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HomeMy WebLinkAbout38591-Z Town of Southold Annex 12/29/2014 �Qg�FFU[,��o S ay' P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37348 Date: 12/29/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1240 Inlet Dr, Mattituck, SCTM#: 473889 Sec/Block/Lot: 99.-2-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/4/2013 pursuant to which Building Permit No. 38591 dated 12/24/2013 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 INCLUDING DECKS, SCREENED PORCH, COVERED PORCHES, OUTDOOR KITCHEN, 2ND FLOOR ROOF DECK AND BALCONY, AND 2 CAR GARAGE WITH UNFINISHED STORAGE ABOVE PER ZBA DECISION#6606 DATED 12-20-2012 AS APPLIED FOR The certificate is issued to Kavourias,Michael&Kavourias,Emily (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38591 07-06-2014 PLUMBERS CERTIFICATION DATED Cutchogue East 08-18-2014 t riz Signa re S�Fot TOWN OF SOUTHOLD �d,9 Xc°G BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • opt 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#: 38591 Date: 12/24/2013 Permission is hereby granted to: Kavourias, Michael & Kavourias, Emily 45 Van Arsdale PI Manhasset, NY 11030 To: Additions and alterations to an existing single family dwelling as applied for per ZBA approval. At premises located at: 1240 Inlet Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 99.-2-6 Pursuant to application dated 12/4/2013 and approved by the Building Inspector. To expire on 6/25/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,189.20 CO -ALTERATION TO DWELLING $50.00 tal: $2,239.20 Build g 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 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 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. 1 2 — New Construction: ✓ Old or Pre-existing Building: (check one) Location of.Property: 4-(7 //V`v-r _[_1>12_1 y155 /t/f ff�--TT I TV C K House No. Street Hamlet Owner or Owners of Property: M)rwAK_v d-/(�1�q{�,{" ILY Yk'At1 r L..,f—IA,S Suffolk County Tax Map No 1000, Section - l l Block Lot b Subdivision Q Filed Map. Lot: Permit No. U�q Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Tempo ry Certificate Final Certificate: (check one) ) Fee Submitted: $ � 1 Applicant Sign ure \N,pF SOUryOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 �Q roger.riche rtp_town.so Uthold.ny.us Southold,NY 11971-0959 C4UN% BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kavourias Address: 1240 Inlet Dr City: Mattituck St: NY Zip: 11952 Building Permit* 38591 Section: 99 Block: 2 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Peconic Electric Corp License No: 43457-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic - X Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 80 Ceiling Fixtures 30 HID Fixtures Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures 20 Smoke Detectors 6 Main Panel 200a A/C Condenser 3 Single Recpt Recessed Fixtures 75 CO Detectors Sub Panel A/C Blower 3 Range Recpt Fluorescent Fixture 3 Pumps Transformer Appliances dw Dryer Recpt 1-30 Emergency Fixtures Time.Clocks Disconnect 200a Switches 75 Twist Lock Exit Fixtures TVSS 11 Other Equipment: 200a underground service, 30ft lighting track, 2-range hoods, 10-ARC fault circuit breakers, 1-20KW standby generator with 200a transfer switch Notes: Inspector Signature: Date: July 6 2014 81-Cert Electrical Compliance Form.xls l Town Hall Annex Telephone(631).765'7180.2- 54375 631).765-1$0254375 Main Road Fax(631),765-9502 P.O.Box 1179 2r"- Southold, Southold,New York 11971-0959 � �O BUILDING DEPARTMENT TOWN OF SOUTHOLD -CERTIFICATION Date: �/ f Building Permit No. A Owner: eez M66) . (Please Tint) . Plumber: qC �S(�O �( CCS G 1,1c (Please print) I certify that the solder used in.the water supply system contains less-than 2/10 6-f I%. lead. 12 . (Plumbers-Signature) Sworn to before me this day of 20 CONNIE D.BUNCH Notary Public,Slate of Nev:Yolk I� No.O1 BU6185050 - yv�P Qual-ified in Suffolk County� Commission Expires April 14,2 ) . Notary Public, !E�u--P County 3 FS*�'T ( o��pF SOUI,y� cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A.6 DATE `/ INSPECTOR so(/T�, �ycoum N SOWN OF SOUTHOLD BUILDING DEPT. 765-1802 PECTION [ ] F2" [ION 1ST ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE AL (FINAL) REMARKS: DATE INSPECTOR OF SO(/T�,O� , cOUNi`I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATIONAST [ ] ROUGH PLUMBING [ ] F NDATION [ ] INSULATION [ FRAMING RAPPING, [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE'VIOLATION [ ] CAULKING REMARKS: DATE - INSPECTOR-2!! ` r. Of SOUryo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPEC /ICN [ ZIF NDATION1ST [ ROUGH PLBG. UNDATION 2ND [ ] INSULATION AMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c ! f` e DATE INSPECTOR !� _ Of SOpr�olo • �o eOURi`1,� Cif'! TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE. Z.,,7 INSPECTOR p OP SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT19N [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ` SCJ DATE INSPECTOR oF souryo`o o�yccuMV,� TOWN OF'SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - . ` [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] !"dLATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT ON [ ] CAULKING REMARKS: ✓ DATE ® � �� ` INSPECTOR / - ' F SOUjyo 0 • 9z TOWN ��'y00UMV,Nc� TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] FOUNDATION A ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0 11 OYClt�� Q__eD A-13v t C.,L4 cz-Z . DATE INSPECTOR . PLUMBING 1 STATE ENERGY CODE �'r' � iii ` �'- - -��� ��►�_ ADDITIONAL COMTYMNT� • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the follow' g,before applying? T TOWN'WALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board pproval I►rT1?r- FAX: (631)765-9502 ''� Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. N ti Trustees N /� Flood Permit N Examined 120 Storm-Water Assessment Form Contact: tt �� II Approved 20 `� `'L MaX&I : I"Il�� t, ir4e.r Disapproved a/c 1,1 !aIct�-(fta.,K A 1I'1gD Phone:&4.11 Expiration 20 DECR E � nn E Building Inspector 1J LICATION FOR BUILDING PERT QEC —5 20MI Date 20 INSTRUCTIONS BLDG.DEPT. T WN OF Si�ve etely 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 perniit 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 dem as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing e,and egulations,and to admit authorized inspectors on premises and in building for necessary inspections. (__491'Kiture of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder I/ Name of owner of premises I +- 1�Ao V eAi�. (As orl the tax roll or latest deed) If:ap ' ant is �tio�n, sign�atuure of dul authorizee officer ame and title of corporate officer) Builders License No. y5'9)19 i� Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street G� Hamlet County Tax Map No. 1000 Section I Block 0 1 Lot Subdivision _1<110D �� Filed Map No. I(�17, Lot .