage. Page 2 of 3—August 6,2015 ZBA#6870—DeFlore SMIN1000-15-3-33 AMENDED APPLICATION: At_r the-hear-ing;tlie-appl,icasked-toAb-ing-the-plan-into-mgre q formity wibh-the-co_de:=Tle:appl5can on .T.uLy_;16;�2.07�5a sibl�itted��p4LLan:ti�at eliminated_�a11-but,,one:variatfce�=--T11e applicant-r-e.duced-the-size,-of the-decks and-porches-in-the rout=yar'd and_x�locate �the�rear_deck_Uo_a=conformin ,se :ack. he-reduction-of-the porches�and�decks rcdr itce'd�thlot*coueiage_to(cr_.eatetc�onforlriing mot c_o�eia_' �Tl� applicant-is,reg1 stir g a front y_a`r s�.back_of 3f:7�fee from-RyderF�arm-Road-for a-4ft:X-9:4-ftYwood-stoo . ADDITIONAL INFORMATION: A.ttlip-heai-,ing-a,,qtiestieh,&,r.osp-reg4rding.-thg-hQight-of-,-the�dwelling,,and,-t-heari perc..entagesofnd.anmer,�on the-accessory g g_raof. The appliea� nt provided=ce-di'fled plans '�de'cc6 form'nl g height and-the=garagesr rof was-conformn�ing t_o ode p tb:e bui.ld'rng=d`epartm6nt. At the Public Hearing many neighbors spoke against the application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 2, 2015 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 6267-b(3)(b)(1). Grant of the variance as amended will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The majority of the improved parcels in the area of this subdivision along the south side of Sound View Road are more modest in size than the dwelling under construction on the subject property. However, many of the homes across the street on Sound front parcels are large in size and the one variance for a front yard setback on the applicant's corner lot is consist with other setback variance relief in the neighborhood. 2. Town Law 6267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant's amended survey removed all but one variance, for a front yard setback,which essentially serves as an elongated landing entry to the dwelling. 3. Town Law 6267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing 8% relief from the code. 4. Town Law 6267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code 5. Town Law 6267-b(3)(WQ. The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the relief as amended is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Horning, and duly carried,to G.ItA1NXg,the variance as amended and shown on the Suivey by-Y,copic,�S.urveyors ah-n�T.:. et�M ager;- S--0ctober 20 1:��.89=Iast revrsed7u�1•y I=S;20.1 S� Page 3 of 3—August 6,2015 ZBA#6870—DeFiore SCTM#1000-15-3-33 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one(1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson), Schneider,Horning,Dante. Absent was Member Goehringer. This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chai erson Approved for filing /2015/2015 *­ ­_N qg �a BOARD MEMBERS S0 Southold Town Hall Leslie Kanes Weisman,Chairperson �0��0 UjyOIO 53095 Main Road- P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. �O� 54375 Main Road(at Youngs Avenue) Nicholas Planamento l ��UNT`1,� Southold,NY 11971�� http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD t��Q�rJ� Tel.(631) 765-1809 -Fax(631)76 l � \�// July 29, 2021 . AUG � 2 2021 John J. Pschenica R.A. Darkroom Architecture Design PLLC BU T DING DEFT, 5 Windsor Road Great Neck,NY 11021 3 TO'V 4 O-F'O1TTRaO�D RE; Request for.Extension=Denial Appeal No. 6870,.Defiore 110.Soundview Road, Orient SCTM No. 1000-15-3-33 Dear Mr. Pschenica; We received your email correspondence, dated July 23, 2021, requesting an extension for the'above referenced variance that expiredpn August 6, 2018. In your letter you explain that the applicant did not finish construction or obtain a Certificate of Occupancy, and that-your client had acquired.the property with knowledge that the property still did not conform to the Town Code, and that the prior owner did not fully comply with the Zoning Board of Appeals decision of Augu8t-6,2015: Pursuant to the Code of the Town(280-146B) any variance granted by the Board-of.Appeals shall become null and void where a.Certificate of Occupancy has not-.been procured within three (3) years . from decision date. The Board mayupon written request,prior to the date of expiration, grant ori�-year extensions, not to exceed three consecutive years. Since the-variance hasexpired with no request for an extension submitted to our-office,prior to that date, you and your client are advised to re-apply for variance relief with a new application and a public. hearing. -- Feel free to contact our office,if you have any`further questions or concerns. ere Leslie Kanes Weisman Chairperson cc: Michael Verity, Chief Building Inspector I Leslie Kanes Weisman Chairperson, Zoning Board of Appeals Town of Southold 54375 Main Road, P.O. Box 1179 Southold, NY 11971 o IS Re: 110 Soundview Rd. Orient, NY11957 Request for extension of ZBA decision#6870 Date: July 23, 2021 RECEIVED RECEIVED JUL 2 7 2021 Chairperson Weisman, JUL I hope that this letter finds you well. My Name is John Pschenica, I am the Architect t fge?ARD OFdAPPEALS by Wisdom Capital LLC, the owner of the property at 110 Soundview Rd, Orient NY,to 2 0 uh���EA�� related permits and obtain the CofO. I have been working with'the Building Inspector to address open items with the permit and submitted plans of the same to the building department for review. I was informed yesterday that the building review is complete, however, before they could move forward I would need to request an extension of the ZBA decision. In consideration of this request, please allow me to explain to the best my understanding of how it came to be that the property has gone.to date without obtaining the CofO. The original applicant, PasgU-91e�NatkLony WOF,0 borrowed money from Wisdom Capital in order to purchase the,property and.finance the construction. Within the years that the property was in Mr. Defiore's possession,-he borrowed'additional.;sums from Wisdom Ca'pital,and continued construction until a point where he was no longer,,1.. osecure loans. Since Mr.DeFiore , :. was not able to,repay,his.debt,Wisdom Capital has since faken possessibnaof the propertynand-the'�D.eed.,Since.,l,;;, r; have been retained by:tl�i new owner we've been working with'14e building.department to remedy the open items on site,and plans were:created to amend the permit to include the deck and;stoop that was granted as part of decision#6870. As a result of this joint effort with the building department,the owners are removing all trellises and gates constructed along the street frontage,as well as removing the plumbing futures and maintaining unfinished/non-habitable storage at the upper level of the garage. The home itself will be maintained as a(5) bedroom structure,and any deficiencies or open items with the building department;have'either been remedied or will be in the next few weeks. The Health Department final sign off is also imminent.:: The owners are now in contract with new buyers and are working to close by the end of the.summer,pending your approval to extend the ZBA hearing, Health Department Final,and Building Final. Please find the attached original ZBA decision and associated survey for your reference. I appreciate your time and consideration in this request, Respectfully, ED Al L. 043339.. 9 DF NEYi.tO. John J. Pschenica RA, NCARB, LEED-AP DARKROOM Architecture Design PLLC 5 Windsor Rd, Great Neck, NY 11021 917-513-5791 I July 2, 2015 Regular Meeting CHAIRPERS N WEISMAN : Of course. We would automatically do that. So I'm going to move to adjourn this aring to the special meeting on July 16th. Is there a second? MEMBER GOEHR GER : Second. CHAIRPERSON WEIS N :All in favor? MEMBER SCHNEIDER :Ay MEMBER GOEHRINGER :Aye. MEMBER DANTES : Aye. CHAIRPERSON WEISMAN : Aye. (See Minutes for Resolution) HEARING#6870—PASQUALE ANTHONY DeFIORE CHAIRPERSON WEISMAN : The next application before the Board is for Pasquale Anthony DeFiore # 6870. This is a request for variances from Article XXIII Section 280-124 and the Building Inspector's amended June 5, 2015 Notice of Disapproval and there is another amended one as of July 2, 2015 based on a building permit to amend permit #39646Z which is construction of a single family dwelling to include additional porches, decks and an accessory in-ground swimming pool at 1) less than the code required front yard setback of 40 feet (Sound View Ave) 2) less than the code required front yard setback of 40 feet (Ryder Farm Rd) 3) lot coverage at more than the code maximum allowed of 20% located at 110 Sound View Ave (corner Ryder Farm Rd) in Orient. There are several variances here. We've had a couple of Notices of Disapproval. Let me see if I could just review for the audience I presume you're all here for this application. Let me take a look at the current Notice of Disapproval and are you saying you can't hear me is that what that means. I will try is that better? Okay. I talk for so many years I can't believe no one can hear me I guess that's part of the problem. Let me see if Board members, Counsel please make sure I manage to get all of these in at the moment. Okay. We are looking at a on a 20,794 square foot lot in the R-40 zone this lot has two front yards. The front yard setback from Sound View Ave. is 34 feet where the code requires a minimum of 40 feet. The entry deck is at 32.6 feet from the second front yard which is on Ryder Farm Lane where the code again requires 40 feet minimum. A proposed lot coverage with the swimming July 2, 2015 Regular Meeting pool is at 23.68% where the code permits a maximum of 20%. There is a rear yard setback of the existing deck of 37.7 feet where the code requires a minimum of 50 feet. Let's see if there's anything else. I believe those are all the variances that are being addressed in this application at this time. Did I miss anything? At one point we've just received a new survey and a new site plan relocating the proposed swimming pool with a ten foot side yard setback rear yard setback which is conforming and it looks and it's now rectangular and it would appear that it is now in a conforming rear yard. The pool is originally proposed was partially in the side yard. Just want to get all these issues out so we can begin addressing them one at a time. I'm going to look at this survey to see what the lot coverage is to see if that changed. This new survey is showing 23.3 you have 23.6? That was the old one. It originally the irregularly shaped swimming pool was 23.6% lot coverage this new survey is showing 23.3% lot coverage. So it's now 23.3% it's reduced. Now in addition to these variances just to let you know I'm a professor of architecture so one of the things I look at when I look at architectural plans are the scale that it's drawn in and I look at obviously all of the bulk schedule requirements height, width setbacks and so on. I pulled because we didn't have anything ledge able in our file I pulled the plans from the Building Department and noted that the height on the structure was drawn in by hand. This is not acceptable. We need to have a stamped licensed professional, a licensed professional who can use a stamp better way to put it. I don't want the stamp on the professional just on the drawings. We need to know exactly what the height of the existing structure is. In addition the Building Department noted that there may be more than 40% width-of the dormers on the practically as built accessory garage. The code only allows 40% width of roof width that has to be determined. There is also where are we here there's a permit for a full bath in the accessory garage from the Health Department by code only a half bath is permitted in an accessory structure. This would suggest the possibility of habitable space which is not permitted so we will likely have to have an interior site inspection of that accessory garage. I just want to get it all out so the applicant can address them in fairness and so anyone in the audience can address them as well. So I need to find out what the use is, what the height is on the house and what the dormer width is on the accessory structure. I want to see are you proposing a drywell. Most swimming pools require a dry well for pool dewatering. Not all depends on the type of pool. We're learning as we go along but there is no dry well noted on this survey. It may be on this though let me take a look. We just got this also. Drainage, that's house, house, house do you see anything I don't see anything on here for the pool. These are drywells for the house I don't see anything for the pool. Okay before we do anything with the audience in all fairness I would like to ask if there is someone here to represent this application and if so would they please come forward and state your name and spell it for us and tell us what you'd like us to know. GENNARO DEFIORE : Yes good afternoon Board. My name is Gennaro middle name Paul last name DeFiore. I am the son of the applicant. I am also the builder of the home. I reside at 259 i July 2, 2015 Regular Meeting Harrison Ave Miller Place New York and this particular property was initially planned to be our new year round home at number 110 Sound View Rd. As to the history of the application the permits were submitted for review in December of 2012. They were approved in January of 2013. Essentially any encroachment as it would be or site coverage other than a swimming pool was displayed on those permits plans. The permits were issued erroneously unbeknownst to me. In January 2013 we commenced construction fortunately in all this time we had not built any of the front yard porches. Some people might misconstrue what were work scaffolds which are all but essentially removed by now as those particular decks or porches they are not part of it.The rear yard decks have been changed somewhat but evidently even in the permitted stage there was encroachment on the rear yard setbacks that I was unaware of. The Notice of Disapproval has had four letters, three revisions. One of those revisions was an interest of mine while we're going for these variances which I was not aware we needed any of into construction of the residence we might as well you know request a lot coverage and it's only a lot coverage variance for a future swimming pool not that I intend to build it but if and when a buyer has a desire to put a swimming pool in better he knows that there is the ability within the three year window that runs with the land if that variance is granted that he can build a pool of a specific size. This particular site has not been over built. Even the additional porches or rear decks when calculated in their totality stay under the 20% site coverage. The only thing and not even in its entirety would be the swimming pool to push us to 23.3%site coverage.That again is nothing that has been excavated for, planned or permitted for or started construction. The only thing as (inaudible) that has occurred that has started construction that is in violation is in fact the rear deck. As recently as last Tuesday two Building Department officials had come to the site, reviewed the site in its totality saw nothing wrong with this rear deck being constructed. The following morning I received a call saying we have a problem an additional problem. I then came down to the Town Building Department that afternoon before I had gone away this past weekend upstate to sit down and address all of these issues and I implored the gentleman please is there anything else on this site plan on this application that needs to be addressed. If this hadn't been found even this morning that you know a denial letter had not included those rear yards setbacks as being in violation again going back to an approved 2013 January permit as well as a renewed 2015 approved building permit. I had no idea of any of these items being in violation. This was going to be our home. This was going to be our year round home. I have had you know a relationship with the Orient Point area longer than most of the people who live in the region are alive. It started in 1957. We went out for summer vacations in cottages on Long Island Sound at the Dietrich road Green Acre Cottages. We went there for the next 13 years, loved it. Always came back admiring it going to the State and Town parks, County parks always wanting to live there. We're looking for something to buy to build. We acquired a piece of property before we actually broke ground we thought of and realized we're going to want to move upstate. Had nothing to do with the neighborhood, the neighbors or any of those ............�.�...m�.�.�m��.�.om..���.®.®...��.�.�. .m�.�......... .........�,. ¢ r July 2, 2015 Regular Meeting conditions at that time. So we went forward with the plans that had been drawn for what is a multi-generational home. There is some evidence that I will address those in the letters of confusion as to what a multi-generational home is as opposed to a multi-family home. This is a multi-generational home. This home was planned to be a nexus for great grandchildren, grandchildren, son, daughter-in-law and applicant great grandparent. This was something where anything of the accessory structure was designed and drawn accurately presented on the December 2012 building permit plans and it has been drawn and built faithfully to those drawings. As per the height issue all of the drawings all of them were made stamped by a licensed civil engineer by Tide Runner Engineering. Why there is something hand drawn or appearing to be hand drawn nothing was done after the fact. Those drawings were part of the building permit document and if there were any requirements or confirmations of actual height the elevations or the information on I think the overall site plan or an additional drainage plan has copious notes showing the elevations of each floor level of the structure in relationship to the overall average site elevation. It is all there. CHAIRPERSON WEISMAN : Let me just point out the drawings that we have are not in scale. It says quarter inch scale. GENNARO DEFIORE : Yes. CHAIRPERSON WEISMAN :They're Xeroxes,they're not in scale. GENNARO DEFIORE : No that I do apologize because those are shrunk. CHAIRPERSON WEISMAN :That's why I pulled the Building Department plans because they're in scale. GENNARO DEFIORE : Right. CHAIRPERSON WEISMAN : And there's no call outs on those elevations. In other words there's no dimensional lines showing exactly what the height is and as the gradient changes on the slope of the property like you just described as the average height from grade to the ridge is not noted on the building department plans. GENNARO DEFIORE : Well on the set of plans there is a page I don't recall which page it is that has all of these mean average existing elevations and the elevations of the floors and the overall height. CHAIRPERSON WEISMAN : Could you tell me what that height is? GENNARO DEFIORE : To the best of my knowledge because I haven't looked at the plans in a long time I believe it's about 70 feet to the uppermost which is the widows watch deck and the t July 2, 2015 Regular Meeting mean average elevation of the property before construction was an excessive 35 feet so it is under the 35 foot height elevation allowance for the structure. That I don't have in front of me but that is factually in the set of plans. Now as far as I'm sorry and again that can be furnished and again if there's something that's missing from that set of plans that was submitted in 2012 it can easily be validated without any modification to any numbers or statements of anticipation or intent and that could be easily addressed by the civil engineer who I have been in fact in touch with on a number of occasions due to a number of issues that this, has this project has been pelted with in code violation complaints and things of that nature. So this is something very familiar to the engineer. We've talked about it in recent days because of other matters and there is nothing outstanding with the code enforcement individuals that has any sustained complaints or anything of a merited complaint that has not been addressed. CHAIRPERSON WEISMAN : We would need to have at the very least a letter from the engineer who serves as a P.E. and has a license indicating what the height of the dwelling is and indicating what the width of the dormers are relative to the roof width. GENNARO DEFIORE : I'm confused by this cause this is the first I'm ever hearing of it. CHAIRPERSON WEISMAN : An accessory structure in the code for accessory structures dormers are not permitted to be more than 40%wide relative to the width they can't take up more than 40% of the roof of the width of the roof. You have a dormer on each elevation a window okay and that was because they provide full height clearance and the intent was to ensure that that highest elevation would not be habitable space okay so I'm just explaining what the code says and why it was written that way alright. You said this is multi-generational and can I ask you how you intended to use that you have a three car attached garage. You built an accessory structure with another garage under it. GENNARO DEFIORE : Correct. CHAIRPERSON WEISMAN :And you have a permit for a bathroom. There's no permit but there's an application Department of Health and the Building Department. 6"EiC1JrA�R6JFf�[+7R'E I'm interested to see where in the Department of Health they have ascertained that there was an application for a full bathroom. There is and was approved an additional sanitary line you know to the structure. It was inspected and approved. Tl e:re, p_s w �i:nten o:n�reiibh,er eve o put a fu'li`b'athroom.clhe:re_vurtswaln�intentRionrto-do a ro,ug•h-i.n-on.ly fora--. cha:l.f:baihr_oom_onLt.he-lowe.r level tthe*gara.ge 9evel which�was going toibe mtiy rnt It hop=Nothing ons t}he�u;ppe:r!e-vel�is-�a�nficipated�to be finished made�iabita'ble�or�a•ny�p�'umbing;Iie•ati,ng_any�� ' , ac�firt��es'. Itts�not-�t=e�intention--it wasn'tydrawn=th�at-vuay-and�it-�was-not��ite=nd-ed�tha�t..�u;ay-so,l� ,la,pprecFa;teyy.ou- ingmg�fhis=to my attention. I know the people in the Health Department very July 2, 2015 Regular Meeting well. I'm going to ask them to set up a meeting with me to review the history of that application all of the information and where interestingly enough they would of interpreted there was a desire for a full bathroom.There never was. CHAIRPERSON WEISMAN : Somehow in the Building Department's file. That information is in the Building Department's file when I pulled it that's what I saw. GENNARO DEFIORE : Well again this is the first time hearing of it. The Building Department had it I wish they would of made me aware of it. CHAIRPERSON WEISMAN : Yea and you need a permit if you're going to put in a line for even a half bath which is permitted by code you're still going to need a permit for that. GENNARO DEFIORE : Well again we have CHAIRPERSON WEISMAN :To tie it in to a septic system or GENNARO DEFIORE : We have that on the site plan we have that I believe in the drawings. But again I'll gladly sit down this is the first that I'm hearing that the Building Department has an issue with this. CHAIRPERSON WEISMAN : I don't even see well you know the plan that I've got for the garage they're just really almost illegible. I'll show you and then maybe you can clarify it for me. GENNARO DEFIORE : Sure you want me to come up there to get it. CHAIRPERSON WEISMAN : Let me just grab it and make sure I've got the right thing I don't want to waste your time. This is the framing diagram this is where did I see that on here that's foundation this is the garage floor plan showing a stair something that I can't even read. Is this a wall this is a wall this must be are you going to use part of it for a workshop part for car storage? GEIV_��RO�DEF9aOR'E_:The:�who.le�hing.�was=real'y og in�o�be.�fo.r.a_st.o.r.;age�af rr�ytiho��tru.ck�as+>� wellfas-it being you::,k -w:focth- w rkshop;materia!'s�tool�ss-and s—=for-thWthe_wholeysp-ac_e–�The twho);e--downstaj.rs--corract. The::utpper-,leve I1wo:dd..be:sm;pr st_or-ag:e. Can I see what you have there as far as in addition to that there's a page I'm assuming there is a plumber riser diagram on the page. Can I take a look at that and point something out to you? Can I come up? CHAIRPERSON WEISMAN :Yea sure. Please do. ?CENNA'g, DQE IQ'RL4: Here is everything that (inaudible) the house. Here a you s=ee o kshop a.c� -cess�o_ry�stru.c ru e it=shows a�toilet and sink–on—the�louu f'and`fElis aba essays attigw, rgp.WT—age. Tha4�t's-been--0.n'�th-plans s'irree�Ciecember�oF`2012`s that'o i'ly showsLa-half=bath. July 2, 2015 Regular Meeting CHAIRPERSON WEISMAN : They didn't see the Building Department obviously missed this because there's no permit for it and they should of given you a permit for it because a half a bath is permitted per code. GENNARO DEFIORE : Sure obviously. CHAIRPERSON WEISMAN : And there are a number of other things apparently along the way you know should have been cited and were not. GENNARO DEFIORE :Absolutely. CHAIRPERSON WEISMAN : So now's the time to get this all cleared up. GENNARO DEFIORE : I think it's a good time and again I have total confidence in all the gentlemen and ladies in the Building Department and I don't think this was anything more than a human error oversight on their part. Whether it was on the initial plans, the renewal it was only brought to my attention when I called the Building Department in April to say you know we're getting to a point where we're going to be starting to do our front porches would it be difficult to replicate those porches which have been approved on the north eastern side of the front yard to match them and at that point at that very conversation and at that instant I was told Gerry there's a problem with that and I said what is the problem. You know it was over you know it was not seen. We didn't realize it but you're going to need a variance on these. Now that's two years and three months two years of an initial permit and three months of the additional renewal permit that I had no knowledge that there was any variances required on anything that I had built or was going to build zero. So and I'm not using that as an excuse it's an explanation so when you talk about this 40% dormer situation on the upper level this is totally news to me. I had been made aware of what accessory structures could be and they're in a pyramidic nature, ten feet off the property line they allow a maximum 18 foot ridge height, fifteen feet off the property line they permit a 20 foot ridge height. CHAIRPERSON WEISMAN : It depends on the size of the property. It is kind of a pyramid you're absolutely right but it depends on the size of the property a maximum square footage is keyed in not only setback and height but square footage of the structure up to a maximum of 750 square feet depending on the size of the lot. GENNARO DEFIORE : This is the first time hearing that. CHAIRPERSON WEISMAN : Well and that code was changed a few years back because what was happening was that people were building these huge pool cabanas. Some bigger than my house I mean because they were allowed to. There was no limit there was a setback yes but there was no limit particularly on the height or the square footage. July 2, 2015 Regular Meeting GENNARO DEFIORE : And the footprint on this for this accessory structure 24 by 24 is about by the math off the top of my head about a 580 square feet. CHAIRPERSON WEISMAN :Yea no it's okay size wise. GENNARO DEFIORE : So anything about this 40% above is I'm hearing this for the first time. CHAIRPERSON WEISMAN : Okay well I can refer you to the section of the code that describes the relationship between it's in the bulk schedule the size of the property relative to the permitted size of the structure,the height the setback and A.T.A. KIELY : 280-15C CHAIRPERSON WEISMAN : 280-15C is the section. GENNARO DEFIORE : Well again if I had been addressed of this when the plans were presented or I even brought preliminary plans of this desirous home in April of 2012 and I gave them a complete set of preliminaries at April or in December or in January of 2013 or this year at no knowledge of a 40% restriction on the dormered area would of certainly conformed to it. It would have been of no consequence to me. Now these have been built now the other problems that exist in what would be described as self-created issues I do not accept that. What has happened here is an inability to have addressed and chosen to either modify certain aspects of the structure so these porches could have been in total conformity from day one or chosen to roll the dice so to speak before I even got a permit to see if these things would be granted and at that point we don't have physical concrete structures in place that have been in place for over two years. We have been and again it's no disrespect to these Town of Southold I have great respect for every aspect of the Town of Southold. I've been knowledgeable and aware of these people for many years. I don't feel there's any purposeful deception but I even when we had gotten to the point of having to have denials to find out we needed permits they've been piece by piece by piece. There has been full site inspections and you brought that up. This structure has been walked through by no less than two code officials and no less than one senior Building Department inspector over these two years. There has never been a denial or a purposeful evasion or desire to refuse any inspection. We have had interestingly enough code violation complaints that have no foundation and we've addressed those also. So as far as it goes if these any of them or all of them should have been all of them issued directed to me in a April 2012 preliminary drawing or the submission of a December 2012 set of full plans anything missing anything not properly labeled anything that didn't conform to any specific you know chapter and verse of code I would of addressed them and we would of obviously had to address them because we wouldn't of had a building permit. We wouldn't of been able to go forward with a building permit because we would have had to come before this Board before any ®�.