Loading...
HomeMy WebLinkAbout38300-Z z"ter Town of Southold Annex 9/29/2014 ? , P.O.Box 1179 54375 Main Road 73 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37177 Date: 9/29/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5705 Nassau Point Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 111.-13-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/6/2013 pursuant to which Building Permit No. 38300 dated 9/3/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS TO A SINGLE FAMILY DWELLING PER ZBA DECISION#6665 DATED 07-25-2013 AS APPLIED FOR The certificate is issued to Masso,Dina (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38300 03-10-2014 PLUMBERS CERTIFICATION DATED 04-23-2014 Mattituck Plumbing t riz Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT 166. a TOWN CLERK'S OFFICE V SOUTHOLD, NY 1 # 'Fol 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#: 38300 Date: 9/3/2013 Permission is hereby granted to: Masso, Dina 5705 Nassau Point Rd Cutchogue, NY 11935 To: construct additions & alterations to an existing dwelling per ZBA#6665 as applied for At premises located at: 5705 Nassau Point Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-13-4 Pursuant to application dated 8/6/2013 and approved by the Building Inspector. To expire on 3/5/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $414.40 CO -ADDITION TO DWELLING $50.00 Total: $464.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of l%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. A ' I S - New Construction: Old or Pre-existing Building: '✓ (check one) Location of Property: T- 6-sez-Au point, C�-�r�► Q�� House No. Street mlet Owner or Owners of Property: Suffolk County Tax Map No 1000,Section — I I ?_7> Lot `T Subdivision Filed Map. Lot: Permit No. 37,30z)- Date of Permit. -.3 '1 Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ 1511.`/_111" kpiritnature *oF so�lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q roger.riche rtCaD_town.southoId.ny.us Southold,NY 11971-0959 'roUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dina Masso Address: 5705 Nassau Point Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 38300 Section: 1 1 1 Block: 13 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No: 38893-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Reept Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches F3] Twist Lock Exit Fixtures f] TVSS Other Equipment: kitchen addition, 28 ft track lighting, 1-cook top, 2-wall ovens, 1-exhaust fan, under cabinet lights,1-dish washer Notes: Inspector Signature: �. Date: March 10 2014 81-Cert Electrical Compliance Form.xls • Ni � •n Hill. 53095 Main Road A P O Box 1 179 Fix (63 I) 765 �cw Yoik 11971•0959 Totpnonc (631) BUILDINd'DEPARTMENT TOWN OF SOUTHOLD SEP5 2014 u 2 CERTIFICATION Date: Z 3 //C/ . r Building Permit No. 3 �d Owner: • (Please/.print) . / P16mber: (Please print). I certify that the solder used in the water supply system contains less than 2/10 of I"io lead. . . » • �. ( limbers Signature) S\vorn to before me this j.1 Y 01 20 DENISE KING Notary Public, State of New York f Registration #01K16041757 Qualified in Suffolk County My Commission-Expires May 15,29, y �'olary Public; County ,lo 'gyp TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [ FOUNDATION 1 ST ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: hzoo C�/Ar Xz�� L J 44- c-,/ DATE IZZ / INSPECTOR -' 00 o��,o�sarrr TOWN OF SOUTHOLD BUILDING DEPT. 785-1802 INSPECTION [ ] FOUNDATION IST [ UGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ///0 / INSPECTOR rX OoQF /� /TOWN OF SOUTHOLD BUILDING DEPT. J 765-1802 INSPECTION ( ] FOUNDATION 1 ST ( ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �/ ?' INSPECTOR V jl- ' J TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ J INSULATION [ ] FRAMING/STRAPPING [ J FINAL [ ] FIREPLACE & CHIMNEY [ J FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [A -] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: f ) DATE INSPECTOR TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTI "N [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ J ULATION [ ] FRAMING/STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Co 09 Atf DATE INSPECTOR ,a M E R Y L K R A M E R a r c h i t e c t Mr. Michael Verity 2 1 3 E . FRONT STREET Southold Town Building Dept. POST OFFICE BOX 683 Southold Town Hall GREEN PORT, NY 11944 PO Box 1179Southold, NY 11971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m December 10,2013 RE: Masso Residence Permit#38300 Dear Michael, Rob Lehnert,the contractor for the above mentioned project asked me to inspect the insulation installation because he wanted to proceed with installing drywall sooner than your office could schedule the inspection. I did the inspection and I can certify that the insulation exceeds NYS energy code requirements. Please call me with any questions or concerns regarding this issue. Best Regards, St IVB I Kr A NEW �r DEC 1 12013 I � (DG DEPT. • • f n r 1 ■■ • 1' 1 i a I' t f r :1• Id Itc [ • Y ; ■■�■■■■■�i■■■■ i,_,�_ ■ 1 1 . • , 1: TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILPING'DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 1/5 ,20 /:3 Storm-Water Assessment Form Contact: Approved ,20_a Mail to: Disapproved Inv Phone: Expiration D l� W E e APR 1 2013 PPLICATION FOR BUILDING PERMIT 9 Date . 1 , 20—a BLDG. DEPT. INSTRUCTIONS TOWN OF SOUTHOLD 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. (Siin-alure&pplicant or name,if a corporation) X (o 03, �r.�M, Ny 1H44 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder XL fui I,ot Name of owner of premises -I IV A tAAS S p (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: SAV 2b I House Number Street Hamlet /' County Tax Map No. 1000 Section l Block Lot 4 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intenduse and occ ancy f proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition L,-"*' Alteration Repair Removal Demolition i/ Other Work $: (Description) 4. Estimated Cos 4-0 , 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each; ype of use. 7. Dimensions of existing structures, if any: Front '(0 -5 Rear t0 d �L Depth Height 2. >} Number of Stories Dimensions of same structure with alterations or additions: Front CD ! �J Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front I W ARear 1 �� Depth "f 2 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated V_ - d 12. Does proposed construction violate any zoning law, ordinance or regulation? YESAVV"NO- 13. Will lot be re-graded? YES NOXWill excess fill be removed from premises? YES NO 14. Names of Owner of premises t)l N)k S0 Address '�95 & �&U one No. Name of Architect Yl_ LF AMI✓(Z- Address 1 b 250Co 3, Phone No q �� ::a E736 Name of Contractor 7_ Address 61ZOrN EpgT Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ✓ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the No.01BU6185060 (Contractor,Agent, Corporate Officer, etc.) Commission Expires April 14,2_Llep of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t before me thi I day of 20 7� h I Notary Public V-"Sigte of pplicant ! ��� �C D"�'OWN'1"R�3 TEES ' gplj' TOT,D,NEVtr YORK t DATE: RA�tRY 20.2 813 PER IT NO.8067 ! ISSUED �.