� 1� � i 2. State FRisting use and occupancy of p m' es and intended use d occupancy proposed construction: a.! Existing use and occupancy I , L( 1�0 t� b. Intended use and occupancy Cpt� 3. Nature of work(check which applicable):New Building Addition t', Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor t If garage, number of cars 2 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 �(� 'd Depth 70—® Height ��� Number of Stories I Dimensions of same structure with alterations or additions: Front 47���� Rear I`2-6, Depth -C,'' Height 4-7 CC— " Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front ,1/C5,_0 Rear 11,490 15 i Depth I-1 I,©° 10. Date of Purchase 170 61 Name of Former Owner rr- �.,a 11. Zone or use district in which premises are situated 18 12. Does proposed_construction violate any zoning law, ordinance or regulation? YES NO��/ t�.°c�rw� 13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES NO HNWAZ iloso 14.Names of Owner of premises i� awJXiA Address cvAL*_ ,� Phone No. 9'I`1 CrS _-1 b i j Name of Architect I• AddressZl A.I� g�. �k1 , 'honeNofoMl Name of Contractor o i Address 5r is IZe 49,i ° u `1�Phone No. $I ZQlol.-'I100 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAYBE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO wo-' �* IF YES, D.E.C. PERMITS MAY BE REQUIRED. i16. Provide survey,to scale,with accurate foundation plan and distances to property lines. I 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with property? *respect to this ? * YES NO V P p * IF YES, PROVIDE A COPY. JAWSM((s)lheis 'S'o"�'STATE OF NEW YORK) NotaryPublf NewyYorkSS: MO 52COUNTY OF ?4r-r,,.�rt ) Ouallt�e� Cou tyMy CommiSsioI-lq i7bein dul sworn de oses and sa he is a icant g Y p Y ) pp (Name of individual signing contract)above named, ($)He is the dgtf Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said wor and to make and file this application; that all statements contained in this application are true to the best of his knowled d bel' f,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this )V-0 day of 'DFS-&"f*it 2013 i i i tary Public Signature of Applicant i BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 0f SOUry 53095 Main Road•P.O.Box 1179 1 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P.Goehringer Town Annex/First Floor;Capital One Bank George Horning yO 54375 Main Road(at Youngs Avenue) Ken Schneider lj'rG,� Southold,NY 11971 http://soutiloldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax,(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 20,2012 ZBA FILE No.: 6606 i NAME OF APPLICANT:MICHAEL and EMILY KAVOURIAS PROPERTY LOCATION: 1240 Inlet Drive(corner Miriam Road)Mattituck,NY SCTM#1000-99-2-6 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. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the `i Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The Applicants' property is a+/-31,627 sq.ft.parcel in the R-40 Zone. The northerly lot line measures+/-164.27 ft.along Miriam Road. The easterly lot line measures+/-238.88 ft. along adjacent properties,the southerly lot line measures+/-123.15 ft. along other adjacent property, and the westerly lot line measures.+/-196 ft. along Inlet Drive. This corner lot is adjacent to two streets, and has two front yards. The property is improved with a one story single family dwelling, as shown,with the proposed new construction,on the plot plan drawn by Michael Macrina,Architect dated 9-24-12. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building Inspector's October 2, 2012 Notice of Disapproval based on an application for building permit for additions and alterations to an existing dwelling at:'1) less than the code required front yard setback of 40 feet, both streets on this corner lot. RELIEF REQUESTED: The Applicant requests front yard variances in order to construct a proposed second story addition, including second story decks, and a groposed covered porch. The Applicant proposes to maintain the existing front yard setback of 25'1" from Inlet Drive for the single story dwelling, and proposes a new setback of 38'11"from Inlet Drive for a new second story addition,where Town Code requires a 40 ft setback.The Applicant proposes to maintain the existing 22'10" front yard setback from Miriam Road for the new second story addition, which will include two new second story decks with a 25'5" and 21' setbacks from Miriam Road, and also proposes to establish a new front yard setback of 11'11"from Miriam Road for a new covered porch,where Town Code requires a 40 ft. setback. The existing front yard setbacks are 25'1" from Inlet Drive, and 22'10" from Miriam Road for the single story dwelling on this parcel. ADDITIONAL INFORMATION: The ZBA received a letter dated Oct.25,2012,from the Mattituck Park District's attorney,requesting that three conditions be placed on any relief granted by the Board of Appeals to the applicant,.whose property is adjacent to property maintained by the Park District.At the public hearing On December 6,2012,the Park District attorney verbally amended.that request by removing item#3,and,at the I Page 2 of 3—December 20,2012 I ZBA File#6606-Kav_ourias CPM: 1000-99-2-6 request of the Board; submitted a letter dated December 14, 2012 clarifying the Park District's recommendation for the re-vegetation of an area owned by the Park District that was cleared by the applicant. The ZBA also received verbal testimony at the public hearing from persons affiliated with the Mattituck Park District. The ZBA requested and received on December 12, 2012 supplemental information from the Applicant's architect relating to j non-conforming front yard setbacks within the neighborhood. In prior Appeal 2828; dated Aug. 21, 1981, a previous owner of this property was denied a variance to subdivide the property into two parcels, both with insufficient lot areas,and one with insufficient road frontage I- FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held,a public hearing on this application on November 1,2012,then adjourned upon Applicants' request until December 6, 2012,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 fmdings: 1. Town Law_4267-b(3)(b)(1). Grant of the variances requested for the 38'11" setback from Inlet drive, and the 22'10" setback from Miriam Road for a second story addition will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties The existing front yard setbacks are 25'1" from Inlet Drive, and 22'10"from Miriam Road for the single story dwelling on this parcel, and second story additions i are customary