® ®.d.®. ...m. July 2, 2015 Regular Meeting ,ground was broken any money was spent and any literally tears shed. Now we're at a point where we're not asking for any additional relief other than what had been granted by permit even if it's erroneously. The only thing that's over and at the top is the swimming pool which I have myself personally no intention of building. This is just as a secured safety net for whomever buys it if they want to put in a swimming pool they'll find out yes you can cause this has been approved and there's three years running or you can't right now you can try and reapply because it's been applied for and denied. I'm taking that extra step. CHAIRPERSON WEISMAN : Okay let me ask you this. Are you aware on the landward side of Sound View Rd. cause seaward side is a different situation with regard to locations these are now on a you're proposing a conforming location are you aware of other lots along Sound View or Ryder Farm Lane that have excessive lot coverage that has been granted variances for that? GENNARO DEFIORE : I am aware of and I've done some research and fortunately some of the good people in the Zoning Board of Appeals this morning have assisted me and I only requested that when finding coming away from vacation and going out to them bringing the balance of our cards for this hearing and interestingly enough to let you know I go over what's required. There was a radius notification requirement that was for 5 residences. I submitted to all those 5 and I submitted to 2 others that I wasn't required to because they're by points and over the years I've gone to many, many, many Zoning Board of Appeals hearing and represented myself and I covered myself with residences that were merely a point or across the street but not entirely across the street. I received one of those additional notifications back in the mail. I have the other one because evidently the Town of Southold post office crossed out the zip code that I put in and put in an incorrect post office and that letter became undeliverable. It is a mood point because it is not one of the five you required. As far as the history of what is approved and not approved allowed and not allowed there is a history of virtually every aspect of what we're requesting now as innocence of what people have or had that never got a permit fully knowingly built something or tore something down and rebuilt it again and then then had to go before Zoning Board of Appeals. One of them at least one of them interestingly is an adjacent neighbor to one of the letters that was in opposition to this request. So I know of at least six maybe seven by my mind's eye and it's a pretty good educated eye. In peripheral passing not going off a public property that there are either sheds that are in violation of setbacks, rear decks that are in violations of setback possible second story accessory structures that exceed the 40%you're talking about that probably exceed the minimal side yard. CHAIRPERSON WEISMAN : Well what I would like you to address is what's on your subject property that's before the Board which is excessive lot coverage with the swimming pool proposal. Do you know of other variances for lot coverage that have been legally granted by this Board for lot coverage that exceeds 20% in this neighborhood. July 2, 2015 Regular Meeting GENNARO DEFIORE : I had only requested a purview of all of block three of this subdivision. That block three encompasses the seaward side of Sound View Rd. the landward side of Sound View Rd. and then north side of North Sea. There were no less than four variances submitted after the fact without permits exceeding the relief I'm asking for. Any rear yard, front yard and any CHAIRPERSON WEISMAN : No, I'm not talking about setbacks. GENNARO DEFIORE : But again I'm addressing in totality. I obviously at this point being queried by the Board one day after getting the letters and seeing what I had to react to of adverse comments on this application I didn't go that far because I didn't think it was fair to the people at the ZBA to have to turn over everything you know in this eleventh hour today. I received those letters because I went away for five days I got them yesterday afternoon so I ask for a peripheral review. I am quite sure going forward there will be a multiplicity over the years of variances granted for overall sight coverage because the other towns and the four towns that I built in there have been many. I am quite sure especially CHAIRPERSON WEISMAN : I'm not asking about other towns. GENNARO DEFIORE : Yea this town of Southold. I'm quite sure there are. I don't have them in front of me but I'm quite sure they especially CHAIRPERSON WEISMAN : Wait a minute. The Zoning Board is when an application comes before the Zoning Board we do our best to be helpful but it does not our obligation to make the case or break the case for an applicant. It is the applicant's responsibility to present to the Board compelling evidence that characterizes a neighborhood. The neighborhood has a number of properties that have excessive lot coverage in a similarly sized piece of property then that is a characteristic of the neighborhood. If there are no variances granted for excessive lot coverage in a particular neighborhood then that's not characteristic of the neighborhood so what I'm only trying to establish here we understand what happened. You were very articulate in explaining the history of permitting process and this sort of fragmented way in which these variances were disclosed. Having said that I want to now address the other thing that you are proposing which is the lot coverage issue and all I'm asking is is excessive lot coverage to your knowledge you know our office has been very helpful to applicants but the bottom line is we should not be doing the homework for an applicant. We should not be going through all of the priors in a neighborhood and handing them to applicants. It's really incumbent on the applicant to either hire an agent who knows how to do that or to do it themselves. We can tell you how we'd be happy to say here's where it is on laser fiche and here's where you can go and find it. GENNARO DEFIORE : I'll gladly do it. July 2, 2015 Regular Meeting CHAIRPERSON WEISMAN : I want this lot coverage issue addressed so that this Board can appraise whether that's characteristic of this neighborhood. GENNARO DEFIORE : Now one thing I would request on that basis and on that basis alone is that part of the variance request be stayed because without that swimming pool over percentage lot coverage we're in conformity on all our decks, our accessory structure our main structure. CHAIRPERSON WEISMAN : No, no, no, no, not in conformity. You mean the lot coverage yes. Without the swimming pool you conform to lot coverage absolutely right. GENNARO DEFIORE : We had actually a slight surplus that could be applied to the swimming pool. So again if it's something where we need to establish and develop a history of relief of overall site coverage specifically for that and that alone which only in this case would put the swimming pool portion of variance request stayed. Everything else is in and under the overall. site coverage aspect. As far as CHAIRPERSON WEISMAN : Well you can't if I understand what state means it means set aside for the moment. GENNARO DEFIORE : Correct. CHAIRPERSON WEISMAN : We can't do that. We either have to grant it or deny it or you can withdraw it.Those are the three options. GENNARO`DEFI�OR-E VC/F in-this case-then=very'si.mp_ly�wevl'Ia��'hd:raw�th=�gl�est�foroverssit,e-� co_v_er_ag.e-.be,ca.use of.the-sw.im,mi'ng�poo 4ltsnotacrit eal'to+, e�ht-'s-not c�it�ica,l Co rye inyfin°ishin the ho_G p, other aspects of it are critical because we would have had remedied if we had known these in April of 2012, December of 2012 or January of 2013 that's a long time ago. We could of very easily kept this entire project in program on track without variances or I would of chosen to apply that. CHAIRPERSON WEISMAN : Okay what we will need then is a survey without the swimming pool and showing the lot coverage. GENNARO DEFIORE :That can be done. CHAIRPERSON WEISMAN : Alright now at this point I'm going to see who wants to say what in the audience if that's okay with you. What I would like you to try to do is to recognize just one thing. You may make whatever comments you wish but this Board is not an architectural review board. Property owners have the right to build whatever way they wish when it comes to how something looks okay that is everyone's right you know what I think is beautiful you think is July 2, 2015 Regular Meeting ugly. Those kinds of comments are not what is before the Zoning Board alright. We cannot affect what a property owner wants to build other than the Bulk Schedule you know if its setbacks and height and so on and so forth and so I would keep your comments directed toward the variances that are in front of us. Why don't you come forward and state your name and spell it please for the record. It's being recorded so that all these comments are available in the future. LOUISE FAGAN : Yes I'm Louise Fagan. This has nothing to do with but I know for a fact that the foundation for this house was broken in 2012. 1 know it I live there. I also have watched it week after week and so I don't know for how long possibly a year maybe less it was just standing with a wooden frame raw wood in the rain in the snow and you saw that wood turn black with mildew now is can you still live in a house with all that mildew in that wood that's my question and my comment thank you. CHAIRPERSON WEISMAN : Well I will give you an answer. That is something that the Zoning Board has no jurisdiction although the Building Department might cause it's gonna have to meet certain codes standards and health standards and so on. LOUISE FAGAN : Have they tested it for mildew? CHAIRPERSON WEISMAN : I have no idea. LOUISE FAGAN : Because the wood was black. It looked and it sat there forever and ever and ever. CHAIRPERSON WEISMAN : Honestly ma'am I really have no way of LOUISE FAGAN : I know I live there I saw it week after week we commented about*it all the time. He broke ground on that in 2012. CHAIRPERSON WEISMAN : Okay thank you. Anything else? GENNARO DEFIORE : Can I comment on that? CHAIRPERSON WEISMAN : Yea sure you may. GENNARO DEFIORE : First of all nothing was done in 2012. The permit was issued in 2013. When it was issued they hadn't even had the opportunity to type it all up but they told me the chief building inspector you can go ahead and do your clearing so we had nothing in 2012. We owned the property in 2012 we did nothing with it in 2012. As far as two pieces of foundation broken I'd like to know where they are because I don't see anything and that's my house. July 2, 2015 Regular Meeting CHAIRPERSON WEISMAN : No, no I think what she was referring to is that you broke ground to put in a foundation. GENNARO DEFIORE : I don't know I got the gathering that it was that there's at least two places that the foundation is broken. CHAIRPERSON WEISMAN : I think you meant that the ground was the foundation was put in you broke ground to put in the foundation. You know what that's really not relevant in terms of what's before us if a stop work order had to be issued along the way somewhere the Building Department should of done that. That is not in any way relevant to what's before the Board. So let's be fair about it and really keep to what the issues are. I think I've made them very clear and took a lot of time to go through the Notice of Disapproval to hear the applicant's response to it now is there someone who wants to address the two front yard or rear yard setback variances. We know that the lot coverage is about to be withdrawn alright. Please come to the mic and state your name and spell it for us. BRIAN RETUS : Thank you. Brian Retus my address is 235 Sound View Rd. Orient New York. My home is on the seaward side and it's approximately 175 from Mr. DeFiore's property. I'd like to thank you for allowing me to speak today. I've been there's been a lot of controversy in the neighborhood about this project. I've been on the neutral side. I've gotten to know Jerry a little bit in the beginning and I have a lot of respect for him as far as certain aspects of his career. He's an excellent carpenter. Nobody can probably swing a hammer better than him and he's very, very astute was very impressed by the fact he knew so much about the Town and how he can utilize each inch of the property he told me that himself. I don't think it's any coincidence that if you look at the setbacks on the original design that they're exactly 40 feet from the road. Mr. DeFiore seems to be contradicting himself by saying he wasn't aware of this he wasn't aware of that but then he's been a professional building for 40 years so I don't think that should be an excuse at this point from a professional standpoint. Again I said I was a neutral participant in the neighborhood but now the project has gone too far. I think the Board I know you do Leslie I think you have a feel for our community. It's a small community I don't think there is any property and this is my opinion that exceeds the lot coverage now I know he pulled the pool but he's right at the border line. I think he's pushing the envelope as far as what is in that home and I like to say that after studying this I must say that the setbacks given by the Town by the Town code are quite generous and by that I mean by virtue of the add that the real estate is run for this home keep in mind that this is on a .46 lot. This home will have five bedrooms two of which will be masters, five bathrooms. It's advertised as having 7 porches and 2 decks and this is the interesting one it's also advertised as having 3 wet bars. It also states that there's a fourth floor widows walk don't know what that is. July 2, 2015 Regular Meeting CHAIRPERSON WEISMAN : Must be the roof deck. BRIAN RETUS : Okay. The widow's walk itself normally that should be considered an attic space correct? If it's a third floor. CHAIRPERSON WEISMAN : A third floor would be attic. Two and a half stories is all that's really allowed in this town. If you have a third floor it has to be sprinkled by State code a fire suppression system and it also has to get relief for habitable space from this Board. BRIAN RETUS : I'm aware of that because I was in front of this Board about 6 or 7 years ago and I appreciate the good work you did then. That third floor I don't know of any attic space that has sliders going out onto a deck and then when you come out you go up to a fourth floor deck which I guess that's what he means. My point is that I think the coverage and what the town asked for the setbacks are quite generous especially if you could build that on a .46 lot I think you're okay. My concern is the more the merrier okay and I know this has been an issue with Town Board itself. There was an article last weekend excuse me the weekend before Newsday that spoke of a five bedroom home in the Hamptons. Interestingly enough it's not in East Hampton which everybody complains about or speaks about or knows about it was just outside the village of Southampton so this is expanding this type of home ownership. This is a group of young men that each year they find a house and there's between twelve and fourteen of them that chip in and they rent this house for a week. That doesn't include their friends that they probably invite over, children or what have you. I don't think that there is anyone in this room including Mr. DeFiore that would want to live next to this house and I'm very concerned and so are our neighbors in the community that that's going to happen with this home especially with added decks and over expanding the lot coverage. CHAIRPERSON WEISMAN : Well let me comment I would really like the comments to be directed toward what's before this Board. I can very well appreciate your concern the rest of the Town has concerns too for all over the Town and as you all probably know Town Board is currently looking into and very serious way what to do about short term rentals. We all know it's been in the paper, everyone's aware of it I have one next to me they're a B&B we do understand that but that's not something that this Board can do anything about. BRIAN RETUS : Leslie the only reason I brought that up is to give the rest of the Board if they have not seen the property CHAIRPERSON WEISMAN : We have. BRIAN RETUS :And the community July 2, 2015 Regular Meeting CHAIRPERSON WEISMAN : Every single one of us has been out and inspected the site even our Board assistant has gone out to look at it. We do that with every application. Every single thing that comes before this Board because the reason I asked about character of the neighborhood is because we go out there to see what the character of the neighborhood is. It's one of our standards that we have to address in our decisions in making a determination and so that's why we drive around. We look to see what size the properties are. Are they developed? Are they wooded, are there wetlands? We look at all of these things okay so every property including this one has been seen upfront by the Board. BRIAN RETUS : I recall that from mine yes. CHAIRPERSON WEISMAN : And we've driven around. We know the neighborhood there's been lots of variances there. BRIAN RETUS : I only brought this up and I am regarding the setbacks when I mentioned what the house already has okay. My feeling is that you know you add more decks you're going to have more people, more space. I was going to discuss the pool being so close to my neighbors but he's already withdrawing that?Am I clear on that? CHAIRPERSON WEISMAN : Yes I think so. He wants to go ahead with the setback variances. Mr. DeFiore let me ask you the decks along that are let's see you got that's not a deck Ryder Farm Lane the setback of 32.6 feet that's not the deck is it? GENNARO DEFIORE : On Ryder Farm it is the corner of the deck. It is the same front porch deck that was submitted to the Building Department it was given a permit. It has not changed in size. CHAIRPERSON WEISMAN : Oh here it is I see it now it's hatched it's okay. Then you have another one on Sound View which is at 34.6. GENNARO DEFIORE : Correct and its 34.6 versus 34 because as Mr. Retus knows very well he has been what I considered a friend for a few years he had the opportunity I spent an hour or so back in 2014 showing him the entire set of plans. He walked through it with me. He was impressed with it. He was impressed so much he actually had a friend of his from Manhattan and I gave them full right to go in and inspect the house who was interested in buying the house so now I'm very confused as to what his concerns are. He knew about the decks. He knew about the house.The third floor is not a third floor. CHAIRPERSON WEISMAN : I'm not going to personalize this that's not where this is going. That's between neighbors. July 2, 2015 Regular Meeting GENNARO DEFIORE : But when a statement is made that they have an abhorrence to something that abhorrence could have been demonstrated in 2014 when I showed him the plans when I walked him through the house and when he had an opportunity without any restriction and he brought a friend of his from Manhattan who was interested in buying the house. CHAIRPERSON WEISMAN : I want to ask you a question sir if I might. When I was out there there was scaffolding out for construction. You said that's pretty much down now. GENNARO DEFIORE :Almost all of its down.The only part that's left CHAIRPERSON WEISMAN :Are these decks built? GENNARO DEFIORE : No. The only one that started construction was the only one I had been made aware of that wasn't in violation of anything and that's the rear decks. One thing that Mr. Retus brought out CHAIRPERSON WEISMAN :The rear deck is started or built. GENNARO DEFIORE : It was started because the there was no determination even at that late date which was last week CHAIRPERSON WEISMAN : Said that it was non-conforming. I got that. What is the setback from the from Sound View Rd. to the house? GENNARO DEFIORE : To the house it's either 40 feet or 40.7. It is in conformity and what's interesting and Mr. Retus is absolutely correct I am knowledgeable about a lot of things. This is the only Town that I've built in that rear decks are not exempt from rear yard setbacks. They do have rear yard setbacks but they're much more liberal than the main structure is concerned. This is not my knowledge. This is the first house I built in the Town of Southold. I'm sorry I can't be fluent in everything. CHAIRPERSON WEISMAN : Well but as someone who's you know a very experienced builder the first thing you look at is the Bulk Schedule. However I just want to point out that the house itself without the decks has a conforming setback to both to Sound View Rd. and to Ryder Farm Lane. GENNARO DEFIORE : As well as the rear yard. And again at what advantage would there have been to me to have with my knowledge purposely design something, gotten a building permit knowing by following this stream of thought that I'm a knowledgeable person that I could of or would of built something that would have been in violation and that I would had a tear down. What and this was going to be my home. What sense does that make. And as far as a third floor condition it's not a third floor. We've gone through the NYS regional architect of code July 2, 2015 Regular Meeting enforcement in Hauppauge both in April of 2012 and then having to go through again in December and January December 2012 and January of 2013 having to reiterate to the Building Department it is a mezzanine it is permitted. It is within allowable code it is not considered a story. Thirty three percent of the area that it oversees is the allowable space and that's the allowable space we made so we do not have a third story. We do not have a fourth story attic or walkway. It is the rooftop and it by nature of that it's treated as a mezzanine I'm sorry a man sod roof condition and again gable roofs, hip roofs all have the benefit of thirty five feet to midpoint of uppermost roof. (inaudible) are much more restrictive thirty five feet period and that's it so we have the probability that there are roof lines in the region that exceed ours and penetrate that area. We did not penetrate anything to reiterate. CHAIRPERSON WEISMAN : We don't have because it wasn't before us we don't have floor plans. We have elevations in our packet. GENNARO DEFIORE : Right well I was told all you needed were elevations and anything pertinent to the exterior. If you had requested floor plans I would of gladly submitted them. I submitted and gave what was requested you want more you can gladly have it. I gave you more notices to people that this was occurring. CHAIRPERSON WEISMAN : You know what we're starting to repeat alright. You mentioned that before we know the house is sitting in conforming setbacks. The decks are proposed at non- conforming setbacks cause they have to be if they're in front of the house. The house is also conforming in the rear without a deck. With a deck it's 37.7 instead of 40 feet which is fairly small sorry 50 foot setback in the rear. GENNARO DEFIORE : And for the Board's record there have been in the immediate region variances granted for both front yard and rear yard setbacks that were more generous percentage wise and I'm now having to request you know at this late date. CHAIRPERSON WEISMAN : In this neighborhood? GENNARO DEFIORE : In this neighborhood yes. MEMBER DANTES : Sir what was your variance for that you received? BRIAN RETUS : Side yard setback for a shower and also the setback to the bluff but there was already a porch there so that was an existing condition. CHAIRPERSON WEISMAN : Okay do you have anything you want to add in your comments and please address the (inaudible) July 2, 2015 Regular Meeting BRIAN RETUS : Yes as far as the fourth floor I was only reading Mr. DeFiore's ad