-- �..�►.� �s►cc�ji PnINT ROAD.CUTCH U PROPERTY ADDRES& � I I } SC T'M#UW3 4 t AUTHORI TION of Southold and in Pursuant to the porn of Chi 275 of the Town of ng hselcl an ,,• ►an.2013,and accordance with the Resolution of the Board of Trusts adopted ,,,_ +=ttion#20T =IBI and application fee in the sum of W » r Town lI in consideration of app subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of 1 ntstees authorizes and permits the following: , j d Permit to remove existing elevated deck;new one story addition; Wetlan to+12" construct approximately 10Q lineaar feet of vinyl bulkhead,in-place of(and up arricane Sandy)timber bulkhead to be higher t6An)existing storm damaged(R removed; reconstruct storm damaged 101x10'deck and associated 3'wide steps r btu 's��y as seeded; Landward of b��adi re° 'c and replace in�kind/ut-pig �,ward "l native dwa reconstruct 3' wide steps to beat sh storm eroded325 cubic y o to be planted with of bulkhead with approximately Kram',Architects last on the site plan prepared by Meryl' � ve etnti John M.Bredemeyer III,President oF SOUry� Town Hall Annex Michael J.Domino,Vice-President �� l� 54375 Main Road P.O.Box 1179 James F. King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G Telephone(631) 765-1892 Charles J.Sanders,Trustee Oly�,OU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1046C Date: September 24,2014 THIS CERTIFIES that the removal of existing deck;construction of new one-story addition; removal of existing timber bulkhead and construction of±100 If.bulkhead in-place of and in line with neighboring bulkhead to north(and up to±12"higher than)existing storm damaged bulkhead;removal of existing deck and construction of a 10'x12' deck adjacent to bulkhead and associated 3' wide steps landward of bulkhead,• removal and replacement in-kind/in-place bluff stairway as needed;reconstruction of 3' wide steps to beach,• backfill/re-nourishment of eroded area landward of bulkhead fill and native vegetation At 5705 Nassau Point Road,Cutchogue,New York Suffolk County Tax Map# 111-13-4 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 29,2013 pursuant to which Trustees Wetland Permit#8067 Dated February 20,2013,was issued and Amended on September 17,2014 and conforms to all of the requirements'and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of existing deck; construction of new one-story addition, removal of existing timber bulkhead and construction of±100 if bulkhead in-place of and in line with neighboring bulkhead to north (and up to±12"higher than)existing storm damaged bulkhead,• removal of existing deck and construction of a 10'x12' deck adjacent to bulkhead and associated 3' wide steps landward of bulkhead;removal and replacement in-kind/in-place bluff stairway as needed;reconstruction of 3' wide steps to beach; backfill/re-nourishment of eroded area landward of bulkhead fill and native vegetation. The certificate is issued to DINA MASSO owf theLl aforesaid property. 71, ,a SEP ? 5 2014doll— 6AO Authorized Signature ��2�-� e,,taI C' New York State Department of Environmental Conservation c Division of Environmental Permits, Region One Building 40-SUNY,Stony Brook,New York 11790-2356 Phone:(631)444-0365 • FAX:(631)444-0360 r Website:www.dec.state.ny.us JoP.Co ' Commissioner LETTER OF NON-.TURISDICTION December 13,2000 _.. . _. Ms.Diana Masso ---- 8 Fairway Lane Manhasset,New York 11030-3212 Re: Nassau Point Road(SCTlV1# 1000-111-13-04) Cutchogue,New York /-Y73ff-00 %16 Dear Ms Masso: Based on the information you have submitted,the New York State Department of Environmental Conservation has determined that:The portion of property which landward of the top of the slope at elevation 57'is beyond the jurisdiction of Article 25(Tidal Wetlands)as shown on the survey by John Metzger dated October 17, 1988,last revised November 10,2000. Therefore,in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 66 1) no permit is required under the Tidal Wetlands Act. Please be advised,however,that no construction,sedimentation,or disturbance of any kind may'take place seaward of the tidal wetlands jurisdictional boundary,as indicated above,without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland Jurisdictional boundary and your project(i.e.a 15'to 20'wide construction area)or erecting a temporary fence,barrier,or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, n Ro Evans Pe Administrator cc:BMHP/MEP Don Feiler FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 3, 2013 AMENDED: May 16, 2013 TO: Meryl Kramer(Masso) PO Box 683 Greenport, NY 11944 Please take notice that your application dated April 19, 2013 For permit for additions and alterations to an existing single family dwelling at Location of property 5705 Nassau Point Road, Cutcho'gue, NY County Tax Map No. 1000—Section 111 Block 13 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed construction, on a non-conforming 33,799 square foot parcel in the R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that,on lots measuring between 20,000 to 39,999 square feet in total size, a minimum side yard setback of 15 feet and a minimum total side yard setback of 35 feet is required. The proposed construction notes a single side yard setback of l e an of d setback of 29.9 feet. Autho ' at r Note to Applicant: Any c e or deviati ed application, may require further review by the Southold Town Building Department. Notice amended on May 16, 2013 following the submission of a new survey dated May 14, 2013. Cc: File, ZBA BOARD MEMBERS Southold Town Hall O Leslie Kanes Weisman,Chairperson �opf SO(/ryl 53095 Main Road•P.O.Box 1179 O Eric Dantes G Southold,NY 11971-0959 #tt Office Location: Gerard P.Goehringer G Nc Town Annex/First Floor,Capital One Bank George Horning ;RAO • �O 54375 Main Road(at Youngs Avenue) Ken SchneiderlyCSouthold,NY 11971 E 0 nhttp://southoldtown.northfork.net ZONING BOARD OF APPEALS t I G — 5 2013 TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JULY 25,2013 ZBA FILE: 6665 NAME OF APPLICANT: Dina Masso PROPERTY LOCATION: 5705 Nassau Point Rd, Cutchogue,NY SCTM# 1000-111-13-04 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further 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 May 24, 2013 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: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated June 24, 2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION• The subject parcel is 33,799 square feet in an R-40 District. The parcel fronts Nassau Point Road for 100.48 feet, has a northern property line of 349.42 feet, a southern property line of 327.38 feet and is waterfront on the Little Peconic Bay along a Tie Line of 