in this residential neighborhood. Grant of a variance for the 25'5" and 21' front yard setbacks for the second story decks will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties, considering the established 22'10" setback from Miriam Road for the existing single family dwelling. Grant of a variance for the 1F1 I" front yard setback for a proposed new 1 story covered porch will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties because it would create a new nonconforming front yard setback that would be a 50% increase in the existing degree of non- conformance and in the average front yard setbacks for properties in this neighborhood. The Applicant did not clearly establish that this degree of variance relief was essential and necessary to the proposed additions and alterations,that the proposed 11'11" porch setback was characteristic of other properties within the neighborhood, or that the granting of such relief would not be a detriment to the character of this residential neighborhood.. 2. Town Law$267-b(3)(b)(2).The benefit sought by the Applicant for a second story addition with second story decks can not be achieved by some method,feasible for the applicant to pursue,other than an area variance because I the dwelling on this comer lot has two existing nonconforming front yard setbacks and second story additions can j not be built without the granting of variances. The benefit sought by the Applicant for a covered porch can be achieved by some method, feasible for the applicant to pursue, other than an area variance because an attached porch could conceivably be built in a more Code conforming location on this property. 1 3. Town Law 4267-b(3)(b)(3). The variance granted herein for construction of a second story addition with a 38'11" front yard setback from Inlet Drive is not mathematically substantial, representing+/-2.5% relief from the code. The variances granted herein for a 22'10" front yard setback front yard from Miriam Road for the proposed 1 second story, with 25'5"and 21' setbacks for the proposed second story decks are mathematically substantial, representing+/-43% relief from the code for the second story addition, and+/-37% and+/-47% relief for the two second story decks.However, this degree of relief is mitigated by the fact that the existing front yard setback is already established at 22'10"from Miriam Road. i 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that the granting of variances 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. Page 3 of 3—December 20,2012 ZBA File#6606-Kavourias CTM: 1000-99-2-6 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 &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations, 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 Horning, seconded by Member Weisman (Chairperson),and duly carried,to GRANT, the variances as applied for,for the construction of a second story addition with two second story decks. DENY, the variance as applied for, for the construction of a covered porch facing Miriam Road Extension with a front yard setback of 11'11". Subject to the following conditions: 1. Applicant shall relocate and maintain any/all portions of their existing chain link fence that are outside of their property lines to their own property. Additionally, applicant shall remove any gate providing access to Mattituck Park District property, and show same on an updated survey. 2. Applicant shall re-vegetate the Mattituck Park District property which was cleared by the applicant up to 20 feet on the Park District's property with plants listed in the Cornell Cooperative Extension Seashore plantings Guide, as revised September 1998 and pursuant to the recommendations for Belt I-A. 3. Before applying for a building permit,the applicant or agent must submit to the Board of Appeals for approval and filing,two sets of the final site plan/survey, and architectural elevations and floor plans conforming to the relief granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department.Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the variances)granted herein 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 rightto 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:Morning, Weisman(Chairperson),Dinizio,Schneider. Member Goehringer abstained: This Resolution was dul adopted(4-0). ` I Leslie Kanes Weisman,Chairperson Approved for filing/; �� /2012 SCOTT A. RUSSELL ®�®���Fot`��® SUPERVISOR Gyp JAMES A. RICHTER, R.A. MICHAEL M. COLLINS, P.E. TOWN BALI.- 53095 MAIN ROAD 'Ae Tel. (631)-765-1560 Q t'Y TOWN OF SOUTHOLD,,NEW YORK 11971 ® �.` Tax. (631),-.765-9615 ?NIICIIA I-.COI.LINS!a�TOWN SOI ITNOI D NY.ISS ®1 �� IAMM.R DE 1 OFFICE-OF THE ENGINEER DEC 2 2013 TOWN OF SOUTHOLD ~ BLDG. DEPT. TOWN OF SOUTHOLD STORMWATER MANAdM NTCONTROL PLAN REVIE (To be completed�by the applicant) TO: Engineering Department w. PLEASEATTACH. FROM: Buildi g epartrnent ®" o b 9 py of-thecompleted Application for DATE: 2 Bui'lding PeTmit (2) 9 5tormwatqr Managemdrit Control Plan APPLICANT: C- ,Completed.Stormwater Management S.C.T.M #:IO(2(l l ,o ,p(9 Control Plan Review Checklist PROPERTY ADDRESS: BRIEF PROJECT DESCRIPTION: o ' t Ufttk L PLAN �"�� d ��0 12 1013 I FOR E G EER{ G E L ARTMENT USE'C�NL Y*** i Reviewed By Date:�4 `' I APPr e Additional Information Required: E REVISED 9/17/2013 F � c�Ff01k�� DATE: 12J eLj Stormwater Management Control APPLICANT: Pian Review Checkfist PHYSICAL ADDRESS: I ZED StorWWater Management Control Plan Requirements; Yes No ; NA' If No or NA, Please Provide Additional Information 1 Plan drawn to scale of not less than 60 feet to the inch showing:- a, howing:a; location and description of property boundaries b. total.site acreage w c. existing and natural and man-made feafures on and within 500 feet y ' of the,site boundary as re.uif ed iw 236-17:C 2 d:test.holeVdata indicating soil cHaracteisticsand the depth;to wafer e. proposed limits of clearing andthe total area of., roposed land disturbance k " " INS. �.o'C Jq ��rc�t,�N�CL.