it's not something I made up. MEMBER DANTES : I understand he probably should have been more articulate in the ad. BRAIN RETUS : Yes yea I mean that's what we're reading and that's what everybody in the neighborhood is reading but enough with that. Mr. DeFiore with the respect I have for him and his ability I really think he can reduce the decks to conform and kind of help the neighborhood out a little bit and I'm not here to say anything about the home but I am upset or I shouldn't say upset but I am concerned about the setbacks especially since every available inch has been used like I said the more decks the more people. We also had I won't get into this other one but I believe you know the setbacks are interesting cause they protect the integrity of the neighborhood and I understand variances are there to also protect the property owner as far as if he has being harmed by those setbacks or hardships I should say. I don't believe Mr. DeFiore will suffer any hardships if he's gotta reduce those decks a little bit.Just to work with the Board work with the community. I think there'll be more hardship on the community if it was granted. It just doesn't fit into the character of the neighborhood. The setbacks adopted by the Town of Southold are to protect the community they make sense and I ask the Board to please afford us that protection. GENNARO DEFIORE :And again just in rebuttal to that CHAIRPERSON WEISMAN : Anyone else?Just a minute I want to hear I really want to hear from other people and then you'll have whatever time you need to make comments. GENNARO DEFIORE : Fine. CHAIRPERSON WEISMAN :They've been waiting patiently. Please state your name. JEFF CLAXTON : Good afternoon my name is Jeff Claxton. I live adjacent to the construction site. When we got the certified letters certain people got a little upset and we put together a petition and we went around the neighborhood and I'd like to read that to you now. CHAIRPERSON WEISMAN :Alright. JEFF CLAXTON : Ladies and gentlemen of the Board we the undersigned as property owners in the Orient by the Sea community located in Orient New York formerly request that the Zoning Board of Appeals reject the variance changes requested by Mr. Pasgaule Anthony DeFiore as described in Appeals 6870. The structure located at 110 Sound View Rd. is not in harmony with the aesthetics of our community either by virtue of size or architectural design. It requested additions will only exacerbate this reality. We have suffered the encroachment of our legal July 2,2015 Regular Meeting rights to quiet and enjoyment of our property at homes due to the extended duration of the ongoing construction which began in the early spring of 2013. Granting the variance change requested by Mr. DeFiore would only prolong the completion of the project. By his own admission Mr. DeFiore has been a builder for over forty years. Mr. DeFiore knew the rules and limitation of building such an enormous structure when he began the project. Therefore he knew at the outset he was at maximum building allowance and his decision to add decks and a pool is a deliberate attempt to circumvent the Southold building codes which limit the size of his footprint. If in fact these decks and pools were so crucial to the project he should of included them in his original plan and allowed for them to be built with accordance with existing building codes. As evidenced by the site plan Mr. DeFiore has already pushed the envelope regarding the setbacks of the structure allowing the requested additions would set a terrible precedent packing so much on a .46 acre lot runs the risk of our community becoming just another scrap of suburban sprawl similar to many western long island neighborhoods. This is not the reason we chose to live here. The setbacks adopted by the Town protect the integrity of these communities. Please afford us that protection. We went around and only got 65 names on this petition because a lot of the people don't live there full time. Not one person that was asked to sign the petition refused and people were calling to find out where and when they could sign it. CHAIRPERSON WEISMAN : Thank you please submit it and we'll get copies to the Board. Who else would like to address the Board? BILL HOPPE : Good afternoon my name is Bill Hoppe. I live at 580 Uhl Lane in Orient and in the interest of full disclosure I am right now serving as vice president of the Orient By the Sea property owners association which is our neighborhood but I am here today only speaking for myself and my wife Kathy.There are twenty two undeveloped property lots still in Orient by the Sea and we think this request for variance will have a detrimental effect on the community if its granted it would create a very worrisome precedent for the future development of those properties. Now Mr. DeFiore the builder at 110 Sound View Rd. refers to this two year plus construction project as his magnificent obsession. Now the house is impressive and it's elaborate. If it was on a larger property lot the variances for porches and decks, swimming pool which has been withdrawn would not be necessary and we wouldn't be here today. The unfinished buildings at 110 Sound View Rd. already test the town building code limits in terms of the footprint the scale, the bulk the height the form the size and the arrangement of that building on the property. The four garages one of which is a separate two story building large enough as Mr. DeFiore said to store his box truck may require even a complex driveway system on Ryder Farm Rd. The builder advertises the living space as has been talked about as 6500 square feet multi-generational with porches and sun decks that are over 1500 square feet just for the decks and porches. So this house is not on a mountain top so neighborhood context is July 2, 2015 Regular Meeting really important in this matter. Orient by the Sea is you've already been there it's a planned community designed in 1956 by Walter Uhl who was a very well respected developer and architect and if you walk around the neighborhood you'll appreciate the beauty the charm of the streetscape. There are huge Norway maples and sycamore trees planted and the developer put those there some 50 years ago. There is diversity in homes size, design and each landscaping garden is unique. However, as you probably discovered there is an overall sense of order harmony and open green space that helps to mitigate some of the storm water run-off. Apparently the total square footage or impermeable surfaces at 110 Sound View is approaching the code limit for lot coverage. We ask that the town enforce the 20% maximum for lot coverage in order to preserve the remaining land for open space and mitigation of storm water run-off. And secondly the setback rules were also were discussed here very important for our community and the Sound View and Ryder Farm streetscapes will be compromised if the variance for decks and porches is allowed. We ask the Town to uphold the required front setbacks at 40 feet. And in conclusion we ask this appeal be denied in its totality. LLOYD STRAUS : Hi I'm Lloyd Straus. I live at 125 Sound View Rd. in Orient and I will be brief. I live directly across the street from the project and as Jerry will tell you I've been pretty quiet I haven't been involved in the project at all but this is I just I think I agree with every one of the speakers other than Jerry that spoken and the only thing I want to add is those of you who have driven on Ryder Farm Rd. and Sound View it's already a dangerous road not dangerous maybe an exaggeration but it's a difficult road having decks in the front of that Sound View and other structures in the back on Ryder Farm will just make it even more unsafe. So I had a whole set of other comments I think other people have already addressed them and I want recognize the late hour on a holiday weekend but I think the importance of safety hasn't been mentioned yet and I wanted to make sure that we got that on the table. It's not the safest corner in the world and if you have decks coming on the front and the sides just going to exasperate the issues. CHAIRPERSON WEISMAN : Thank you anyone else? I actually would like to ask you the Board often explores what we call alternative relief in other words you requested 34.6 foot and 32.6 foot front yard setbacks for decks. Sometimes we grant alternative relief without discussing it sometimes we discuss it at the hearing and ask the applicant to tell us what you know if they can increase that setback, how could you improve the setback, what would be the practical difficulty in making those decks smaller or eliminating a deck. See what you think about it. GENNARO DEFIORE : Well I can tell you right now as I and I don't want to belabor the one point if we knew what we know today we wouldn't be where we are today because we would of made a house in total conformity. I can't change foundations, I can't change structures. CHAIRPERSON WEISMAN : But your house is sitting in conforming-front yard setbacks. July 2, 2015 Regular Meeting GENNARO DEFIORE : It's in a conforming front yard setback unbeknownst to me again rear yard an front yard porch setbacks were not of an issue and they were even confirmed by getting permits. As far as to mitigate these issues if they wanted to minimalize you know instead of having six foot porches in the front or a projection that was approved in 2013 January of seven points three feet we'll make them five feet will that make them happy I don't think so. This was our home this was our neighborhood. Some of the people here come very strangely are very about faced. I had never gotten this kind of resistance with the exception of two individuals that are here. For whatever reason they chose to breach the situation that's their choice. I'm limited in my choices and this is an unfairness to me. I have to make concessions that I didn't know I had to make. Fortunately I didn't build these things. As far as the front porches are concerned and an argument of site view you'll see in the design by way of any information that was given to me by the town I put it in. The site plan shows a 40 foot angular cut right of way for any planting or any trees so anyone coming around from Ryder Farm to Sound View or from Sound View to Ryder Farm there is an additional preview of viewing. Nothing of the decks nothing of the plantings would incur any encumbrance on people turning around. That was told to me and I incorporated it and my engineer into his design my design. CHAIRPERSON WEISMAN : Well let me explain something when the Board of Appeals grants variance relief from the code it is obligated under the law to grant the if justified to grant the minimal variance practicable. That is what our obligation is not the maximum but the minimum cause our goal is to eliminate non-conformity and to support the code but we're here as a relief valve when there are practical difficulties sometimes lots were built a long time ago with properties built a long time ago and the town put in zoning and then created a bunch of non- conformity and they need to renovate their house so they have some real practical difficulties. This was a piece of empty land I understand that there were permits issued by the Building Department that did not catch certain things and that's on the Town but these decks have not been built. Your house sits at a conforming location and I'm now asking you how do we justify granting the non-conformance with these two front yard decks. GENNARO DEFIORE : Well as far as the front yard setbacks again the foundations are in, they're in conformity. If there is an issue that these porches would have been a non-conformity we could of redesigned the house. CHAIRPERSON WEISMAN :And you didn't know and we are now where we are so no need to go back again and say if we'd of known. This is where we are now and we'd like your opinion GENNARO DEFIORE : Right so instead of a 6 yard encroachment I'll ask for a 5 yard a 5 foot encroachment because less than 5 feet you can't even put a chair on the front porch for people to walk around the front. July 2, 2015 Regular Meeting MEMBER DANTES : At last the drawing I have shows that the decks are forty feet the house has two different number on it shows the decks at forty feet and the house is forty feet. CHAIRPERSON WEISMAN : Wait a minute you're looking at this?This new one that we just got? Wait a minute we also got this survey. MEMBER DANTES :The survey I mean the drawings and the survey are inconsistent. CHAIRPERSON WEISMAN : Yea ok this survey shows the house at forty feet and the decks at the setbacks we've talked about.This enlargement MEMBER GOEHRINGER :Are we referring to the July 2, 2015 revision?Are we? GENNARO DEFIORE : The largest you could clearly it should clearly show an arrow from the property line to the structure. CHAIRPERSON WEISMANA : Wait a minute is this the rear yard? Hold on let me see member Dantes is now pointing out they're not saying the same things. Would you come forward sir I want to point out the inconsistencies here. So this deck is showing from here to here forty feet from here to here forty feet okay. GENNARO DEFIORE : You see there is no arrow any longer here. This was cleaned back it touched here. CHAIRPERSON WEISMAN : So you're not talking about from here to here. GENNARO DEFIORE : No you're talking to the house and since this one did not have any deck that was in question this arrow was remained at 40.7 feet so this is seven tenths of a foot behind the setback line. This little point here is at the setback line similarly here. CHAIRPERSON WEISMAN :So this survey is correct? GENNARO DEFIORE :Absolute sure. CHAIRPERSON WEISMAN : It's just a matter of the (inaudible) on here because it stopped there but it should of(inaudible) it's way through right to here. GENNARO DEFIORE : No there's no intention to deceive anyone or to misrepresent anything. So again when the Board asks for some flexibility I'm saying fine I'm not even asking for the depth of the front yard porches I had been permitted for. But I am asking fo,--s-`a_fr_o�porch-tha atm.' -p -s a-c-hai,r_tigh.Lup_against the ho.use_ar�d=so�neon" e=can�st=ifl=walk�in firont�of�them without having to_s.q.ue-e-zeeby�a-railing�B:y�thewrray fhere are-planter='boxes-in-fro-n f�t.hes_�for , July Z, ZUlSRegular Meeting CHAIRPERSON VVE|SMAN : s n�|�s now starting to interfere with the construction of the house to the point thatvve can't get work done now and it's taxing and burdensome tothe code enforcement people to have to validate things that are in conformance. We're flexible and we will give some you know concessions tVwhat vve had already been permitted on. We're not exceeding the footprint. The rear yard the decks there they're asking for less relief than people who already had built them didn't get permits didn't go through the town Building Department rebuilt them without permits and then maybe they had tosell their house and they had to come before this Board toget relief. CHAIRPERSON VVB3MAN : Well sometimes people do dnthat and not just inthis neighborhood but the bottom line is we can't do anything about it you know vve can't go around and say you built that GENNARO DEF|ORE : Of course not but |'nn here willingly presenting these situations that | did not desire. | don't profit by them and because of mistakes that were made by the Town of Southold |'nn now suffering because of them. This is inversely the situation. | could of remedied these things when they're on a piece of paper the way we had to change the pool because it became a side yard rear yard where they already thought it was a rear yard. Where we had to change the setbacks of rear deck because they didn't think it was a non-conformity with the rear yard. Where we had to change the distances for front porches and get on and on and on and on and on. Anything | knew | adhered tuthat's nnylife that's the way | live my life that's the integrity | have and for all of these things and what's come here today this is a very sad reflection that most of these people might have been my year round neighbors. |'cn very glad that vvechose before vvebroke ground tomove somewhere else CHAIRPERSON VVE|SK4AN :That's not relevant. Alright hold it wait a minute watch see | got one of these judge Judy is in the court now okay we are not going to get personal on this it's not relevant to the relief in front of us okay we've heard from all of you or almost all of you or a number of you. We've heard from the applicant. Is there anything the Board has to say or wants to question7We've already said two things. You're going tosubmit a survey that shows removalthe of pool and the proposed | July 2, 2015 Regular Meeting comes out and then yes just on the accessory garage and you're going to let us know you're going to confirm that it's only a half bath proposed in that accessory structure. GENNARO DEFIORE : Well again I'll find out what the Health Department has that I don't even know they have. And again I'll go to the Building Department well it's too late now by the time I get I want to find out what they have in the file that suggested a full bath. CHAIRPERSON WEISMAN :That's absolutely fine. GENNARO DEFIORE : And I am also putting to the Board the flexibility to relinquish some of the things that I had been permitted for and beyond that asking for a fair minded evaluation that in its totality what we melt this thing down to are requests or variances that are less generous than other people in the immediate vicinity have gotten in the past. CHAIRPERSON WEISMAN : You have not submitted to this Board setback variances in the neighborhood that have received variance relief. You talk about them and you say you think that they're there but it would be very helpful and important to your case if you provided front yard and rear yard setbacks that were similar to what you're requesting. I'll tell you what because you're going to submit a new survey anyway the only ones GENNARO DEFIORE : Here we are there's four of them here. CHAIRPERSON WEISMAN :And are they front yard or rear yard setbacks? GENNARO DEFIORE : These are rear yard setbacks and I think one of them is a front yard in the immediate community. And percentage wise some of them are more generous or far more generous than what I'm requesting under this distressed situation. CHAIRPERSON WEISMAN : Alright we'll make copies of these and the Board will get these. This is the kind of information that helps the Board determine whether or not something would be typically occurring in that neighborhood or not. MEMBER GOEHRINGER : What did you say about the survey Leslie? CHAIRPERSON WEISMAN : He's going to submit a survey with the swimming pool taken off so that the lot coverage conforms. He's withdrawing that variance request. We can deal with GENNARO DEFIORE : Andel=li-adjust-fheyfron po cr h'es=toLLfive-feet-inste'ad�ofsi-foot�dethkor 75s• �fe=t i'-ihkeep�t•em�art�fi�e�=feek�l:f1s=ithe�!�ear-minimum=for-someone-tojsit-an'"d�fiave-some no e {walk`around.rtTh-e-=-on:eLssinrthie=rea-r=-yard5-the-side=yard oia know e're'nat exc"eed`ing for ;eouer-age-a— dgt'h y"r o't excessively argeec s an otherpeople Riave ten granted-relief. CHAIRPERSON WEISMAN : What's the depth of the two front yard decks now? July 2, 2015 Regular Meeting GENNARO DEFIORE :Thedepth�.ofxthfrot yard-decks�a.re�sx=feetSo' e po'ints�uvhichwe ,grantited.,p-e,r--mit they're--!think�y.ou-have.-32.6,or-3.2,7 s.e_tback_somepof the.m__we_re granted=that _ �we.r� e,7%feet now:l.'m-sa=y,i,ng w,e-,Id kee;p:them-a_61;�at:,f:ive�feetT---,�- MEMBER GOEHRINGER : Leslie are we going to get a new Notice of Disapproval? CHAIRPERSON WEISMAN : I don't think we need to we have to see it as an amended application. I think the Building Department has had enough with this poor man and I don't want to send him back to the Building Department. We can grant if you're submitting an amended survey then we will put this down as an amended application which means one of the variances is withdrawn for the lot coverage. That's the easiest way for you to do it and for us to do it. I think we covered most things. Gerry did you have a question? MEMBER GOEHRINGER : I just want to go over Jerry could you please just go over so sitting with the survey that I have the July 2nd you just submitted the setback to Sound View Ave. is right now on the proposed porch is 34.6 what are you going down to thirty? GENNARO DEFIORE : No no I'll increase it to thirty five. MEMBER GOEHRINGER : Oh thirty five. GENNARO DEFIORE : Right the closest one would be thirty five some of them would be 35.7 or 3 you know again it's a porch that any narrower you can't functionally use it as a front porch. MEMBER GOEHRINGER : So you're at 35 then you'll be at that one the other two are conforming 40.6, 40.40 is that correct? GENNARO DEFIORE : Which ones no no I want to CHAIRPERSON WEISMAN : No no, no the decks are not conforming. One is 32.6 and the other is 34.6. GENNARO DEFIORE : Right those anything will be 35 be minimum of a rear yard of a front yard setback. Where the house sits 40.7 feet off of the property we'll pick up an additional benefit of .7 feet because we won't be making that other seven tenths of a foot of deck of the porch. Any porch will stay at five foot deck. CHAIRPERSON WEISMAN : What is the rear yard proposed the rear yard deck? GENNARO DEFIORE : Well the rear yard back yard as it's drawn and was approved is 37.5 CHAIRPERSON WEISMAN : It's 37.7 1 know but I'm asking how big the deck is. July 2, 2015 Regular Meeting GENNARO DEFIORE : Well the deck is twelve and a half feet deep and I mean that is not a terribly deep spacious deck I mean you know people have sixteen, twenty feet. Twelve and a half feet is not an excessively deep deck and you know we're even by way of if we had known which we didn't that the fifty foot setback occurs to the rear decks more than half of this deck is in conformity to begin with because it was north of that line. So you know there's a lot here that is being made of actually very little MEMBER GOEHRINGER :So we're staying at 37.7? GENNARO DEFIORE :Thirty five foot minimum front yard double front yard on Ryder Farm Lane on Sound View Rd. That is you know less of a relief than the 32.6 or 7 that had been granted and permit on Ryder Farm and the I don't even recall it anymore how much is granted on Sound View Rd. probably 34 feet. CHAIRPERSON WEISMAN : Can you get us a survey you know in a week or something? GENNARO DEFIORE : I can get you a survey in two days. CHAIRPERSON WEISMAN :Alright fine. MEMBER GOEHRINGER : You'll include all of that on it? GENNARO DEFIORE : I'll include everything. CHAIRPERSON WEISMAN : Here's what I think is the best way to do this. We may or may not have additional questions I don't know but we've taken lots of testimony we certainly heard your comment and will consider everything and what we're going to do is I'm going to make a motion to adjourn this to the special meeting in two weeks. That gives you time to submit the survey. If any of you have additional thoughts after you've heard what we've said today and you wish to submit something in writing we're not going to have any more public testimony cause we're not necessarily going to have another public hearing but we will look at everything between now and two weeks. Our Special Meeting is on July 16th and so we won't have a decision made by then because we're going to wait and see what we're going to get okay but we will then close the hearing unless there's very substantial questions that we have which I doubt will be the case. I don't know what else we can learn that we haven't already learned. We'll then make a decision two weeks after that. So at the very latest a month from now we will have a draft that we will before the public discuss and vote on. MEMBER SCHNEIDER : I have one quick question do you know who the author of this survey is? GENNARO DEFIORE :The author of the survey July 2, 2015 Regular Meeting MEMBER SCHNEIDER :That was submitted with your original application. GENNARO DEFIORE Well this is from this is part of the Tide Runner Engineering my civil engineer you know Lou Schwartz.This is all part of the package. MEMBER SCHNEIDER :This was the original permit package? GENNARO DEFIORE : Well again the yea that site plan with all the data that's there which you know gives and again part of it is cut off if you look in the upper left hand corner you have elevations of main structure perimeter heights proposed you have all it's kind of cut off because it was part of that's been there forever.This survey had to be modified a few times in real time. Interestingly enough MEMBER SCHNEIDER : Did you submit a stamped copy of this with your building permit or is this site plan or is this actual GENNARO DEFIORE :This was all part of the stamped set of it was a fourteen page set of plans. And interestingly enough MEMBER SCHNEIDER : Great we'll check it out in the building department. GENNARO DEFIORE : to let the Board know we had to pay an additional fee this morning because as of this morning when I called and spoke to the ZBA they weren't sure if they had the most recent denial letter. The denial letter even though I met with the Town last Tuesday and Wednesday had not been generated. If I didn't call over to the Building Department they wouldn't of even generated the fourth denial letter the third revision and we wouldn't of even been addressing the rear yard decks today because they would of forgotten to include it so I did these things as quickly as anyone humanly can. When I found out information I reacted to it and I tried to resolve it with full candor. There's nothing been hidden here there's no private agenda. CHAIRPERSON WEISMAN :Alright I think we've got everything here. MEMBER SCHNEIDER : He answered my question thank you. CHAIRPERSON WEISMAN : Okay I'm going to make a motion to adjourn this hearing to the Special Meeting on July 1611 for the purpose of receiving written testimony and an upgraded survey eliminating the swimming pool and any priors conditional priors setback variances GENNARO DEFIORE : I'll try and get some more research sure. July 2, 2015 Regular Meeting CHAIRPERSON WEISMAN : We're going to get a letter cause we said about confirming the height of the structure the percentage of the dormer width of the roof and the half bath only in the accessory structure. GENNARO DEFIORE : I should have these things resolved before the end of the week because our lives can't go on without this resolved. CHAIRPERSON WEISMAN : That's great the sooner the better and we'll let me reassure you we will act as swiftly as we reasonably can. We have no desire to hold you up any further we just need to digest all the information we've heard alright and make sure that we're thoughtful and deliberative and fair. GENNARO DEFIORE : Right cause we need some of these things are going to come to the tail end of construction. MEMBER DANTES : Second. CHAIRPERSON WEISMAN :All in favor? MEMBER GOEHRINGER :Aye. MEMBER SCHNEIDER :Aye. MEMBER DANTES : Aye. CHAIRPERSON WEISMAN :Aye. (See Minutes for Resolution) O��Of Si)�/r�� s Town Hall Annex 4Telephone(631)765-1802 54375 Main Road noOP.O.Box 1179 roper.richeIA ny us Southold,NY 11971-0959 �� �� . BUILDING DEPARTMENT TOViN OF SOUT HOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: r_6o Date: t Company Name: �- q � Name: o License No.: Address: EaU6QeA n- n [Phone No.: , JOBSITE fNFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: 6, c -' Permit No.. Tax-Map District: 1000 Section: ).57 . Block: --;� Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: YES NO. ough 13 Final *Do you need a Tem Certificate: y p YES NO - Ternp Information I . eded) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: e-connect Undergroun Number of Meters Change of Service- Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82-Request for Inspecdon Form uFF a OS UILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o - Town Hall Annex - 54375 Main Road - PO Box 1179 oy • �� o U o f souvolP Southold, New York 11971-0959 14 1- O Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov — seand(a-).southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) W 1.5d©rye Vf-QiunPs Ll-C-- Flo 50unavfew Tai 0yJU4 n Tax Map District:. 