100.49 feet. The parcel is improved with a 1 Story Frame House, a bulkhead, decks,wood stairs with landings from the top of the bluff to the bulkhead. All as shown on the "Survey of Property" prepared by John Metzger, L.S., dated October 25, 2012, last revised May 14,2013 (revision) BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building Inspector's May 3,2013, amended May 16,2013 Notice of Disapproval based on an application for building permit for additions and alterations to an existing single family dwelling, at; 1)less than the code required total side yard setbacks of 35 feet, located at: 5705 Nassau Point Road, (adj.to Little Peconic Bay)Cutchogue,NY. SCTM#1000-111-13-4 RELIEF REQUESTED: The applicant requests a variance to construct an addition to the dwelling which will result in a 29.9 foot Total Side Yard where the Code requires 35 feet. FINDINGS OF FACT/REASONS FOR BOARD ACTION: Page 2 of 3—July 25,2013 ZBA46665—Masso SCTM#1000-111-13-4 The Zoning Board of Appeals held a public hearing on this application on July 11,2013,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&267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed addition will be constructed with the same style of architecture and materials, which is in character of this neighborhood. The side yard setback of the proposed construction is proposed at 19.7 feet, which is greater than the code required single side yard setback of 15 feet,which should mitigate any detriment to the adjoining property owner. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant desires to expand the existing Kitchen and Den,which expansions/additions are only feasibly constructed in their proposed locations. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing a 15% relief from the code. However, in the area of the proposed addition,the applicant will be removing an existing deck which has an existing 15 foot side yard setback which is more nonconforming than what the applicant proposes. The proposed addition will have a 19.7 foot side yard setback and will bring the parcel into more conformance with the Code required Total Side Yard. 4. Town Law 4267-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 4267-b(3)(b)(5). 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 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing an addition to the 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 Schneider, seconded by Member Weisman (Chairperson),and duly carried,to GRANT,the variance as applied for, and shown on the Survey of Property, prepared by John Metzger, L.S., dated October 25, 2012, last revised May 14, 2013 (revision), and the architectural drawing sheets A-100 and A-101, prepared by Meryl Kramer,R.A., dated Masso 04/05/2013. 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 variance(s)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. • ' Page 3 of 3—July 25,2013 ZBA#6665—Masso SCTM#1000-111-13-4 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. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Schneider, Dantes, Horning This Resolution was duly adopted(5-0). t Leslie Kanes Weisman,Chairperson Approved for filing 7/3d /2013 i i Scott A. Russell �d°su p James A. Richter, R.A. SUPERVISOR Michael M. Collins P.E. z SOLI.THOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US �'� JAMIE.R S =FF, Office of the Engineer Town of Southold AUG 2 9 2013 f STORMWATER MANAGEMENT CONTROL PLAN RE E vEET ( TO BE COMPLETED BY THE APPLICANT -TO: ENGINEERING DEPARTMENT PLEASE ATTACH THE FOLLOWING DOCUMENTS or INFORMATION.- FROM: BUILDING DEPARTMENT ❑ Copy of completed Application for q Building Permit DATE: �' I " � ❑ Stormwater Management Control Plan APPLICANT: MEgYL K R1K AkA35a ❑ Completed Chapter 236 Stormwater S.C.T.M. #: two- lit - i 3 _ of 11 Review Checklist PROPERTY ADDRESS: �1R55Ay 'RtNT kwon BRIEF PROJECT DESCRIPTION: *** FOR EERING DEPARTMENT USE ONLY **** Reviewed By: Date: g�2t-,3 A rov 0— jonal d Information Required: , i DAM: g_ m CHAPTER 236 APl?L.ICAM: Ulmo Stormwater Review Checklist $.C.TM.#: r PHYSICAL ADDRESS: �J"L) Ixt Pew D N Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information CD 1.Plan drawn to scale of not less than 80 feet to the inch showing: a. Location and description of property boundaries b.total site acreage c.existing and natural and man-node features on and within 508 feet t i ' of the site bo as aired in*236-17(C)(2). [Psi" tt6Lt: 4:-- P— L-AcI ;r,* P S d.test hole data indicating soil characteristics and the depth to water e.proposed limits of clearing and the total area of proposed land ,n disturbance Lb ��,QQJr I n r £existing and proposed contours of the site(minimum 2'interval) g.location of all existing and proposed structures,roads,driveways, sidewalks dminage,'improventents and utilities h.spot grade and finished floor elevations for existing and proposed x -" shuctures i. Location of the swimming pool discharge ringNo booo j.location of proposed soil stockpile area(s) 0 k. location of the proposed construction entrancelstaging areaEOnna 1. location of the proposed concrete washout arae in. location of all proposed erosion and sediment control measures 2.Plan includes calculations showing that the stannwater improvements �`�� _- am sized to capture,store and infiltrate on-site the runoff from all im us surfaces erated b a two-inch rain&ll 3.Detall drawings(rsguhyd for plan VMjv D provided for: a.erosion and sediment controls As W TVU US S b.construction entrance c.inlet strums(e.g.catch basins,trench drains,eto.) d.Ieaching structures(e.g,infiltration basins,swales,eW.) REVISED 7fl4nO 13 N OF S4�jjyo Town Hall Annex ~ Iry 54375 Main Road P.O.Box 1179 Telephone(631)765-1802 Southold,IVY 11971-0959 r0 EC.Cichert IUYV�j SOUtllpl�.n .US BU, i ING DEPARTMENT TOWN OF SOUT'IJOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. /1 Q c . Company Name: fit Date: 1 3 Name: ��e(1/� I• License No.: ; Address: /ll� Phone No.: ell ��Zee(i� V75-D y�- JOBSITE INFORMATION: (*Indicates required information) ! *Name: � *Address: 5 S O S�?v *Cross Street: ''Phone No.: i i Permit No.: <a 3 00 Tax-Map District: 4000t Section:_�� Block: . Lot. *BRIEF DESCRIPTION OF WORK(Please Print Clearly) i ------------ (Please Circle All That Apply) *is Job ready for inspection: , *Do-you need a Tem / NO Rou h In Temp Certificate: rte'' YES/ I�O g Final Temp Information(If.needed) -Service Size: 1 Phase 3Phase 100 150 200 300 350 -New Service: Re-connect Underground Number of Meters Change of 400 Other additional Information: PAYM�T DUE WITH A PL Service Overhead • (CATION 1 I 82=Request for Inspection Form 1 M E R Y L K R A M E R a r c h i t e c t MASSO DRYWELL CALCULATIONS 213 E. FRONT STREET Drainage system of drywells based on calculations for a 2"rainfall: POST OFFICE B O x 6 8 3 2675 sf house and patio x.166=444 cu. Ft. /42= 10.5 vertical feet GREENPORT, NY 1 1944 25'deep rings 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m pF SO�ryol. Town Hall Annex Telephone(631)765-1802 54375 Main Road 4 Fax(631)765-9502 P.O.Box 1179 �r Southold,NY 11971-0959 fly �Q cOUIVTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD March 27, 2014 Dina Masso 5705 Nassau Point Rd Cutchogue, NY 11935 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38300 —Addition/Alterations J i � r >�1 �� � is t ', _e r �� t.,�. 