( �r,�lrio t ►Nc° a o nN G,o Nf­ f existing and proposed corifours of the site (rihinimum` 2'Interval) g, location of all existing.and proposed structures,roads, driveways,. sidewalks drainage im roveMents and,utilities ✓ h, spot grade and finished flooeelevatio'ni for existing and proposed structures i, location of the swimming pool discharge ring is W,y"oc --r- Kms -(mor-rot�� j, location of•propose'soil stockpile area(s) . k, location of the proposed construction'entrance/staging areas 1, location of the proposed concrete washout-area ; In. location of all proposed erosion and sediment control measures 2. Planincludes calculations showing that the stormwater improvements are sized to capture, store and infiltrate on-site the runoff from all i000000 im ervious surfaces generated by a two= rainfall 3. DetailArawings (required for plan approval)provided for: a. erosion and sediment controls b, construction entrance VTiW-i�lri,C& 141nlG pti.i4jr,4xft � W..j4vawc- c. inlet structures(e.g. catch basins,trench drains,.etc:) \yd.']eAching structures,(e.g. infiltration basins, swale's, etc.) REVISED'9/17/2013 DAVID B. PROKOP ATTORNEY AT LAW NOV 2 5 2014 131 ROUTE 25A, SUITE 2 ROCKY POINT, NY 11778 TELEPHONE(631)821-1314 BLDG.DEPT. FACSIMILE (631)821-1190 TOWN CF S-�L!TI"TOLD ALSO ADM1IITTED IN DISTRICT OF COLUMBIA AND PENNSYLVANIA June 5, 2014 Michael J. Verity Town of Southold Building Department P.O. Box 1179 Southold, New York 11971-0959 Re : Michael and Emily Kavourias ( "Applicant" ) 1240 Inlet Drive, Mattituck, NY ZB . File #6606 Dear Mr. Verity: I am counsel for the Mattituck Park District . In the zoning board findings the above Applicant agreed to revegetate the park district property with native plantings . Some plantings were installed by the Applicant but there remains a significant encroachment of fertilizer dependent vegetation' �("sod _lawn) "onto the park district property which needs to be removed and replaced with native plantings as specified in the ZBA approval . There is also-debris, consisting in part of cinder blocks, and other items on the park district property which need to be removed by the Applicant . On behalf of the park district we respectfully request that the Applicant be notified by the Town of Southold that they are not in compliance with the ZBA approval and that no further action shall be taken with respect to any pending municipal applications until such time that compliance is confirmed by means of a municipal inspection and an updated survey reflecting the location of the revised lawn edge and new native plantings . Thank you for your courtesy. Sin e ly, Da i B . Prokop cic: : Mat ti PaY'k' Di'Strict SO!/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA Southold,NY 11971-0959 August 15, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Michael & E ' Kavourias 45 Van Ar ale PI Manha et, NY 11030 R : 1240 Inlet Dr Mattituck S TO WHOM IT MAY CONCERN: terns(if Checked)Are Needed To Complete Your Ce p : X "Note: Provide updated Survey for the fencing as per ZBA Decision#6606 Conditions nclosed Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) 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 — 38591 —Additions/Alterations CCreative EnmonmentafDesirn P. ®. Bo.;r 160 Peconic, ffly-/-/-QM 631734-7-923 Cwtiyeenydesioneyahoo.con November 7, 2014 Re: Michael& Emily Kavourias 1240 Inlet Drive Mattituck, NY 11952 SCTM#1000-99-2-6 ZBA File No.:6606 To whom it may concern: The vegetation that currently exist on the Mattituck Park Districts property located adjacent to the above mention property is well established. In my opinion,the vegetation in this area will not have an adverse environmental effect on the property as it stands today. Sincerely, E C E U David Cichanowicz, President N OV 18 2014 BLDG. DEPT. TOWN OF SOUTHOLD �O��pF SO!/lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Southold,NY 11971-0959 Q01. enuffm BUILDING DEPARTMENT TOWN OF SOUTHOLD November 21,2014 Michael & Emily Kavouris 45 Van Arsdale PI Manhasset NY 11030 RE: 1240 Inlet Dr, Mattituck To Whom It May Concern: Please find enclosed a copy of a memo we have received from the Zoning Board of Appeals. We will need these items completed before the Certificate of Occupancy can be issued. If you have any questions, please feel free to contact our office. Thank you. Southold Town Building Department BOARD MEMBERS OF SU(/T Southold Town Hall Leslie Kanes Weisman,Chairperson �* yp53095 Main Road•P.O.Box 1179 l0 Southold,NY 11971-0959 Eric Dantes [ Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �� a� 54375 Main Road(at Youngs Avenue) Kenneth Schneider �yCou (,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 CE L MEMO I . NOV 21 ao► i ' Date: November 21, 2014 4 s"rc' DIN. TOlri Of SOIITNQ!D _� To: Mike Verity, Chief Building Inspector From: Leslie Kanes Weisman, Chairperson, ZBA RE: CO application of Kavouris ZBA#6606 It was requested the ZBA review the CO request for completion of the conditions imposed in ZBA decision#6606. The ZBA reviewed the final survey and a Board Member went to inspect the property. The following incomplete items as per the conditions imposed were noted; The fence on the Town Right of Way property along Inlet Drive shall be relocated onto the property owner's property. Construction debris left on the Mattituck Park District property to the east shall be removed. Applicant shall provide a final survey showing all of the fencing located on their property line. Once these items are complete, please advise the Zoning Board Office so the Board Members can re-inspect the property. D CEr- oyE AFFIDAVIT ( NOV 26 2014 DI BLDG. DEPT. TOWN OF SOUTHOLD STATE OF NEW YORK COUNTY OF SUFFOLK: TO WHOM IT MAY-CONCERN: I, Michael G.Kavourias,am the owner of the home located at 1240 Inlet Drive, Mattituck,NY 11952. I am writing this affidavit in connection with ZBA file no 6606. All approvals from Department of Buildings have been granted except for the ZBA sign off due to the ZBA's requirement to move the fence along the western boundary of the property. I hereby undertake to move such existing black chain link fence to be located on or inside the western boundary of my property. I will supply updated survey upon completion of the work. Date: November 22,2014 Mic a G. Kavourias SWORN TO BEFORE ME THIS 22ND DAY OF NOVEMBER, 2014 Notary Public: HAILEY A SCHADT Notary Public,State of Nw York No.01SC62.75M: , Qualified In Suff lk,CoUnty' COmmission Expires 01/14/Zp� Toth, Vicki From: Weisman, Leslie Sent: Monday, December 29, 2014 11:39 AM To: Toth,Vicki Subject: Re: Kavourias As long as the fence is on the subject property and the survey has been confirmed by visual site inspection, it meets the condition in the ZBA decision and a CO can be issued. Please inform the Building Department as requested. Leslie Sent from my iPad On Dec 29, 2014, at 11:24 AM,Toth,Vicki<vicki.toth@tow n.southold.ny.us>wrote: Leslie— I received the survey from building dept showing the fence completely on Mr. Kavourias' property. Building would like an ok to issue CO from the ZBA. An email would be fine. They just want something to put into their file. Please advise. Vicki Toth Zoning Board of Appeals Town of Southold 631-765-1809 631-765-9064 (fax) 1 REScheck Software Version 4.5.0 Compliance Certificate Project Kavourias Residence Energy Code 2010 New York Energy Conservation Location: Suffolk County, New York ConstructionType: Single-family