1000 Section:15 Block: BRIEF DESCRIPTION OF WORK, INCLUDE-SQUARE FOOTAGE (Please Print Clearly): "AS-BUILT" COMPLETE ELECTRICAL SYSTEM FOR SINGLE FAMILY HOME Square Footage: 15,078 Circle All That Apply: Is job ready for inspection?: 0 YES 0 NO ❑Rough In 0 Final Do you need a Temp Certificate?: ❑ YES ❑V NO Issued On Temp Information: (All information required) Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead #-Underground Laterals D,1. 2. R.H Frame D-Pole Work done on Servic_ e? Additional dnformation: PAYMENT DUE WITH APPLICATION AS-BUILT 2Xs PERMIT FEE (OVER 4500SF: $.07/SF) $355.46x2= $710.92 �� �\ BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD -4 Town Hall Annex - 54375 Main Road - PO Box 1179 ---�-- SoUthold-,-New-Y-ork-411-9-74-0,-95-0----:------- Telephone (631) 765-1802.- FAX (631) 765-9502 rogerr(CD-southoldtownny.gov - sea_nd(c-Dsoutho.IdtownnV.gov APPLICATION FOR ELECTRICAL-INSPECTION ELECTRICIAN INFORMATION (All,lwrmation Required) Date: Company Name: Electrician's Name. License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit -;2:j email: Tax Map District: 1000 Section:. Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Suare a Foot 'ge q Circle All That Apply: Rou gh In Is job ready for inspection?: ❑ YES ❑ NO Final Do you need Temp Certificate?: F—] YES F—] NO issued On Temp Information: (All informati6n,-required) Service'SizeF—]'l-- Ph[—]3.Ph Size: A # Meters Old Meter# FINe'w ServiceD Fire ReconndctJ__]Flood Reconnect Elservi'ce Recon nbct OU nderg round ElOverhea"d # Under-ground Laterals-E]1 FJ2 FIH Frame M Pole Work done on Service? E]Y DN Additional Information: PAYMENT DUE WITH APPLICATION 0 PERMIT# Address: Switches t- s- -- - - - -- — 1 - - --- �— - - - Outlets- fi .I I•� , 10W, Surface , 10A S` a Sconces �� 11 uc Lts OltD t ti S p9 Fans �`� Fridge HW �J ,.� , r Exhaust Oven A °� J JVW/D Smokes DW ! Mini CarbonMicro Generator "� Combo7. . C..00ktop / Transfer AC LA AH �.. Service .. Amp Hav Used Special: 1 � � Comments: Lot V V °t I� '7 v4jas c r-d C/W4c_ 1A Ctx` I&"in vi J m C1 s­ 6�y c��vl SFr �� r a � nU ��' '" 41' Z. g� rl �xP" i:2. 2 fJ �� - -- � tom✓�'f D=Lr� �'l �lr�1`l� 6 tn S " Town of Southold » Chapter 236 - Stormwatelr Management SWPPP Storm Wader Pollution Prevention Plan Assessment Form GENAL INFORMATION: (All Requestr-d Information is Required for a Complete Application) APPLICANT NAME: nor de Contiullant.GpovactororOther tcirdoonoPro �t�.t►..� �p�.t � t rty oVYNEIar pf etr�r�nt than Applit:an � • e?.2� � e� I��-rtce� fpm � Address: Rq �RQ1S���D6@asef6 Add Y m-� Q2s t 1`164- '�--Sq u 4utsc a AjGm is, cco2. Tpiophone d:iO31-16k, b9.9eieph Ff o O ,no* q � E-Mag: P►vpwey Addreas: #k S&atkdD k/IEW oA.f) ®2ta r�b1�t.7Y B kf Description of Cwustrucdon Activity,Prppofjed Strut�prtal 1�MPs.u`ol s.c T h9.t0: 1000 5labaliza&a BMPi,Pruieet Scop-—Wor&qu mcn of Cowtntction ActivAy is ct 11 q (P:vvWeAdiWonPlPYowaeNop�o� Name o►Contractor a ayor C t Person Rpiponstb►n for implema"Won of swPPP: 1\J 3-t� ��t�0v��i t f�L s l,� �� 14p,�k'� CWS(' AkM Add— z:59 1-�aRa�►so� .....---_._� __,__ �----T__��___�..�. TelephpnoN --- _a w..-. .� E-Mall: - .- Name of Persons Itesporadhin or tnstallatlon A Idlllntenanee of 6rvslon central Praonoa: -------------------------------------------- A rola: � �SalV Telepho:riN: A ....W...---.,,....,----- t5-Neil: YotalAteoprAI �. Total Areaoflxr�dCleerin "-----"" _,"»��. ---m-n- --,.. Prolaol Parerrls: 'I��� Fr andki,Ground A Utgtnca 20,OM sop( ----,,,. ,.._ Prolar_t puradon: Start End 1Anll0pated) Date- �2-3� t2 Date:�4 ,.,,......- ' (Mw,.brr a1`Calandrr Wyai _ Will this Project Disturbe five(5)or More Acres at © :• _..__r,.,.,.,,...__.._ ..,._ _ Any Q4e Time Durino the proposad Duvelopment 7 Yes Na ---- -�- - -..�.--.------ If __If Us;Please Antiwar thv Fvllowlnst[ a, Does the Applicant have&Oualiffed Inspertor On �—I Staff To Conduct the Required Inspections? Y� No �- b. Does the SWPPP Indicate How Frequently the Site � List the NAMES or doserlptlan of all Potentially Impacted watarbodlos andrar wetlands: Inspections will Occur and fur What Period of Time? Yes o C. boas the SWPPP AdequatelyIdentify All Temporary ••-'•••---",.- •• •-•--..•'�•- --•-----•_,,,„,,..._._._.-_......,._._.__ _,..._..-_ and/or Permanent Soil StabalizationMeasute$? Y � __.. .. . _._._ ....._._--_.__,...,_.,,._.____..:....,._ ._..__..., d. foes the SWPPP Adequately Identify a Complete .. • _...._......_.. Proiect Phasing Plan? Yes No e. Does the SWPPP Indicate Addlflertat Site Spec& Un status of Impactad walerbady:(oy.TMDL,3031d)Usted,lmpalrod...) Practices that WIII be Utilized to Protect Water Quality? © No f. Has the Applicant Submitted a Completed DEC notice _. .._ Of Intent and SWPPP Acceptance Form for Review Type of Impacted yyaterbody:tog,take,croak,Day,Pond,sound,Freshwaterwetlmd,,,i by the Town of Southold? Yes No S]`ATR OF NF,W'YO K, CC7UNIT�N.��ia ?.4th...............S5 a, �y h,n• a I P P .....,. ,' .... nt:l... k�eing duly sworn de se (Name o nmvlduel aiar,l Doeu .. , Po s and says that he/she is the applicant for Perrin And that he/she is the .......... .. ...... .. ,......... .... ........................................................................................... .. !Owner, anvaetor,ASntq,Corporate e7flltgr,vtc.) ... ........... Ckwner and/or representative of the Owner or Omiers,and is duly authorized to perform or-have performed the said work and to make and file this apPhCation;that all statements containcd 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 herewith., � Swom to f re me this; t ...... .`......................... . of..��......,2012 Notary Pubhe. ........ .......MSEY9.7119AUIR Pi 1 ' (signature of Applicant) SWPPP Assesasmen M Dry Public,bilateo e r t - No.5018144,Suffolk County Teres Expires Sep.20,go I> 60 3SVd S331Sndi d0 Q2Wa TV9999L T T:11 Z IOZ/11/99 Town of Southold - Chapter 236 - Stormwatolr Management CONTRACTOR CERTIFICATION STAT Prior to the commencement of construction activity,the owner or operator must Identify ALL contractor(s)and sub-contractor(s)that will be responsible for installing,constructing,repairing,replacing,Inspecting and maintaining the erosion and sediment control practices included in the SWPPP;and the contractor(s)and sub-contractors)that will be responsible for constructing the post-construction stonnwater management practices included In the SWPPP. The owner and/or operator shall have each of the contractors and/or sub-contractors Identify at least one person from their company that will be responsible for lmplementation of the SWPPP.This person shall be known as the trained contractor.The owner and/or operator shall ensure that at least one trained contractor is on site on a dally basis when soil disturbance activities are being performed. The owner and/or operator shall have each of the contractors and subcontractors identified above sign a copy of the following cortlfleation statement below before thegmmence any construction activity:. CERTMCATYOi'4_,.,: : - "I hereby certify that f understand and agree to comply with the terms and conditions of the SWPPP and agree to i implement any corrective actions identified by the qualified inspector during a site inspection.I also understand i that the owner or operator must comply with the terms and conditions of the most current version of the New ' York State Pollutant Discharge Elimination System("SPDES'l general permit for stormwater discharges from F construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards.Furthermore,I understand that certifying false,incorrect or inaccurate Information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal,civil andlor administrative proceedings." NAME: TWO: Date: In addition to providing the certification statement above,this page must also identify the specific elements of the SWPPP that each contractor and/or sub-contractor will be responsible for: Specific SWPPP Element: r -----... (Please DescriboHarv) ----......._. ...... .,.. -.. NAME and TITLE of the Trained Contractor(s) responsible for SWPPP Implementation; of get lex► 3 1 Z t t1 2�c NAME! TO.! oaf¢ NAME,address and telephone number of the Contracting f=irm; ....... ( l 464- 3 4- Property Address and Suffolk County Tax Map Number of the site; - -- ,.,,......__._............_. .,_---- - ,..,........ ---_.... �......,... -----...._ S.C.T,td1. F: 1#DO_ OISAd 03.00 0 33,E _._.__.._ ...,,...-----._.._....,,,. ., ....._..._...... - ...,�------ ......_.....,_ Dlsulct siRs n Block got The owner and/or operator shall attach All certification statements)to the copy of the SWPPP that is maintained at the construction site.If new or additional contractors are hired to implement measures Identified in the E SWPPP after construction has commenced,they must also sign the certification statement and provide the information listed above. For projects where the Department of Environmental Conservation requests a copy of the SWPPP or inspection reports,the owner and/or operator shall submit the documents in both electronic(PDF only)and paper format within five(5)business days,unless otherwise notified by the Department. SW,aPP certifidation Statement FORW 03.12 90 3E)Vd S331Sndi d0 a6vba TV9999L 11:11 ZZ9Z/11/99 r r ! m For Department Use Only: Ln T.O.S. "SWPPP" Preparation Chapter 236 s.C.r-M.>f: PmpedyAddrass: -�t La Storm Water Pollution Prevention Plan 9x-g- Ys 1 N Review Checklist Checklist # 'ice vi— Lor Plan Sheet REQUIRED PLAN INFORMATION AND IMPLEMENTA710N DETAILS: BYES NO ;N.A.i Explanation,for NO or N,A. Location(rig. fooes the SWPPP Adequately Provide forandYor Indicate the Following:) ratnageCalculatlons__tormwaterB_ _s Designed tocontatnaTwo nob lnfallOn- rte. �J, �_--_•-----.____--- -=--------•--------- -2. Construed n Pbasira Plan Indicating Sequence qTrajd Construction ActivNies, - -- - '®'C�;L�;,__------_-_---••---- -----•-•-----•------ -- � 3__-fieneral LacaiDon Map_-- ---- -- --- ---- -- - - ...-- --- --- -- --- - OrafarrSe Sile Plan Drawn to Scalls at Sixt-60' feet to ifte Inch or l _ er Irrdicaling the Following_ _a G�r�ll� ------•--- -- -- - -' -- -- -- - - a__LocaUonand _ h_ Sita Ac-reage�_-- - ---- -- ---- --------- ------ '- - ------- -��i�j�� --------- ----------- - ------ ---- - - m _ c_ AIIExlsting Natural,andlorMan Made Features onand yWithin54'ofthe PropariyBourtdary;- ��:Dior--•---_---•-••--------•---•----•---- - ------ _ CTI d Test7lale Data lndicatinSnrlCharacfensticsi3 N,.,t},toSeasonaiN hV'laterTahte_ _ �7£�! r _•----•-_-__-- _-- --- -----• - A e.'-Gant i- ontours Indicelin Prop- Eleaaiier►s Min.2' C�rOr -------•--------- -- - -- ----- --- -- $- ------ ----k-- -------_ -- -- --- -- - f. SpoWradeB-i=in[shFloorEevati=3farExisfingand Proposed SUuctures_- -- -- ' �i------•--•--•------------•---•---- -------- - -- - - 9 lacalfanafW-ooded-Ai-66 solatedTreasvrolhaMlnlmum irnens(onflfl8'Diametsr, k ; �--_-----------_-•-•-- -_-•- •-- -- ••----• •------- •' - h, Soil Conseraalo1iibl`afrtctSurfsurvey. -- - - -- -- -- -- --- _. ..__ iOsO •_._..------ -- -- -- - - -- --- -- -- - 5. 'aclsgrour:rl lnformatian a6oulthe Scope of the Project.Lodation 8 Description of the Site, Proposed Changes to tha Site and All Existl Development on the site Including tine.Folfowi_- .__ _HII.ICiilaNYl m@n�a.ln uliing 74[�j �E��nd.DituJL4 .&Tata151t� b. fill Excavation,Filling,Stripping&Grading Proposed and Idenlifledas to depth,Volume - - 4`_NatureofMaterlata FLvg d;..- - -- - -- - - - -._...__, ----- ---- --- -- - - -- - - __ c__All_frrees.RenuiringC[earirrgandVorGrubhing�----•------.._._...--- .---...------ - --- .._.. _... _ . All Areas Where Topsoil Isto be Removed,Stockpiled and where Topsoli will ultimately e�© ©s e. A]ITemporary&PerntanentVe etaUon4obePlaced anSite; _ Il.J�01 _-_---•---•-----_._ ._._-_' -- - ._._ f, ApTer'nparery&PermanentStorm Water_RunolfBMPOontrolMeasur$sPropased:---- -_ ©rat----••---'•----•-.•_------•_----- ------ -- O g_ fhsAnticipated Pattern ofSujrfaceDrainageDuring Periods flfPeak Runoft --? ;Qs©° --_--.---_---_-----_•-- -•-_.___.____._ ._..--- -- --- D h. ThsLocaUonflfall Roads Driveways.atdewalks Paifos,Sirucitrres l lilhtres&Other - -----_.. - - Im{�rove 9 nts, ing-Tm - p -- - ry inct -- e - a -I. �heExlstln �rl'[nalCbnioursandorS ot>rGevatransofifiesite. L�irQyO!-------• -----_---•--------•--------•--•--- --- -- 8. A Sohedui6 of tha Sequence forthe Insiallafion afisli Planned Boll Erosion,Sedimentation ., A Description oftha Minimum Erosires. I '---•'-----------••---•-------'•--•--------'----"-- - - &Storrawater Runoff Control Measures._ - -- _-_ -----•.__.-- _ -- _._. B. g ---- ._ easuresthatwiilbeImplemented. -_.______._ ___.__ LJ ���':--------------- --..__________________.... 7. t7escrl trop of PoiluUon Prevention M m Erosion&Sediment Control Practices lobe lnsialled andfor Implamentedfor Each ConstmetlonActmlylhatwillresullinSoil Oisiurbance.__ = �______..___.__._____-•--- -- - •-- � I 1 r- _........---_... 9, Deserietion of Construction&YVaste materials -- 10, Temporary&Permanent Soil Stabilization Plan that-meets the Current Version of the New York Slate Storm Water Design Manual Technical Standard. 11, GeneralSlteP]anandCo-_nsUuction!]rawln forltie-Proect __._...---•-•-___-_..^ :VII-Jr�iQi - ----- - ----.-_--_------------- -_-. 12. Din.erssians_WatedalSsacif-caUon�8.InstallatwnDetailsrbrAlEro_slop_&SedimentconydPrecticas. ; IC�r�I _ _ ___-___-_______�--_-- --•----- -- i3. Tem ora PracticR: that will be Converted to PermanentconlrofMeasures- - -_--_-- DE� - ---------------- _____ _--_._• _ .. . _. 14. [m{ltementation Schedule for Staging 7emQrxaty Erosion Control Practice or BMP._--------- 16. __-____ _.__ - - _ __ ______ ------------------- 15, Ma]ntana'nca Sch'8dufe to Ensure dont[nuoas&6rei'ive 4perailon o Erasron i Sediment Control Practices. r r I t 16. Names of Potential Surrace Waters of the State of New York andlar MS4 that maybe #�3�;�s Impacted byDevelopment ____------------- ----- _: i 3 ----- -- ----------- ------__-- ---- - _ -- - il. DallnealtenafStormWaterConlrol�Eantm IementatianResnnrr,,7�,s161RtlesfiorF�ch artafthe eL—J-1 _._________._______-___-. _------------- ---- D ... ._ - ----------'---tri-------_-_-••�__-^-"--'L�-`` —s I -- ---•-..__ PraIlectConstructionSite-------------- ---------- _ ______----_----- -.____ M ---- --------- -.-- --- -----, r m T- IS. All other Existin Data that Describes Storrn Water Runoff andlor Natural t}rarna a SSvales. I -- - -- --^--^---------- --------- I�r---------------------- ^---��_----- --- t9. Tient-i-catl'onof Ali 0ontractor(s)ISub-Contractors) Responsible for Installing,ConsWcUn9i r . I�IQI ra Ra airing,t2e loci ,[Ttspecftq and Maintainir q the Erosion&Sediment Control Practices. Storm Water Management Central Plan Checklist#i : 03-12 DEC "SVS PPP" Preparation - Chapter 23$-19 For Department ltaeonly. Storm Mater Pollution Prevention Plan (� �p (� �_ � S.C.T.M.�: Property Address: �lIZ>, '�T,,,p�rc,.�F-�U m W ' ,` Review Checklist Checklist # 2 1000 og--oo 0-7.00b33.00 {Additional Items to be included with Checklist#7 when Article ltd Is trigered.) — REQUIRED PLAN INFOiAATION AND IMPLEMENTATION DETAILS: i Plan Sheet Does the SWPPP Adequately Provide for andlor Indleate the Fo3lowing: a YES ' NO�H.A.�planation for NO or N.A.Must be Approved by Sh1O I. Does the Plan Indica a andfor Show al Items Required I Location(pg.#} -- -- ----- ---- ----- -------- -----y-�Chec ist 7" initis clset7 : a 2. Does the Plan Indicate andfor Show a Description of Each Past-Construction 5lolmwaler 3 ----- -- ------- -- - -- ------- -- -------- - - ------rtSana�smenlPr�ctice7-•--•----- -------•-=---• ------ ---- ..----------- � }Q.QS a i - ---- - -- -- - --- ---- -- - -- 3. Does the SftePlanlConstnrctianDrawing(s)IndipteandfarStarnvthe l.ocat4an&Size of _ Each Post_ConstrucEionSformwaterManagementPractice? Doss iFte Site PlenfCenstructlorr aravving(s}Indlrate andfor Show Hydrobgic&Hydraulic,Analysis;, I ----- -- `----- -- -- --- --••- -•---- - For All Structur8l Com anerrEs of the St rinYrder Man a qnc nt 5 Eem far 1 Q r Q' - -- ----- --p --- ---- - ---- ---a Ye---..�pprrcable alarms? � I 1 --------- - �� 1 s _ --- ---- -- - ---- _ ___ Dees the Bile PJanJConsiractlon Drawing(s)Indicate andlor Pr+o-vlde a Comparison of Post- LO - Gavelo ment Stonmwater Runoff Conditions with Pre-Dev ? p----------------------••----------a>�pmentConditirurs�--•---------- m r r W 5. Does itis Sit$PIanlCvnstruction Drawl __.._____._•-------____-- -- W n9{s)Indicateandfor ShowPJfDlmenslons,Matenel Specifications&Installation Details for Each Post-Construcilon StormwaEer Practice? 1 u: 7. Daesthe51teP1anfCaers4t�cEIan.Drawing(s}indicaleaMaintenanceSc3�sdulaPrawtdedtxy -- -� ' '-- --- ---------- --- __.__._._------_----- -- the Con6traclor(s)to Ensure Continuous&Effeclive Operation of Each Past,Constnjc on - 0 Stormwater M anagemenl Practice? ------------ -------...---�{ --- ---------- ---- ---- ---- -s i i -- --- -- $. Does the Site PJanlCanstivdton J3rawin s fndipte andlor Show Maintenance Eaaemenis to - O LL Ensure Access to All StornrwaterMannement Practices at the Site for Ihs P - and RepairT urpose of inspection 'piQi D` - ----_ --_----------------- -- ------------- ---- i £ t <[ 9. Does the Sits PlamfiGmsErucfionDrawing{s]IndicaEeandlorShowlnspec0 nand Maintenance a '-" -- ----- ---------- ---- Agneement(s)Ithatam Binding on All SubsequentWdownem? i�. Far All Activities meeting the Threshold In 2361 g{B}(1]=the S1hdPJ'Psha11 bG Prepar ed 8=Signed ' �- -- -------------- --- - By a Professional In the Principles and Practices of St txmwater Management&Treatment UYho i i Q i Q a Who shall Ce theft he Design Meets the Re uuements of Cha ler236. ' ' ' ' 11. DoeslheP[anlndicaleandforldenElfy+411PoEentiefSourc�afPollutibnwhichmayaffectlhe 3 ' ' ------------------------------------•---- Qua1i of5tormwaterDischarges? 12. Does itis Plan PravldeDooumentation SvpparUngittaDelermanallon ofs --------------------------------.--. Approval with Regard r r to Historic Places or Areheofo coal Resources that Jncludes the --------------------------------------------------- --- -- a. Information whether the slornwater discharge flriand development activ-ties would Ways,an effect an a property[hat is listed or eligible toriist ng oreiigible€oriisting on the ;r--]iQ - State State or National WstgLq[ 4jtc woes;__________ ............ _______ ! I 6. Ttie Resulls of Historic Resources Screening Detarminalions that have been Cnnd ucfied; � i I -------- - c, DescriptofMeasurestrecessarytoAvoldorMinimizeAslverseimpacisonPlacesListed, =----------------------------------------- ion or Eli IbleforLlstln onlheState*orNationalR IslerolHistoricPlaces;and � d. 1hlhereAdversaE{feots MaUccur,An WrfltEn - ------ Y Y Agreements in Place withiheNYSOffice s € I --------------------------------------------- -------- LO . . w o€Parks,Recreation and Historic Places(OPI3HP)or other Governmental Agency to L' Mitigate Those Effacts. �o , I r i3. A Descripflon of the Soil{s)Present at the Site,Including an Identification of lite ---` _..- H draulic SoJI Group. IQIQ, fd. IdenUficaIion of Any Elements of the Design Ehal are not in Canforrnance with the 1 r + Design manual,Including Reasons for the Deviation or Allemative Design and a Description1:11--711 i i of the Equlvalenc with feanic al Standards, --------------- 15. AliydrolagicandHydraulicAnalysisforAllSlructuralComponeni~aFt}le 6 3 3 j--••---_---__„___..________•._______-__.__.. Stormrta[erlNanaertrentControl Syslem_------_w ----- -___ ____ 'Q Qr N iS. A Detailed 5urrlmary,w7ih Ca[culatlans,o€the Shing Cri6aria that was Ussd to D1gn m AllPost-ConstructionSlonnwater-ManagementPratan. _,-___._._,-___..__-.___,,, S ” " i7. An Opensfions end Malntgnance Plan that Includes Inspection and Mairrlenanva ; r ' ------------------------------------------------------ -- -- ` ---- -- --__ Schedules and Action to Ensure Continuoui and Elfeclivve Operaton of Each 3Q iQ i _-~w - _- - Post-Construction Storm Water management Practice. e i mStorm Water Management Control Plan Checklist#2: 03-12 r' 4 r. "" Fidelity National Title got I t INSURANCE SERVICES,LLC TITLE NO: F 11-7404-8413 3 SUFF- District: 1000 Section: 015.00 Block: 03.00 Lot: 033.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk and/or the Suffolk County Registrar for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE COMPANY certifies that the above-captioned property has been in single and separate ownership Pasquale Anthony Defiore and his/her predecessors in title since prior to 1/01/1997 except as follows: (see attached chains of title) No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousands Dollars ($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated:December 29,:2011 FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC SANDRA J. d6LESKI Sworn to before me this 29th day of December,2011 Q� Notary Public ANN HILL Notary Public,State of New York No.5032468 Q/ Qualified in Suffolk County C� �/y� 3 X goo 24 CommerC6Diiv6`• Rive'ihead,—New-York 11901 • (631)727-0g 00 • )fi'ax:(631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. F l l-7404-84133 SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) SANDRA J. GOLESKI,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM 1000-015.00-03.00-033.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1/01/1997. SUBJECT PREMISES: 1000-015.00-03.00-033.000 242 Associates Dated: 12/21/1987 To Rec'd: 1/12/1988 Janet T. Swanson Liber 10512 cp 409 Janet T. Swanson died 8-27-00 a resident of Suffolk County leaving Dorothy I. Abbott. Dorothy I.Abbott Dated: 9/28/2001 To Rec'd: 10/15/2001 Thorndike Williams,Jr. Liber 12147 cp 007 Thorndike Williams,Jr. Dated: 11/10/2011 To Rec'd: 11/21/2011 Pasquale Anthony Deflore Liber 12677 cp 167 LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC BY: SANDRA J. GOLLrSKI Sworn to before me this 29th day f December, 2011 Notary Public WJ ANN HILL Notary Public,State of New York No.5032468Unty <-D M rn_ P �// 24 Commerce Dtq'�`E*�rolltacaod T.ew-York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title n; I INSURANCE SERVICES,LLC PREMISES NORTH: SOUND VIEW ROAD PREMISES EAST: 1000-015.00-03.00-032.000 Joseph E. Kosits Dated: 9-9-85 To Rec'd: 10-22-85 Rose Ann Kosits Liber 9897 cp 599 Rose Ann Kosits Dated: 12-19-00 To Rec'd: 1-16-01 Geoffrey and Claudia Claxton,his wife Liber 12097 cp 23 LAST DEED OF RECORD PREMISES SOUTH: 1000-015.00-03.00-036.002 Carole Anne Klopotowski and Dated: 11-16-89 Chester J.Klopotowski, as executors of Rec'd: 1-22-90 Chester Klopotowski Liber 11003 cp 375 To Barbara A. Kuhn LAST DEED OF RECORD PREMISES WEST: RYDER FARM LANE FIDELITY NATIONAL TITLE IN URANCE SERVICES,LLC BY: SANDRA J. GOL SKI Sworn to before me this 29th day of December,2011 Notary Public ANN DILL Notary Public,State of New York No. 3 Suffolk Qualified in Suffolk CountyaO/ Commission Expires August 29, 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: F12-7404-88909SUFF District: 1000 Section: 015.00 Block: 03.00 Lot: 033.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk and/or the Suffolk County Registrar for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE COMPANY certifies that the above-captioned property has been in single and separate ownership Pasquale Anthony Defiore and his/her predecessors in title since prior to 1/01/1997 except as follows: (see attached chains of title) No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousands Dollars ($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: December 17, 2012 FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC D ECE � � � SANDRA J. G LESKI Sworn to before me this DEC 18 2W 17th day of December,2012 BLDG.DEPT. TOWN OF SOUTHOLD Notary Public JUNE SSATr WHY RM0,Sh to at NOWYak No.4793043 QueiHfed in SuRdk CMMW Tetra E May 31, 24 Commerce Drive 9 Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 t . Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. F12-7404-88909SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) SANDRA J. GOLESKI,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM 1000-015.00-03.00-033.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1/01/1997. SUBJECT PREMISES: 1000-015.00-03.00-033.000 242 Associates Dated: 12/21/1987 To Rec'd: 1/12/1988 Janet T. Swanson Liber 10512 cp 409 Janet T. Swanson died 8-27-00 a resident of Suffolk County leaving Dorothy I.Abbott. Dorothy I.Abbott Dated: 9/28/2001 To Rec'd: 10/15/2001 Thorndike Williams,Jr. Liber 12147 cp 007 Thorndike Williams, Jr. Dated: 11/10/2011 To Rec'd: 11/21/2011 Pasquale Anthony Defiore Liber 12677 cp 167 LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC BY: . ANDRA J. GO ESKI Sworn to before me this 17th day of December,2012 f JUNE SCOrr Notary Public NOUWYPuof Now Yolk No.4783043 MOW to 8uNk Coun4y TOM Eames May 31,�© 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 =' t Fidelity National Title INSURANCE SERVICES,LLC PREMISES NORTH: SOUND VIEW ROAD PREMISES EAST: 1000-015.00-03.00-032.000 Joseph E.Kosits Dated: 9-9-85 To Rec'd: 10-22-85 Rose Ann Kosits Liber 9897 cp 599 Rose Ann Kosits Dated: 12-19-00 To• Rec'd: 1-16-01 Geoffrey and Claudia Claxton,his wife Liber 12097 cp 23 LAST DEED OF RECORD PREMISES SOUTH: 1000-015.00-03.00-036.002 Carole Anne Klopotowski and Dated: 11-16-89 Chester J.Klopotowski, as executors of Rec'd: 1-22-90 Chester Klopotowski Liber 11003 cp 375 To Barbara A.Kuhn LAST DEED OF RECORD PREMISES WEST: RYDER FARM LANE FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC BY: SANDRA J. GOL SKI Sworn to before me this 17th day of December,2012 Notary Public JUNE SCOTT Notary RIWQ.Stale of NewYok No.4Pu33443 /. Qualthd In Suffolk County Terni Explrea May 31,L&OI J 24 Commerce Drive 9 Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 - (c-bfn1r. P6"a-r LSscaeO Car [S r3 „ -- - - L, C`rlL�c L --t'-n2r rr- --- --- - .- , Com?-- _- }}..--__--• I ALP - _ - -�e�2.1 �G•t� �=bt.1._c�c,�:5enl� _P��45�N.