1 � � � � � � � r t ,� � �. �. � �;, f ,�.: �t.. �`. �YJ. SURVEY OF PROPERTY N A T CUTCHOG UE TOWN OF SOUTHOLD �� � At'SUFFOLK COUNTYN. Y. 1000-111-13-04 SCALE: 1'-30' OCTOBER 25, 2012 JANUARY 18, 2013 (REVISED PROPOSED ADDITION) JAN. 28, 2013 (REVISION) pK F LD Y ROAD NIC 8A ��► '" LI TISa tz roa• DoT 38 E � � I I I I mps cn I I I I� 1 1 1 1 I 12 I s r �1ON I. I I I I I I I DECK o LA E •Qat° Z I m $ N78 36 2� ROW � �� �" o I i I � + �A% rrG � I I 1 I I cli `a ❑ ( I wow S`NRs AN �ANOM� 1 I m \� gg.7• :0 12.8� I I ; , i I I i 1 i I 10 �1 N o 146 GRAVEL OVER ASPHALT ris 1' zI I I I I I I I c++. Do0. T N b trs p 0 OSS •tQ+ i 327 -OVE_RH—E wREsu-Dun _ _ _ / d� N++ paAJ:. , 7 - —♦/ G rs a •j1s LOT NUMBERS ,REFER TO "AMENDED MAP 'A' OF d NASSAU POINT" FILED IN THE SUFFOLK COUNTY S75 ,36•21fW gyp'( 40 CLERK'S OFFICE ON AUGUST.16, 1922 AS FILE NO. 156 a ELEVATIONS REFERENCED TO N.G.V.D. ■=MONUMENT 64v%,,t-'-r-N.YS. LIC. NO. 49618 ANY AL 7ERA 11ON OR ADDI nON TO THIS SURVEY IS A VIOLA naN CONIC SU VEYORS, P.C. OF SECnON 7209OF THE NEW YORK STA7E EDUCA7701V LAW. AREA=33,799 SQ. Fr. EXCEPT AS PER SECnON 7209-SUBDINSION 2. ALL CERnFICA noNS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VAUD FOR THIS MAP AND COPIES 7HEREOF ONLY IF P.O. BOX 909 TO TIE LINE SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STREET . WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. .11971 87-128 LOT COVERAGE SURVEY OF PROPERTY NEXISTING AT CUTCHOGVE TOWN OF' SOUTHOLD HOUSE, BLDG, DECKS & PATIO 3,112 / 33,799 x 100=9.2% SUFFOLK COUNTY, N. Y. 1000-11.1-13-04 PROPOSED SAS. 1,=30, ADDITION 187 SQ. FT. OC1�R 15' 2012 JANUARY 18, 2013 (REVISED PROPOSED ADDITION) DECK TO BE REMOVED —224 SQ. FT. JANUARY 28, 2013 (REVISION) 3,075 / 33,799 x 100=9.1Y MAY4' 2013tr(REVISIl ON do LOT COVERAGE) � DAY 000 l Jac Pwo •3g�20"E Ev "s PRot�° "Dam I I i I 1 Deet I m 'U e i � I N � � �o� � � � I 0 c �+ Ali. GRA1a OBER ASPHALT 1' -� LOS 3g o I I I I I I 1 Im • ,. 0 4 0 11.E I I I I 1Ti 1�4 fl Zg.e' � i i oss �1 LOT NUMBERS REFER TO "AMENDED MAP 'A' OF Of " NASSAU POINT" FILED IN THE SUFFOLK COUNTY X20 W LOT 40 CLERK S -OFFICE 0 T 16, 1922 AS FILE NO. 156 S78 OF N,CVyf ELEVATIONS V.D. ■=MONUME T 3 Y.S. LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON - , OF SEC77ON 7209OF THE NEW YORK STA 7E EDUCATION LAW. r 3 t _ ECONIC S MORS, P.C. AREA=� 799 80. FT EXCEPT AS PER SEC7ION 7209--9AWVWSION 2. ALL CER77FICA naVS �� t- � `�� (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FAR IH/S MAP AND COPIES (HEREOF ONLY /F P.O. BOX 909 — TO TIE LINE SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR fizz ='�'�5 1230 TRA LER STREET MHOSE SypVA7URE APPEARS HEREON. '" _- - SOUTHOLD, N. Y 11971 87--128 I LOT 2QVVtAQE SURVEY OF PROPERTY EXISTING' AT CUTCHOGUE TO WN OF' SDUTHOLD 3,11112Ej 33,70 x100 8. 92 O SUFFOLK CUIUY, N. Y. .1000--111 13-04 PROPOSED ' . ' ADDITION 187 $Q. FT. oc,v R J W2 AWMY 18, 2M3 (REVISED PROPOSED ADD17M) DECK TO BE REMOVED --224 SO. FT. MNUAORY 24L 2013 (REMSM) - 3,075 / 33,799 x 100�9.1X WAY 1 �,' 2d 33oL EyN LOT.COVERAGE) M ND DAY g.422'Loos 34 0 { •ZQ"E '°mai n 5'pW { ► ! 'i 1 ( °�` ! aura Orae ANNH&'r 14� 41, C3 a LOT NUMBERS REFER TO "-AMENDED MAP 'A' OF NASSAU POINT" FILED IN THE SUFFOLK COUNTY W ot 40 CLERK'S -OFFICE 1922 AS FILE NO. 156 II " SOW ELEVATIONS RE O ■=MONUMENT . Y.S. UC. NO. 49618 ANY AL W?A 7X W OR A001M W W MS SURkY/S A WOLA 170N /CSIYRWYORS, P.C. A � . FT. OF' SECWN 7 >W NEW MW SWE EDUr-47X W LAW. ab �c� 31) 765-5020 FAX (631) 765-•1797 €xcEpr AS PER SEOW 72W--SEWWSM 2: ALL CERIMCA77 NS .O. BOX 909 TO #*WCW ARE VAW FW na MAP AND MOVES 7WWOF MY /F tAW SAA7 ANAP OR t;WXS ALEAR Tiff' &WE'SSED SEAL OF THE SWWYOR 1230 TRAVELER STREET WOW -96 NA TIRE AA ARS / ON. SOU MOLD, N.Y. 11971 187-128 ON/" Generated by REScheck-Web SoftwareWCompliance Certificate AUG 19 2013 Project Title: Masso Residence BLDG. DEPT, TOWN OF SOUTHOLD Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition Glazing Area Percentage: 21% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 5705 Nassau Point Road Dina Masso Meryl Kramer Cutchogue,New York 11935 5705 Nassau Point Road PO Box 683 Cutchogue,New York 11935 Greenport,New York 11944 631-734-6286 631-477-8736 meryl @ m karchitect.oom usingPasses UAtrade-off Compliance:17.2%Better Than Code Maximum UA:87 Your UA:72 The%Better or worse Then Code Index reflects how close to oomplienoe the house Is based on code trade-off rules. It DOES NOT provide an eatlmate of energy use or cost relative to a minlmurn-Code home. G,I os Cavity cont. ("lazinq HA Ceiling:Cathedral 110 30.0 10.0 3 Ceiling:Flat or Scissor Truss 60 17.5 1.0 3 Wall:Wood Frame, 161n.o.c. 536 15.0 1.0 30 Window:Wood Frame,2 Pane w/Low-E 112 0.280 31 Floor:All-Wood Joist/Truss Over Uncond.Space 170 36.0 0.0 5 Compliance Statement., The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection ChecNist. r /3 Name-Title Sig ur �g Date OF Project Title: Masso Residence Report date:08/19/13 Data filename: Page 1 of 4 Generated by REScheck-Web Software Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition Glazing Area Percentage: 21% Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling:Cathedral,R-30.0 cavity+R-10.0 continuous insulation Comments: ❑ Ceiling:Flat or Scissor Truss,8-17.5 cavity+R-1.0 continuous insulation Comments: Above-Grade Walls: ❑ Wali:Wood Frame,16in.o.c.,R-15.0 cavity+R-1.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: Windows: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor:All-Wood Joist/rruss Over Uncond.Space,R-36.0 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,gasketed,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 well 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. (b)Ceiling/attic:Air barrier in any dropped oeiling/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. Project Title: Masso Residence Report date:08/19/13 Data filename: Page 2 of 4 (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) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall. Sunrooms: L] 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: L1 Materials and equipment are installed in accordance with the manufacturer's installation instructions. L] 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. Ll Insulation R-values and glazing U-factors are dearly 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: LI Building framing cavities are not used as supply duds. 