Project Type: Alteration Climate Zone: 4 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1240 Inlet Drive Michael&Emily Kavourias MMA Mattituck, NY Michael Macrina Architect 21 Main Street Stony Brook,NY 11790 omplian"ce- Passes Compliance: 13.7%Better Than Code Maximum UA: 402 Your UA: 347 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Glazing 11-Value 11-Value Wall 1:Wood Frame, 16" D.C. --- --- --- --- --- Exemption: Framing cavity not exposed. Window 1:Wood Frame:Double Pane 120 0.300 36 Door 1: Solid 40 0.300 12 Wall 2: Wood Frame, 16"D.C. 2,106 19.0 0.0 0.060 104 Window 2:Wood Frame:Double Pane with Low-E 199 0.300 60 Door 2: Solid 18 0.300 5 Door 3: Glass 164 0.400 66 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space --- --- --- --- --- Exemption: Framing cavity filled with insulation Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 865 30.0 0.0 0.033 29 Ceiling 1: Flat Ceiling or Scissor Truss -- --- -- --- --- Exemption: Framing cavity filled with insulation Ceiling 2: Flat Ceiling or Scissor Truss ep A RCSj213 38.0 0.0 0.030 6 Ceiling 3: Cathedral Ceiling �'tA• ��CT0 768 30.0 0.0 0.034 26 Ceiling 4: Cathedral Ceiling (2 �V �r2 A 64 19.0 0.0 0.052 3 99w S� 031x6 2 .10 Project Title: Kavourias Residence Report date: 11/12/1 Data filename : \\MMA-MAIN\Network Folder\Drawings\2008-MMA\0816-Kavourias\Energy Calcs\0816- Pagel of 2 Energy Calc A.rck 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 Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Kavourias Residence Report date: 11/12/13 Data filename: \\MMA-MAIN\Network Fold er\Drawings\2008-MMA\0816-Kavourias\Energy Calcs\0816- Page 2 of 2 Energy Calc A.rck SUFFOLK COUNTY DEPT OF LABOR, LICENSING&CONSUMER AFFAIRS HOME IMPROVEM ENT CONTRACTOR `} LICENSE KYLE J SCHADT ertifies that the B1 " ATAE This c NORTH FORK WOOD WORKS bearer is duly licensed by the r4581 Number �County of Suffolk 02/19/2009 9-H 02/01/2015 ll ,f '�R New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^"^^ 272628352 NORTH FORK WOOD WORKS INC 5175 ROUTE 48 MATTITUCK NY 11952 POLICYHOLDER CERTIFICATE HOLDER NORTH FORK WOOD WORKS INC MICHAEL KAVOURIAS 5175 ROUTE 48 1240 INLET DRIVE MATTITUCK NY 11952 MATTITUCK NY 11952 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12280317-5 883392 06/14/2013 TO 06/02/2014 12/2/2013 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2280 317-5 UNTIL 06/02/2014, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 06/02/2014 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SCOTT EDGETT NORTH FORK WOOD WORKS INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER: 191103786 U-26.3 I SURVEY OF Q' LOTS 97 & 98 " • D �" �_� oF' ! BLOCK 7 0o F°�o MAP OF 0 •- ° . ti5• s CAPTAIN KIDD ESTATES t FILE No. 1672 FILED JANUARY 19, 1949 * � r •. ° .'., >3` SIT UA TED AT MATTITUCK • D " • \ a° 00' TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ,, S.C. TAX No. 1000-99-02-06 , • SarIP/ SCALE 1 "=20' MARCH 1, 2000 l.v--20� AUGUST 30, 2004 UPDATE SURVEY • 60e LO 97y AREA = 31,627.47 sq. ft. 0.726- ac. C5 C D• - \ J C•Na' �' / • ,Lary G / i •_ > ��,p1 ,�/ ��, ,tip• ���/� °r1 ��Pp.�`/ � . w w _ ° - v �• .a QPM: G N 83 0 00 CERTIFIED T0: ,. CHICAGO TITLE INSURANCE COMPANY WASHINGTON MUTUAL BANK FA °. cfle ° i; 4oyo MICHAEL G. KAVOURIAS ��. ` ° FOUND VON. EMILY KAVOURIAS N . • O '�` ''• S�, ��' �`'' \ � ` i �� .ice O .. � ._. _ __ _-_ -- _ - - D- SA R1 - - I'• _ \ ^l '• ..-4J–rs�,,.,a+.�i, �1 1 0 1,74 ' • •. 1111, rno � `V • .. - � . . \ ,� � ,'oma � 9 \ LOT 98 - o t7"o _ o C tn \ , �0 D \ - (D ° �...-•- 71 O UNAUTHORIZED ALTERATION OR ADDITION D y�r \r �• ' 1 ? CO TO THIS SURVEY IS A VIOLATION OF r EDUCATIONSECTION 00 2lAWOF THE NEW YORK STATE OP 0� K f rni r COPIES OF THIS SURVEY MAP NOT BEARING • : /`' + THE LAND SURVEYOR'S INKED SEAL OR i EMBOSSED SEAL SHALL NOT BE CONSIDERED �o TO BE A VAUD TRUE COPY. ^+ °'• , I CONC•W 0:E f P o CERTIFICATIONS INDICATED HEREON SHALL RUN Z LINK INCE ! '41 ONLY TO THE PERSON FOR WHOM THE SURVEY • ° 1 J IS PREPARED, AND ON HIS BEHALF TO THE BICE AU 2 TITLE COMPANY, GOVERNMENTAL AGENCY AND rlAls WAI LENDING INSTITUTION LISTED HEREON, AND 8 O i 9E�K S Off' t' y TO THE ASSIGNEES OF THE LENDING INSTI CIO - ' TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. AJL !00" W LpT 99 THE, EXISTENCE OF RIGHTS OF WAY 0•S' $�03 AND/OR EASEMENTS OF RECORD, IF - 1 ANY, NOT SHOWN ARE NOT GUARANTEED. D.° ° QesC� � �• . 43 PREPARED IN ACCORDANCE WITH THE MINIMUM , e j STANDARDS FOR TITLE SURVEYS AS ESTABLISHEDI �^ THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR o s e p h A. i n g e g n o ' - FOR SUCHH USE USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION a Land Surveyor i z ®f VP, ' ,! Title Surveys — Subdivisions — Site Plans — Construction Layout Q 4 co p� „��� ' ; PHONE (631)727-2090 Fax (631)727-1727 ,\�-00 OFFICES LOCATED AT MAILING ADDRESS ic. No. 49668 322 ROANOKE AVENUE P.O. Box 1931 RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 � �s� 451, � �-•3 � ' 20-143A Architect Michael Macrina Architect 21 Main Street Stony Brook,N.Y. 11790 phone (631) 686-6585 fax (631) 686-6786 email MMacrina@optonline.net web MMArchitectpc.com Q QThese plans are an instrument of service and are the exclusive property of the architect. O .02 // shall be prosecuted sign ideas presented on thesedrawings prosecuted to the fullest extent of the law. �Q rightsght 2006:reserved, noohael art of thea Architect. may be reroduced without the expressed written consent at the architect. r O Dates` ^ X01 O / Proposed o��o'�o. 4ao'o\"�'' 1 9-24-12 ZBA application Covered Porch `o� (� i THIS IS AN ARCHITECTURAL SITE PLAN 2 5-7-13 Revisions as per ZBA Q\/ moi, PaveringC rionc. o60Qaa\L\°r BASED ON INFORMATION FROM A SURVEY PREPARED BY : 3 5-23-13 relocate fence& revegetation yo to be expanded Joseph A. Ingegno Proposed \ /of Bonk Deck To v; Riverhead, N.Y. r9 p 2s �� p , �\ dated : Mar. 1, 2000 (O� Proposed ;� s /'��,� o• �\�, Second Fir. Deck ° I s 15 Proposed S ,i K\ N\m .,�� o Garage �t 15 \° o\ ; The area between the encroaching �. �5�o6 \tea chainlink fence and the property line Proposed Propose Proposed ti�� 5\ae<o°� \ is to be revegetated with plants listed SecondFir. s� Secoyrd'Fir. One-Story 5e �^ `\ in the Cornell Cooperative Extension Balcony o 10ddltlon Addition o� \ Seashore Plantings Guide as revised t.lj ,^� (everexist'g house Sept. 1998 and pursuant to the No. Date Description �� O \� oo recommendations for Belt I—A �0o ,� Project NXita5o too F_ Existing /cA�� Propose 2�s �� 1\ 10.0 r Proposed Addition Sto One- - ry Screened o �o Inground T�� & Renovation In Pool 0 0 Dwelling Porc�i ,�. \ (new roof above) c D� Pra osed \ For The Deck Proposed o KavouriasCovered \ � 01 •� 0 PorchI Rock Wall c 1 N b Residence 5 t o 1240 Inlet Drive Mattituck, NY 11952 \ ro Zone: R--40 a 1 Town of Southold Suffolk Count \ Ex , Wood _.