�__=____-----.. _-•- - __. _ --1 t�c zj�'b i SLY gook- A Q A t LA88 - � ---'c� �►.� 3�LiTY a_S cc3d 4DbrYc�,�1�c V7 A-L.Q"!6- S" '�Pam. o��pF SO�r�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 COU BUILDING DEPARTMENT ' TOWN OF SOUTHOLD Pasquale DeFiore April 7, 2015 259 Harrison Ave Miller Place NY 11764 Enclose is a highlight copy of your Health Department Approval R10-11-0045. In order to continue with this project you must renew and submit an updated Health Department Approval to the Building Department. It is unlawful to occupy or use said structure until a Certificate of Occupancy has been issued. Please contact our office with any inquiries. Thank You, ` ' Southold Town Building Department Verity, Mike From: Jeff Claxton <jdaxton17@aol.com> Sent: Monday, September 21, 2015 10:02 AM To: Verity, Mike Subject: Fwd: Retaining Wall at 110 Soundview Road, Orient Sent from my iPad Begin forwarded message: From: Jeff Claxton<jclaxtonl7(a,aol.com> Date: September 20, 2015 at 4:03:13 PM EDT To: "JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US" <JAMIE.RICHTERa,TOWN.S OUTHOLD.NY.US> Subject: Retaining Wall at 110 Soundview Road, Orient Dear Mike, The final grading is underway on the retaining wall at 110 Soundview Road, along with the addition of a fence and planters. The grading has removed approximately 2 feet of soil at the property line allowing for more drainage and runoff onto my property. The water comes under the beams, and now through the space between the boards, bringing mud, sand and stones with it. I was told after the last incident, that the runoff need not be fixed until the final grading is completed and that a certificate of occupancy would not be issued until the situation is remedied. These boards are rotting after 2 years and the problem is getting worse. I've enclosed a sample of photos that illustrate the current condition. Thank you for your attention to this matter. I will follow up with you shortly. Jeff Claxton P.S Enlarge first photo to see how water is POURING through the "retaining" wall! i Southold Town Building Department �o�g�EfOl��oGy P.O.Box 1179 Permit#: 41507 Ej 53095 Main Rd o • _ Southold,New York 11971 Permit Date: 4/7/2017 1y �ao� (631) 765-1802 Expiration Date: 10/7/2018 Parcel ID: 15:3-33 BUILDING PERMIT RENEWAL LETTER Dated: 5/21/2019 Applicant: GPMDE Inc Location: 110 Sound View Rd.,Orient Work Description: SINGLE FAMILY DWELLING Construction of a New Single Family Dwelling replaces BP#39646 A FEE OF$1828.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: GPMDE Inc Address: 259 Harrison Ave Miller Place,NY 11764 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold.Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. r. . Nunemaker, Amanda From: Nunemaker,Amanda Sent: Tuesday,August 17, 2021 3:45 PM To: 'John Pschenica' Subject: RE: 110 Soundview Hi John, This looks great,you can submit a copy of that site plan 9 As a reminder,wrNmee a renewe C-H'C1 a°p royal be r f c release he amendmenf.wJohn,the building inspector said we are just waiting on arath,erf�a-1 inspection d an ere–c't�TicalrinspeZ�r on. He said to set up both inspections the same day so both of them can go to the house together. We also -1 -esrgtr - -T e p Mmber. - - -V-e e e-�vFrom:John Pschenica<john@darkroomarchitecture.com> Sent:Tuesday,August 17,202111:09 AM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Subject: Re: 110 Soundview Good Morning Amanda, I guess I was a bit too ambitious,thinking that I could turnaround a plan revision while on family vacation. I also didn't have access to the proper files, so, sorry for the delay. Please find the updated plot plan as discussed, utilizing the Local Law 9 of 2021 to show the primary and secondary front yard setbacks. This is a pretty large file, due to the raster image, so it may take some time to load. If this looks good, let me know and I will print out(2) copies and mail to you. Let me know if you need the entire set printed, orjust these sheets, also, I believe that you all prefer USPS over FedEx if I remember correctly. Best, John J. Pschenica RA, NCARB, LEED AP C:917-513-5791 1 `Y II + D 5 � On Thu,Aug 12, 2021 at 9:37 AM Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us>wrote: Hi John, Before you print out the original sets, send me your draft so I can make sure everything looks good to go. There is a local print shop right in Southold called Ink Spot. I Yes, it will be very nice to finally close out this file! From:John Pschenica<lohn@darkroomarchitecture.com> Sent:Thursday;August 12, 20219:16 AM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us> Subject: Re: 110 Soundview Thank you Amanda,this is good news. If I'm understanding correctly, I should update the plot plan on my plans to show the 40'-0" distance to from the prop lines to the foundation. I'll show the 20' set back on Ryder Farm Rd and call out the other stoop as 5'x6' (which it is) so that it is ok within the 40'setback on sound view. Should I print out 2 new complete sets (or just the revised cover sheet) and send to your attention? 2 ' If there is a local print shop that can do it, I may be able to take care of this while I'm out in shelter island this week, otherwise I'll print and send via USPS when I get back to the office next week. Thank you for your time and consideration in this matter. It will be so nice to be able to get this closed out for my client. Best, John J. Pschenica DARKROOM Architecture Design PLLC On Aug 10, 2021, at 11:24 AM, Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us> wrote: Hi John, The foundation location survey shows the house being in a conforming location so you should use that survey. Have the setbacks go to the foundation, not the roof overhangs/projections. You can use Ryder Farm Lane as the secondary front yard in which only a 20'front yard setback would be required which will fix the issue with the entry way setback. From:John Pschenica<john@darkroomarchitecture.com> Sent:Tuesday,August 10,202110:05 AM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us> Subject: 110 Soundview Good morning Amanda, Thank you for your time this morning. As discussed, please find the attached photos, showing the planters along the street. These were discussed with John at the time of his inspection and it was determined that these could remain,with the fence since that is less than 4'tall. The arbors and gates will be removed, and actually may already be removed. 3 I also included the latest survey. I noticed that the octagonal shaped portion of the home that showed 40' in the ZBA decision is shown at 38.9' in this survey due to a cantilever. Is there any provision to allow for a cantilevered level? I know that there are typically provisions to allow for projections in town codes. Also,the stoop on the Sound view side is 5'x6', so if that were the primary entry, and the code allowed for projections,then maybe the Ryder Farm Lane side could be reduced to 20' setback and that stoop could remain as-built. Please review and let me know your thoughts. Thank you, John J. Pschenica RA, NCARB, LEED AP C:917-513-5791 i E i ORD sin ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 4 D i i ov'e- ° ��a .So��dvl�� s7-�- O�•�� � -�- 6��• o �."n`''r`-�l, ,bldg- �e�rn4� ������ X33 1�z cle o dct Gfvw p. y, „ t,� sc �_ei- � . aJ- 3�• �v�� �'G.n- V'c'�-� i��°�" V tom' -,. xX-!tt Sed. a 0- 10 ea r a Amanda Nunemaker Building Permits Examiner Town of Southold Building Department 54375 RTE 25 Southold, NY 11971 Re: 110 Soundview Rd. Orient, NY11957 Amendment to Permit#43833 Date: August 18th, 2021 Ms Nunemaker, .l' As discussed, please find the attached (4) sets of the revised Plot Plan (sheet A11.1)for 110 Soundview Rd in Orient, showing the primary and secondary front yard setbacks. Best, e -John J. Pschenica RA, NCARB, LEED-AP DARKROOM Architecture Design PLLC 5 Windsor Rd;-Great Neck, NY 11021 917-513-5791 (�'�,, PCH142 RZ.101M ! �"`� V� so 5 WINDSOR RD,GREAT NECK,NY 11021 PIPE ��� 917-513-5791 �" INFOQDARKROOMARCHITECTURE.COM �F.(y�r F� {��A't THIS SITE PLN IS NOT A LEGAL SURVEY. SITE PROPERTY INFORMATION WAS PROFESSIONAL OF RECORD: �{ RGI. YT&L OBTAINED FROM SURVEY PREPARED BY:JOHN T-MEFZCFR DATED:MARCH 27th i RR 2013,VAUDATED BY TOWN OF SOUTHOLD MARCH 2Bth 2013 FOR FOUNDATIONS, I - ARBOR t] ��, b.1'N � AND UPDATED JUNE 20,2019 REMOVE(E)ARBOR STRUCTURE AND GATE O.31S [� 4rw PROPERTY OWNER TO OBTAIN FINAL SURVEY PRIOR TO ISSUANCE OF CERTIFICATE OF / EKED Aq� I fF OCCUPANCf { co,�=�P�MPs�rF•� I A 0. ! WE AP ! wasps .,k g, � I 4jEOF NE�N•IO I 111'y2! PLAIITER 0.2"S ry� C��t�y OR .PROJECT: w/GA5 � D fax � s Loi , C >� o AA c �— fps c n ` . m '2. STN. F,�, .� m PLANT .,-0J!r� HOUSE & tttti _ CCC+ E e` l R;/ h" '�aARAG It A17: .UNDER '°'`,A,ift)t �� '�LSl� f E`er' POOL SHALL BE EQUIPPED WITH A SURFACE ALARM CONFORMING MITI ASTM FR208 _-_ CD �l .- m o - izsE�a: _ ' _STE - Al . L 83X 0 w . : IT! z cA� ARM- -l— ,-, 4YER{3J�12G `"" p .d� wfGATt ( ppR. V , . z VER' : ; z rn . rawARBOR ` cn cn r REMOVE(E)ARBOR STRUCTURE AND GATE 1� f� PA :, PIPE..: f �-ARSONrn w{}06:.FEh7ISSUED: Is t DRAWN BY: i2E1, wAl l ..` PIPS RST. }e POOL . Q..oJa €;E' VALL -MAP.' SCALE: r. d.L E—w ui .> . REVISIONS: Al BD COMMENT 8/10/21 A A T PLOT PLAN Z SHEET: FINAL BASEMENT LAYOUT I I A-11 .1 JANY ALTERATION OR ADDITION-TO THIS SURVEY IS A VIOLATION The lactation of dells and cesspools 'i - $CDMS Ref.* RIO-11-0045 OF SECTION 72094 OF THE NEW YORK STATE EDUCATION LASS/. , shown her on are from field observation ! PROPOSED EP 11'- S?�S TEM LOT COVERAGE `� 5,.�; EXISTING EXCEPT AS PER SECTION 7209 - SUBDIVISION 2 ALL CERTIFICATIONS and or Irdm data obtained from others. (5 BEDROOMS)(;:ARA..iiF_ --'771 HEREON ARE VAL10 FOR THIS MAP AND COPIES THEREOF ONLY IF ,SAMITARY FACiL.:7ES' HOUSE 23 76 SOFT SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR Therefore their locations and or c istence - GARAGE 576SOFT WHOSE SIGNATURE APPEARS HEREON is not -guaranteed. �N PROP DECK ,I - 2000 got 10'0 x 4' Llquid Depth SEPTIC TANK - 2952 SO.FT. & ADDITIONALLY TO cCOMN✓9 PLY TH SAID LAl�' TERM ' ALTERED BY " D6 +yp• - � V`�� 1" 104 # 16' dasp L�Cd'iNG POOL WITH DOME WITHMUST BE USED BY ANY AND ALL,SURVEYORS UTILIZING A COPY over SARI) (SW; COLLAR BOTTOM 3' mb ABOVE CROS` STOOPS 442 SOFT. OF ANOTHER SURVEYOR',S MAP. TERMS SUCH ' INSPECTED ' AND C. od WATER 3394 SO.F1 . 'BROUGHT - TO - DATE 'ARE NOT 1N COMPLIANCE WITH THE LAK. �� 3394L20794' = 16.3% � PROP POOL O 661 SFT CERTIFIED TO, pWEti yAG w {, RAIN RUNOFF CONTAINI�IENT. •�6fi1+020?'94 = 3.2% �5 �• HOUSE 0656 sq,11. c.Pr RECEIVE® 19.5 FIDELITY NATIONAL TITLE • • ° DRIVEWAY E 610 sq \ i WAY APRON \1 INSURANCE COMPANY OF NEW YORK ! 120 sq./f. JUL 201 THORNOIKE WILLIAMS 3366'sq ff. 16 el 35•� 33 -I # 0.17 = 576 cult. . DRIVES"MAY 2667 sgft. PATHS 8-PATIO '371 sq.11 50kRD OF APPEkLS ' IE 3038 x0,75. 0.17- 387 call. - 963 c fI 35 i ® _ . VF OO. ` e1 ^FND tr L PROVIDE'' 2 l010 9Ws I am familial' with the STANDARDS FOR APPROVAL X35• PIFF oar! I - Ie'DCEP' AND CONSTRUCTION OF SUBSURFACE SEWAGE uwv r DEEP DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ���►-' and will abide by the conditions set forth Ihereln and on the permit Io construct. ' o12400 E. ANi ` MON ���, S•. i a FM SURVEY OF -. el3G.9 c 1 7- CbQG prof - r ® L—O T 66 • I L b -C movea' o �. Zoe• cgs "'MAP OF ORIENT BY THE StA"- SECTION/ TWO .6 1 FILED-OCT. 26,_1961 FILE NO 3444 ti N �4 T ORIENT POINT � CONC. �+ h'p �. - PfRR �o 3° �%('S�` OW `} ���® Y Y-/19 OF V®�J TI E®L �` y FOLK COUNTY, I. Y - prop.s�� '•�: ,i ' 1000 - 15 - 03- 33 sO�• F f lLMAP SCALE-l" = 30' N. CnT S' +0. ZBA�yREV UGY'21 k2011e4IEY Ai , (REVISimsi �� ®ECiION % MaPCt2 ,OZIg' , "(REVIS10Ns1 r4PRi� ' S APRIL D, 2012 (r•etfld-15193) DATED 1 f MARCH 27, 2013 (lo�ndallonl' JU Y_ 015_ (REVISIG � CON- 0 b FOU-NO.- LM a ND. 1 / ¢^ - e.l 3�7 FAD -- C1360_ f:^t _J; r 34.5 ,sG^�v oj 2,50� OCC�ELLIAIG e/ 34.5 f'" y ?2 . i� D. well over 150' POLE s se°26'ootl W. 90.00' N.Y.S LIC. NO. 49618 ,MT i LOT 0� C.P. se• N 1 L EYORS, P.C. f C.P. DWELLING - ( � - 5020 FAX (631) 765 - i 797 DWELLING I' i LOT �,� P. 0. BOX 909 fREi4 = 2® 754 S` . f f. 1230 TRA VEL ER STREET well over 150' well I SOUTHOLD, N.Y. 11971 87 - 838 ' 4 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOL ATION The local/ons of wells and cesspools OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.', shown hereon are from field obserValions PROfsOStO -: "a`' ,'YSTEM SCDHS Ref.# /f� f� �n U;� _�� �s�b� Re �uY g-ori - EkCEPT AS PER SECTION 7209 - SUBDIVISION 2 ALL CER TIF/CATIONS , rG �- ,�I � and or from dela obtained from others. ABEDROOFAC16APA& 717W PERM41T FOR���'�a',�6`�'l-OF�;'�;;1,�;: �';'� ����� HEREON ARE VALID FOR THIS MAP AND COPIES' THEREOF ONLY lF ,, , ;-- SAID MAP OR COP/ES BEAR THE IMPRESSED SEAL OF THE SURVEYOR Therefore /heir /ocalions and or ey/slence �flti�i�� � y yg- tl P WHOSE SIGNATURE APPEARS HEREON. - is not guaranteed 7 2000 got 10'i x 4' Liquid Depth SEPTIC TANK F ADDITIONALLY TO COMPLY WITH SAID LAW TERM ` ALTERED BY ' DWEI'1"1�G ® WELL - 0 x C'7 OF ANOTHERMUST BE ED BY ANY AND ALL SURVEYOR' IAP. TtRMS SUCH-` INSPECTED UTILIZING A 'AND C.P.OPY over 150, I 3' SAND I BSWIpLEA CH&S COL AR BOT®OM 31 mlh AAB�E GRO G` BROUGHT - TO - DATE ' ARE NOT IN COMPLIANCE WITH THE LAW. WATER _..._.:•� .~ �' INS App1Zov-D LV.(.t,.sZ ...._�-_ RAIN RUNOFF CONTAINMENT CERTIFIED TO: •, � DWE50L' '. - �, �. ✓� P.. HOUSE 2656 sq.11. �� ., FIDELITY NATIONAL —71 TLE �, • GARAGE 610 sq.f1. �•�'eti. ? -, s,f4 INSURANCE COMPANY OF NEW YORK DRIVEWAY APRON �� THOR D l2O sq.1/. .,.Hla <� R THORNDIKE WILLIAMS .. ®. Rte, »_�. �.,.�. v, : 3386 s f/. QOM 67�"f'�.'��=A���PROVAL eL 35•� _.3366 X I X 017 9576 cu.f1. C;t�I,zC DRIVEWAY 2667 sq.ft. Vv PATHS 9 PA TIO '-37/ sq.f1 a , � ��j� � �� /036 X0.:75-X 0l7 - 387 cu.ft d/ MELL 963 cuJI 9603/68.4 - . VF } FFICPROVIDE • 2 = 10.0 D.Ws l am familiar with the STANDARDS FOR APPROVAL 135.00" oPN I - 10'DEEP AND CONSTRUCTION OF SUBSURFACE SEWAGE P o.►'w I T' DEEP DISPOSAL SYSTEMS FOR SINGLE FA MIL Y RESIDENCES and will abfde by the conditions set forth /herein and on the permit to construct '40e/35.7 N E• t �, P � O MON e O st e N3G 7 A dP i®S, Z SUS?VEY OF LOT 66 =' _ o Zo•�' "MAP OF ORIENT BY THE SQA"- SEC TOM TWO �. O , o' _ 40' to @ '.m+ 16.ine(s) o 9�SI?�^f?C FILED OCT. 26, 1961 F/!ENO. 3444 �� _ N TBS ! _ A T OR/ENT PINT 40 �s _ - , - � F`�TO WN OF SOUTHOLD To Sched"le ,nspedlon(4 � •. ,J sr SUFFOLK COUNTY, N. Y. 1000 — 15 — 03— 33 ST ` m �$ �, SCALLS 1" = 30' 4. OCT 20, 1967 QQ �A• - \q ,o. 3 T� AUGUST2/s8 2011 , 201/ (REV1S10NS) �• T _ ` ti � � MARCH 20, 201'9'.-lr.vitao�atl . �1�` APRIL 3, 2012 IREVlS10NSj_ APRIL 9 2012 ft�+r1 ve►at1 '" _ 0 4p. " PROP. ✓ �' ����a� Q.- N GAP: J O �� TSP 1.3� C.P. � �� �°+ ;15«i � ;"�• FW FLIT DW '/ ^ - -EL 35.6FND `lO'd 01 PIPE ON 1AM 13 2012 34.5 2 5 DWELLING '. '! g� � �' � 1 POLE S 88026'00" W. 90.0 S. well over -... b"r;� F GT. 0' er 150' ,ti�. 4c - LOT 79 �4 `l�li' �,�L°'lC. N0. 49618 C.P.i� _ ss• . , "? DWELLING ECONIC U EYORS, P.r DWELLING CP LOT 6® I P.3O. 765BOX 90020 FAX i63/l 765 - 1797 weld over Iso• well AREA = 20,794 sq. ft. 230TRADVELER STREET ANY ALTERATION OR ADDITION TO THIS SURVEY/S A VIOLATION The locations of wells and cesspools ! - SCDHS Ref.# RIO-11-0045 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. , shown hereon are from field observations PROPOSED S•EP 1"C .57YSTEM EXCEPT AS PER SECTION 7209 - SUBDIVISION 2 ALL CERTIFICATIONS and or from data obtained from others. (5 BEDROOMS)(GAitAUL" WITH HEREON ARE VALID FOR THIS MAP AND COPIES 4 THEREOF ONLY IFTherefore /heir locations and Or existence FAClL;?7ES) SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. - is not -guaranteed. 7 - 2000 gal 10'0 x 4' Llquid Depth SEPTIC TANK ADDITIONALLY TO COMPLY WITH SAID LAW TERM ' ALTERED BY ' p>NELLINGI54' ® WEU 1=: 104 x16' dee LEA.(:�iNG FOOL.WITH DOME WITH C.P.MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY over 3' SAND (SK COLLAR BOTTOM 3' min ABOVE GROUND ` OF ANOTHER SURVEYO)?S MAP. TERMS SUCH " INSPECTED " AND WA TER BROUGHT - TO - DATE 'BARE NOT IN COMPLIANCE WITH THE LAW. LAG RAIN RUNOFF CONTAINMENT � CERTIFIED TO, owES' ` 40- HOUSE 2656 sq./l. FIDELITY NA TIONAL i 1TL,fr G'P• •. GARAGE 6/O sq./l. INSURANCE COMPANY OF NEW YORK DR/vEwAY/ZOR qNl THORNDIKE WILLIAMS338e'sq./1. 0 135 •3386 x I x 017 = 576 cult. DRIVEWAY 2667 sgf1. U PATHS.9 PATIO `371 sq.ft �� 303B l't 963 x0.:75- 0.17.- 387 co 11. , 35 l 0 cu. e I 963/68.4 - . VF �� FM) ��� PROVIDE 2 /0'0 AWS l am familiar with the STANDARDS FOR APPROVAL 4_1135.00 r e�F 1 -'I O'DEEP AND CONSTRUCTION OF SUBSURFACE SEWAGE Com' p�20 L o 1W t ' T' DEEP DISPOSAL SYSTEMS FOR SINGLE FA MIL Y RESIDENCES W�" \ and will abide by the conditions set forth /herein and on the e/357 c� permit to construct. A .40" E , N. \ D MON FIN 3�, SUR VEY OF � m � \ 1 ® L.O T 66 to o �- `� "� Zo.g ,'4 • "MAP OF ORIENT BY THE SkA"- SECTION TWO FILED-OCT 26, 1961 AL-ENO. 3444 40.0'— AT ORIENT POINT CONC1 3 � rPTO WN OF SOUTHOLD 40.x.,- \ Cr a 4�✓O r `sr cd- SUFFOLK COUNTY, NY 1000 - 15 - 03- 33 SCALE 1" = 30' .00T. 20, 1987 l0 { ~ f JULY 2l 2011' AUGUST 1&, 2011 (REViS101vs) � MARCH 22, 2012-(r•viaiansJ APRIL 3, 2012 (REVISIONS) O ----ais- -- �' \` APRIL 9, 2012 fa•®vistonst 24.0' j" MARCH 27, 201.3 (1oundatlon) V. CONC. \ u ® O. a FOUND: \ f.3� C.P.,- NEy{o� V 34 34 34 34 FM 0 O• PIPEW. �� r•�'(y ' _ O • �r F� 1 12 DWELLING POLE p J' $• 2 well over 150' MAR 2 7 Ola S 8°26'00" W 90.00' LOT 79 �� ~= y-a' N.Y.S LIC. NO. 496/8 P./ 68' SID.49618 �, S► +rP CONIC U EYORS, P.C. DWELLING FO( rl�S� 63/1 765 - 5020 FAX (631) 765 - 1797 BLDG. DEP?. 7� P. 0. BOX 909 DWELLING TOtN;!O(joU?F0!.D ( ' ) LOT 80 1230 TRAVELER STREET well over 150' ll AREA = 20,794 sq. ff. 'SOUTHOLD, N.Y. 1/97/ we 87 - 838 C 15 RECEIVED IN, 3D- JAN 10 2022 SCDHS REF.# RIO-11-0045 SURVEY OF PROPERTY �T? gsrC D g�. SUFF.CO.1ac•LIli SEFMCES AT ORIENT POINT �' iTi(jY E c�C+c-s':ii5 NlyLf� OFFICE Of vvASlEIV/1iEf1"'GT' TOI/lY OF SO UTdi OLD cE MILLENNIUM To: SUFFOLK COUNTY, N.Y. MILLENNIUM ABSTRACT j WISDOM VENTURES 1000-15-03-33 SCALE- i'=30 P.fl 135 p0 °°c JULY 15, 2015 RQ MAY 6, 2019 NOTE: v�E au"`a - m.MI L 01.1+ JUNE 20, 2019 (ANAL) SUFFOLK COUNT! DEPARTENT OF HEALTH SERVICES rjOVN� a•"" AUGUST 27, 2021 (REVISIONS) APPROVAL IS FOR THE DWELLING ONLY AND ANY FUTURE °' N SEPTEMBER 20, 2021 (REWWONS) WATER AND SANITARY CONNECTIONS WALL REQUIRE AN +L � OCTOBER 12, 2021 (REVISIONS) APPROVAL BY THE SUFFOLK COUNTY DEPARTMENT OF �1 HEALTH SERVICES OTS / o, OCTOBER 6, 2021 REWS10NS LOT COVERAGE / /°yam o OCTOBER 6, 2021 (REWS/ONS) AREA 20794 SOFT. o0N � v. / ' S i JANUARY 04, 2022 (REWS10NS) HOUSE, GARAGE UNDER -2460 SOFT. 1 e GARAGE - 597 SO.TT. ` j ® R. SUFFCULCOJtTYCEFAATMTNTCrHE THSERVICES FSTRUCTURE R/0 68 SOFT. POOL - 684 SOFT• W e +1r A PRCvAL CF CO'S�FUCTELl VljftICSFCR RAISED DECK - 326 SOFT. \ �: , za °� • tws� PLANTER BOXES -2z9 � f ASNGLE F+ LY RcSICEILC6 o s� A I z z, +ZIP-I I-OoK 5 4135/20794 - 19.9R 400, - T� C q.,, STY. FR, Tt:.ted76+L•:,�;31 Ef[y�.�5:G_y}/CY..t3 CI Ula L':LC•LI h317IM:1 �, 2 HOUSE de a„� `p AC L^.Specad:tsCY-cer,'.ra op cl:s D.y-..:r.-ria eY_r0 X10 found 12 SEPTIC 02 ET GARAGE UNDER m,, k wm toatsa:-ryFOR AIl1JOt.:U'.`F, 7 6ED'n00.':S. T \ AD•�/ d•A. F*ST.11L w1 /� KEY R+S!V[ht LL 30 L (J .A, .g. vuu+la+ Tz�. Q e REBAR // c I s+'+ ^ .0 .. 3T 13.6' 2J.6' a`IT ® EC e 1 Craig I tiepper,P.E..Cine KlZl Yowua: i` a<b Tp 3A-,�:namen; - STAKE LP 49' JJ' 9 - TEST HOLEW$1_LOCATION °yrL i coo • - PIPE .A. .e fT1 ° (�i .g �.� a WE too,- -Y / a.i ■ a MONUMENT fl6' 145.3• y? STY. vyt /�.ISO• 9010 N v we a¢ r yr $03. R" wn.wa- I+£RAND FLAK (n p yy(wa CARACC ` - 1$1• M pP' 7•t cUj- U77UTY POLE p °•s vv'�¢ aiT•�!j U4 oar D.EVATIONS RVlRENC£D TO NAW 88 b y �12yC� 11 RR..,,LL F®C RC1.wKL Rw UT 9D.0�•>s.1L [poop. t LOT NUMBERS RETER TO mAP OF ORIENT BY THE SEA-SECRON TW O"FILED IN oL c-w Sg$26�00�9 o3'R THE SUFFOLK COUNTY CLERK'S OFRC£ON OCTOBER 26. 196 AS RLE Na J4," THE LOCATIONS OF"us AND CESSPOOLS SHOW HEREON ARE TRW RELD OBSERVATIONS AND OR FROM DATA OBTAINED FROM OTHERS THDUTORE THEIR LOCATIONS AND OR L?OSTENCE ® .��OF HEe4y IS NOT CUARANTE£D. I an (a Xcr.11h Ne STANDARDS FOR APPROVAL AND CONSTRUCTION Or SUBSURFACE" G� SEWACE DISPOSAL SYSTEMS FOR SINaC FAMILY RES7DENCES and wAl oblde by tho candiNons set lath than!*and an the Permlf to cansWat. The location or wells and cesspools shown hereon are Nan field observotlons and or from data obtakwof from othem LIC NO. 49616 ANY ALTFRARON OR ADDITION TO THIS SURVEYIS A NOLtTION OF SECTION 72040 WE NEW AREA= 207'94 SO. FT. (6 765-1797 YORK STAI£FDUCATIONd LAW. EXCEPT AS PER SECTIOV 7209-5lBDIVISION 2 ALL C£R7IRCARONS • P.O. 09jw(p,�cjl) HEREON ARE VAW FOR TMS MAP AND COPPES THEREOF ONLY IF SAID AIAP OR COPIES BEAR TRE 1230 TRAWLER STREET pq 1LPRESS£D SEAL OF THE SURInW RHOSE SIONATUR£APPEARS HEREON. SOUTNOLD, N.Y. 11971 —83& RECEIVED � JAN 10 2022 SCDHS iq,F.# R10-11-0045 SURVEY OF PROPERTY SUFE. C, . HEAUFH SERVICES AT ORIENT POINT OFFICE OF VVAS 1 EWATER MGT. CERTIFIED TO: TO WN OF SO UTHOLD MILLENNIUM ABSTRACT SUFFOLK COUNTY, N. Y. WISDOM VENTURES 1000-15-03-33 00 SCALE 12=30 ?OPO 135• PIPE JULY 15, 2015 NO TE. ®vfa�� R MAY 6, 2019 vN P RET. WALL JUNE 20, 2019 (FINAL) SUFFOLK COUNTY DEPARTENT OF HEALTH SERVICES SO CRs 0 '4W AUGUST 27, 2021 (REVISIONS) APPROVAL IS FOR THE DWELLING ONLY AND ANY FUTURE PP WATER AND SANITARY CONNECTIONS WILL REQUIRE AN ,40„E e�,�R / WELL SEPTEMBER 20, 2021 (REVISIONS) APPROVAL BY THE SUFFOLK COUNTY DEPARTMENT OF •12 / OCTOBER 12, 2021 REVISIONS HEALTH SERVICES N�1 PLANTER / o OCTOBER 6, 2021 (REVISIONS) LOT COVERAGE °.2'S R / R �, e� o e OS OCTOBER 6, 2021 (REVISIONS) AREA 20794 SQ.FT. �1 MON. w / s 0 JANUARY 04, 2022 (REVISIONS) � 51EP5 AVER HOUSE, GARAGE UNDER =2460 SQ.FT. ` o GARAGE = 597 SQ.FT. FR. STRUCTURE R/0 = 68 SQ.FT. Z ` Lar as Lar SUFFOLK:COUNTY DEPARTMENT OF HEALTH SERVICES SjV?SRAISED DECK = 326 SQ.FT. R20 �' pvERS o APPROVAL OF CONSTRUCTED WORKS FOR RAISED PLANTER BOXES =2292 SQ.FT. C W% Sees i A SINGLE FA ' LY RESIDEiv`CE Rafe i CANT. a �” ZZ H.S. Ref.No. Z10- 11-0045 4135/20794 = 19.9 _ � � � _ � � 43 6' -o - 40.0'. ��? M \\ %^ ��� Q 3 2 STY. FR. '74The sewage disposal and water supply facilities at this 1OCation have been PLANTER �`OW; R�0_ 3' HOUSE & ^� AC Inspected and/or certified by this Department or other agencies and found to 0.2'E n �' UNITS 35.8 v, ■ GARAGE UNDER DW) �oDN 1 be satisfactory FOR e� If�SU6lII OF; 7 BE®R®OMs. A FIRST FL.EL. 40.1 . O KEY SEPTIC «CA�N \ / BASEMENT EL. 30.6 3 RI Q. = REBAR ■A■ .B. PLANTER, / s �, SEo ® = WELL ST 15.s' 23.s' / I.E.D� m ,06 Sf�0��, �, Craig Knepper, P.E,, Chief LP 49' 33' r o OVERHANG. R?00 Rf „"_'� ernent A = STAKE \ NEw wALL ; P> PAVER PVE = TEST HOLE LC�AT�N DRIVEWAY 27.5 DRIP WA CBO �o� .N0p0 fEN 8' � �j Z 2 ARBOR / • = PIPE 'q• 'B' 41.4' EX \ ■B■ 24.5' �J W GATE P0p1 ■ = MONUMENT 116' 145.5' PAVER �� STY. Coo PIPE 150' PAVER ' = WETLAND FLAG DRI VEwA DRIVEWAY CARA PP R� WPu"w0p0 FEN' RET. WALL� 00 / �Q� = UTILITY POLE 24.5 e?NEER Rte. QSl- o.2'w j N O Ldo ELEVATIONS REFERENCED TO NAVD 88 WOOD FEN: `° 'PIPE0 57T A2'S �\ Lar rsa RET. WALL PIPE REr. WALL 90,00 POOL LOT NUMBERS REFER TO "MAP OF ORIENT BY THE SEA — SECTION TW 0" FILED IN o� E-WUT/P LE RET. WALL EQUIP. S88-26'00!'W 0.3'N THE SUFFOLK COUNTY CLERK'S OFFICE ON OCTOBER 26, 196 AS FILE NO. 3444. -THE LOCATIONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS ' AND OR FROM DATA OBTAINED FROM OTHERS THEREFORE THEIR LOCATIONS AND OR EXISTENCE Lar eo ��OF NEgv IS NOT GUARANTEED. b� T•HT1 0` l am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions , set forth therein and on the permit to construct The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. .S LIC. NO. 49618 C C. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209OF THE NEW AREA= 20 . (63 _ (631) 765-1797 YORK STA TF EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS ,794 SQFT. P O. L9Q8 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE 1230 TRAVELEI? STREET IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 87--838 SOUTHOLD, N.Y 11971 REScheck Software Version 4.4.3 i Compliance Certificate p Project Title: New 2 Story Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Glazing Area Percentage: 34% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 110 Soundview Avenue DeFiore' Louis Schwartz Orient Point,NY 110 Soundview Ave Tiderunner Engineering,&Design,PC Orient Point,NY 7 Ridgewood St Bay Shore,NY 11706 IN 11111 1 1=11 ..- . Compliance:1.3%Better Than Code Maximum UA:718 Your UA:709 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. • Ceiling 1:Flat Ceiling or Scissor Truss 1058 49.0 0.0 28 Ceiling 2:Cathedral Ceiling 1059 38.0 0.0 29 Wall 1:Wood Frame,16"o.c. 4495 21.0 7.5 116 Window 1:Vinyl Frame:Double Pane with Low-E 1083 0.310 336 Door 1:Glass 438 . 0.310 136. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2472 38.0 0.0 64 Compliance Statement. The proposed building design described here is consistent with the buil Ing plans,specifications,and other calculations submitted with the permit application.The proposed building has been d ' ed to eet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to comp ith the an ato equirements listed in the REScheck'Inspection Checklist. Louis Schwartz ^,� Name-Title Signature Date �\J0;' n ' C S C iy a � y Op90FEW O\�'�' Project Title:New 2 Story Residence Report date:'11/17/12 Data filename:DeFiore.rck nom..., i ..i A REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 34% Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-49.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity+R-7.5 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-38.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,Basketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubstshowers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression,or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. Project Title:New 2 Story Residence Report date: 11/17/12 Data filename: DeFiore.rck Paan 2 of 4 (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showersitubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration LI-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,Basketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Ej Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough4n total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: ❑ Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. 0 Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: [:I Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. [] For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Project Title:New 2 Story Residence Report date:•11/17/12 Data filename:DeFlare.rck Paae 3 of 4 Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. z Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Ll Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 600/6 of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: ❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: F-1 A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window L14actors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:New 2 Story Residence Report date: 11/17/12 Data filename: DeRore.rck Pana 4 of 4 SilverLine WINDOWS-DOORS an Andersen Company 3 MODEL 2802 VINYL 2 PANEL SLIDING WINDOW Window Size, Rough Opening, Clear Opening and Glass Size Information NOMINAL ACTUAL WINDOW EXTERIOR WINDOW ROUGH OPENING CLEAR OPENING CLEAR GLASS SIZE TOTAL WINDOW SIZE.