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 181 A or UL 181 B and are labeled according to the dud construction.Metal dud connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal duds 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 dud 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 duds operating at less than 2 in.w.g.(500 Pa). Lj Duct tightness test has been performed and meets one of the following test criteria: (1)Postoonstrudion leakage to outdoors test:Less than or equal to 8 dm per 100 ft2 of conditioned floor area. (2)Postoonstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in 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 dm per 100 ft2 of conditioned floor area. Temperature Controls: Ll Where the primary heating system is a forced air-furnace,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: LI Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. L] 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: L] Circulating service hot water pipes are insulated to R-2. L] Circulating service hot water systems include an automatic or accessible manual switch to turn 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. Swimming Pools: L] Heated swimming pools have an on/off heater switch. Project Title: Masso Residence Report date:08/19/13 Data filename: Page 3 of 4 Ll Pool heaters operating on natural gas or LPG have an electronic pilot light. 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: 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 c=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 ioe-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's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-tactors;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: Masso Residence Report date:08/19/13 Data filename: Page 4 of 4 0 2010 New York Energy NX Conservation Construction Code Certificate Ratingi Insulation Ceiling/Roof 40.00 Wall 18.00 Floor/Foundation 88.00 Ductwork(unconditioned spaces): Glass & Door • Window 0.28 Door CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments: rea�DAM aer oawa2M. COAXIM DMK eo oa99oo Elactrlc L°°u'°` "`,w�w..M 44.18 15 sMgls P'cla Swl�h 13 -. .. fee 4oMMM MuftbPolsBofthes iE Dl►sea Tx«way w w L raf 1. Thos Way Mukhmi P'ola 8MWm r r Z t x .WnOSwgoh iv A A A Xz 7j x 1 6 DUON RWOPWAM OUR* A i FlOucMAd d 8upended Track _ $y �po0f G41eR fl�0�tli t��t0?•4•Ney�t f:��G 1� ° GlbonManeklaDMadM �..—.. ; !3 W 1246 Min SchedaUMCa Maaaed ow4 W W! r. A A ,moi BdMlsr F1aaM 1 Giq FYBas - Res W/4W4' JecA(,gyp T-Tm*vM _ we A326 Bob81MIOOfsMY_ OM�EIOq• -(�- Gurba ManMd Flat" M7 G� M1a1RTar sloped oaMrp,Satln _. �-� — 5KBA/4 ftW C°L $ Rlood USM 0 - Period Garp Flaae $14•x31 x11.8aerow PLW/4-WCx12' �+ PMoaaeed j FhaMwed _ - Anchor� wy raAMpPosf tdm lilt Grade {} S whlwpoaf WWiM MouMO Fhaas 4/ WON Moudd Interior Rdue " ]b•D4.Concrete `\\ ` xe•taY ! IJf l SonasAew/4il6Resor WOMFwLfmLWditsenh) 4 �.. � IA Gip Fan(Modern I.Chao) QmobDtlsctr •• '�' 3rx3o•x32•p.Q. Eace WW/4•A68eler L1 TtadoHead Tradt Ar MLARSbelTONewe - I ° \ flog ParW Sectawl ftn +_ OrasYpty7. erq: ' I I:! RustproolComift Soalx 1/4•-i'�" ______: %Vm To Rs Reaorse ------ WM T°RarrM� Nwwd Nw RoraWean was DOW I i i -------- Iln"AbM tinnftw w I I i --•-- anew, -- Paeoe iE7 tbd i ® DwTag 3fiL 9'•81/2' f EQ u2.4•a• 'r-rsimmerij i 4 wnmwTa� I i I moi/ 7 Anoc F-1 1 t f G'W Tft sere _ 2-2A8 ! ExIR I 4> anst en Tog : r Nomirm Throw oedent J i I -- W/2�T 8owb�! — -- ---� '-i :_ I x Mbrbr®aMbn Tal � ' rnerrneaM.NeRs•1s•as ,--- t AbM0W-C SM err HWAU t o 4 Ii i ~f IN Tw�°etlnom i New 28Pl '�� i i rnMron.eerin ' DoMRrf2OrERW \;\\ Wkd" e..w..ne �t 4.2xR Trlpisldeh 8ekwWORAbwe \ — . see ..<n r t.o r 77" fu L nxar mar.►rw awree xr W I—RONda32�ae1w�PptNaeder^� �j• \\ I.. . ww•.n.oa I l t \\\\ 8 we"noarrs t 2�t30' JaitO id•o.c. \\\\ 8 e Maine - , 1 a t \\\ � CI .W� ai-ar a M8S30 RR d@8CB Now Dowse �C Camiled NK To I EtlewK 6706 N • Rood \ #i t t ' NWOunOrelxTo \ 6sox Floor \ 8� a "' from ZBA Now Mmkdoebwws;� � i IrRURrlon �-'i \\ � B1 g FinalDept rev ecoPY d/d9cu nts —i-- I i \\� soder vs•.r-0• ZBA File# p ® i ( \ L -Q4ss --- ; m rljaARornaw�Pdnwd.a Date / �• ra. Paserawla $amAaera A-x.40 dW New VApdr m 4 MeA4 30 10 Exiebklg Gare Pa bel wan �� L ScNW 1/4•-V— \I i 1 @*J/� Pa W wan Masao o4A8.2o33 rNNOISM DAY= EDATES oil ,g Set 09.051019 0000.0000 " K11111 1asa 00.00.0000 New Will m .a Me"A4 Exit VIF l II ii I II I III I IIIII� � lli I I� � ISI New ClarMay WirMowe I I I l ill I I I I I I ISI II it ',I jli 1pl I illll � I I- Ij I I New ace I uw COM1eM WOMow zm atm Head KeWI I I rot I l To Existing I i I i I I I I I I' I' I I I I i, III lil �I,I I l li l I I i I ng l iI I III I' i i I .�t++r. I,t. iI +tri i7 t�I Exisitn -I-I„ - r� I I I I I I I :.r�y:s�•�.�.�:`�r,"•�::r:`�:�"ay''�` �.5ri. f`la :'�''t'` . � _;iv. y:.;C�,ti4!•�,::.. a?..;:;:z�`t._.•ra> Poet `y�t':a"::: ���:r.`�y'. t' .F...x �.F tye •,'t;A r;�;..s3�t�:--�I ;�•: ~�.:°, f :h.�, _rte.,;trot t•, ..?ci�i'�y.:... i`Fi�::x_.J .,�iir Z`7�i'�,•,••+s:i!�e +!,i i''�'�>�~i'i _„��.• �P!gt1KyT:x�xa;ik� "'t�t� {,r:d,:x:s'• Drawing legerkl: _ WANTON Rartxwee WMI To Rahn = New VM New FOUSCIO0n Wall 1 East Elevation North Elevation west Elevation -------- Iy,aa,tpexe Scale 1/4''i'-0' 2 Scale:l/4•-1-0• 3 Sca l�:3/4•-1'-0” tm«utero GlAchill ..— —..—_ Fence ODpOfT" QWNdswTag Sol x, slwt AM Suspanded Track ugh ing �••� OereeTag Nen Roo(Rafters.Girder& �i...l Ce"Deal&InaWal To Me"Existing EW"W Tag New Wirdw To Match ANeacent x Meda EW"n Tag R30 Batt lnsulaton To New Rod RafeaB&Roc" Beyond To Match Existing jNew Guitar To Match ExlNklgTyp. it rae...w Now WbWoer TO E/OerA ArgeOslt Y a ReT a RDen h I t t m1nr New WON To Match Exiatirlg W/ w r.mart error xn ea o anewort ar vera j wr. Batt lnsuistion iMIN,TYP• ue•rn.nw 41tOr New Fill Jobta,See Plans For Sl Exigin{Sklfng TO Rgne(rr Masso Residence W :4 ;yq�, a:i�i New Taigas&GrooTe 57M Nasal Point Road r rw1 yY Cal Dsd Cutchal NY,11939 Poeminsuletion(Ill Peril Ekwations&Sections •-a '`ru'xk ' +_CSOft Stucco To Remain Scelx 1/4•-1'-0' - - -- Bldg Dept copy from ZBA J10tO MDrawlnp PrY,Maw 11x17 , Final reviewRd�dc}cum Tits s�arrwlssweAli" ZBA File#(Q(I!(Q S Date: / /�� / A-101 4 Section Elevation Scale:1/4'-Vr Measo04A5.2013 0 2013 Meryl Kramer Architect Joint Description Nail Sizes Nail Spacing DRAVWNOISSUE DATES SIMPSON LSTA-20 GAGE RIDGE STRAP-ALL ROOF RAFTERS ROOF FRAMING Framing Notes: Issue Set 08.13.2012 The contractor is to verify all measurements in'the field Client Meeting Set 03.05.2013 Rafter to Top Plate (Toe-nailed) 3-8d per rafter and any discrepancies are to be brought to the attention Bid set 00.00.0000 2 x 6 TIE @ EACH RAFTER RAFTERS FRAMIN CeilingJoist to To Plate Toe-nailed 3-8d 8d er joist IN LIEU OF STRAP. p ( ) P J of the Engineer prior to construction. 