---- Drawn By ® A JC `� - - •��4 Tie WallC' \ J.L. Checked By,, 0"S ro O a t •,� \ \ rn o o r M.A.M. a G� 0� ao`\ o°� Top of Bank �`y oN \ o F N� °t�3°<\ Sheet Title oo - oin \1nk fence 0n om • 1 Plot PIan \ � EX �hdm ltnk fen Block wa11 \ sono, \ •O Il Y'` Project: Job No.: 08-16 Plot ' P I a n '� - Scale: File Name 1"=20' 0816-Design B NORTH .1 ., _ 20• Drawing Na. 1• e e SURVEY OF D LOTS 97 & 98 O J � 01,1 BLOCK 7 D ooMA P OF e. CAPTAIN KIDD ESTATES kP FILE No. 1672 FILED JANUARY 19, 1949 ��° SITUATED AT p D sCP, VIATTITLICK D U a; TOWN OF SOUTHOLD) SUFFOLK COUNTY, NEW YORK �� D 0�GJFLO O - D !r C fir• FCo9N ST° d° p ° LPm �� S.C. .TAX No. 1000-99-02-06 .1 e�° p O D n �� � SCALE 1 =20 CH 1 , 2000 MAR AUGUST 30, 2004 UPDATE SURVEY SEPTEMBER 9, 2014 'UPDATE SURVEY D ° �° NOVEMBER 14, 2014 LOCATE FENCE AS MOVED G.P 2 -�� DECEMBER 22, 2014 LOCATE FRONT FENCE AS MOVED � oJ<v 2! .Q'P 6G ...< O °o 20 's' °ti °° -', .�",�', -i `� � AREA = 31 ,627 sq. ft. T A 00 �5 ny C� �F, °' � �.h� .• 9yc� ,� 0.726 ac. n \�yy,o Ln .. ,.. N � do �R ,..,` `..{;..� ;..;.;...l�..'•,..J ;...�..� 1..s ; - % o ._1%..:r;- ••,.. -i 3<' ..J �.....,Y �••t i--tiQ pal J40 OU BY ,..; y.,i' �.J;,'-..<..{,>-'•' (;�°°i,...�.�'..{<!> ..�i'"'��.,..i.-.i' 5>.-.-:Qo/�--� } , �o Qoo� /•• .{.'-.-.�./..{ C7�y' 10.00 7 CER TIFIED TO: 01,0+1 GCHICAGO TIT LE INSURANCE C OM PANY MUTUAL BANK, FA °6 WASHINGTON MICHAEL G KAVOURIAS 9�l < >- < >•; >--I ;•••' }••;:'•-< °Q° y� FOUND EMILY KAVOURIAS eD LVO \ 101 / '..1'-i },>- ..(..}�-'� �RFPL o CONC. MON. [1` CD'1 _ •__•'' is - �--� o O m L flo o° LOT O CP��� LOT 9B P? LO <• / m c) UU1rrn 0 LO .0 D.° �T o ° \ O O D 00M J m w ��}`�''n/ PREPARED IN ACCORDANCE WITH THE MINIMUM D D \ I 1Z•3E m �m n C (� �l C STANDARDS FOR TITLE SURVEYS AS ESTABLISHED � FRPM �. ' 1 BY THE L.I.A.L.S. AND APPROVED AND ADOPTED SHED 17.1' !!l.••JJJ SUCH USE 3 uTITLELE ASSOCIATION. THE NEW YORK STATE LAND 12 O T ° N N coNG• wPlo� DEC 2 9 2014 D j� CNNN LINK FENGE O �, 0 111i:!''OF N! D ° p j Pis CHP\N LINK FENCE WPL 5. W110- }O D 3 6i nG DEPT. � 8 OO G cONC• BL°CK WALL O TO',iiN OF S01JTHOI-0 * � � D' yOG FENDN S 0.2'E• III F Z • o �-o?o DL• „ 9 � waL! 00 W LpTO 5 N.Y.S. Lic. No. 50467 c `rWL)�' o I III TOTHISOSURVDEY ISEATVIOLATION OF ION OR ION SECTION 7209 OF THE NEW YORK STATE Nathan Tat Corwin I EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI– PHONE (631)727••-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 20-143D 4 WOVEN WIRE FENCE Michael (MIN: 14 1/2 GA., MAX. 6" MESH SIPACING) - 10' O.C_ MAX. — _ Macrina - 36 MIN. FENCE POSTS, DRIVEN MIN. 16" INTO GROUND Architect { 36" MIN. FENCE POST ,:.- •;.,4 •>ws P.C., /1.1./1. j WOVEN WIRE FENCE i (14 1/2 GA. MIN., MAX. 6" MESH SPACING) ':;.OM1;,;.•;;,-„:;: WIT14 FILTER CLOTH OVER HEIGHT OF FILTER I 16” MIN. HAY BALE . 0 SEE HAYBALE DETAIL ',;��` ,}•'; + ; I 8" MIN. 20" MIN. I F�� I UNDISTURBED Install Haybales & Silt Fence i PERSPECTIVE VIEW GROUND (see details) 04MBED FILTER CLOTH O r 1. WOVEN WIRE{6ENCK TO BE FASINED SECURELY POSTS : STEEL EITHER T OR U MIN. 8" INTO GROUND `� I TO FENCE POSTS WITH WARE TIES OR STAPLES. ITYPQ OR 2" HARDWOOD i New D/ 2. FILTER CLOTH TO BE FASTENED SECURELY TO i 16" MIN. WOVEN WIRE FENCE WITH TIES SPACED EVERY FENCE : WOVEN WIRE, 14 1/2 GA. O Drywell #1 \?i / 24" AT TOP AND MID SECTION. 6" MAX. MESH OPENING - 21 Main Street 8'dia, x 6' tall Q 3. WHEN TWO SECTIIONS OF FILTER CLOTH ADJOIN YIP S AGF ` p M/O/F EACH OTHER THEY SHALL BE OVERLAPPED BY FILTER CLOTH :,FILTER X, MIRAFI 100X, Stony Brook, N.Y. 11790 TOPSOIL I SIX INCHES AND FOLDED. STABILINKA T14ON OR SECTION' phone (631) 686-6585 k STOCKPILE M A TTI TU C K PARK DISTRICT I 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED APPROVED EQUAL. — AREA � 1 AND MATERIAL REMOVED WHEN "BULGES" DEVELOP fax (631)686-6786 ,1 1, -•• new trench % New IN THE SILIR F9NCE. PREFABRICATED�4UNIT : GEOFAB, email MMacrinaCa optonline_net ' o� D ell #2 web MMArchitectpc.com drain ^ r�nhl ! ENVIROFENCE, OR APPROVED `�2 ,• rr Drywell QUAL. the exclusive property tr the architect. /�` i / �O o � 8'dia. x 8' tall — I -- = S i I t Fence D eta i I These plans are an Instrument of service and are �/` Proposed' \ p, `` / Covered Porch 40 \ " '(� THIS IS AN ARCHIrCTI RAL! SIIrE PLAN Infringements of the concepts and design ideas resented on these drowin s shalt'be prosecuted �' �• � not to scales p 9 CONSTRUCTION £0 ti� \p� BASED ON, INFORMATIOtJ FROM"A to the fullest extent of the law. copyright 2006: STAGING AREA I pd Michael Mocrina Architect. All rights reserved, no 1 I SURVEY PREPARED BY . part of the plans may be reproduced without the 00\ / ? Existing Conc. �� \o• TEMPORARY EROSION CONTROL MEASURES expressed written consent of the architect. j Paver Driveway \ v Joseph A. Ingegno O - D3 to be expanded \ 0��7 Riverhead, N.Y. TIE SILT SCREft AND CONSTRUCTION FENCE IS PROPOSED TO ACT AS A v/ Propose '�` ' Pro osed / 2s\\ r� �\ CLEARLY VISIBLE BARRIER DURING EXCAVATION AND CONSTRUCTION. / P dated : Mar. 1 2000THIS FENCE AND THE SI[kT SCREEN SHALL BI; Secon r of� Dec�,��/ `L° \ I o�\�m ALL EXCAVATION IS COMPLETED ON THE SITi REMOVED AFTER 1 2�� s D6. Proposed p`�o -Garage 6' New w ^� 1 b'< ads o m v ` & landin s' ° o The area between 'the encroaching q'' _ \ SILT FENCE TO BE INSTALL. Proposed = �5�o°ta chainlink fence and the property Hine SEE SILT FENCE DETAIL ,; Baicon Flr. re' - h e c� is to be eve etat_ed with plants sted - , y Propose Proposed -. �,. 5�a bo \ g P Seco Flr. ; - Se'< ` in the Cornell Cooperative Extension ri `� 'L well One-Story • \ p FLOW h t T 0 9 addition Addition. " - Seashore Plantings Guide as revised (aver exist'ghouse o ! Sept. 998 and 'pursuant to the j 32 ,p Existing \ r'O� ! recommendations for Belt I—A =I� — — i Paver Patio coo !! I �� � � 4" VERTICAL FACE j c' '' ! MBEDDING DETAIL gab 1 9�. 4k Existing ! bG�O'06 11 ngroun83 t 0 0 �'� 5•, Id Pool \`� �� i ! ANGLE FIRST STAKE TOWARD Proposed ! }�'�a j _ `� PREVIOUSLY LAID BAL,F,6 red Existing New richFLow / / /// % Date One-Story Drywell#2 Proposed \ M�1 �� it _ 1213/13 Issued to BuildingDept. Dwelling Q) 8 dia. x 10 all Deck - (new roof above) `��` ` i «c�AcG oda\�\p� fxising \�� I O j i / WIRE OR NYLON BOUND, HAY ALES Zoning Analysis +7, S` 1\10 Pcgver Patio / \ Rock Wall o III I Ilp I I I I /��� -Lot Area :31,627.47 sq.ft. (0.726 acres) DRIVEN 2R INTOE GR GROUND. OR 2" x 2" STAKEIS Tax Map No. \\ 66 aeCV _ `. i 1 \ �o \ 11l i, - District: 1000 EXISTING GRADE _ = _ _ -— _ _— —— -- _— _ - Section .99100 _ — _ _ Block:02 _ \ Se - I 4--6" `I I h ll I I I ISI 11 I I-1 l ''— J I I I + I I� I I-I I r—I�I=H I= Lot:06 \ ICD rnFROM VIFW No. Date Description -Map Name :Captain Kidd Estates \ Project Zone: zone: P-40 Ha Bale Detail \ � LOT 1 -Zone* R-40 ___- SCTM# 1000-99-2-18.1 not toaProposed Addition , ` Ex. Wood \ I OWNER: DELUCA 0 & Renovation I Tie Wall For CD0 t, nQ o� I ! Roof Run-off Calculations Top of Bank� x a' 1 C\ o- ' Drywell #1' (driveway & front walkways _ Michael & 1 N��` °� Plot Plan Legend o4�\ o. Runoff Factor — 1 i 'a�` Storage = 2" _ .17' { ' Driveway Area : 1,420 sq. ft. Indicates Properify Line Emily �\ o n cont. ' '�1 Volume Required — Indicates Setback tineI ` fence ° \ / fence Chain link ,2�j .