(FRAME TTT) DIMENSION SIZE* SIZE_ OPENING VISIBLE GLASS SIZE WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT SQ.FT. WIDTH HEIGHT SQ.FT. 4/6 x 1/8 54 x 19 55 x 20 541/2 x 191/2 22 x 13 718 2.12 25 x 147/8 4.69 4/6 x 2/0 54 x 23 55 x _ 24 541/2 x 231/2 22 x 177/8 273 25 x 187/8 6.03 4/6 x 3/0 54 x 35 55 x 36 541/2 x 351/2 22 x 297/8 4.56 25 x 307/8 10.05 4/6 x 3/6 54 x 41 55 x 42 541/2 x 411/2 22_ x 357/8 5.48 25 x 367/8 12.06 4/6 x 3/8 54 x 43 55 x 44 541/2- x 43 112 22 x 377/8 5.79 25 x 387/8 12.73 4/6 x 3/10 54 x 45 55 x 46 541/2 x 451/2 22 x 39 718 6.09 _ 25 x 407/8 13.40 4/6 x 410 54 x 47 . 55 x 48 541/2 x 47112 22 x 41 7/8 6.40 25 x 427/8 14.07 4/6 x 4/2 54 x 49 55 x 50 541/2 x 491/2 22 x 437/8 6.70 25 x 447/8 14.74 4/6 x 414 54 x 51 55 x 52 541/2 x 51 1/2 22 x 457/8 7.01 25 x 467/8 15.41 4/6 x 4/6 54 x 53 55 x 54 541/2 x 531/2 22 x 477/8 7.31 1 25 x 487/8 16.08 416 x 5/0 54 x 59. 55 x 60, 541/2 x 591/2 22 x 537/8 8.23 25 x 547/8 18.09 5/0 x 1/8 60 x 19 61 x 20 601/2 x 191/2 25 x 137/8 2.41 28 x 147/8 5.27 5/0 x 2/0 60 x 23 61 x 24 601/2 x 231/2 25 x 177/8 3.10 28 x 187/8 6.78 5/0 x 3/0 60 x 35 61 x 36 60.1/2 x 351/2 25 x 297/8 5.19 28 x 30 718 11.30 5/0 x 3/6 60 x 41 - 61 x 42 601/2 x 41 1/2 25 x 357/8 6.23 28 x 367/8 1156 �.9 U(N6�Qpy 510 x 3/8 60 x 43 161 x 44 661/2 x 431/2 25 x 377/8 6.58 28 x 387/8 14.32 510 x 3/10 60 x 45 61 x 46 601/2 x 451/2 25 x 397/8 6.92 28 x 407/8 15.07 5/0 x 4/0 60 x 47 61 x 48 601/2 x 471/2 25 x 417/8 7.27 28 x 42718 15.82 5/0 x 4/2 60 x 49 61 x 50 60 1/2 x 491/2 25 x 437/8 7.62 . 28 x 44718 16.58 5/0 x 4/4 60 x 51 61 x 52 601/2 x 511/2 25 x 457/8 7.96 28 x 467/8 17.33 510 x 4/6 60 x 53 61 x 54 601/2 x 531/2 25 x 47 7/8' 8.31 1 28 x 487/8h7.2 510 x 5/0 60 x 59 61 x 60 601/2 x 591/2 25 z' '53 7/8 9.35 28 x 547/8 514 x'1/8 64 x 19 65 x 20 641/2 x 191/2 27 x 137/8 2.60 30 x .147/8 5/4 x 2/0 64 x 23 65 x 24 641/2 x 23 112 27 x 177/8 3.35 30 x 187/85/4 x 3/0 64 x 35 65 x 36 641/2 x 351/2 27 x 29718 5.60 30 x 307/8 5/4 x 3/6 64 x 41 65 x 42 641/2 x 41 1/2 27 x 357/8 6.73 30 x 367/8 14.56 6/4 x 3/8 64 x 43 65 x 44 641/2 x 431/2 27 x 377/8 7.10 1 30 x 387/8 15.37 .5/4 x 3110 64 x 45 65 x 46 641/2 x 451/2 27 x 397/8 7.48 1 30 x 407/8 16.18 5/4 x 4/0 64 x 47 65 x 48 641/2 x 471/2 27 x 417/8 7.85 30 x 427/8 16.99 5/4 x 4/2 64 x 49 65 x 50 641/2 x 491/2 1 27 x 43718 8.23 1 30 x 447/8 17,80 514 x 4/4 64 x 51 65 x 52 641/2 x 51 1/2 1 27 x 457/8 8.60 30 x 467/8 18.61 5/4 x 4/6 64 x 53 65 x_ 54 64112 x 53 i/2 27 x 47 7/88.98 30 x 487/8 19.42 5/4 x 5/0 64 x 59 65 x 60 641/2 x 591/2 27 x . 537/8 10.10 30 x 547/8 21.84 NOTES: •BOLD Nominal Window Sizes meet egress criteria of: Min 20"net opening in width Min 24"net opening in height Min 5.7 sq.ft.opening area •Visible glass size is combined area of left and right lites of glass. Rough opening sizes shown are for frame construction. Consult a Silver Line dealer for other rough opening size information, such as with masonry or block applications. Rev 3/11 5 Silver Llne `� WINDOWS DOORS an Andersen Company j MODEL 2802 VINYL 2 PANEL SLIDING WINDOW Window Size, Rough Opening, Clear Opening and Glass Size Information NOMINAL ACTUAL WINDOW EXTERIOR WINDOW ROUGH OPENING CLEAR OPENING CLEAR GLASS'SIZE TOTAL WINDOW SIZE.(FRAME TTT) DIMENSION SIZE' SIZE- OPENING VISIBLE GLASS , SIZE WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT SQ.FT. WIDTH HEIGHT SQ.FT. 6/0 x 1/8 72 x 19, 73 x 20 721/2 x 19112 31 x 137/8 2.99- 34 x. 14 718 6.44' 6/0 x 2/0 72 x 23 73 x 24 721/2 x 231/2 31 x 177/8 3.85 34 x 187/8 8.28 610'x'3/0 72 x 35 73 x 36 721/2 x 351/2 31 x 297/8 6.43 34 x 307/8 .13.80 6/0 x 3/6 72 x 41 73 x 42 72 112 x 41 112 31 x 357/8 7.72 34 x 36 718 16:56 i ® 6/0 x 3/8 72 x 43 73 x 44 72112 x 431/2 31 x 377/8 8.15 34 x 387/8 17.48 Mm amu— 6/0 x 3110 72 x 45 73 x 46 721/2 x 451/2 .31 x 397/8 8.58 . 34 x 407/8 18.40 610 x 410 72 x 47 73 x 48- 721/2 x 471/2 31 x 417/8 9.01 34 x 427/8 19.32 610 x 4/2 72 x 49 73 x 50 721/2 x 49 112 31 x 437/8 9.45 34 x 447/8 20.24 6/0 x 4/4 ]Li2 x 51 73 -x 52 721/2 x 51 1/2 31 x 457/8 9.88 34 x 467/8 21.16 6/0 x 4/6 2 x 53 73 x 54 721/2 x 531/2 31 x. 477/8 10.31 1 34 x 487/8 22.08 6/0 x 5/0 72 x 59 73 x 60 721/2 x 591/2. 31 x '537/8 11.60 34 x 547/8 24.84 NOTES: •BOLD Nominal Window Sizes meet.egress criteria of: Min 20'net opening in width Min 24"net opening in height Min 5.7 sq.ft.opening area •Visible glass size is combined area of left and right lites of glass. •Rough opening sizes shown are for frame construction. Consult a Silver Line dealer for other rough opening size information, such as with masonry or block applications. Rev 3/11 6 Silver Line C4 WINDOWS-DOORS an Andersen Company I i MODEL 2803 3 PANEL EQUAL LITE SLIDING WINDOW Window Size, Rough Opening, Clear Opening and Glass Size Information NOMINAL ACTUAL WINDOW EXTERIOR WINDOW ROUGH OPENING CLEAR OPENING CLEAR GLASS SIZE TOTAL WINDOW SIZE(FRAME TTT) DIMENSION SIZE* SIZE OPENING VISIBLE GLASS SQ SIZE WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT SQ.FT. WIDTH HEIGHT FT. 610 x 2/0 72 x 23 73 x 24 721/2 x 231/2 1813116 x 177/8 2.34 223/4 x 187/8 8.20 6/0 x 3/0 72 x 35 73 x 36 721/2 x 351/2 18 13/16 x 297/8 3.90 223/4 x 30 718 13.67 6/0 x 3/6 72 x 41 73 x 42 721/2 x 411/2 1813116 x 357/8 4.69 223/4 x 36 718 16.41 6/0 x 3/8 72 x 43 73 x 44 721/2 x 431/2 1813/16 x 377/8 4.95 223/4 x 387/8 17.32 6/0 x 3/10 72 x 45 73 x 46 721/2 x 451/2 1813/16 x 397/8 5.21 22 314 x 407/8 18.23 6/0 x 410 72 x 47 73 x 48 721/2 x 471/2 1813/16 x 417/8 5.47 223/4 x 427/8 19.14 610 x 4/2 72 x 49 73 x 50 721/2 x 491/2 1813/16 x 437/8 5.73 223/4 x 447/8 20.05 6/0 x 4/4 72 x 51 73 x 52 721/2 x 511/2 1813/16 x 457/8 5.99 223/4 x 467/8 20.96 6/0 x 4/6 72 x 53 73 x 54 721/2 x 531/2 1813/16 x 477/8 6.25 223/4 x 487/8 21.88 6/0 x 5/0 72 x 59 73 x 60 721/2 x 591/2 1813/16,x 537/8 7.04 223/4 x 547/8 24.61 710 x 2/0 84 x 23 85 x 24 841/2 x 231/2 2213/16 x 177/8 2.83 263/4 x 187/8 9.70 7/0 x 3/0 84 x 35 85 x 36 841/2 x 351/2 2213/16 x 297/8 413 263/4 x 307/8 16.17 7/0 x 3/6 84 x 41 85 x 42 841/2 x 411/2 2213116 x 357/8 5.68 263/4 x 367/8 19.41 7/0 x 318 84 x 43 85 x 44 841/2 x 431/2 2213/16 x 377/8 6.00 263/4 x 387/8 20.48 710 x 3/10 84 x 45 85 x 46 84112 x 451/2 2213/16 x 397/8 6.32 263/4 x 407/8 21.56 7/0 x 4/0 84 x 47 85 x 48 841/2 x 47 112 2213/16 x 41 7/8 6.63 1 263/4 x 427/8 22.64 7/0 x 4/2 84 x 49 85 x 50 841/2 x 49 112 2213/16 x 437/8 6.95 1 26 314 x 447/8 23.72 710 x 4/4 84 x 51 85 x 52 841/2 x 51112 2213116 x 457/8 7.27 26 314 x 467/8 24.80 7/0 x 4/6 84 x 53 85 x 54 841/2 x 531/2 2213/16 x 477/8 7.58 263/4 x 487/8 25.88 7/0 x 510 84 x 59 85 x 60 841/2 x 591/2 2213116 x 537/8 8.53 26 314 x 547/8 29.11 8/0 x 2/0 96 x 23 97 x 24 961/2 x 231/2 2613/16 x 177/8 3.33 303/4 x 187/8 11.20 8/0 x 3/0 96 x 35 97 x 36 961/2 x 351/2 2613/16 x 297/8 5.56 30 314 x 307/8 18.67 8/0 x 3/6 96 x 41 97 x 42 961/2 x 411/2 2613/16 x 357/8 6.68 30 314 x 367/8 22.41 810 x 318 96 x 43 97 x 44 961/2 x 43112 2613/16 x 377/8 7.05 30 314 x 387/8 23.65 8/0 x 3/10 96 x 45 97 x 46 961/2 x 451/2 2613/16 x 39718 7.42 303/4 x 40 7/8 24.90 810 x 4/0 96 x 47 97 x 48 961/2 x 471/2 2613/16 x 417/8 7.80 30314 x 42 718 26.14 810 x 4/2 96 x 49 97 x 50 961/2 x 491/2 2613/16 x 43 718 8.17 303/4 x 447/8 27.39 8/0 x 414 96 x 51 97 x 52 961/2 x 51 1/2 2613116 x 457/8 8.54 303/4 x 467/8 28.63 8/0 x 4/6 96 x 53 97 x 54 961/2 x 53112 26 13/16 x 477/8 8.91 303/4 x 487/8 29.88 8/0 x 5/0 96 x 59 97 x 60 961/2 x 591/2 2613/16 x 537/8 10.03 30 314 x' 547/8 33.61 9/0 x 2/0 108 x 23 109 x 24 1081/2 x 231/2 3013/16 x 177/8 3.82 343/4 x 187/8 12.70 k1 V IrJ6A-&CAS 910 x 310 108 x 35 109 x 36 1681/2 x 351/2 3013/16 x 297/8 6.39 343/4 x 307/8 21.17 Qum 9/0 x 3/6 108 x 41 109 x 42 1081/2 x 41 1/2 3013/16 x 357/8 7.68 343/4 x 367/8 25.41 aa,�,^�� -, ^_.- 9/0 x 3/8 108 x 43 109 x 44 1081/2 x 431/2 3013/16 x 377/8 8.10 343/4 x 387/8 26.82 1 .69M�At Eft 910 x 3/10 108 x 45 109 x 46 1081/2 x 451/2 3013/16 x 397/8 8.53 343/4 x 407/8 28.23 9/0 x 4/0 108 x 47 109 x 48 1081/2 x 471/2 3013/16 x 41 7/88.96 343/4 x 427/8 29.64 9/0 x 412 108 x 49 109 x 50 1081/2 x 491/2 3013/16 x 437/8 9.39, 343/4 x 447/8 31.05 9/0 x 4/4 1 108 x 51 1 109 x 52 1 1081/2 x 51,1/2_ 3013/16 x 457/8 1 9.82 343/4 x 467/8 32.46 9/0 x 4/6 108 x 53 109 x 54 1081/2 x 531/2 3013/16 x 47718 1 10.24 343/4 x 487/8 33.88 9/0 x 5/0 108 x 59 109 x 60 1081/2 x 591/2 3013/16 x 537/8 1 11.53 343/4 x 547/8 38.11 NOTES: •BOLD Nominal Window Sizes meet egress criteria of: Min 20"net opening in width Min 24"net opening in height Min 5.7 sq.ft.opening area •Visible glass size is combined area of left,right,and center lites of glass. Rough opening sizes shown are for frame construction. Consult a Silver Line dealer for other rough opening size information, such as with masonry or block applications. Rev 3/11 7 �{ REScheck Software Version 44.4.3 { Not Compliance Certificate Project Title: New 2 Story Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 34% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 110 Soundview Avenue DeFiore' Louis Schwartz Orient Point,NY 110 Soundview Ave Tiderunner Engineering A Design,PC Orient Point,NY 7 Ridgewood St Bay Shore,NY 11706 • . . - trade-off Compliance:1.30/9 Better Than Code Maximum UA:718 Your UA:709 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cast relative to a minimum-code home. Gross • • UA Assembly Area or R-Value R-Value or Door Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 1058 49.0 0.0 28 Ceiling 2:Cathedral Ceiling 1059 38.0 0.0 29 Wall 1:Wood Frame,16"o.c. 4495 21.0 7.5 116 Window 1:Vinyl Frame:Double Pane with Low-E 1083 0.310 336 Door 1:Glass = 438 . _ 0.310 136 Floor 1:All-Wood JoistlTruss:Over UnconditionedSpape 2472 38.0 0.0 64 Compliance Statement. The proposed building design described here is consistent with the buil ing plans,specifications,and other calculations submitted with the permit application.The proposed building has been de . ed to Bet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to comp) ith the an ato uirements listed in the REScheck Inspection Checklist. Louis Schwartz Name-Title Signature Date � � N H UJ �0• 07701b� op9�FESSIONP� Project Title:New 2 Story Residence Report date: 11/17/12 n_•_ n—M—._._r. Pona i of d Not REScheck Software Version 4.4.3 p Ins ection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 34% Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-49.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity+R-7.5 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-38.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,Basketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-buming fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. Project Title:New 2 Story Residence Report date: 11/17/12 n.+.filen rin�nrn rnit Pane 2 of 4 (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit Is substantially aligned with Insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. ,_ (d)Floors:Air barrier Is installed at any exposed edge of insulation. C (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown Insulation extends behind piping and wiring. (0 Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Ei Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Lj Materials and equipment are installed in accordance with the manufacturer's installation instructions. Ej Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Lj Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. L] All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Ej Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 1`12. (3)Rough-in total leakage test with air handier installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handier installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. E3 For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: E3 Circulating service hot water pipes are insulated to R-2. Ej Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Project Title:New 2 Story Residence Report date: 11/17/12 nota Manama- naF inro rnk Paoe 3 of 4 Swimming Pools: Ll Heated swimming pools have an on/off heater switch. 0'. 'Pool heaters operating on natural gas or LPG have an electronic'pilot 064. fl Timer switches on pool heaters and pumps are present. ' Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Ll A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and r_40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Ll Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:New 2 Story Residence Report date: 11/17/12 r1nfa filcnnmc• r)=Pinrn rr4 Paae 4 of 4 7 �­j j,' :,-Y .1 4."1 c o' T:rZ IT C. Ake-AVV 4iQ i3l PjZb S. 1w 6,5. . . . 'Y y ILI' A( Ak ��.S-rwwroa6' 2 m IS U%3 I-L WAN -4 16 V4 6 8'. -4*50916vIi, v 4-64 ' apkW6G6S',�.acL i"' A.L VZtS a 55' Ar-'(, PA 64 -16610 s(D co A-it,46 T>A 0-1/WAi-14,1�A1 . �,:.4t tat 7 . 4- 4- 2-Z 4-L a r-y, 0-i iamww-s +SO-x,1:t, co-j .,!.- . . .,: . . ., 9mAjfAb p po a kAtms(n b p- Wcu- 7bk&k+ 10 ZS GS',4.c'.s:� or I-C j L;".0 yj 6 \Jibeb-�AJS' r:--P-b F-Ir 0 P-- Y&RX Flr,.7,` 4 464-cii -r-pr- MOWS, A" + ii�4,r s 0 pAculoaW �FA S. QU itl APAC� I%.V CIO A" f4 IkvgL-�- 7-'TOO .- T 00-S, -t4 5 rc�-- S' s 60Z V r 70201 w 0 0 o Lo (MA.-Ai-AAL WAUZ Cro e-b C kcdG;. S,9 L�; -b3 S IL A&r--c�. U- 0 .1 . .. . . ,I I ... . . :: F-L., 0 u 1.�14 0 f N,4 u -ss C) Z c > L u SCALE: H 1 0 p C-3 LA*Y. A I La AS s 7700 OPES NAME: SITE PLAN DWG. NO,: r A - 11 PAGE 12 OF 12 , AOI ARCHI AE + D Sf�t 5 WINDSOR RD,GREAT NECK,NY 11021 PIPE 917-513-5791 ' e INFO@DARKROOMARCHITECTURE.COM y ' �,■„■■ r THIS SITE PLAN IS NOT A LEGAL SURVEY. SITE PROPERTY INFORMATION WAS PROFESSIONAL OF RECORD: R ., IA,L�,. OBTAINED FROM SURVEY PREPARED BY: JOHN T. METZGER DATED: MARCH 27th �, 2013, VALIDATED BY TOWN OF SOUTHOLD MARCH 28th 2013 FOR FOUNDATIONS, 13O `' �+ _ -'i 0. N AND UPDATED JUNE 20, 2019 REMOVE (E) ARBOR STRUCTURE AND GATE * r -_�,� + . 1PROPERTY OWNER TO OBTAIN FINAL SURVEY PRIOR TO ISSUANCE OF CERTIFICATE OF `y��REDARC s ter_ _ " ICOCCUPANCY ��, �Pcpa Psi TFC, B .r 0. WEL sr „ ''+ h lam— _r— — 'y 043339 pQ� 71 PLANTER _�-_ - r.l " - _ r- t PROJECT: 0-2S FR4 BOR 1 Ili _ t X> 41'if'f i f' I 1 QE3) l a �F t X it - ` C) cnVIRZ M1i go fol .0 % C T. "4 SNI, 4, 0 2 STY. F PNT , fir HOUSE ' - , AC 0.2 � � �,r,. , +�, '�" �� � +� � " U �T POOL SHALL BE EQUIPPED WITH A SURFACE ALARM CONFORMING wrrH ASTM F2208 � GARAGE UNDER ( D _� � , w ij r i O el m RAISED z:I PLA14TER U-i &Y% a; ol BoxzO l r� + , �� W Emil r ° W VI/GATE , - PAVER v C_ + 1 �, �. ARBOR �■ ill, Z OWAY 13 0 W/GATE _ 1 { f fg 1 tr - 71 i 1 t t 1 REMOVE (E) ARBOR STRUCTURE AND GATE STY. 2. r" \ i',) PIPE tn WALL DRIV ? 4� GARAGE I �.0011110 _410 \J �' AF 19 2021 ■ t ' «; t� t _ TO`t' ;F SOT'TTTOT;D 00 00 viooO FEN. -- ;< - #. b 7P:> ISSUED: PiPE 0 DRAWN BY: Rei . ANLL PIPE R L UU400, POOH 0.3'N 6 vV WALL�� WALLEQUIP. SCALE: ■t E— S8.04 "o 0.3*N RVISIONS: 0-t Al BD COMMENT 8/10/21 0 0icl - PLOT PLAN '� 0 SCALE 3/3Y=1'-0" SHEET: lZar f A4 Aml ■ BUILDING DEPARTMENT DATA: N ABBREVIATIONS - �- Classification/Floor Area rn Floor Level Existing Proposal �✓ M ACO ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER p Total ACT ACOUSTICAL TILE MAX MAXIMUM Cellar (Finished) O O O -1 AL ALUMINUM MIN M'VIMUM ALT ALTERNATE MRB MARBLE 1St Floor O O AFF ABOVE FIRST FLOOR MS MARBLE SADDLE TJ .,,.� V I W--� ..�--•••- � � 2nd Floor ASF ABOVE SUBFLOOR MTL METAL O O O A.S. ALUMINUM SADDLE NA NOT APPLICABLE �' "" Q Total O O O P ANTHONY POWER BEAM NIC NOT IN CONTRACT A. .B. AN O B.C. BRICK COURSES NOM NOMINAL BD BOARD NR N07 REQUIRED _ � a Garage O O O IL Front Porch O O Or BOT BOTTOM NTS NOT TO SCALE Q BLDG BUILDING OC ON CENTER y „ GBB CEMENT BACKER BOARD OCC OCCUPANT(S) tVq Rear Porch O O O OH OVERHANG ��� Y, ,z• CL CLOSET NT I Ni � � Decks O O O .M.°'• CLO CEILING PART, PARTITION CLR CLEARANCE) PC POURED CONCRETE � COL COLUMN PT POINT GONC CONCRETE PK7 POCKET CMU CONCRETE MASONRY UNIT RAD RADIUS CT COLLAR TIE REQ. REQUIRED CJ CEILING JOIST REV REVISIONS) O CANT CANTILEVER RM ROOM Q CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER DIA DIAMETER R/R REMOVE AND REPLACE LL a Z DIM DIMENSION SEC SECTION Q Wz DR DOOR SF SQUARE FEET tP 8g DTL DETAIL SIM SIMILAR DWG DRAWING SQ SQUARE O U � � ON DOWN STL STEEL Q EA EACH SO SMOKE DETECTOR EL ELEVATION STD STANDARD EQ EQUAL TC TOP OF CURB EX EXISTING TEL TELEPHONE ��i!`��' EXH EXHAUST THK THICKNESS �(1 V 1 DESIGN: ��•2.1.1 (2010 Residential Code of New York State) EXT EXTERIOR TOS TOP OF SLAB Design Criteria Construction in regions where the basic wind speeds EF EXHAUST FAN TX TOILET EXHAUST �� _ EW EGRESS WINDOW TXF TOILET EXHAUST FAN N �n� g P E~ FC FIRE CODE TYP TYPICAL ��, i •.. exceed from Figure 8301.2(4) equal or exceed � 1 ( 110 miles per hour 0771.1 km/h) shall be �s� V�ar T�uUR-oot AA vr:NTTHau Reoa . , FD FLOOR DRAIN TEM TEMPORED �*(L FIN FINISHED) TEMP TEMPORARY designed in accordance with one of the following: FLR FLOORING) UON UNLESS OTHERWISE NOTED �� P►..uM$traCRtsEG_, DIAGQJanl �raoT To sc at , FPSC FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD @� Z 1 Plans have been designed American Forest and Paper Association (AF$.PA) UU F7 FOOT(FEET) WG WATER CLOSET in accordance with: Wood Frame Construction Manual for One or Two FJ FLOOR JOIST WR WATER RESISTANT tr GA GAUGE �1oRKSN4P-•GARAGE ' , 3" ! O GALv GALVANIZED i... • ' + � , Famiy Dwellings (W.F.C.M.) 2001 x GFI GROUND FAULT INTERRUPT S-r'0LA.6E S-rauG'ruke, L !'/Z"_. CLIMATIC GEOGRAPHIC DESIGN CRITERIA: (Table RBO1.20) F, GL GLASS i GWB GYPSUM WALL BOARD Wind Exposure Category: B W HC HOLLOW CORE t II S-rtz -t- Ground Snow Load: 20 PSF U W O HOW HARDWARE APPPCI�d�a Pt.) [i7 I�D �I 111 oPG+a l�.at✓•r HM HOLLOW METAL D� g j B p ����'� ( i'/Z" Wind Speed: 120 mph 3 sec Gust I Z w HOR HORIZONTAL tiTE ,, 00 n 000 fastest mile) W M O 3� 4 a W HP HIGH POINT FEE3 ��® BY: '� HT HEIGHT NOTIFY BUILDING DE 'F,ft� AT � � � swv. co Seismic Design Category Exempt1 M ✓� HVAC HEATING/VENTILATION/AIR CONDITION 765-1802 8 AM TO 4 M FOR THE 3 3. /�E.2ZLLtdi �' l i'`oo� �GVEL �r " Cs M FOLLOWING INSPECTI RS: �_ -.__-.. _..._.__......_._.. _ .._. _ ....__ .. 1 ...._...._....._..-. ...__-.-.... _.... .. . . IN INCH (__. _...__._..._ _ INT INTERIOR 1. FOUNDATION - TW REQUIRED i j ' 3" _ Weathering Severe W „ I- 3,1 INV INVERT FOR POURED CON RETE I �` ''- _' --.--- _ _ _3 _ - , ( + D Frost Line Depth: 36 inches �1r srrr e,� I .. — JT JOINT 2. HOUGH - FRAW;IG & P�U111v�cs1N1�� i. I I I I I `T �'" - - - � Termite Infestation: Moderate to Heavy O KIT KITCHEN 3. INSULATION (' i I j I I I -..I_ ^�- �--( LAV LAVATORY 4. FINAL - CONSTRUC in"J MUST 1 2? E Decay Probability: Slight to Moderate a/ BE COMPLETE 108 C.O. ` 3" � I i i ALL CONSTRUCTION HALL !1Ei".T Th i P CL(S11 gA-rdax�N. Rec.2l-lAw MA�waylgA•rtiRra� K�-rcK A. a F"RoNr(!/1��+�N�,sT ga� BaT+t � r,�.�tati� __i _ Winter Design Temperature: Suffolk 11 Degrees _,1" 'r'1t!f ,'1 i � LAvND '`(C.L.. REQUIRD4_NTS OFTI-'z-CODES OF Nv 1 �►� Z,t Iriz+ Z�, Z,+� 211 2„ „ „ I „ Ice Shield Underloyment Required Valleys and Perimeter YORK STATE. NOT R SPONSIBLE FOR I Z't I'/Z° It1Zu 2. ZOO` zn �I � I i (! { Z �llt lr/2" Z° Z �>~nQ�. Dou�tcSla,s_ DoueVcS,tiw I Flood Hazard DESIGN OR CONSTR CTION ERRORS. I I ( i I I Exempt (V U O COMPLY WITH ALL CODES OF ,,•,c i~.av l,Av WASu�W6 c �-"'� i �� O� p,sy_ Hec LAv l.av �� , Alr Freezing Index 452 NEW YORK STATE & TOWN CODES DO NOT PROCEE WITH +�•�-r<< ��u "f �"�' wKl�p" I co MIN DESI z _� z AS RE UI ED AND CONDITIONS OF FRAIAI"dG UNTIL S JRVEY I 5-rcttp, �I St10bJ6R MAtJUWB CA S "�'�"`` s; W"' „ - GN PRESSURE (DP) RATING: OF FOUNDATION L CATIOiN ' � I. Zn 1 .. ys„ II�Z" -_. .�,1_.._ .Z" ._ 311 •2„ .;t.ii.. Windows ZONE4 DP 25 W i E Doors Q, -SOUTHOLD T01�"'J ZBA HAS �;;,:�:;�AP��R ED. {" - ... � � ZONES DP 30 � z 3". $•+t 3�1 W SOUTHOLD TO74 PLANN!.:G BOARD I - -- - �- ZONE 1 DP 25 U I sit ,r--- p U �-, i } j N ZONE 2 DP 30 W ix SOUTHOLD TOVIN TRUSTEES r N.Y.S.DEO i „ Z„ 1,/Z, i I f I t 1 �, ZONE 3 DP 30 O n� Q ®GGUPAI�G` ZONE 1 DP 20 OR IE►�,•rUP-1M VX 0�y ISuNpTooM Gl Tsr-r F'ao.a•c ,6A-�taa�oM ,� N N ZONE a DP 45 USE IS UNL WEUL ZONE 3 DP 45 Legend , i. „ „ r 11 11 1'li' Z " 11 ' i r Z11 3t 3 i ►iZ {2 3 2.11 1 /a � 1 /v"'T�IOUT G RTIEICATE : I . I1 Zone Diagrams : Existing Walls to Remain I ,r � ¢ � ,. -�- � �.'; t•-!+SCUP A' ,l'4- � I WC kL A'y LAV ' we �.AV IIS WA4lWG WC Existing Walls to be Removed P , •. ;; ( gra`'`` ���II,dL cc` co ' SIa1t, t""i R.S'T' f"LoC R. a�111.•t'u items) f` ► ; E • SHOWER g" ..._ RETAIN STORM WAT R RUNOFF lhA�ti.: 211 ' swQ T" i atl I I/ n.... _ ..L!l_ -....._.. I'/7• .. .... 2!1 /P. —� Z w��• "t. .1 , 4 New Walls and Pat~htions PURSUANT TO CHAT TER 236 3" 3" 3,; 3, ` ,~ �= '` _L; OF THE TOWN CODE 3;, �. F:.:,, — _. — — - r Insulation 1.EVE�. orJ��Ag {to ' _. .; I 1 I t .fl_- . ` . : _ = _ . ,. , 0 o Door 4 goat �u,ru!Q� A1rH�.,,i� Elitv+.E Fu•rop-ii: 13A-rHPs�o� Wall Ile �, . . 1_.'__.. ZoneIntori !�j0-4 0 Zone i PLUIU�BI G —} 1 --- `A�t�oN. "�-" i " Edge � Porirneter if, ALL PLUMBING WASTE ;� �/z 4" 2' Zone a Zone a >- Window --��r— &WATER LINES dEED /a 1 1 1 TESTING BEFORE COVERING i i I I I 1 / S Fu•rura �, Minimum Uniformly Distributed Live Loads: Table 83015 Structural Beam „ 4" 4`I 4�i �,45rysT LEVEE l AW. _ USE LIVE LOAD DEAD LOAD L Outlet f'L(J i ° S `'�"' co S''�" SNo,,� 3+1 Exterior Balconies 60 psf 10 psf o N lVOEl C� TIFICATION Decks 4 f 3n GFI Outlet 6GR ON LEAD CON =NT BEFORE r Vehicle G 5 f 3 - O 10 f 2'. - ISN 3' ... .. I!J2" .. . z" . w � � � Passange arages O psf as per plan cN IT. -' J ER TIFICATE O OCCUPANCY "�_ � �� �GJo` ATTICS without Storage 10 psf 10 psf � c� H •� �: --� "07 � „ 411 ATTICS with Storage 20 psf 10 psf z q z 4„ A A Switch , SOL DER USE IN WATER 1lr�PL?'SYST il�I CANNOT czHT Cd�+�►��-�'_ -ro A_N�w� S:,F�o`�s:C�,vNT�I DE*eT oFN'�.1�-�+ APDo-�veD z000c��aS,s. ,IrAaY 5�s-rpt. ' w • - -•---•-- ROOMS other than Sleeping Rooms 40 psf 10 psf Ceiling Fixture EXCEED 2110 c 1%LEAD. Sleeping Rooms 30 psf 10 psf w A A v Exterior Fixture Stairs 40 psf 10 psf SCALE: Guardrails and Handrails 200 psf 10 psf at A Roofs: 12 psf for Attic Smoke Detector Live + Ground Snow Load 20 psf 15 psf for Cath �'� o �•S CO Detector ALLOWA LE DEFLECTION: Table 8301.7 © A �r. t Structural Member W Vent ® (I, °. P. =`+1 .-f .� . • `A;° `' ' Allowable Deflection Rafters having slopes greater than 3/12 with no finished ��v 077006-'` � Vent/Llght ISA ceiling attached to rof•ers LA80 AR0 E$gtOe��� Interio s and Partitions Ceiling Fan Floorsra d Pastered Cellings H/160 DWG, NAME: V360 All other Structural Members L/240 COVER Exterior Walls w/plaster or stucco H/360 SHEET Exterior Walls-Wind Loods(a)w/Brittle Finishes L./240 Exterior Walls-Wind Loads(o)w/Flexible Finishes H2O DWG. NO.: Note: L= Span Length H= Span Height a. The Wind Load shall be permitted to be taken as 0.7 times the Component and Cladding loads for the purpose of the determining deflection limits herein PAGE 1 OF 1 �t GENERAL.CONDITIONS DECK/PORCH RAILINGS Framng (Coemued,) Strapping Details 1. All work shall conform to 2010 Residential Code of New York State, local Building�Zoning Codes, 9312.1 Guards Reaulred and the New York.State Energy Conservation Code. All Codes shall supersede the drawings and shall LQCI Bolts Porches,balconies or raised floor surfaces located more than 30'above the floor be Incorporated into the drawings,whether they are Indicated on the plans or not. 1. Shall be of structural grade steel or grade below shall have guards not less than 36"in height. Open in sides of stairs CUT ~ with a total rise of more than 30"above the floor or grade below shall have guards Uee every other nail hole LENGTH LSTA Strap Install 16" On Center 2.Contractor shall check and verify all dimensions, notes and conditions of the site before any construction 2.Washers shall be placed under the head of lag bolts bearing on wood, length of log bolts not less than 34"in height measured vertically from the nosing of the treads. in a row to provide the work is started. The Contractor shall notify the Architect of any discrepancies or conflicts in the drawings shall be a minimum 2/3 depth of members being bolted together, code-reolulred minimum ENP center-to-center LENGTH and/or field conditions before starting the work.The dixovery of discrepancies after beginning the work shall 8312.2 Guard Opening Limitations spacing for nails - be the full responsibility of the Contractor to correct. Alterinn Structural Members Required guards on open sides of stairways, raised floor areas,balconies and porches o 1. No structural member shall be omittted, notched,cut, blocked out or relocated without shall have Intermediate rails or ornamental closures that do not allow passage of a -� ° • 3. Contractor shall locate stake out all existing underground utilities prior to any excavation. The utilities shown prior approval of the Architect. Do not alter sizes of members noted without approval sphere 4"or more in doome+er. , of the Architect. � ° _ • on the plan are an approximate location only. '' CL AP, *r'•-: ;� x e on SPAN 00 Built-up Beams The trlanguar openings formed by the riser,tread and bottom rail of a guardnat the open 4. Contractor shall be responsible for arranging all necessary permits and Inspections, Including Certificate of Occupancy(C.O.) 1. Built-upbeams or piste formed by a multiple of 2 x membersshall be interconnected as follows: • j P side of a stairway are permitted to be of such a size that a sphere 6"cannot pass • unless otherwise noted. a. Members 12"and less In depth: glue and Internal w/2 rows 16d nails at 12" through. • o.c. staggered. 5. Written dimensions shall have precedence over scaled dimensions and larger scale details shall have precedence over smaller b. Members greater than 91/4"in depth or mutiple 3 x members through bolt with 1/2" J~ ' HABITABLE SPACE scale details/drawings. Drawings are not to be scaled. diameter machine bolts at 24" o.c. 1. All habitable spaces shall conform to the following sections of the Residential Code ENP of New York State: Provlde minimum 7" LENGTH `1 «� G. Any deviation from the Architect's drawings must be submitted to the Architect In writing for approval. Cutiina of Beams. Joists and Rafters 9303 Light,Ventilation and Heating end distance 1. Cutting of wood beams,Joists and rafters shall be limited to cuts and bored holes not deeper 8304 Minimum Room Areas 7. Contractor shall be responsible for adequately bracing and protecting all work during construction a ainst damage, breakage, than 1/6 the depth of the memberand shall not be located in the middle 1/3 of the span. Notch Equal number of Rafter to Rafter a Simpson Strong-Tie p q y g p g g g g g p P 9305 Ceiling Height specified nails Connection Detail collapse,distortion and misalignment according to applicable codes, standards and good practice. depth of the ends at the member shall not exceed 1/4 the depth of the member, Holes bored or R306 Sanitation in each end H2 - Rafter Clip out Into the Joint shall not be closer than 2 inches to the tip or bottom of the Joints and the R307 Toilet,Tub and Shaer Spaces 8. All work shall be performed In a first class manner with all new materials. Contractor shall provide all equipment, labor and diameterof the hole shall not exceed 1/3 the depth of the Joint. The tension side of beams,Joists Rafter Connection Top Plate ction Detail � and rafters of 4 Inches or greater nominal thickness shall not be notched,except at ends of Stud to Stud F�materials necessary for the proper execution and timely completion of the work. Contractor shall be responsible for all materials EMERGENCY ESCAPE S RESCUE OPENINGS en and equipment stored at the site. members. 