3"No.8 SCREWS 12"O.C. LIGHT WOOD FRAME WALL Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap Permit/Pricing Set 04.18.20113 ICE SHIELD UNDERLAYMENT Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap wood Framing Construction Set 00.00.0000 REQUIRED-24"FROM FACE OF WALL Collar Tie to Rafter(Face-nailed) 2-8d per tie 1.All lumber is to be No.2 or better Douglas Fir Larch Blocking to Rafter (Toe-nailed) 2-8d each end (N)with the followingminimums specifications: WASHER(TYP.) Rim Board to Rafter(End-nailed) 2-16d each end p REVISION DATES V-CUT SHEAR BLOCKINGF WALL FRAMINGFlo=825 psi 1#2"PLYWOOD Fv psi Top Plate to Top Plate(Face-nailed) 2-16d per foot Fc perrpp=625 psi SIMPSON H2.5 A E= 1,600,000 psi Top Plates at Intersections(Face-nailed) 4-16d joints-each side HURRICANE CLIP @ 1611 GLASS Stud t0 Stud Face-nailed 2-16d 24"o.c. 2.All Laminated Veneer Lumber is to have the following FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF Header to Header(Face-nailed) 16d 16 o.c.along edges p WALL OR LOCATE ON WALL TO MATCH JOIIST DEPTH, PLASTIC COATED PERMANENT WOOD Fb=2,900 psi SCREW ANCHORS Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud Fv=290 psi 77 2-16d per 2x6 stud Fc perp=650 psi E= 2,000,000 psi GLAss 2-16d per 2x8 stud E. ARC 1#3 1#3 1#3 txz"PLYWOOD 9,2 3.All Laminated Structural Lumber is to have the Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2-16d per foot following minimum specifications: FRAMIN00 (Face-nailed) ki PROVIDE 8d COMMON 1#2 SEE �� Fb=2,800 psi DETAIL FLOOR FRAMING Fv= 290 psi NAILS @ 4"O.C. AT A Fc perp= 740 psi EXTERIOR EDGE OF ALL 1#2 Joist to Sill, Top Plate or Girder (Toe-nailed) 4-8d per joist E= 2,100,000 psi SHEATHING. Bridging to Joist(Toe-nailed) 2-8d each end WASHER(TYP.) 4.All treated lumber is to be No.2 or better Southern Blocking to Joist(Toe nailed) 2-8d each end Yellow Pine with the following minimum specifications: Q24 MAXIMUM ALLOWABLE V CUT• PLYWOOD OPENINGS PROTECTION; Blocking to Sill or Top Plate( Toe-nailed) 3-16d each block ' THICKNESS DEPENDS ON WINDOW Ledger Strip to Beam(Face-nailed) 3-16d each joist Flo= 975 psi OF APA RATED PLYWOOD OPENING WIDTH(1) EXTEND TO TOP OF TOP SHEAR BLOCKING AND VENTILATION HOMS 3 No.8 SCREWS 12"O.C. Joist on Ledger to Beam (Toe-nailed) 3-Bid per joist Fv perp psi DETAIL A-TYPICAL ATTACHMENT OF Band Joist to Joist(End-nailed) 3-16d per joist Fc perp= 565 psi PROVIDE SOLID PLATE. u PLYWOOD OPENINGS PROTECTION TO Band Joist to Sill or Top Plate (Toe-nailed) 2-16d 1 per foot E= 1,600,000 psi EAR BL`n JCKI N G DETAILS N11•S WOOD FRAME BUILDING 5.All beams fabricated with multiple Laminated Veneer BLOCKING AT SIMPSON LSTA 36 SH ROOF SHEATHING Lumber boards are to be nailed/bolted in accordance ALL SUPFLOOR METAL STRAP @ NOTE: IN LIEU OF SCREWS,LUGS with the manufacturer's specifications. EDGES-FIRST JACK POST aAlternate to 120 MPH Certified WITH NUTS AND WASHERS MAYBE TWO BAYS OF SIMPSON LSTA24 USED Structural Panels 8d 4"o.c.perimeter zone 6.All straps, connectors, plates, bolts, nails,etc.are to FRAMING-TYP. @ STUDS W/4.8dq7 Window Installation other 6"o.c.edges Of be galvanized or stainless steel. Designated connectors, NAILS @ 48"O.C. panel , 12"o.c. interior strap etc.on these drawings are made by Simpson EACH END, TYP. Of Anel unless indicated otherwise.All connectors,straps etc. p are to be nailed/bolted in'accordence with the Plywood Panel Window and Dloor Diagonal Board Sheathing 9 9 manufacturer's specifications. h 1"x 6"or 1"x 8" 2-8d per support Protection for Wood Framed 1"x 10"Or wider 3-8d per support 7.All floor sheathing is to be 23#32 inch AC type plywood, DOUBLE TOP--- �' PLYWOOD SHEATHINGtongue and groove,with an APA span rating of 48/24. G< 10° B � � CEILING Floor sheathing shall be glued and screwed to the PLATE TO OVER LAP BOX floor joists(6"O.C.edges and 12"O.C. field). 2 x 6 @16"O. BEAM-TOP+BOTTOM. N.TS. 8.All wall sheathing Is to be 15 32 inch APA Rated STUDS Gypsum Wallboard 5d 7 edge/10 field g / Exposure.1 plywood and shall be nailed with 10d common nails 6"O.C.edges and 12"O.C.field WALL SHEATHING , 9.Solid blocking is to be installed every 8'max or mid Structural Panels 8d (see table 3.9) span of all floorjoists with spans exceeding 8'. Fiberboard Panels GABLE ROOFS 10.Doublejoists are to be installed below parallel walls. 7/1 g" 6d 3"edge/6"field G< 10° PROJECT DATA 25/32" 8d 3"edge/6"field 11.Blocking is to be installed at all point load bearing points. STRAP TO STU TABLE FW1.2 Drawing Legend: W/4-8d NAILS a 12.Walls are to be framed with 2x6 inch studs spaced 16 Wind �� �� - - - - - - : Wall To Be Removed Gypsum Wallboard 5d 7 edge/10 field inches O.C.unless indicated otherwise. - - - - - - WRAP+NAIL STRA GROUND SEISMIC Hardboard 8d (see table 3.9) Wall To Remain (4-4d NAILS) SNOW DESIGN 13.AII joist and beam hangers and fasteners used on the AROUND SILL PLATE SIMPSON MST27 LOAD S m iI ( CATEGORY Particleboard Panels 8d (see table 3.9) exterior are to be Simpson Type 304 or 316 Stainless New Wall AT ANCHOR BOLT 45'psf g Diagonal Board Sheathing Steel. 1 1/2"WIDE-20 GAGE ..Y... .,». :......,. New Foundation Wall METAL STRAP G@48"OC SUBJE AGE FROM 1"x 6"or 1"x 8" 2 Sd per support 14.A11 bolts nuts and washers are to be stainless steel or +12" FROM EACH CORNER 1"x 10"or wider 3-8d per support hot dipped galvanized. -------- Lines Above WRAP AROUND SILL PLATE PROVIDE 8d INAILS @ 4"O.C. AT PERIMETER INTERIOR Weathering Frost Line Depth Termite Decay (FLOOR SHEATHING Steel ------------------------- Lines Below NAIL SHEATHING TO SILL PLATE PORTIONS OOF PANELS IN HIGH PRESSURE ZONES. Severe 36" Heavy To Moderate Moderate To Slight Structural Panels - - - - - Guidelines 1. All steel is to be ASTM Specification A-36 8d NAILS @ 4"O.C. Winter Design ice Shield Underlayment Flood Air Freezing 1"or less 8d 6"edge/12"field - - - - - Fence 10d 6"edge/6"field 2. All bolted connections are to be made with A-325 2-:#:5::R:EBAR � TemP Requirement Hazards Index greater than 1" g bolts. Door Tag 2 x 6 SILL PLATE NOTE:a=4 FT. IN ALL CASES 101 1 1 None None 599 Diagonal Board Sheathing ACQ TREATED. 3. Square/rectangular and circular columns are to be SEE DWGS. EXPOSURE: B URBAN,WOODED ® 1"x 6"or 1"x 8" 2-8d per support ASTM Specification A500. SECTION FOR DESIGN. 5/8"x 12"A.B. 548"OC. GABLE ROOFS (R301.2.1.4) C OPEN,COASTAL 111"x 10"or wider 3 Sd per support 10 Window Tag 4. All columns are to be bolted to steel girders with 1 Oo<$< 45° DESIGN LOADS 1#2"bolts or unless otherwise shown on the plans. w/FENDER WASHER. \ HOLD DOWN + SHEAR CONNECTION CRITICALTA� COMPONENT AND CLADDING PRESSURE ZONIES SOIL: 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is nailed 3"on-center CLASS (SAND) BEARING CAPACITY 2000 psf at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate 5. 