� (rainfall) (area) (runoff factor) _ 'lndicgtes !Fence Kavou' rias \\ EX Chain link Block Wall .17' x 1,4'20 sq. ft. x 1.0 = 241.4 cu. ft. !\ Cont I i WT 2 8' dia. Ring = 42.24 cu. ft. per foot of height Indicates rxisting Structure or _ 1240 Inlet Drive 1 \\\ 00���� LOT 99 I SCTM# 1000-99-2-18.2 241.4 cu. ft. / 42.24 cu_ ft per foot of height = 5.7 ft. Mattltuck, NY ' 5j OWNER: DELIUCA Provide (1) 8' dia, x 6' Jalb Drywell Ring Proposed drywell �--'" SCTM# 100099271 (solid cover below grade) r OWNER: FOURNIOTS Proposed drywell Town of Southold Dr ell 2 & 3_ roof_onl Y"' �.# (open grate to grade) 04Suffolk Coly\ Runoff Vactor = 1 [ Storage = 2" = .17' leader drop insfall new underground piping to Drawn By: ,���a AR Roof Area 4,05 sq. ft. new drywell (see plan) Plot Plan Volume Required = lndicgtes Silt Fence VA GI FA VA M.A.M. NORTH _ (rainfall) (area) (runoff factor) _ & Haybales Checked By: "� — Q. .17' x 4,025 sq. ft. x 1.0 = 684.25 cu. ft. 8' dia. Ring = 68.42 cu. ft. per foot of height ( T.O.G. Top of Grate S.G. NA X S6 684.25 cu, ft. 42.24 cu. ft. per foot of height = 16.2 ft. � � '10 / p g 'Existing Tree to be Protected �1 r 4Provide (1) 8' dia. x 8' Tall Drywell Ring (drywell #2) 1 (see detail, same sheet) and iP-ovide (1) 8' dia. x 10' Tall Drywell Ring. (drywell #3) �" Sheet Title I Indicates Electric Service —E—E—E—E— Solid Cover (Traffic Bear'g) Indicates Water Service -W w w—w— Stormwater NDS PRO-SERIES Grade Management CHANNEL GRATE 12" min SewerPipe I 1 24" max � Traffic Bear'g Control Plan I I 10NALGRADE iELV, g Dome j ® ® ® ® ® ® I I ' . CONCRETE ® ® ® ® ® ��-4,000 psi Reinforced General Notes: - i I ®® ® ® ® ® I Conc. Rings (typ) j NDS PRO-SERIES ® ®® ® ® ® a CHANNEL GRAIN ® ® ® ® ® ® 3 —O" min. Project: Job No. : i I Collar 1. General Contractor to Install Hay Bales&Silt I °O 1/2" OR 5/8" REBAR TIED I ® Fence as shown on plan. lKavourias 0816 C -a •, a AROUND Win WIRE I I - I Backfill w/ Clean ; ® ® ® ® ® �'J Scale: File Name I ®®� to I Sand & Gravel Zr Geheral Contractor to Install Drywells for all Roof • t . �'. COMPACTED SOIL ® ®® ® ® ® ® . I I Le6iders as shown on plan. As Noted 0816-Constrn A ` 1 I-24" min. Drawing No. : I I: Ground Waterl Trench Drain Detail Drywell Detail solid coverbelow" rade 1" 9 � I > ii •• not to scale not to scale � ; I r, i - — - - - - I , BUILDING DtEPARTMENT DATA : Classification / Floor Area : Mich ae' ' APPROVED AS DOTED , , ' � � _ -••�,.•, . „• Floor Level► - Existing Proposed Total- _ ll Macrina t Cellar (finished) i2�z�l��. B.P.# �g5� � � Y .s DATE: . P'-lie- (all First Floor 1,394 sq. ft. 855 sq. ft. 2,249 sq. ft, Archl'tect ' a� �-�- ate,.. ft. 820 sq. ft. FEE�L9� BY'�I�l r y� n: (a 'I 0 - a Second Floor - 820 s NOTIFY BUILDING DEPARTMENT AT _ - El q - 765-1802 8 AM TO 4 PM FOR THE -- - _ --- til u- Total 1,394 sq. ft. 1,675 sq. ft., 3,069 sq. ft. P.C., A.I.A. '. �- - FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED r• - _ �U~ncoveri`d Deck (side) 88 sq, ft. 88 sq. ft. a L FOR POURED CONCRETE PLUMBER CERTIFICATION - 2. ROUGH - FRAMING & PLUMBING . ON LEAD CONTENT BEFQRE: O Covered Porch {side) 1130 sq. ft. 130 sq. ft. _0 Garage 748 sq. ft. 748 sq. ft. �r' 3. INSULATION CERTIFICATE,OF OCCUPA NCY � � �� N Screened porch k 208 s ft. 208 s f ,;,.•, v, 4. FINAL - CONSTRUCTION MUST SOLDER USED`l Q p _ q - q BE COMPLETE FOR C.O.' N WATER :sy j Covered Deck (rear) 1664 sq. �ft� 664 sq.- ft. ❑ ALL CONSTRUCTION SHALL MEET THE SUPPLl�$1jSTE�rI ,l�NNQ 1 DES OF -E fAOa '•. 77 �,,;�;..�,M.:. ed s - REQUIREMENTS OF THE CO a; XCEED2Iri'?f,�F 1 g6 iIAD. f n., -r r r ,.' #��; Uncovered Deck (rear) q '! 295 sq. ft. 295 s ft. YORK STATE. NOT RESPONSIBLE FOR (Roof (peck (second floor) 166 sq. ft. #1166 sq. ft. - - 9 1 DESIGN OR CONSTRUCTION ERRORS. _ Balcany 1. 24 s ft. 24 sq. ft. I 21 Main Street ' PLUMBING COMPLY WITH ALL CODES OF ALL PLUMBINGWASTE S NEED, Stony Brook, N.Y. 11790 &WATER LINE NEW YORK STATE & TOWN CODES TESTING BEFORE COVERING proposed covered deck(rear) proposed phone (631) 686-6585 AS REQUIRED AND CONDITIONS OF a4`•._ uncovered fax (631) 686-5786 deck(rear) email MMacrina@optonline.net S09HOLD TOWN ZBA N 9 9 prop P propose I garage ro sed web MMArchitect c com SO i l iyu RD RETAIN STORM WATER RUNOFF ' PURSUANT E — living space> These plans are an instrument of service and are the exclusive property of the architect. , Infringements of the concepts and design O p — screened ideas presented on these drawings shall be S ` RSUANT TO CHAPTER 236 ,. - - - — i � > ,proposed screened N i prosecuted to the ' OF THE TOWN CODE„ � uncovered P e d fullest extent of the law. N. porch J p Copyright 2006. Michael Macrina Architect. All deck(side) i _ •— s.- rights., reserved no part of the plans may be (© O reproduced without the expressed written _O consemt of the architect. OrCUPANCY O "'""" DO NOT PROCEED WITH "` ,FRAMING UNTILSURVEY z j proposed existing LL- side covered porch living space USE IS t1Nt.�WF" . OF FOUNDATION LOCATION - "_HAS BEEN APPROVEDL - - _ WITHOUT CE1mFICATE W 11 '• r i ELECTRICAL / ' L v a INSPECT'[0I1�! RE U:RE® L i D L l I ao ® a O > q£•' �� Od U Lo - J OF 0 LL ® ® LL L Q O Q ! C proposed living space Q Q S op II 1I \�� ti� .� i VJ -- Q 17 1 "JIOp, G o .. �� '� proposed proposed i! i p ` ;. ``�_- _ ` r roof deck balcony ri n " .� f • .. ..', DESIGN _.. Dates \JJ •\VC 10-8-13 Issued for Construction �� Design Criteria. Construction in regions where the basic wind o ° Figure - - _ o d � i p 'o o =1' -- ® seeds from Fi ure equal ore exceed � -- �,' P R301.2 4 9 O e q xc j i ,p 120 miles per hour (177. k Do fl i - - - . .- designed• � � a c� _ _ _ .,� In accordance with one of the following. 1 Plans have been ASCE 7-05, Minimum Design Loads for Buildings - tLI 11111 1 ,-- . • =y : ' designed in and other Structures as a partially enclosed ARA � Z2= =, � �,• _ •,-y .�„� - accordance with: structure. _ ' y , B -F L ”" t Climatic & 'Geographic Design Criteria : Table 8301.2(1) I - LJ ;, - Ground Snow Load: 20 psf = I ! _ i 1 � f ' l+ Speed: 120 mph 3 sec. gust E '� I� ' Fil fill _ ► '•ii i�(i residence located within (wind borne debris region) T - +l i 1mile from water i 754f� Wind Exposure Category. B 1 - - -- - Seismic Design Category. 