1. All emergency cy esca e p $rescue openings shall conform to Section 9310 of the Connection Detail Q Residential Code of New York State O Pipes in Stud Bearing Nails or.Shear Nails O W 9. All contractors and their sub-contractors shall carry insurance that will protect the Owner and the Architect from claims from 1. Notches or bored holes to studs of bearing walls or partition shall not be more than 1/3 the 3 0 damages for personal injuries, including death,which may arise in connection with this project. depth of the stud. EN._RGY NOTES 1. These plans are designed to be in accordance with the New York State Energy Q V) 10.Contractor to indemnify Architect and Owner and hold harmless. Bridaina and Blocking Conservation Code fora 5750 cegree day climate area. C520 0520 r r� 1. There shall be not less than one line of bridging In every six(6)of span in floor, attic, and roof FTA A +,,,.-- ELECTRJCAL (4) 8d Nals 11. The Architect is not responsible for construction means,methods,techniques,sequences, procedures or for the safety precautions framing. The bridging shall consist of not less than 1 x 3 inch lumber doubled nailed at each end 1. All electrical work shall conform to the rules and regulations of the National Electrical C 20 l- > 91141"SON STRONG-TIC and programs in connection with this project. or of equivalent metal bracing of equal rigidity. Midspon bridging is not required for attic or roof Code, Residential Code of New York State, and Board of Underwriters and its N 'CS70' Coil Strop framing where Joist depth does not exceed 12 Inches nominal cwa evrry stud referenced standard NFPA 70-200 {4} 8d Nr�s 12. Al construction with the 110mph and 120 mph three second wind speed regions(Nassau$Suffolk Counties)shall be in conformity 2.The electrical equipment and wiring shall be Installed in accordance with Chapters 33 PICA* with the American Forest$ Paper Association(AF$PA)2001 Wood Frame Construction Manual, 2. Block solid at all bearing supports where adequate lateral support Is not otherwise provided. lieu 42 of the Residential Code of New York State. h Block all stud walls at maximum Intervale*of 8 feet with minimum of 2 x solid material with 3. Electrical work to be Inspected b an approved electrical Inspection company. • •• Z tight Joints. P Y PP P .. ., '`Y �- 13. All contractors shall be licensed and Insured 4. All electrical outlets in "wet"areas to be ground fault interupter(GFI)type. • .• .�-'" Rirn .hist h.odar E_ 3. Provide 2 x firestops at midpoint vertically of stud wall. •' { {4) Pd Nota 14. Contractor to obtain Owners of Architect's approval for all materials,finishes and equipment prior to purchasing. All equipment Single and Multiple-9tatlom smoke Amrm•e • and materials are to be Installed per manufacturer's written specifications. Single and multiple-sta+ian_smoke alarms hall be In�lled In the follaw�l .❑ti❑ s: ••� 'Z_�oy � 1_ In each sleep1ng_room I (4) Ed �--S�PSM STRONG-TIE --(4) Sd Mals 15. Contractor shall keep the site clean and free of debris. 1. All plywood shall be Doug-Fir or equal. It shall be manufactured and graded In accordance with: 2_Outslde ofeach sap-ra�t�sl_Pephg❑rpa In the Immedl❑+e vicin> of the a _ p L)Ga Prod,r+G+an and PC;1-&A far ansir,cHon and Ind,*trial PI pad . t{4) 24 �' • Spoce one forLTP 4' SIIiR;ON STRONG-TIE U y�� _bedrooms- .• �•'�*. e•►3ery stun OS7rl' Coil Strap 2. Each plywood sheet shall bear the"APA"trademark 3- On eQLh�ddtonaLstoryo�+he dwellingIncluding basements❑nil cell❑rte hu+ rev oll aw eiwy /atk 3lud16. These drawings are the property of the Architect and shall not be used without his consent. Drawings shall not be used for Issuing 3. All end joints shall be staggered and shall butt along the center lines of framing members. mot inelu6ng er❑wl spasois and uninhabitable❑ttic4 In dwEllings�welingynits � 11`ll #111of a building permit unless signed and sealed by Louis Schwartz, P.E. 4. The face grain of the plywood shall be laid at right angles to the Joists and trusses and parallel with split lPvehmandwithautan intervening daar between theadjocen+levelsato the studs. smoke alarm lma+ailed Dni•!'leI�eper lev is-hall sufXce for+he_-adincent lower17. Contractor to follow all manufacturer's s ecifications,recommendations and installations on all products used in this project. Notify 5. Nails shall be placed 3/8"minimum from edge of sheets. The minimum nail pentration Into framing provided that the lawier Ipv IpIsIoss-than�ne full_star_y below-tha-upper level-P members shall be 11/2"for 8d nails and 13/8"for 10d nails.the Architect of any conflict between the plans and manufacturer's specifications, recommendations and installation details prior toV � � Installation of product On this project. Contractor shall be responsible for correction of any work that prevents the correct installation G. All floors shall be nailed as per nailing schedule. When more than ane smoke alarm Is reaulreed+❑be Ins+ailed-within an IndivlduQl�rellinbu y �L, of a specified product as shown on the drawings. +hP�Icirm devlce4 shell beJntercannected In sl�Q m❑ntler that the atueitul❑n of ane comm Plate to Header to Stud Plate rfT�l M Partitions will activa+e all of+he alarms In the Individual unit The ❑IQr_m-shal be clearLy-cludible_inalL w M W z 1. General: i2edr_oams aver backround noise�vEl� eh all h teve_nin doors dosed Floor to Floor Stud to SiII Plate Connection Detail 18.Match all existing conditions as they relate to finishes,listing, coursing,dimensions, height,alignment,etc. Move and re-locate g any partitions,wiring,plumbing and ductwork that may be conceded In walls or ceilings being revised,to provide a complete Job in all a. Provide solid blocking at 4'-0"o.c.between the Joist and first interior parallel Joist. l (.onnecton Detail 1--i Connection Detail respects. b.Splices of the top and bottom portion of double top plates must be staggered a min. Al smoke alarms shalLbe listed and install d In ae-r,5rdance with+he_provi ione of the �_ I � P Of 4-0" Residential Code of New York State and the household fire warning provisions of NFPA 72. w EXCAVATION AND BACKFILL c.Splices shall occur only directly over studs. 1. Contractor shall locate and stake out all existing underground utilities prior to any excavation. The utilities shown on the plan d. Lap top plates at corners and intersections. Power 5ourae I 2. Bearing Walls supporting one floor or more: In new construction,the required smoke alarms shall receive their primary power from the � H are an approximate locaton. a. Partitions must be constructed of minimum 2 x 4 studs spaced 16"o.c. of a lumber C > p type building wiring when such wiring Is served from a commercial source or pan on-site electrical 2. Excavate all areas indicated on the drawings. All excavations shall be the minimum depths required achieving clean undisturbed specified. power system, and when primary power Is irlterrrupted,shall receive power from a battery. rTable 3.11 Wall s - Exposure and Cladding Attachment Requirements for Wind w content and non-shit}In and non-shrinking soil characteristics. The Contractor shall be responsible b. If double top plateof less than 2 2 x 6's or 2 2 x 4's is used floor Joists shall be centered Wiring shall be permanent and without disconnecting switch other than those required for NAILING SCHEDULE: Table 3.1(WFCM) F Loads - Exposure B O Q virgin soil with stable moisture ca g 9 directly over and below bearing wall studs with a tolerance of no more than 1". overcurrent protection. Smoke alarms shall be permitted to be battery operated when Note: This schedule does not Include nailing for metal framing straps(see section Z for notification of poor soil characteristics to the Architect and shall not proceed with the work until receiving instructions from the Architect. c. Bearingstud walls must be sheathed with minimum 1/2" for stropping 7 tree Second Gust gyp. bd,fastened according to installed In buildings without commercial power or an on-site electrical power system or in PP 9 and requirements section for rough opening framing w;ndspeearmphl Rs 90 Ino uo 120 un loo manufacturerrs recommendation. buildings that undergo repair,alteration,chnge of occupancy,addition or relocation in requirements). 3. The Architect has prepared the drawings and speclfcatlons with an assumed bearing capacity of 1 ton per sq. ft. and an assumed soil accordance with Appendix J. All mailingIs a general s ecificaton it applies unless otherwise noted. STRncThRAL RHPATHING N U P PP H P E F E F [ P E 1' L• F L F E F characteristic Of sand or gravel with minimum traces Of clay unless otherwise noted. Corner Bracing Joint Description No.Of Nails Nail.Spacing sheathing Location' Stud(inches. Maximum Neil Sensing for Rd Cummon Mads or lOd Box Nail,(inches,o.cl" V1 V1 1. Unless otherwise noted,brace stertor corners of building w/4 x 8 plywood sheet of thickness to match Carhon�lonaxide_.Alarms z {rte, 0 4. All excavations for concrete piers and footings shall be a minimum of 3 it below finished grade unless otherwise noted on the plans, that of sheeting. Carbon monoxide alarms shall be Installed In the following locations: ROOF CEILING FRAMING 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 2 O ^ r--) C^ Inlctinr lone 16 6 12 6 12 6 I? 6 I? 6 I: 6 12 6 12 6 12 .--, W 1. Carbon Monoxide are required on each level on which sleeping spaces are located. Z Rafter t0 Ta Plate Toe-Nall 3 8d Common Per Rafter 24 6 12 6 12 6 12 6 12 6 1_' 6 12= 6 12' 6 12= H 5. All backfill shall be clean granular fill, 2. Overlap plates at all corners. 2. On any story where a fiuel�fired appliances and equipment, solid fuel burning P ( ) ( ) 1z 6 Iz 6 Iz 6 1z 6 12 6 Iz 6 12 6 12 6 2 P. appliances and equipment,fireplaces or attached garages are located. Perimeter Gage zone 16 6 12 6 iz 6 12 6 l2 6 12 6 12 6 Iz 6 12= Ceiling Joist to Top Plate(Toe-Nall) (3)8d Common Per Joist U w G. No backfill shall be permitted against concrete or masonry foundation walls without floor framing or proper bracing as required to prevent Nailin 24 6 Iz 6 Iz 6 1z 6 Iz 6 12r 6 1z= 6 12= 6 12 When more than onoGO alarm is required to be_lnstatled within an IndlviduC�dwellin Ceiling DIING ~ damage to walls. No backfill shall be permitted within a minimum of two weeks after pouring. The contractor shall be responsible for any 1. All nailing shall comply with nailing schedules shown, 9 LL° Joist to Parallel Rafter(Face-Nail) (6)led Common Each Lap BOARD SHEATHING or LAP Size Rafterfmss SpacingW dm damage to concrete or masonry wall. the-alarm devices shioll be In+erLonncted s In urh el m❑nner thaacb ++he .lotillein of one alarm Ceiling Joist laps over Partition(Face-Nall) (2)16d Common Each Lap ('"e'i°s,0e') Minimum NumPer Support ber of Rd Common Nulls or]())it Rus Neils O Q Ii nment m Lactvate-alLofthe eilartrts in+h IndividuaLunit The darmshall he clearly udible_1n all 1x6 or Ix8 Sheathing I2-24 z 2 z z 1 2 z z 2 1. All rafters and Joists framing from opposite sides shall lap at least six(6)inches and nailed together with hedraoms over h nQ`kroumd moles levels with all In+ev mina doorg-closed. Collar Tle to Rafter(Face-Nail) (3)8d Common Each End lxlo°r Larger Sheathing .2-24 3 3 3 3 3 , 3 (3)10d face nails. Blocking to Rafter(Toe-Nall) (2)8d Common Each End Nail%pacing at panel edges(in) C."ONCRE"1"E' All CQ lorms shall b IQ IstPd and Installed In accordance with theproyislam9 of the • Nail spacing intermediate supports in the panel field(in.) 2. When framing end to end Joists shall secured together with metal straps. Rim Board to Rafter(End-Nail) (2)led Common Each End J 1. Concrete to be plain, reinforced,minimum 3,000 p.s.l„28 day test,predicated on the above soil assumption. If other soils are encountered, Residential Code Of New York State and the household fire warning provisions Of NFPA 72 ` For wail sheathing within 4 feet ofthe comers,the 4 font perimeter edge zone attachment requirements shall be used r Tabulated 12 inch o.r:.nail spacing assumes sheathing attached to stud framing members with G>0.49.For framine membra with 0.42 G<0.49,the nail spacings lower bearing values are to be assumed and the foundaton must be redesigned. FIREBLOCKING/DRAFTSTOPPING WALL FRAMING shall be reduced to 6 inches ox, Power t;murra s_ 1. Instal frebloeking required as per Section R602.8 and draftstopping as per Section 8502.12 ofthe PI For exterior panel siding,Red%anized box nails shall be permitted to be substituted for common nails. 11) 2. Concrete shall be air-entrained. Total air content(percent by volume of concrete)shall not be less than 5%or more than 7%. Carbon monoxide alarms, carbon monoxide detectors,and alarm control units to which caTorbon p ate to Top Plate(Face Nail) (2)led Common Per Foot pa Tabulated nail spacings assume a building located in Exposwe H. Residential Code of New York State. monoxide detectors are connected shall receive their primary power from the building wiring, 2. Fre stopping shall be provided to cut off all concealed draft openings(both horizontal and vertcao with Top Plates at Intersections(Face-Nall) (4)led Common Each End o STEEL N01E92"nomimai lumber or 2 thicknesses of 1" nominal lumber with broken lap Joints or other approved material, and shall be equipped with a battery back-up system that automatically provides power from U one or more batteries when primary power Common is interrupted. Wiring shall be permanent and Stud to Stud(Face-Nail) (2)led CEach End 1. All Steel shall have a minimum Fb of 24,000 p.s.i. o without a disconnecting switch other than those required for over current protection. Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Shear Connection FI.AaHING/CAULKING NOTES Header to Header(Face-Nall) 16d Common 16"o.c.along edges v1 2. All Steel shall conform to the latest A.S.T.M. specificcrions for A-36 steel, Pipe columns shall conform to A.S.T.M.A-53. D Requirements - Exposure B z o 1. Provide metal flashing where frame lumber is in contact with soil or concrete. Provide hidden(blind) metalExceptions Top of Bottom Plate to Stud(End-Nall) (2)led Common Per Stud (Prescriptive Alternative to Table 3.4) O Cn flashing where tops of roofs Intersect vertical wall surfaces. Provide metal step flashing arond all chmineys, --- -- - -- - - ------- - ------ - -- r+- 1. Carbon monoxide alarms and carbon monoxide detectors installed in a building or structure o FRAMINS skylights and where sides of roof intersect with vertical wall surfaces. All metal flashing shall extend up Bottom Plate to Floor Joist, Band Joist, End 2 led Common Per Foot Three Second Gust Wind RS 90 loo 110 120 130 140 iso 'rte _ without an electrical power source shall be battery operated. ( ) 3 1. Minimum header size to be(2)2 x 6 with 1/2"COX Plywood Flitch plate unless otherwise noted, vertically of 4"from roof unless otherwise noted. Josit or Blocking(End-Nail) W o 2. Flash,caulk and seal all Junctions of new and existing roofs,walls and penetrations,to forma watertight Rafter'Ceiling Joist Wall Number of Rd Common Nails or 10d Box Nails(Toe-nailed) }- 2. In buildings that undergo repair,ateration, change ofoeeupaney,addition or relocation in Spacing(in.) Heicht(ft.) Required in Each Rafter and/or Ceiling Joist to Top Plate Connections'='a's 2. All exterior lumber and/or lumber with masonry/concrete shall be pressure treated(ACO)unless otherwise noted. assembly, accordance with Appendix J, carbon monoxide alarms and carbon monoxide detectors may be FLOOR FRAMING bate operated, cord 8 2 2 2 2 3 3 3 3 VENTILATION battery P type or direct plug. Joist to Sill Top Plate or Girder(Face-Nail) (4)8d Common Per Joist lz 3. All wood subfloors shall be 3/4"plywood+o glued and nailed to joists. 10 2 2 z 3 3 3 3 3 16 R 2 2 3 3 3 4 4 4 Venftlian Required Bridging to Joist(Toe-Nall) (2)8d Common Each End 10 2 2 3 3 3 4 4 4 L 4. All wood frame openings in floors, roofs,ceilings shall have a minimum double"trimmer and header"framing unless otherwise noted Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof NAILING SCHEDULE "B"(Wood Framing Construction Manual 24 R 3 3 4 4 s s s s N g 9 Blocking to Joist(Toe-Nail) (2)8d Common Each End In 3 3 a a s s s 6 0 ratters shall have cross ventilation for each separate space by ventilating openings protected against the ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS PrescripnvclitnitsarcbasedonassumptionsinToblc34. N r^ Each Block = Tabulated connection requirements assume a building located in Exposure H. O W V 5. All wood frame wall openings shall have minimum double stud posts at each end. entrance of rain or snow. Ventilating openings shall be provided with corrosion-resistant wire mesh with 1/8' Blocking to Sill or Top Plate(Toe-Nall) (3)16d Common \J p s When ceiling joists are installed parallel to rafters,the sum ofthe toe-nails in the rafter and ceiling joist shall equal or exceed the N Ledger Strip to Beam(Face-Nail) (3)led Common Each Joist tabulated number of nails required. k" J minimum to 1/4"maximum openings. TAT10 a To avoid splitting.no more than 2 toe-nails shall he installed in each side of a rafter or ceiling joist when fastened toe 2x4 top � � 6. All hanging wood joists and rafters shall be supported with steel joist hangers. ROUGH A B C D E F plate or.1 toe-nails in each side when fastened to a 2x6 top plate. Q Minimum Area OPENING Joist to Ledger to Beam (Toe-Nall) (3)8d Common Per Joist Z A Z 7. When Joist hangers are in contact w/ACQ lumber use stainless steel Joist hangers an fastners only, The total net free ventilating area shall not be less than 1 to 150 of the area of the space ventilated. W A A 2 - O 2 Band Joist to Joist(End-Nall) (3)led Common Per Joist a q 0 d x (1)2 X 4 1 1 1 1 Table 3.SA To and Bottom Plate to Stud Lateral Connections for Wind Loads w U A Q v 3, - 0„ 4 8. All roof and wall sheathing shall be 1/2"CDX Pywood. Vent Clearance Band Joist to Sill or Top Plate(Toe-Nail) (2)16d Common Per Foot p A minimum of a 1"space shall be provided between the Insulation and the roof sheathing at+he location of the vent. (1)2 X 4 2 2 2 2 Exposure B SCALE: " 2 2 X 4 OR 12 X 6 3 3 3 3 ROOF SHEATHING (Prescriptive Alternative to Table 3.5) 41I = 1 9. All wood floor joists,and flat roof rafters spanniing 10-0"or greater shall be provided w/bridging at mid-span or at no greater than 6'-0" 6 - 0 6 O - -. - - __ _ _ - _ If I IN 8 - 0 8 (2)2 X 4 OR 12 X 6 3 3 3 3 Structural Panels(See zone diagram) Three Second Gust Wind Speed(mph) 'Rs 90 100 110 120 130 loo i50i OF intervals. 11 P P Required Number of 16d Cummon Nails or 40d Dux Nails per Stud to Plate Connection 5 G. C ll, 1. All glazing shall conform to 8308(Glazing)of the Residential Code of New York.State Interior Zone 8d Common 12"O.C. Stud Spacing(in.) Wall Height(ft.) 10. Provide double floorJoists under all paralllel walls above. 101 - 01, 10 (2)2 X 6 4 4 4 4 1 t.2.a WINDOWS (2)2X6 "_55 5 Perimeter Zone 8d Common 6o.c, R 2 2 2 22 2 2 2 12' - 0" 125 in z z 2 2 2 z 2 2 11. Install steel strapping at all framing members as required. (See Details) All windows specified as an egress window shall meet or exceed the requirements of the RSCNYS(Section 310): 8d Common 4"o.c. 12 2 2 2 2 2 2 2 2 a Gable Wall Edge Zone to Min. Opening Area=5.7 sq.ft. Notations: p p P P Min, Opening Height=24" A. Number of 8d nails at each end of stropping CEILING SHEATHING l 14 2 2 2 2 2: 2 2 3 to 2 12. All to Tates in wood frame walls shall be doubled and overs with intersection walls if possible. 16 2 2 2 2 21 2 3 3 top 18 2 2 2 2 2: 2 3 3 F orJ'008-, 4i Min, Opening Width=20" B. Number of sill studs on the flat(does not apply ashore. Gypsum Wallboard 5d Coolers 7"Edge/10"Fleld 20 2 2 z 1 2 2' 1 3 3 1 3 1 ARaFESSto 13. Dimensional lumber to be Doug Fir#2 or better,(Min, Fb--900, E=1.5 x 10(e) SIII Height=44"Max AFF C. Number of full height king studs at each end of side header. 8 z 2 2 2 2! 2 2 2 D. Number of 16d nails end nailed through adjacent kin stud+o end of header in 2 2 2 2 2' 2 2 3 14. Laminated Veneer Lumber(LVL)have a min, Fb=2,650 and an E=1.5 x 10(e) DRYWALL NOTES g J g WALL SHEATHING 12 2 z 2 z 21 z 3 3 W NAME: at each 16 14 2 2 2 2 2! 3 3 3 E T A I L S E. Number of J a Structural Panels 8d Common 6"Edgell2" Field Typical�eathr❑am Walls� Ceilings J ck studs a+each endof headers(assume double headers) le 2 z 2 2 z; 3 3 4 15. All shims under cellar girders to be steel only. 1. Provide 1/2"mold�moisture resistant gypsum board to all walls$ceilings,Including all bathroom walls and ceilings F. Number of 16d nailsend-nailed through advent jack studs to end of slll(s)at Gypsum Wallboard 5d Coolers 7"Edge.40"Field 18 2 2 2 2 3 3 4 4 and any wet areas. All gypsum board shall receive one coat of tape and three coats ofJoint compound minimum, each side, (Does rot apply to owner) 20 2 2 2 2 3i 3 a 4 & NOTES 8 2 2 2 2 2! 3 3 3 Bolts in Wood Framing All walls ceilings and g=ledges to receive Ile or stone shall be set on 1/2"cement board. FLOOR SHEATHING (Subfloor) 1n 2 2 2 2 31 3 3 4 1. All bolts in wood framing shall be standard machine bolts w/standard malleable Iron washers or steel plate washers 12 2 2 2 2 31 3 4 5 Structural Panels 24 14 2 2 2 3 31 4 4 s DWG, NO.: Gar ge Wall llinas 16 2 2 3 3 41 4 I 6 2. Steel plate washer sizes shall be as follows: 2. Provide one layer 5/8"Type-X gypsum board to all wales and ceilings of all attached garages and room enclosing 1"or Less 8d Common G"Edge/12" Fleld lR 2 2 3 3 4 s s 6 a.1/2"and 5/8"Diann. bolts-2 1/4"sq.x BAG" heat producing equipment. Provide one layer 1/2"Type-X gypsum board at all Interior house walls common to20 z z 3 4 4 s 6 7 Greater than 1" 10d Common 6"Edge/6"Field Prescriptive limits are based on assumptions in Table 3.5. b.3/4"Diam,bolts 2 5/8"sq x 5/16". garages. Provide one layer 5/8"Type-X gypsum board over al heat producing equipment In all unfinshed openz Tabulated framing loads and connection requirements shall he permitted to be multiplied by 0.92 for framing not located Note: Maximum wall height 110/120 mph zone, Exposure B$Spacing 16"O.C. within R feet of corners. 3. Each bolt hole in wood shat be drill 1/16"larger than diameter ofthe bolt. cellars. 4, For all anchors, we typical details. is 14 feet, see plan for additional Specficction if applicable. r Tabulated framing loads assume a building located in Exposure D. PAGE 2 OF 3 d- N c I � St"CtS►3Q F'L.COR r""R.G.M1►A& t�.,A`{OlI`r� Se.44� - '1'4"= 1'-Q'\- M 4gi _ 2„ 4'_$" 1'.a..;/" 4'.b'It: 1'•3s/" 41.6'r oi' - 4-" l 41. le+ie .. 1 e �• �� S 3 5 S S g co m , Y g. c� b C6#,Ako,3 It'-4 "t",R, Ne«AT T H S 'gM.42"� z' F P p P p P ti S • SEAT ... -. - ' .. P � � ter W 5 O n,T2y )='o"tomltrJ��ow> Geaoe»a, WA" ., N O � g'-toYtom'-b'lrr'.>~C�•rur�car. AtA H E S W O e:,r E � C7 Z CE1WPAG,ane""To' 'Hi" xq�•5° II' 4c�. wu�a L g' °v a'-10" 2° 'C2A`t C�rua6 d ,d- b v ha�r�..SMer,re` ` b b�a x• S 0 L Av Atglo `s• S Y l •._.... .r_ ... _ I � — y k 'tnl a\..�-1 N Cws�-r . •�j R H � E•- E z 1 s 5 Orye: v K �, /VI,AS"r��. �E.DQAOM- -:� �\, `\ T •� _ N_ N o g. D. N G►`tl'�ut' 14'-O""' 101.I" TRmYCEr�.a4uCA ElG+t-r /i aN\b L er —(2)14"AJS 20 0o eamF 11 - p - N No=Va 2 ,fie v t 6 a R. b a\aG R_oon►. .o d•. I s O s H r u�naA�. O � D i ' � \ T k Ca 01v, ?.' a a K L s `IO I a Q •� ', � I I• c � t �— T S � K w M w N M 49xT56"• . t �' �"� b I' - ! �' O r srArxsr+o.E¢ I '' � ;:' ;;' �� 46.5: �•, �_.I � t�;• r�1 j` •�u IA ilµ� ' N rn7 3 • �' S � � 5 � r' r� .i� 4"AJ5 25 Wood I-Beam FJ 1 0:0. 4>= ✓ C� t"' H � �I . I m a' O t= g �.t O ✓� O 00t O P y jl Q n >r 6• 8-i� B O m, % S g°. cam\. I Db \ p� a" T 3 I 3 N• Q`° _ L. l -i j J N �, p Pejo%p,Ner�dls�AD�Yic �' ,•. ;a; ; . . 4"AJ5 20 Wood 1-5mFJ 6" L M 4. N U O a,. r'. _ - -•t. ! .I —i •T J 3 (fit �. S -r�+c,Rs' p,►r►TQc Naga. .,y. 0 �,' v z A tea. ;I 1 N I O • g'.4a,x 5` I'IL",~�'- "G.K. 3' ' .►q'-•I���z� I4 a0'� k 6'- "G¢wc NEt6NT G j ! � I 5 H + L Zi a - -¢- Ate. 4>= a E �� = X :., _ ..l �� i I i I { � t j � I I t, � Lv M i , i .. ,' " II• 5 W F•Li 4. 'AJ5 20 Woodeam N p 1 I i I i i i S Oath S (9. R..o ON- ,--.gyp I I i E ! d ti 141 u t0-I" r'UYCEw.Ar.QFi&UT Caul ,.,r , .. , q n , S): j /2 S { Pr :t eo��5. ,:.,: I •&' 'K 14•t'O +c 10'.t'•-fQgY Ck��wG 1ae�[NT. , T + � UP � _ _ + yrs L � .:/y � •• T S �•' - .i• K ate,,_.._. U . S O cr 'u�j ,�._ �g tie"v..N •�� .. n ar.+i PRtiyr�-rte Bark 'tIo N " "G8'I-tPoH"n�a r'a"asA om�' f.oeCm AR� A Z- hX WAa•xI►i ! rI (1 b x,a,�A«ar Roee� SK��t" frn ` S \ O c' _� Dwu wtiu U ; (N J Cao �•I � Qoaa RoaKw�,.a,� �I;` .. V)OWt tU �\ pPE,3 A6ouE It"K,aN f \� C $ s r (s -10 'x' -O Y 12-0 \ �•. Y/A S W A C7 3 A r pt• it' (Go.►ua.a-twIC��u�6Uet �t WC S A d � _.... ...... . . .. + t N Ws U A A U n' S _•___..._..._.- ,. . ., bwr+r¢traot `'" : S SCALE: ...... .....�.. ._______ �`�• s s (D �'• s s � Orr _ r • .• T T A W 4-" S i 1,, 3r 11 3'- tl" 5'-. r __. _- - �7008 X 4„ 3,-�„ .3,-Z„ q,• 3r Z, 9'• 3r Z” 3'.�" 9' -h' 14'- b" I 0FESS10 �{-q'- z" I NAME: 2ND FLOOR All PLAN DWG. NO.: A - 4 PAGE 5 OF 3 N _ n i A MC2ZatJ1►J� LI✓.1<<I �i�cc2. PL.lW - Scal.�44'= I1^ bll j i. 1 n , t F 77 /�E22ar\�t►�s= �.t;v�L-•ih2A/\�I/,,,C.,PI,AIv — SGA,L•E- 1411 � l -b I �J I ! i ! i • (: i , O � x NN fl I if , I 111 `��� �•\� ! t 1 ��, /1 F-! z 0 I a 1 u i .. � ! ' •• ,tir., .",.�• 1 I ,... `\\ .,\\` 'i ,/r , i // dry) i /,(2)1 3/4 x 14 LVL Girder W W O S r t W . I z •1: i i i U L n M h� .I. S �►c ! MEZZAIJINIt- L �, I .f.:.`' '• I .. t> JI hal O , I . N I .$ 'CEtta.•ff. at64lT t.� ( I I + p li hl I ! 016 '� i i ,! , .;�.:.:•!..�"� t 1. 1 M'--I 11 ! w j O ►� Treated 2 x 10 DJ IT 16"O.G. ! Corn i H T� I' H t ., •H H �• H •�5 H 1� K , N .1 . I I U i I I + + i i ... ! i� i t ry , 1� z O ti `4 ` 1 1.. u 1 W �- f' i t _ � Q I • 1 - I P 1 Q, I , 4 , E-' ii. "rs .i •t f r _ r •):. T 7l8 �1�/ML r 4} ..,el: 'It + 4' / , lig 1 W •�;.; ..;. ,.�... .. , n:•�.' 1 .� /, 1 (2)13/4'x 14 ' z LVL Girder v W b&N141 LandingIf r i,_'ri•'Y'."ti, :t;_{r` t I /'A, �/ 1j \t` I I 11 • 1, � � � ",+.•ia„�ytrr,,,�. .Y'•: ; 1 I /i'/ // 1 \\, .. 1 1 \1 �Q (. I 11 1 01/1 1 / V 1 O / 1 1 \ - �• .. .2�.is ?, � .. /i, /1 _ _ 1`1`\ �' ;' II /i I if i... 11 �_ p W O 71 Zz : I3 z as .' IF 1A ` F SCALE: A A U I F 1 `I n 1 i .. _ p SOF c loo Cl uj _ ............_._ _. .. ... ...... .................._.. _.._.__. _ _.. ....... _ . _.__.._. ..__.... _ _ ........._. i I 1 r 0FES5% NAME: MEZZANIN t;� A4� PLAN DWG. NO.: A � 5 PAGE 6 OF 3 N VJLA.-tau'a' pLA.N �. 