1/2"web stiffeners are to be installed at all point Section X, BLDG: connectors,such as shear plates,shall be used to maintealn the load path. Sheet A XXX FLOOR LIVE LOAD 40 psf FLOOR DEAD LOAD15 psf load bearing points and over all column supports. x SURVEY OF PROPERTY( ROOF DEAD LOAD 10 psf SNOW DEAD LOAD 30 psf �-I ..I Detail Tag jv 2 When wall sheathing is continuous over connected memhbers,the tabulated number of nails shall be permitted to be reduced to 6. All welded connections are to be done by a certified , AT CUTCHOGUE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS TABLE R301.5 t - he nail per foot. RETAIN STOR 1 W ER RUNOFF TOWN OF SOUTHOLD USE LIVE LOADS welder and conform to AWS and AISC stanl��?S�`ANT T` C R ZSG Elevation Tag SUFFOLK COUNTY, N.Yr. ATTICS WITH LIMITED STORAGE 20 j OF TFi�TOW GO 5.All weld joints are to use E70XX electrodes. 1000"W-13-014 ATTIC WITHOUT STORAGE 10 ,$CA & NTS DECKS 40 6.All girder splices are to be made above colu*P'PR®V A 1X D Interior Elevation Tag OOMBER 24 2012 EXTERIOR BALCONIES "* FIRE ESCAPES 40 Foundation Notes: DATE 3 B.P. 'X•,. GUARDRAILS AND HANDRAILS 200 The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attenti the � - c7 BY- Engineer Y,_ Y GUARDRAILS IN-FILL COMPONENTS 50 Engineer prior to construction. PASSENGER VEHICLE GARAGES a GENERAL NOTES NOTIFY BUILD9NrPP,FiT; �1- All concrete 3,500 psi after 28 days minimum. 765-1802 8 A�r1 Pi;:t F ;POO 3,4p.� wF► I ROOMS OTHERTHAN SLEEPING ROOMS 40 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN� iijI SLEEPING ROOMS 30 FOLLflU�,rING INSt�`" 1 I I 1 STAIRS 40 ACCORDANCE WITH THE NEW YORK STATE UNIFORM 2-All rebar ASTM A-615 Grade 60. 1. FOUNDATION TII' l BUILDING CODE,AND THE NEW YORK STATE ENERGY FOR POURED CONCIRL i C I I I I ( a. CONSERVATION CODE,AND LOCAL AUTHORITIES. 3-Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed a mini l3iurR4V9%ekRI AM!N1 3,PLUMBING, Elevated garage floors shall be capable of supporting a 2,000-pound load applied over a grade unless indicated otherwise. STRAPPING, ELECTRICAL&CAULK(P, 20-square-Inch area. y� NT B'Z�E OF 0 � I I � 1 1 b• 3. INSULATION Li. j I t j No storage with roof slope not over 3 units in 12 units. 4- Rebar installed along the top of the foundation walls without windows are to be installed 10"below the top f tr�, &ELECTRICAL TICAL g p 4,. 'r(NAL CONSTR CTIOi� ' k I I t I i� C. 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE foundation wall. Rebar installed along the top of foundation walls with windows are to be installed 3" below the bo r nMp l j Individual stair treads shall be designed for the uniformly distributed live load or a 300-pound I I, Gym"," te, I r t ` ( ) g. R9'3P3 �OIJ PL TE' R C 0 i , concentrated load acting over an area of 4 square inches, whichever produces the greater stresses. VERIFIED BY CONTRACTORS PRIOR TO START OF window opening. E= R �L Ill A M E R ALL CONSTRUCTfJ rc ' ,1 i ` ` i ; i '♦ d. CONSTRUCTION AND ORDERING OF MATERIALS. THIS a rr_c',h i t e c t riN�• A single concentrated load applied in any direction at any point along the top. FOUNDATION HAS BEEN DESIGNED FOR A SOIL 5 All snap off form ties are to be removed and remaining openings are to be sealed routed, REOUIRENIEN 1 0 TriE ` 1 e. YORK STATE. NOT - ,.. Antics constructed with wood trusses shall de designed in aacordance with Section R802.10.1 BEARING CAPACITY OF TWO(2)TSF AND GRADES 3 E: N P.O.90x 883 GREENPORT NY 11944 9i r 6-The foundation contractor shall coordinate with the plumbing and electrical contractors relative to installatida�I@I"CONSTE i3t1 r l(<o�"R�i 4. ''� f. LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT �fi•477•873i See Section R502.2.1 for decks attached to exterior walls. THESE CONDITIONS ARE MET. ALL FILL BENEATH and other penetrations prior to pouring concrete. PLUMBER CERTIFICAT/O g11i I I t i ` CONCRETE SLABS TO BE COMPACTED TO 95% Nry!•' �aaww.r � • I � �� i6�. �i�111� 1F©R ��l�1Vf C�l. l,w� I I I 7-The Engineer is to be contacted if unacceptable or questionable soil is encountered duri x ( I I ( I ( I ( I RELATIVE DENSITY. soil containing clay and/or organic material. C RTIFICATE 4FOCCUPANCY Att d �-I► f,AT I I I I I ► i &WATER LINE-.S S �. 08-Install isolation joints along fpundation walls and at column and other floor penetrations. SOLDER USED IN WATER TESTING EEFCr E C:_-VIE!NG r r r r r�gi� 3. PROVIDE FLASHING AT ALL ROOF BREAKS, illp ,�++ CHIMNEYS,SKYLIGHTS, EXTERIOR DOORS, WINDOWS 9-Installed contraction joints in the cellar floor slab every 18'minimum. StIPl LYSYSTEM CAIVNO Masso Residence 327.38 AND DECKS ETC.. EXCEED 2110 OF I% LEAD, SCTM# 1000-111-13-04 10-Foundation excavation is npt to be back filled prior to the installation of the floor framing. 4. DO NOT SCALE DRAWINGS. 5705 N8SS8U Point Road LOT NUMBERS REFER TO "AMENDED MAP 'A' (OF 11-Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6"lifts to 95%of maximum CutChOgU@, NY, 11935 app a►ea °e NASSAU POINT' FILED IN THE SUFFOLK COUNITY PROPERTY ADDRESS 50705 NASSAU POINT ROAD CUTCHOGUE, NY, 11935 5. DESIGN CONSULTANTS OR RECORD ARCHITECT- dry density. 40 CLERK'S OFFICE ON AUGUST 16, 1922 AS FILEE NO. 156 ENGINEER ARE NOT RESPONSIBLE FOR THE , �+ � INSPECTION, SUPERVISION,OR ADMINISTRATION OF 12-Underpin existing foundation. Connect existing footing to new footings and wall top t N w�l S7 ° �6 q� I J ELEVATIONS REFERENCED TO N.G.V.D. THIS CONSTRUCTION PROJECT. FEDERAL, STATE ■=MONUMENT MASSO AND LOCAL ZONING AND BUILDING CODE COMPLIANCE Suggested Underpinning Procedures:_ I Code R uit�elmenta ,� F 080. �� N LAW F OWNER SHALL BE THE RESPONSIBILITY OF THE _ Scale: Noted N.Y.S. LJC Na 49618 a)Underpin prior to addition of any new loads on wall. ; 4.; `P- !'; ,; ,- 1 F li`' , ANY ALMTAIXW OR ADOIMN 10 AMS M RWY IS A NOLAAOIY PECON/C SUR WYMA PIC CONTRACTOR. "'` Note:All Drawings Printed on 11x17 OF SECTM 72WW N E NEW MW STAW OM MR LAW (631) 765-56020 FAX (631) 765-1797 b) Excavate small exploratory pit!at exterior wall to determine depth and width of existing footing. Inform Arch itoct/Engin ee r of Paper Scale is 50%Scale Above AFIEA-47M SQ. FT. ExraoaT AS PER SEOWN 7ZG2-�iue AMA 8 ALL CERWMIrowS P.O. BOX 9099 ZONING R40 6, THIS DRAWING IS AN INSTRUMENT PREPARED TO findings before proceeding. � MME LINEA FUR nMs AND t S �W SLY 188-128 FACILITATE CONSTRUCTION AND SHALL NOT BE S�iID N� OR cOFME3 GEAR ANE'sFRESSED SEAL OF A>fE SIHPYEYt�R 1230 TRAVELLER STREET *XW M M7UW APPEARS HOIl SLI. SOUTHOLD. NV. 11971 CONSTRUED AS A CONTRACT BETWEEN BUILDER AND c)Upon receiving approval, excavate to the top of the existing footing for the entire length of the area to be underpinned on ALLOWABLE- 35 FEET OWNER. both sides of the foundation wall, Remove interior concrete floor as necessary. BUILDING HEIGHT ACTUAL-22'-0" -001 f' 7. THIS STRUCTURE HAS BEEN DESIGNED IN d) Excavate by hand below the existing footing at no more than 3 foot lengths.e)Install a key way between sections.Allow 7 ACCORDANCE WITH THE NEW YORK STATE ENERGY days curing. A SitE Plan CONSERVATION CODE. FELECT ICAL 1 f)Back fill and replace interior floor as necessary. NTS 8. CONTRACTOR SHALL OBTAIN ALL PERMITS �g r, I g) During the underpinning procedure, monitor the existing foundation wall for excessive mol �C' TJQ1s. M&1R e Architect/Engineer if movement and/or cracks are noted. Masso 04.05.2013 13-Dowel to existing foundation wall with No.5 rebar. Grout solid all cavities in existing wall for three feet from new wall. © 2013 Meryl Kramer Architect All Rights Reserved 4,ViCL 14 DRAWING ISSUE DATES Issue Set 08.13.2012 Window/Door Schedules Electric Legend: Client Meeting Set 03.05.201r3 Bid set 00.00.0000 Issue Deft: 0917 2012 Revision Date: 00.00-0000 Single Pole Switch ---------------- Permit/Pricing Set 04.18.2013 Solar HM Construction Set 00.00.0000 No. manufacturer TM Ells Unit Dimension eftH) Rough Opening eftH) U_I&dM Pwilermance QRjn_CgWL HaahMM RIOMEda Multiple Pole Switches 2KAd9fi-- �3 Three Way Switch REVISION DATES I at Floor Windows 101 Andersen 400 Series Custom Fixed White Match Adjacent Existing VIF �6) Three Way Mutiple Pole Switches —+42"V 0.35 DIP 35 0.47 Match Existing 'Natural Interior Finish, Varnish To Match Existing 102 Andersen 400 Series AX 231 Awning White 21-7 1/2"x V-111 5/8" 21-8"x V-0 1/8" 0.35 DIP 35 0.47 Match Existing 'Natural Interior Finish, Varnish To Match Existing Jamb Switch OW - Fixed White Match Adjacent Existing VIF 0.35 DIP 35 0.47 Match Existing Natural Interior Finish, Varnish To Match Existin �j + 103 Andersen 400 Series Custom CN 104 Andersen 400 Series Custom Fixed White 31-311 x 2q-601 3'-3 1/2"x 2'-6 1/2" 0.35 DIP 35 0.47 Match Existinq Interior Finish, Varnish To Match Existing Duplex Receptacle Outlet ic�o If of Ins I 105 Andersen 400 Series CW1 5 Casement White 2'-4 3/8"x 4'-11 718 2'-5 1/8 x 6-0 3/81' 0.35 DIP 35 0.47 Match Existing 'Natural'Interior Finish, Varnish To Match Existing OR A A t.Gc",e 106 Andersen 400 Series C335 Casement White 3'-4 13/16"x 6-11 7/8" 3'-5 5/16"x 6'-0 3/811 10.35 IDP 35 0.47 Match Existing Natural Interior Finish, Varnish To Match Existing =(Dr GFI Duplex Receptacle Outlet Suspended Track Weatherproof Duplex Receptacle Lighting @ 8'-4" Height rRefl Oirepia wp �p Outleto --- --- Appliance Dedicated Outlet 0 lo TFixture Schedule: R. W 12x26 Min. Carbon Monoxide Detector < Surface Mounted Ceiling Fixture- A A Head (Par 20 Lamp) Satin Nickel Type A- Tech Lighting - Incandescent Par A `7 17 IWIP Exterior Recessed Ceiling Fixture —-------- 1/2"x 6"x 11" Top Finish -- Wa911T i i Plate W/ 4-3/4" Track: Tech Lighting T-Track w/ Ref 'an Surface Mounted Fixture oven A325 Bolts Rigid Standoffs w/Connectors - +42" varied height for sloped ceiling, Satin 5x5x1/4 Steel Col. Nickel Finish iV Flood Light Recessed Ceiling Fixture Den Entry. 3/411 x 11"x 11" Bottom EWP Recessed Ceiling Fixture w/ CIg.=8'-0" C I g. 8'-0" PL W/4-3/4"x 12" waterproof trim kit Anchor Bolts WP Grade Waterproof Wall Mounted Fixture Cl. 1=1111=Illi=1111=11 1111=1111=1111=III=1111 { - Wall Mounted Interior Fixture b 2-".,! 16" Dia. Concrete fill 7TV TV Jack Sonotube w/445 Rebar 1=1111=1111=1111=11Exhaust Fan/Fan Light (Fantech) IIII—IIII—Illi=1111 4 1111=1111 =1111=1111= 0 C= Ceiling Fan (Modern Fan- Cirrus) 4 Smoke Detector H jj IIII=1111 I1111 I-EL�Ll 3611 x 36"x 12" P.C. O Track Head 4 =r= Footing W/4-#5 Rebar 4 4IIII= Each Way Track j 1111-1111 ° F ��ar�io�!�Ilec�lftal Plan Drawing Legend: I_IIII=IIII=IIII=IIII=IIII=1'II=IIII=IIII=IIII=IIII=Illi=1111 1S' '00 Wall To Be Removed Rustproof Coating Scale: /4� Mote: All Steel To Have Wall To Remain New Wall New Foundation Wall p�Det�ail .... -------- Lines Above �rior � •------------------------- Lines Below e- 3/4F 1 Guidelines Fence Existing FAVIJITanking 101 Door Tag 3'-611 9'-5 1/2" Dining Area i i 10 EQ. EQ. 1/2" 4'-5" 41-7" CIII Vaulted Window Tag Section X, Sheet A-XXX Winow Existing AC To Remain AC Detail Tag los Existing 5x5 Steel Post Extg. planing To Be Relocated --3-2x8 2-2x8 H ader ekain Elevation Tag A to R Z�l I I------ --- co I i C? 2" Nominal Timber Decking 1 Trash D X LE 2 1/4"Timber Bolts @ Interior Elevation Tag X Each Rafter w/8d ...... Verify Existing Oil Tank X Location Prior To Intermediate Nails @ 16'1 O.C. - - - - - - Jill 11 "I.. I ro Excavation for Footing E, New Clerestory Windows 0) - I I - - (D Nine Lin of Eli t ting Railroad Tie Above @ 8'-4"Sill Height CN m- Kitchen IM Clg.= Vaulted bo LL: > — ------ �New Tile Floor > Footing To Extend Down line of building_ I Below Level of below cc Retaining Wall New 2x8 FlooL-,,. to 'I L S Match Existing+/-6x8 Rafter L �P. I Joist a t See Detail 4/A10O 16"O'l Existing teel T Doug Fir#2 Or Equal Post To Remain Window fii Ref I I M E R Y L K R A M ER en Pantry/Stofege i a r c In i t e c t Triple Joists Below Wall Above j line of bluildin I 4-2x8 LO 213 E.FRONT STREET P.O.BOX 683 GREENPORT NY 11944 LO Y: I I 1 -0 Garage I New 2-2x8 Fl.00r Joist @ 16H o.c. CIg.= T-411 51/2" > > • + 041 0 Provide 3-2x8 Below Post Headers 1 Iz�—New Wood Floor To Existing 2x10" Cialling,joist a 6"lo.c. Match Existing 7 04 1 ml X CIg.= 81-011 Masso Residence 0 Den Cl. (D CIg.= 81-011 —NewDoors& Casing C 0 LLI 0 Up L9 u- 0. C C14 "2 '0"T- 1: 1-,r To Match Existing .51 of 0 X 5; $ Existing Roof Rafters 5705 Nassau Point Road 2 00 E :2 01A 111-c- Cutchogue, NY, 11935 -C To Remain umbwai Lo New Dumbwaiter To 1 ID Dumbwaiter LL Floo Cr 0 j— Follow Manufacturer's 03 -1 0 LU X Installation Guidelines C14 Partial Plans EQ. I I EQ. Scale: 1/4" = 1'-0" A h A 03 4- S= 2'-10" 9NOW All Drawings Printed on 11x17 -2--2x&H-ea-der- H 6'.9" Paper Scale is 50%Scale Above line of buil Ing above cr) — New Window to (-4\ 4\ Match Adj. Extg. A-100 Existing 5x5 Steel Post 10 To Be Relocated Fo oti ng At M i n. 3-0" Below Grade Exist in 9!ra �� Partia�] P[an 1St '00r�ar�i�! Plan See Detail 4/A100 Scale: r_0 Scale. /4W- 1-0 �.. Mosso 04.05.201F 2013 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Issue Set 08.13.2012 Client Meeting Set 03.05.2013 Bid set 00.00.0000 Permit/Pricing Set 04.18.2013 Construction Set 00.00.0000 REVISION DATES Match Adj. Extg. VIF New Window to New Clerestory Windows New Casement Window Match Head Height 101 To Existing ljq Match Siding To-- Steel Post Drawing Legend: . . Wall To Be Removed Wall To Remain NewWall New Foundation Wall S' a'I M47 0 S Sc C3 Guidelines Fence Door Tag Window Tag Section X, Sheet A-XXX . . . . . . . . . . . . . . Suspended Track Ughtng Detail Tag New Roof Rafters, Girder & Ceiling Decking & Insulation TnMatch Existing 4> Elevation Tag Now Window TuMatch *cUeauent X Interior Elevation Tag X<9> R-3OBatting Insulation Open To New Roof Rafters 8& Roofing Beyond ToMatch Existing New Gutter To K8ottoh Exioting, Typ. New Window ToNMatuh Adjacent ' New Wall To Match Existing Wy 213 E.FRONT STREET PO.BOX683 GREENPORT NYii944 Wine Batting Insulation UnfiU, Typ. Cooler New Floor Joists, S)eo Plans For Sizing Existing Siding Tm FRamain Masso Residence New Tongue& Gmmve 5705 Nassau Point Road Cedar Decking Cutchogue, NY, 1.1935 G" O|oaedCeUSpr�Y Foam Insulation (R-6.3 Per|nuh) Elevations&Sections Existing Stucco To Romain Note'All Drawings Printed on 11x17 Paper Scale is 50%Scale Above A-101 )C Sce Ci onL �ev�ti?n ale 4� Masso 04.05.2013 ` @ 2023 W1ory| Kramer Architect , All Rights Reserved