'S 4 ,/4" l�^O'� (Z,.ao�/ t tJou7S ►vJs � 1:"{�,MI+JG I ; P • I R Q I � p R �. :i i I Q I k A ' ` I O O O 2x10RRLI)le, ' .c. 5 Q M1 2x16RLs161,O:c. .j P I v� \R P ' P H O a W �IIX IN • r P, - - - 2 1 3/4 x 1 LVL Girder. � 43 00, Q ~j 1�'L �OOK P t'C C4� ��Y PlGA1, ... _ '� � • . I•ax1oR12C�16°b.c. 1� � .'i: � •P� O ^ 777 0 II 1 /4 x 1 LVL Girder UP Ltwflta� ol• .. . � .. ... ti., � i .I ,..+� � met P, Q���9- � � ? -�;. �; P � o RRIe16"O.c. �; I : w lo \ T,, C5) N ' I r ,0iv:• '�') '� !:' �V`v L• .� F _�- .T. _ P- .-{� '� O W r- V V J - �. : •�\� �� i .� L ` � �,, � :. S ''� � C7 EWA Oq � Z Z ® I _ re k a A d 1 ' I U I A AI U SCALE: s 1 All = 1 ' s ! P R I P P; P cl0 006A s ti I ! AR�FEsslo�'�� ' -, .. ........ .._......._.....__... . ......._....... .......__........................ ..___....... _ . _.. _ .. _...__...._....._.....__ ___.._.... . . . . NAME _.. _....._.._1_....--- ....__.;_.__._._._...__._._ _...._.-...._...__... - _....._... _._...._...._.......__....__. .._....__...._....... A ROOF OF PLANS DWG. NO.: A - 6 PAGE 7 OF 2 �a Cold Applied Rubber Membrane over 15#Felt over 1/2"CDX Plywood Sheathing over 2"x 10' R.R. @ 16"O.C.. 13/4 x 14 LVL Ridge 1314 x.14 LVL Ridge Open Widows Wnik 2x10 RR@16"O.G. LSTA Ridge Strap - --- _._. . 0.2 G� �©� .. Z "Simpson" �lgn t @ Rafter - - -- -- -- -- �O (See Detail) P. Stbe O- UJ zcj'�� LOAI.K �rJiSHE�D bELic-tkaG Each New _ --- -• - - - ' Asphalt Shingles over 15# Felt ' L over 1/2"CDX Plywood Sheathing '= 1/2" Drywall Cel.lin9 over 2"x 10"R.R. @ 16"O.C.. "Simpson"H2A at All i' Rear 2nd Floor to 1st Poo it New Rafters Provide Ice Dam 24"Wide from , 2 x B.GJ @ 1ro"O.G. �; ' R-38 Insulation Roof Edge. (See Detail) Attic/Unconditioned Space Heated Living Space1/2° Drywall Attic/Unconditioned Space.. >M}r Mezzanine/Loft _ •, Knee Walls Open to LR/DR/Foyer R-38 Insulation and rear Staircase and Landing (2)2 x 6 Plate , ': � @ l- '- R-19 tion 2 x 8 GJ 16"O.C. R-30 over Insula __..___..• _.._..._ t - __ ._..._..-� _ Cedar Shake Siding Its over n - T ek over R-7.5 Foam Z _...... Board Insul over 1/2"Plywood Master Bathrooms Bedroom 2s Walk-in Closet o Sheathing over 2"x 6"studs O WIG - @ 16"O.G.w/R-21 Insulation I Oen Cathedral Ceiling J =� w O Master Bedrooms Open Cathedral Ceiling c� v, Li. ,in Room Q WIC Dining Room ! i Living'Room _.... 2i x 6 Plat . ..........._...__.....__._.__..__._.__.___...._ i � I.,..._...____..+_ a r � Rimboatd , - _ 9,1/2"TJI.210 Wood I-Beam (2)2 x 6 Plate � 1/2"Drywall Ceiling' 1/ d _ 14"AJS 25 Wood I-Beam 16"O.C. -- ` (� h R-38 Insulation • ...._.. --- Front Foyer z 5/8"Type"X"Drywall Ceiling O i - I IZ-21 Insulation P,21 Insulation i ! ;5u room Q a 2'x 6 Plate 13/4Plywood O _ t i 5ubfloor , II i 2 x 6 Plate. � - - - Open 3 Car Garage 5/8"Type'X Drywall Type"X'' Drywall 14"AJS 20 Wood l-Beam 16"O.C:' Install-Copper Termite Shield 4'' - --- _ --- j (Entire Perimeter) w M O P^ M ( )Treated 2 x 6 Sill c ____...._...._. . .___._ 2 /�v�c� °�E�e �S� mss= � Q w z --- _ __------- _.._—.- - ------_- -- - - I Seal AQc u„ P,�cu: —. �tu.p� a Pns r�k,c� _ S15L.5 ' 14"AJS 20 Wood I-Beam 16"O.G. 1/2"Anchor Bolt _ _ an ►_ �. E-+ I + EY-tSYias G._.'+t ��v 35,Z_S Front Basement Mechanical Space Unexcavated Space Rear Base ent — PR emcee ��"��'RTtO'''' p ""'�`� 1 3/4 x 14 LVL Ridge Cold Applied Rubber Membrane over 15# Felt over 1/2"CDX Plywood Sheathing W over 2"x 10"R.R. @ 16"O.C.. F--1 j 8" one Found.Wall O i "Simpson"LSTA Ridge Strap z @ Each New Rafter Open Widows Walk (See Detail) 6 x 6 WWM Reinforcement i N U O Asphalt Shingles over 15#Felt _ "�p� Stflt_O r UJ I bO WD A t.k�5 � Z 4 ml Plastic Vapor over 1/2"CDX Plywood Sheathing - _ - - - I r. kA D�cac_t a6 a. 3 z Barrier over 2"x 1G�'R R.@ 16"O.C.. _ T - - - - - - `� t - (�0�- 2 ") O r� O Section A-A Provide Ice Darrr 24"Wide from ' •` Roof Edge. He4te 'ving Space Covered Deck v W Mezzarline�t�:o{t "' w Sun Deck Unconditioned \. R-38 Insulation Q O Space R-38 Insulation $ R-38 Insulation R-21 Insulation "Simpson" H2A at All '� U New Rafters I j '� 3/4 PI (See Detail) j,% Plywood _ _ _ _ _ i .� 5ubfloor (2)2 x 6 Plate R-38 Insulation (2) x 6 Plate i� Covered Deck j z o Be room 3's WI 1/2" D 1/2" Drywall Ceiling 2 x 10 RR @ 16"O.C. i O N Drywall Bedroom 2's'Walk-in Closet Bedroom 2 �° > ! 14"AJS 25 Wood I-Beam 16"O.C. d Rimboard R-30 over R-19 Insulation 3/4 Plywood i 2 x 6 Plate SuVoor 2 x 6 Plate .. N ' 3).13/4 x 117/8 Micro-La m Girder o - t1I N Cn (2)2 x 6 PlateL ' 1/2" Drywall Ceiling v O 3 d oa Ga ' R-30 Insulgtion ' 14"AJS 25 Wood I-Beam 16"O.G. Z z i Covered Deck 9-21 Insulation 1 (2) 2 x 6 Plate 5/8"Type"X"Drywall Ceiling R-19 Insulation �' U A A U Sunroom - _ -Family Room SCALE: 4" = 1 ' 2 x.6 Plate j - 3/4 Plywood Q W Subfloor I o Sc 1 2 x 6 Plate -. - _ , - - - - Sys 22 .. .. cit-AFS .{ ay _ I R-38 Insulation . .,• , ... ,... O E agt0��4. S '• 14"AJS 20 Wood I-Beam 16"O.C. i FCut�:sATaJ 14"'AJS 25 Wood I-Beam 16"O�C. I Tic S' pp-okir-eb11 Vd NAME: 1/2"Anchor Bolt (2)Treated 2 x 6 Sill _ i — 32"O.C. Max i Avet+Ac E-�`-�s�� Install Copper Termite Shield Basement SECTIONS Sill Seal (Entire Perimeter) Daylight Baseme t h£��asD 8"Conc Found.Wall Rear Basement I i pgm-mcb6-Zuu�I - I 'E ZSR' Acr-„ate. DWG. NO.. A - 7 6 x 6 WWM Reinforcement 4 mi Plastic Vapor Section B-B Barrier PAGE 8 OF 3 N s 4r O �. A"M LLM.21z 1 v _ w o _ _ . f ._ ...,....._. _...-_._..____________.__�-_____.___-__ _ _ C�1 �► C� Cil _ I ` rte' l D E. N O a--r 1-1 E�A..S T E 1- e v A,-r%o N - S c A� L.E [� - 1� • � � Ngo o I_ W o r r— _ ��'_ ► i I o _. . : .:.: \� cl W Z .. Z � q SCALE: -- LL -- AR�FE98%0at l W NAME: -.._ -----_ _ _1_`, EL E VAT I ON S ! . . _ _... ' N\ DWG,St I NO A 8 �_._.._..- - ..._... - ........... _._._.... . _..... I - - -- - - _...._.. _ _ _• PAGE 9 OF 3 N O� M G A Y4-1 ••t. - r _ ° .,.m ,+.v •�1 •rN:1 it•.,�,.�,,:•,�:,:�:,.�,;,.�� ,t ;G•a,.,�l:,�...T,i j I - - - - `\• I rn - j .7710 �-1 Z , W O /✓'�� , ' O oW o U W I IS) to ... - ig;; - �- ( N C7 H W I Q z Ga (�__ � z SCALE: 4 1 EIr r�� -- `ter •.�•..-.___. _____._..__ _.. 13 r IL 0�T006- AR0FESS%d��� NAME: ITi ELEVATIONS DWG. NO.: PAGE 10 OF 12 Y . -:,k ,� ;v sem;,a14•�i � • pr ` t�!�... '<.�a[t , ll AtCHI ���` + D STG C J 5 WINDSOR RD,GREAT NECK,NY 11021 917-513-5791 V S INFO@SOLVEARCHITECTURE.COM b 1 PROFESSIONAL OF RECORD: ' Ps O� n � ��RED �G♦��PGOB 0 1 1—I►I=T1-1i-1i►-I I I=1►I-I I I- I - _ P301 .2 . 1 . 2 PROTECT ON OF OPENINGS . ° I I=I I I I -1 I IEI 11=1 I 1=1 I El 11=1 11=1 11=1 I I-►I El I I-I I El 11=1 11=1 I Ed I I=1 i 1=1 —1 H-1 11=1 I - 1=1 11=1 I - I 1=1 11=1 11=1 -.. _ -1 I I-1 I I-1 I I-1 1 1= 11=1 I =1 11=1 11=1 1=1 I I-1 11=1 I =1 11=1 I I-1 11=1 I I-1 I- 11=1►1=1 I t=1 1=1 11=1 I I _ EXTERIOR c�AZING IN BUILDINGS LOCATED IN W►NDBORNE DEBRIS REGIOUNs ` REMOVE E POCKET DOOR AND WIDEN OPENING TO - = 1=1 I I=1 I I III=1 I=1 = - =1 I =1 I I=1 I I=� =1 I I=1 I I=1 11=1 I El I I=1 11=1 I I=1 1 1=1 I El 11=1 I IEI 11=1 11=1 11=1 I I-1 I el I M I I=1 I IEI 11=1 11=1 1 1=1 11=1 I I=1 11=1 I IE I I=1 I I— I— O _Iii—III I I — — — I I III—III — — — — — — — — — — — — — — — — — — — — — — — SHALL BE PROTECTED FROM WINDBORNE DEBRIS, WOOD STRUCTURAL `�' 043339 caslNG To MATCH E - _ - = 1= = - - _ _ =1 11=111=1 1= - = - =1 1=1 11=1 11=1 11=1 1=1 11= MI 1 1EI I I-1 I -1 11=1 I I-1 11=1 I FH I I-111=1 I IEI I I-1 I I-1 11=111=I 11=1 11=1 11=1 I I-1 I I-1 11=1 11=1 = 1=1 I I I . qT s' 0" M,NIMUM. PROVIDE (N> ( > -1II-III-III-III II I III-III-111_111-III III-III-II1-1II I I II II II PANELS WISH A THICKNESS OF NOT LESS THAN ? INCH AND A SPAN NOF FOFNEw� I-►I -1 I IEI I IEI I IEI I I I I IEI IIEI I I-1 I I= I IEI I IEI I I=1 I I=1 I IEI I El 1 1EI I IEI I IEI 11EI I IEI I -1 I IEI I -1 I I-1 I IEI I -1 I IEI I -111=1 I IEI I I-1 I i-1 I IEI 11=1 11-1 I I-1 11=1 11=1 I I-1 I I-1 I I-1 11-1 I I-1 I I-1 I = I 1=1 11=1 I IEI -1 I , ,s -! IEI I I=1 I IEI I I=1 IEI I I-1 I H-1 I IEI i t-1 I IEI I I=1 I I-111=1 I I-1 I IEI I IEI I IEI I I-111=1 11=1 I I=1 I IEI I IEI I IEI I I-1 I I=1 11=1 11=1 11=1 I I-1 11=1 I I-1 I I-1 I I-1I 1=1 11=III=1 11=1 I I-1 I -1 11=l 11=1 11=1 I I-1 I -1 I I-1 I -1 I I-1 11=1 i III-I NOT MORE THAN 8 FEET SHALL BE PERM R =1 I I=1 I=1 11=1 I i- 11=1 I I-111=1 I - - - - I i I-1 I -1 I I-1 11=1 I-1 11=1 I-1 I I-1 I I-1 11=1 11=1 1=1 I = - 1=1 I I-11 I-1 I ISI I I-1 11=1 I I - - - - - - - - I- I I-1 I III-- PERMITTED FOR OPENING PROTECTION. T G =I 11=1 I IEI 11=1 11=1 I I I 1=1 11=1 I 111=1 11=1 11=1 11=1 11=1 I IEI I i t I 1=1 11=1 11=1 11=1 11=1 11=1 11-=11 I-I I1=11 I-I I IEI I I-1 I CI I I I I=1 I I= I IEI 11= PANELS ENING BE PRECUT AND ATTACHED IT THE FRAMING OPENING.LADING __El I IEI I I=I I I-I I FEI11=I I I=111= I I-I I 1EI I IEI I IEI I I=I I IEI I I=I I I=l I IEI I I=I I I=111=111=111=I I IEI II=I I I=I I I=111-I I IE1 11=I I I=I I IEI I 11=111-111 I I I-1. THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PROJECT: 11= W%wlil =1 I I-1 1 1=1 11=1 1 1=111= I I -1 1 1=1 I El 11=1 111 11=1 111 11=1 I I-1 I I-1 I I-1 111 111 11=1 I IEI 11=1 1 1=1 11=1 11=1I 1=1 11=1 I I-1 I I -I 11=I 110 I IEI I I= PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METOD 1=1 I II I I=1 I I-1 11=111=1 I I= I IEI 1 1=1 I la I I-I I I-I 11_1 11=1 I MI I 1EI I I-I 11_1 I I-I I IEEI 11=1 I I_1 I I-I I I_I 11=1I IEEI I I_I I I_I I I-I I I-I I 11_1 I I-I I I I I I_I I AND SHALL BE SECUTED WITH HE ATTACHMENT HARDWARE PROVIDED. =11 IEI II=I =1 I IEI I IEI 11=11 I= I I I=1 11=1 i IEI I IEI I IEI I I-1 I I-111=1 I =1 11=1 I I-1 11=1 I El 11=1 I IEI I IEI I I-1 I I-111=111=111=111=1 I I I I I=1 I IE 11=1i 1=- ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONENT AND -I I 1=1 I El I l =111-111-I I I= 1=III=III-III-III=III-III-III=III=III=III-III=III-III=III=III-III=III=III=III-=III-III=111=11 1=I I I=I I 111=I I I= MECHANICAL '��!° 1=1110111=111=1 =111-1I I ELEC. I I I-111=111-111-1110111-1110111-1I I-1I IEI 11=111=111=111011IEI I1=111=1II-1II-111=11IEI 11=1I I III=I I IE I I-1I -1 CLADDDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE -111-I l i-111_11 1--iI III I I_I I I=l I GI I I=I I I_I 11=I I I=111=I I I-I I I_l I I-111_11 1=111-I I IEl I I_I I I-I 11=1I M I I=I I IE1 I I_I I I-I I I I-III-III 111_111- R301.2(2) OR ASCE 7, WITH THE PERMANENT CORROSION-RESISTANT 1=1 11=1 11=1 I I-1 11=1 I I IEI I I-1 I I=1 I IEI I IEI I IEI I IEI 11=1 11=1 11=1 11=1 11=1 I I-III-III-III-I 11=1 11=1 I I-I 11=1 11=1 11=1 I I =1 11=1 11=1 11=i I IEI I I I=111-111=I I I=I I I- I El 11=1 I El I IEI I I=I I El I IEI I El I l=I I IEEI I Im 11=111=I I I=I I IEI I I=I I I=I I I-I I IEEI Ila I El 11=111=11 1 1-111-111 111-111= ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED 1=1 I I=i I IEI I I=1I I- =1 I I=1 I I=1 11=1 I I-1 11=1 I I-1 11=1 I IEI 1 1El I I-1 I I-1 11=1 11=1 11=1 I El 11=1 11=1 11=1 11=1I 1=1 11=1 11=11 I 1 I I-I I IIg"j,-1 I I-1 11= ON THE BU;LDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS I I IEI I I=1 I I=1I I__I 1 11-I I IEI I I-I I IEI I I-I I I-I 11=1 11=1 11-11 IEI 11_1 l I-I I I-111=1 1 1EI I I-I I IEI 11_1 I IEEI I IEI I IEI I 1-1 I IEI I I I-111- I I IE1 I I-I I I_ PERMITTED �oR BUILDINs WITH A MEAN RooF HEIGHT of 45 FEET oR LEss -1 11=1 11=1 I I 1 I I-1 11=1 111 I I-1 I I-1 I I-1 11=1 11=1 111 I Ml 111 11=1 11=1 I I-1 I I-1 11=1 111 11=1 I I-1 I 1 I l=1 11=1 I I -I 11=1 I-II -1 I -1 11=1 -1 11=1 I la 11-1 I I I-1 11-1 11=1 I I-I 11=1 11-1 11-1 I I-I 11-1 11=1 I M 11-1 I El I I-1 I -I I I-I I El 11=1 11-1 I IEI 11=1 I El 11=1 I POWDER O 11-1 11=�1 —I 11=1 I I—I I I—I , WHERE THE ULTIMATE DESIGN WIND SPEAD IS 180 MPH OR LESS, ;111=III-III-111 RECREATION ROOM 111-III-III-III-III-III-III-III-III-III-III-III-III-III=1 i i-III-III-III-III-III=111-III-III I I-III-I i l-III—i -1 11=1 11=1 I =I I I=1 I I=1 I I=1 11=1 I I-1 I IEI 11=1 11=1 I IEI I IEI I I-1 11=1 11=1 11=1 I I=1 11=1 11=1 I =1 11=1 I IEI I IEI I I=1 I IEI I I =1 I (=l 11-1 I I-1 1=1 11=1 11=1 I I I I 1=1 11=1 11=1 I Ed 11=1 11=1 11=1 11=1 11=1 I IEI I I-I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=l 11=1 I I �P 11=1 11=1 I I-1 I Ell -1 11=1 11=1 I i^I I III-I I -I 11=1 I I-I 11=1 11=1 I -I 11=1 I I-I I GI I I-II I-1_I IEEI 11=1 I►-1 11=1 I El I I-I 11=1 III=1 I El 11=1 I 11=1 I I-I 11=1 11=1 1=1 I IEI I IEI I I 11=1 III=1 11=1 I I-1 11=1 I IEI 11=1 11=1 11=1 I I-I I I-1 I I-I 11=1 11=1 1 IEEI 11=1 I I-I 11=1_I 1=1 I I-I I IEl 11=1 I I i I 1=1 11=1 I I-I I -1 I I-1 I I-1 I -1 I _ _ __ r10 I I I-I I I I I-I I I-I 11=1 I I-I 11=1 11=1 I IEI 11=1 11=1 11=1 I -I I I-I 11=1 111 11=1 I El 11=1 11=1 11=1 11=1 I I I 1=1 11=1 I I-1-I 11-I 11-1 I I I I-I 11=1 I I-I I -i I I-I I I-1 I I-III-I 111 I I-I 11=1 I I-I I I-I I II I I-LL-I I I_I I I-I I I-I 11=1 I I-I I IIIII_I 11111-II !1--11 i-III-III-1 I I -III-III-III-IIII i l-II IIII-III-III-II I-I i l-III-IIIIIIIII-IIIIII-IIIIII-i I I-III-i I I-I I IIIIII-I I II -1 I I=1I 11 I IE1 I I I -III-1 11=1 I I-I I I-I I I-I I I-I I I-III-I 11=1 I I=1 I I-I I I-I I I=1 I I-I I I=1 I I=1I 1=1I 1=1I 1=1 11=1 11=1 I I =1 I I-1 11=111-I=111=1111 11=11 111=III=III-IIT-II1=111-I I -1II-III-I I IEEI 11=111-III-I I IEEI I I-I I I-1 I I-I I I-II--I 11=1 11=1 I IEEI I I 11--1 11=1 I IEEI� El 11=1II=1 11=1 I I I I IEI 11=1 11=l I I=1 I IEIII-III-111=1 I IEII1=1 11=III-III=111=1Ii-111=111-III-1 11-I I I-II1=111-111 =1 11=1 11=III= o =1 I I=1 11=1 11=III=1 I =1 11=1 11=1 I I-III--III-III-111=1II-1 I I-III-lI1-III-III-III-I 11=1 I I-I 11-I I IEEI I I-I I I-i I I-III-I I 11=1 11=1 11=1 I I RECREATION ROOM RECREATION ROOM I IEI 11=III=1 I I 11 El 11=f I MI I IM II-I 1-I I El I-I ElI1=1 I-III-I I-I I-III=I 11=IIIE 1l I El 1=1IIi=1 1=III-111 =1 11=1 I M I I-= D C 1 I 1=I I I-1 I I=1 I I-1 I M I I I-1 I I-1 1=1 I I-IIS=TI=1 1=1 la I EE1 11=1 I-TMII1=111=1 1=1 1=1 1=1 1=1 1=1 1=1 I-Ti=1 I 11=1 1=1►1=1 I III-II I=1I 1=III=III-III I I 11 I-III-I I -I II-II IEEI I -Ti=1 I 1=111-1 I 1=1 I-I 1=1 1=111=1I 1-1 1=1 1=1IIE1I1i=1 IEI 11 =1 1=1I 1=III- - Z 1=1 I l=1 1=III-EETi-I 11-11 11=111=1 1=1 I I-1 1=1 1-1 1EII�EI 1=1 I I_-I -1 I- _ __-=1 1 1=1 1-1 IEI I-1 1= 1 1=1►1=1 I1=1 I I =111=III-111-I►1-IT1-111=1 I 1= 1EI I- IEI - _ _ - - I i= I 1=1 = _ _ _ _ _�_ _ _ _ = I�I-1�1=III-I� '�� m C � -1 I =1 1=i 1=1 1-1 1=1 I=11 I ° a IEI I I-III-I I IEI I-11�-11�=1 I ---------- MECHANICAL ----=- - ------------- ---- - ------------------ IIS=1 I 1=11�=�I z - =111=III=111=111=111=III=111 X1 1 MECHANICAL -11 I=I I I=III=III= m 1=1 I IEI 11=1 11=1 11=1 11=1 11=11 ; ; -111=1 I El 11=1 11=1 I I I=111=111-I I I=I I I=11IEEI I IEE =I I IEI I I=I I I=III-I I I: K I I-III-III=I I I=I I I=I I I=I I IEI I =I I I-1 I MI I I-I I I=111-1 m =1 11=1 I I-1 I I-1 I El I El 11=1 I I ' ' — -_--_-_ 1 1 -I I I=111_111-III=III=III: - - = - I1=1IIEI I1=III-1I1=III- Z D -� '=111=111=111-III-III-111= 1 , 11=1 11=1 I I-I 11=1 I I �P 1 f 11=1 11=1 11=1 11=1 11=1 I I I_I I IEEII 1=1 11=III O --_ ,� 11=1 11=1 11=1 11=1 11= S C O I_I I I_I I I-III I I-I I El I El I IEI -1II=111=1II 11-111=1I1=III- 0o rn o CONDITI 1�1-1�1-111 . 0 11 O 1�1=1�1=1�1=�1 i dN[D STORAGE =III-III I II-III=1 'p Q 01 UP 1 1 UP ________________-" -_______________ F F - m r ■' -111 ------------------- r - ---------------- II i I ' 1 I i, F F F F F F F F W I I I 1 ♦ ` I I I f I I W HF F F F F j EXTERIOR � 7 ' TERRACE F F F L EXTERIOR ♦♦♦♦ 1 1 ' 00� UP 71 -4 7 7 TERRACE ♦ — - +------------------� I ;,!� F W UP J 7 (10 I I \♦ I 1 � i I I CAP ALL PLUMBING FUTURES BELOW SLAB AND INFILL `` f 101 SLAB AT THOSE LOCATIONS ' _II �`� 11 .'�, =III= __4 vp _=111=111=1 11 -III-III-II1= F F F F F-E! ALONG i- DASHED PORTION OF WALL, FURR OUT EXISTING `♦ I 1 • a _ OPEN 2x4 FRAMING AS REO'D TO ACCOMMODATE R-21 III I I-III-11 �� 1 1 ,' 111—==111-I I I- F F F F F �„ � �=11 I-=111=1 11=111=11 `♦ { 1 ,.' = I I=111=11Tctl�hl 1= INSULATION, COVER WITH z GWB, TAPE, MUD, SAND = 11=III-III-III-III=11 I f -II IE EI, I '------- --------� ,' — — — — _ AND PRIME _=111=111=111=111-111_1 I -I I " ° =111=1 I I=1 i -III-III-III-111-III- F F F -III=III=III=III=III=III-III=III-I I I -III-I I I-I I IEI I I-I II-111=1I1=1I1=I I I- F ALONG DASHED PORTION of WALL, FURR OUT Ex!srNG -I 11=I I IEEI 11=1 I I-1 I IEEI 11-I I I-I I I--I I -I I =1 I I-I I I- I I-I I I-II1=111-11 I=III-III-III- OPEN 2x4 FRAMING AS REQ'D TO ACCOMMODATE R-21 -III-III=1 I I=111-I I I-III-III-111=III=1 I =1 I - I a _ -I 11-III-I 1 I-III-11 I- ' -111 I I-I I- INSULATION, COVER WITH GWB, TAPE, MUD, SAND PROVIDE OUTLET WITH GROUND FAULT INTERRUPTER TYP. III-111= 1=1 I I—III—III-111-III—Ill—III=111=HIE I 1 =1 11-111-1 I I—III=�=—= 1 I—I 11—Ill—III—III-111=III— 1 I—I I =1 I I—I 11= AS SHOWN "— — I- AND PRIME 11-111=III-III=III=III=III=III=III=III=III=III=III-III=III-III=III=III=III-III=III-III-III-III=III=III-I I y I i 1=1 I I-III-I 11=1 I I-III-III,;I I 1=1 I i-III-III-III-i I I-III-III-I 11=1 11=1 I I-I 11=1 I I-I 11=1 I I-III-III-I 11=I I =1 I IEEI I I-I I IEI 11 1 I 1=1"- ' "-1►I-1 11=1 I I-i I IEI 11=1 I El 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I ' -1 I I_ I i, I I I- =1 11=1 -1 I I-I 11=1 I IEEI I I-I I I- 11=1 I I-I 11=1 11=1I 1=1 11=111 =1 I I-I 11-I I I-I I IEI I I-III-I I I-I I -III=1 I IEEI 11=1 11=1 11=111- =1 I IS 11-I I -1 11-I I IEI I -I I M11-I I MI M11=1 11=1 I I- ISSUED: 6/22/21 -►11=1 I I-I III=1 I I-1 I I-I I I-I I -I 11=1 I la 11=1 11=1 11-' Ed I El I El I El I I-1 I El 11-111=111=111=111-' DRAWN BY: ,Ijp REMOVE ALL OPEN FRAMING IN THIS AREA '11=1 I IEEI I IEEI I I-1 11=1 I IEI I IEEI 11=1 11=1 I I- SCALE: -III-I 1 I--Ll -I 1 I-11 l-I 1 I-III-1 I'- -I I L—I I I I r__ I r__ I r-- I I— ' AS SHOWN REVISIONS: A- BASEMENT BASEMENT PLAN A _ SCALE: 1/4''1'-0" A _ A- A A SHEET: FINAL BASEMENT LAYOUT ' Jury 2 3 2o2t b - _ •- .rt a ;` .' .. �r gl R3 ARCHIF t + DS Gu 01 . 2 . 1 . 2 PROTECTO �I OF OPEf� I GS . EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIOUNS 5 WINDSOR RD, GREAT NECK, NY 11021 SHALL BE PROTECTED FROM WINDBORNE DEBRIS. WOOD STRUCTURAL 917-513-5791 INFO@ SOLV SOLVEARCH ITECTURE.COM PANELS WITH A THICKNESS OF NOT LESS THAN 16 INCH AND A SPAN NOF PROFESSIONAL OF RECORD: NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. y(SREDq&C � oa Ptier PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METOD �,`'�'P� S AND SHALL BE SECUTED WITH HE ATTACHMENT HARDWARE PROVIDED, ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONENT AND CLADDDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE '' d R301.2(2) OR ASCE 7, WITH THE PERMANENT CORROSION—RESISTANT TE043339 � ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE 8301.2.1 .2 IS PERMITTED FOR BUILDINS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE DESIGN WIND SPEAD IS 180 MPH OR LESS. PROJECT: I 1 i i i i i i DOWN I I I I I I I - TRY 1 I ------ -------- i I 1 SUN ROOM of I UP UP I 1 REPLACE (E) INSULATED GLASS UNITS WITH GARAGE TEMPERED INSULATED GLASS UNITS FOR WINDOWS AND TRANSOM IN ADJACENT TO TUB 1 0 1 DON c/'1 SUN ROOM O 1 UP y C 1 tfmEANICAtCLOSET —� z 1 / HALL ���-�� 0 / / B TH O m C V J 1 BATH 0 LAUNDRY CLOSET m 11 ' 0 K S RIOR dtu O I' 0 0 of'�► n``` co F F F F co O i O 0 F N DINING g: 1 ' 1 TS. KITCHEN BED ROOM 5 F F F F F DOWN ♦ �` - / /�/ I DOWN �. v ' ♦ \`` / \ O TREPLACE (E) INSULATED CLASS UNITS TFWITH co TEMPERED INSULATEDCLASSUN TSO ♦ �\ /� 1 /� �� / WINDOWS AND TRANSOM IN ADJACENT TO TUB 01 ♦ �� / ' \ Xx ♦♦ - - -- ♦� \. j/i�\ F DOWN ♦ I DOW ♦ O j 7 7I 7I 71 ♦ I �� - � DOWN DOWN DOWN ISSUED: 6/22/21 DRAWN BY: JJP SCALE: AS SHOWN REVISIONS: A- A 0 A - 0 - A - GROUND FLOOR PLAN scnLE: �/4•=1'-0' SHEET: FINAL GROUND FLOOR LAYOUT A=331 tr 8301 . 2 . 1 . 2 PROTECTIOOE OPE NGS : �•:`w .�: .y,, up � , , f EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIQUNS D S1G SHALL BE PROTECTED FROM WINDBORNE DEBRIS. WOOD STRUCTURAL 5 WINDSOR RD,GREAT NECK,NY 11021 917-513-5791 PANELS WITH A THICKNESS OF NOT LESS THAN 16 INCH AND A SPAN NOF INFO@SOLVEARCHITECTURE.COM NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. PROFESSIONAL OF RECORD: PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING" RED PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METOD ��,��P oB Ps y2 AND SHALL BE SECUTED WITH HE ATTACHMENT HARDWARE PROVIDED. O � n ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONENT AND *, CLADDDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE <�': R301 .2(2) OR ASCE 7, WITH THE PERMANENT CORROSION-RESISTANT s 043339 QCF ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED �TFOFNEW'O ON THE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE DESIGN WIND SPEAD IS 180 MPH OR LESS" PROJECT: DOWN -REPLACE (E) INSULATED GLASS UNITS WITH TEMPERED INSULATED GLASS UNITS FOR WINDOWS AND TRANSOM IN ADJACENT TO BATH O BEDROOM 4 SHOWER LIVING ROOM O �-z - O o \ � CLOSET CLOSET Q CLOSET OO BATH CLOSET O ------ F/7 LAUNDRY 0 D O I 1:1 UP . BATH z BATHO � o DOWN a BATH m C C� O41 z m n zD � < o BALCONY BALCONY F' ' O O � - O Do M � � w BEDROOM 3 BEDROOM 2 MAIN BEDROOM 1 / REPLACE (E) INSULATED GLASS UNITS WITH z TEMFERED INSULATED GLASS UNITS FOR W WINDOWS AND TRANSOM IN ADJACENT TO TUB wz REPLACE (E) INSULATED GLASS UNITS WITH t TEMPERED INSULATED GLASS UNITS FOR c WINDOWS AND TRANSOM IN ADJACENT TO TUB W 0� cil O O ISSUED: 6/22/21 DRAWN BY: JJP SCALE: AS SHOWN REVISIONS: A 0 - 0 0 A SECOND FLOOR PLAN SHEET: SCALE: 1/4"-l'-o' FINAL SECOND FLOOR LAYOUT A=4 , 1 Y •{'s.yy'.Y°.[i�„'Iy +-�rrn�,�JrWcitd.,.'• :., t .1:0*'3' li, ADSG 8301 . 2 . 1 . 2 PROTECTION OF OPENNGS . 5 WINDSOR RD,GREAT NECK, NY 11021 917-513-5791 EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIOUNS INFONFO@SOLVOLVEARCHITECTURE.COM SHALL BE PROTECTED FROM WINDBORNE DEBRIS. WOOD STRUCTURAL PROFESSIONAL OF RECORD: PANELS WITH A THICKNESS OF NOT LESS THAN 16 INCH AND A SPAN NOF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. �EREOARc PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING G�5 PcpBPs�ti%F THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING, PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METOD r AND SHALL BE SECUTED WITH HE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONENT AND CLADDDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLEs F043339� Q� qT � (N) 30" POCKET DOOR TO MATCH EXISTNO R301 .2(2) OR ASCE 7, WITH THE PERMANENT CORROSION—RESISTANT OF NEW ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED -- -- ---- - = ON THE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1 .2 IS PERMITTED FOR BUILDINS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS PROJECT: DOWN WHERE THE ULTIMATE DESIGN WIND SPEAD IS 180 MPH OR LESS. PEN TO BELO 0 STORAGE O DOWN o C ^Z MEZZANINE m C c' z . C7 oMa m --IZ' o PEN TO BELOWx PEN TO BELO m O O m � ♦ -, MECHANICAL MECHANICAL GovE'R-ED--DECX— m w v<K wz 00 � I sl w UP 00 `4 I 11 k' ISSUED: 6/22/21 DRAWN BY: JJP SCALE: AS SHOWN REVISIONS: 0 A 0 0 0 - MEZZANINE PLAN FINAL MEZZANINE LAYOUT A=531 rd+ � JV A c I E ��+ D Stem 5 WINDSOR RD,GREAT NECK, NY 11021 917-513-5791 INFO@SOLVEARCHITECTURE.COM PROFESSIONAL OF RECORD: �EFtED ARC �G��P°os PSOy�2 O� ------------------------- i i i i sqT 043339 °QCE i 1ITIII ! III ! FOF N111 11 Jill E�N'� II � I I Jill III 111 11 1111111 11 11111 111 1 111 111 llllHill III III] III 111 11 IIIH 111 1111 )111 1111 I III I � ! i I CAP PLUMBING FUTURES BELOW PROJECT: SLAB AND INFILL SLAB AT THOSE I !� LOCATIONS ~~ ------------------------ PROVIDE " GINB AT UNDERSIDE OF O STAIRS/CEILING IN THIS AREAr A"i DOWN I I I II I I I I i I I � I ENT — 1 I I n I I i STORAGE UP fly E� I C ( O 2 GARAGE GROUND FLOOR LAYOUT SCALE: 1 4' 1'-0i V, 0 I111 11 111 11 Jill z cn C LLLL 11 TI 11 Ill ` z L r / E E OPEN FRAMING TYP. THIS LEVEL i ! � E _ C eciC — m Fn c� L J STORAGE Z m i co W l (31 II I FtII ! r � I r DOWN i \� ! GARAGE UPPER FLOOR LAYOUT / I ! 3 scALE: 1/4••1'-0• ,'`" ILA I ISSUED: 6/22/21 ROOF PLAN S�: 1/4•-1•-0. R301 . 2 . 1 . 2 PROTECTION OF OPENINGS : NBY� ��P EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIOUNS SCALE: AS SHOWN SHALL BE PROTECTED FROM WINDBORNE DEBRIS. WOOD STRUCTURAL REVISIONS: PANELS WITH A THICKNESS OF NOT LESS THAN ' INCH AND A SPAN NOF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. A _ PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. A - PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METOD AND SHALL BE SECUTED WITH HE ATTACHMENT HARDWARE PROVIDED, Z� - ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONENT AND A - CLADDDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE 7, WITH THE PERMANENT CORROSION-RESISTANT A ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS SHEET: PERMITTED FOR BUILDINS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE DESIGN WIND SPEAD IS 180 MPH OR LESS. FINAL ROOF/GARAGE LAYOUT A=751 ASPHALT ROOFING CAP SHINGLES j CONT. 202 RIDGE NAILER „ ARCHITECTURAL ASPHALT SHINGLES OVER UNDERLAYMENT PER MANUF. RECOMMENDATION OVER EXTERIOR GRADE OSB , 2x4 16" O.C. 5/4" DECKING DOUBLE 2x12 STRINGERS �� a CONT. 2X8 RIDGE NAILER @ OUTSIDE CORNERS TYP. / � 2x8 JOISTS 16" O.C. I //' ( I I I I PROVIDE BLOCKING BETWEEN \' -CONT, SHAPED 2x MEMBERS MAX. 16' O.C. ° MEMBERS AS REQ'D °(. 1 i' .`• �,. lt'm:'.'�{ � ail ! acNlE� + Dsr� '0 2x6 RAFTER TIES @ 16" O.C. `0 ! 5 WINDSOR RD,GREAT NECK, NY 11021 7-513-5791 N1FO@SOLVEARCHITECTURE.COM 2X6 16 O.C. a 7.2 PROFESSIONAL OF RECORD: \ , , SIMPSON H2 CLIP TYP CONT. OGEE GUTTER AR CONC. FOUNDATION WALL /,� \ // _ __ __ _�_ �— P C /T (2) 2x8 BEAMS W/ (2) � �I THROUGH-BOLTS 12" DIA CONIC. FOOTING TO \ / / I AND WASHERS @ EA. ' \ /' / 2 I 1'-4 " SUPPORT , FROST LINE W/ 4x4 POST jj \ �/ / SHAKE SHINGLES OVER - _ / 2x4 FRAMING 16" O.C. WRB, INSTALLED PER 4x4 POST �` � '(�4" 9'-6" 1'-4" y 043339 OQF ANUERECOMMENDATIONS, WET BAR OFNEW� E_ OVER �" CDX PLYWOOD 12" DIA. CONIC. 2x6 16" O.C. FOOTING TO FROST LINE 14— DOUBLE 0 DOUBLE 2x8 RIM JOIST II /, / / / I E _ _ — _ IEEiiEEIIEEIIEEI _ _ _ _ = _ ° � PROJECT: I}-• -. / / I 2x8 16" O.C. =III-1 I-1 I -1 11=1 11=1 1=1 1=1 11=1 !=1 1=1 1=1 -11 I-1 1=1 1=1 1=1 i=1 11=1 1=1 1=1 I -1 1=1 I-1 a -1 I -1 I -i I I-1 I I_I I I-! 5 // / . l 4 4 POSTS WITH 2x4 @ / I I-I 11=III=1 11=!I I-III=111 111=!11-II!=I I El I I-!11=1 11=1 I IEEI 11=I 11=1 I!EE I -I 11=1 I!=11511 11 I I III=III=lIIEl 11 11=!I I- 5 t _ -I I -I I I-1 I =1 I I=1 I I-I 11=1 =1 11=1 11=!11=1 11=1 11=1 11=1 I I-1 I -1 I -1 I II I I-I I -1 I -1 -1 I-1 I_I ° -I I I-III-I 1=1 1=I 1=1 16" O.C. FRAMING 11=1 I =1 11=1 I El I I=1 I I-1 I I a 11 la 11=1 I =1 I =1 I -1 I -1 11=1 I I-1 I I=H I =1 I II I -1 I I=1 I I I I=1 I -I t I I I=1 I I-t =1 I II t l=III- =I 11=1 1-I 1=1 11=!I El 11=I 1=1 11=1 11=1 11=1 11=1 I E=I 11=I 11=I 11=l 11=1 11-t 11=1 11=1 1=!11 III III II / INFILL STRAP TIES ALTERNATING j=1 11=1 11=1 11=!I I-1 I -1 11 11=1 I!-1 11=1 I -1 I -1 I II 11=1 11=1 I -1 I -1 I -1 I I-1 I I-1 11=1 I -1 1=III a 11=1 I II I-1 I-III-1 I BUILT UP RIM JOIST @RAISED / / o SIDES 16" O.C. -III-I (-III-III- I I I-I 11=1 1=1 I -1 I I-I I -I I -I I I-I I I=1 11=1 I I-1 I =1 I I-III-III=1 1=III=1 =I -LID ' '=1 I El 11=1 I I=1 11=1 11=1 I 111=111=1 11=1 11=1 11=1 11-1 11=1 I IEl I I_I 11=1 11=1 11=1 I-1 11_1 1 -1 I_I 1 1 I-1 -11 -I I! -11 � S I I=1 I I=1 I I=1 I I-III-III=1 m ° I=1 I I-I I -III-I I i_I I I III_III_III-III-I I I_I I l-I I I_I I I-I I I_I I I_I I I-I I_i I I_I I I_I I I_I I I_I I I_ PLATFORM //' / / SIMPSON H1 CLIP TYP. - 'I ° 111=III-III-III-III=1 / 1" ((Jo GwB ALL WALLS