1 r r '. r • I 9 : = C 9 i Weathering: Severe - 1 EFrost Line Depth: 36 inchesCa - Termite Infestation: No. DateDescriptionModerate to rHeavy ; E,"K d_ TPerimeter g Project Ice Shield Underlayment Required Valley's Peri e e M - Proposed _ ,,•.-'`-` od•:Hazard Exempt ' MIN. DESIGN PIr=SSURE (D.P.) RATING : Table 8301.2(2) Addition & - . _- ABBREVIATIONS -' ' LEGEND 'f~ '• . DRAWING CONTENTS o 0 o ZONE 4 39.5 -43.2 j _ N Renovation a =o ULNEN CLOSET - ^, W �� ZONE 5 39.5 -49.8 ACQ , ALKALINE COPPER QUATERNARY L.0 MATERIALS ACT ACOUSTICAL TILE MANX MAXIMUM A-1 Cover Sheet A-10 Misc. Framing= & Sheathing Details N _ , AL ALUMINUM MIN MINIMUM _- - -" _ . . __ •,.: r N -- --- � -- For ALT ALTERNATE M© MASONRY OPENING ry ` ' BRICK VENEER EARTH. Building Data V FINISHED FLOOR MfB MARBLE �, :'„ b - ;� C4 -- - AFF ABO EF f ;. , Insulation Schedule F ABOVE SUBPLOOI� M. MARBLE SADDLE AS - -4- _ Symbols / Abbreviations ,, ° A.S. ALUMINUM SADDLE MTL METAL CONCRETE MASONRY UNIT INSULATION (THERMAL) Utility Protection Diagram A.P.B. ANTHONY POWER BEAM ME'R. MANUFACTUREfi T_ _ - _T Y i N/A NOS APPLICABLE - :< Michael & ' C) B.C. BRIGKCOURSE(S) STEEL : 'PVC' or COMPOSITE MATERIAL A-2 Existing (demo) Floor Plan Plumbing Riser Diagram N BD BOARD NIC NOT IN CONTRACT - - - BOT BOTTOM Nam NOMINAL r IL N ■ I BLDG BUILDING NRi NOT REQUIRED ;� ROUGH WOOD RIGID INSULATION - Existing (demo) Elevations Nailing Schedules Emily CBB CEMENT BACKER BOARD NT'S NOT TO SCALE - ""`.... Zone Diagrams : CL CLOSET OC ON CENTER(S) FINISH WOOD Kavourias- CONCRETE CLG CEILING OCC, OCCUPANTS) A-3 General Notes & Specifications A-1 1 Building Sections 2 2 CLR CLEAR(ANCE) OH OVERHANG - - COL COLUMN PART. PARTITION i PLYWOOD GYPSUM BOARD Strapping Details 3 P.C. POURED CONCRETE pp g i 2 s � CONC CONCRETE - , �--- 4 1240 Inlet Drive CONT' CONTINUOUS P.L. PROPERTY LINE 5 3 ! s # A-12 wilding Sections 5 2 . 5 2 Mattituck, NY ' CMU CONCRETE MASONRY UNIT PAF. PRESSURE TREATED 4 3 a 3 s 4 CT CERAMIC TILE PT-EGS PAINT, EGGSHELLSHEEN� A-4 Foundation Plan PT-FL PAINT FLAT SHEEN -.�.'�.: . SYMBOLS 5 - a CS CORRIDOR SUPPLY � • ,R.,a .-, section number Gable •5 5 C.J. CEILING JOIST PT-;-SG PAINT,SEMI-GLOSS SHEEN E-1 First Floor Electrical Plan Interior CANT CANTIO'EVER PKT 1POCKET Concrete Details Ed'e N W SECTION done CMD CARBON MONOXIDE DETECTOR P.S. PEDESTAL SINK EXISTING AL A s _sheet number Zone �' "� Perimeter Town of Southold DIA DIAMETER QT QUARRY TITLE DIM DIMENSION RAD RADIUS %ii �"%7i NEW PARTITION 2 - n maber A-5 First Floor Plan E-2 Second Floor Electrical Plan Suffolk County ISI Minimum Uniform) Distributed Live Loads Table 8301.5 n DR DOOR REQ'D REQUIRED " a OR�Qeea A a ° DETAIL Y REV RPVISION S ,9EVISED �_� Sheet Miscellaneous Details USE - LIVE LOAD DEAD LOAD Drawn By: DTL DETAIL ( ) DWG DRAWING RM ROOM number Exterior Balconies I -60�sf 7 DN DOWN R.J. ROUGH JAMB - - DOOR - - - -- U L. 6y�E SRC 1 EA ,EACHi R.C.N.Y.S. RESIDENTIAL CODE OP REVISION CLOUD - p 10 psfg� �d EL ELEVATION NEW YORK - WINDOW A-6 Second Floor Plan Decks I 40 psf 10 psf; Checked By: Z� �� n EQ EQUAL R.R. ROOF RAFTER = -_-- Q EX EXISTING R/R REMOVE& REPLACE - ST1fRUCTURAL BEAM Miscellaneous Details Passenger Vehicle Garages 11 50 psf " as per plan M.A.M # m EXH EXHAUST SAIB SOUND ATF-rENUATION BLANKET ffloar WINDOW/ EXT. DOOR NUMBER ATTICS�without Stora e 10 _ I EXT' EXTERIOR 1 two digit g psf -- 0 'ps sEc SECTION identification (see schedule) JOISTS/ RAFTERS Y EF EXHAUST FAN S.F. SQUARE FEET __ nlevel ATTICS with Storage 20 psf 10 psf "�A 'ber 0 �Q@' EW EGRESS WINDOW SIM SIMILAR A-7 Roof FramingPlan - FAI FRESH AbR INTAKE 211 INTERIOR DOOR NUMBER 22 REVISION NUMBER ROOMS other than sleeping rooms 40 SPR SPRINKLER(HEAD) two-digit psf 15 psf �"� Sheet Title FC. FIRE CODE so SQUARE identification (see schedule) _ Sleeping Rooms 30 number , FD FLOOR DRAIN SS STAINLESS STEEL floor level SMOKE DETECTOR - A-8 Front Elevation - - psf 15 psi / FIN FINISH(ED) STC SOUND TRANSMISSION CONTROL 211 ROOM NUMBER Stairs 40 psf 10 pst FLR FLOOR(ING) STD STANDARD FPSC FIRE PROOF SELF-CLOSING two—digit 1,2( or¢ontal Left Elevation _ - Guardrails and Handrails 200 sf lateral 10 sfi ove eet STL STEEL I dentification (see schedule) ROOF PITCHROOFS p p number 12 psf for Attic FT FOOT(FEET) SD SMOKE DETECTOR ( floor level 5E-vertical F.J. FLOOR JOIST T.C. TOP OFCUIRB Exterior Specifications Bldg. De t Data O-- WALL TYPE =-�___= - ABOVE/ BELOW/ HIDDEN Live � Ground Snow 4.oad 20 psf p • FTG. FOOTING TEL TELEPHONE , GA GAGE, GAUGE THK THICK(NESS) ;- Exterior Details I 15 psf for Cath. Le end GALV GALVANIZED T.O.S. TOP OF SLAB '' ELEVATION MARKER - CENTERLINE g GFI GROUND FAULT INTERRUPT TP_ TOILETVAPER -4, 2 elevation number ALLOWABLE DEFLECTION : Table R301.7 GL GLASS TPIF TEXTURED PAINT FINISH ' ., 1 DRAWING REFERENCE Ari 3 INTERIOR ELEVATION A-9 Rear Elevation GWB GYPSUM WALL BOARD T.S.P. TEXTURED SPRAY PAINT 'Structural MembeP Allowable Deflection OYP. BD. GYPSUM BOARD TX TOILET EXHAUST ` (See reference notes, same sht.) 4 Sheet numbei Right Elevation finished ceiling attached to rafters. Rafters having slopes greater than 3/12 with no 1/180 I 'CSP' GEORGIA-PACIFIC TXIF TOIL'L�fi EXHAUST FAN ' HO HOLLOW CORE TV TELEVISION • Exterior Details _ - : s ' HDW HARDWARE TYIP TYPICAL Job No. HM HOLLOW METAL TEIMP TEMPERED - j _- - Project Interior Walls and ;Partitions j H'/180 Kavouiias 0816 Floors and Plastered ceilings TL/360 - - HOR HORIZONTAL TECO JOIST HANGER - _ HP HIGH POINT U.D.N. UNLESS OTHERWISE NOTED Scale: File Name HR HOUR(S) VB VINYL BASE All other Structural Members L/240 HT HEIGHT VC,J VERTICAL CONTROLJOINT' ' As Noted 0816-Constrn A � HD HEAD VCT VINYL COMPOSITION FLOOR"TILE Extierior Walls with plaster or stucco finish - + H/360 HVAC HEATUNG/VENTILATING/AIR CONDITIONING VIF VERIFY IN FIELD °'' _ F -•. Sheet Number Exterior Walls - wind loadswith brittle finishes L/240 IN INCH (ES) VWC VINYL WALL COVERING INT INTERIOR WC WATER.CLOSET Exterior Walls - wind 'loadsa with flexible finishes LL/120 INV INVERT WD WOOD r JT JOINT WR WATER'RESISTANT Note : L=Span Length, H=Span Height KIT KITCHEN ZR ZONING RESOLUTION EE h ir i a. the Wind Load shall- be permitted to be taken as 0.7 times the 0 LAV LAVATORY z•. Component+ and Cladding loads for the purpose of the determining LVL LAMINATED VENEEITLUMBER - deflection limits herein. exist'g concrete wall to remain Michael Macrina __ - ---- ----------------------- Architect , I ❑ P.C., A.I.A. III III I Ii 111 II II II I I � IIII III I I II 11 Existing stamped concrete ❑ 1 L---patio to be removed completely III III II 11 21 Main Street detached garage to be Stony Brook, N.Y. 11790 (including cecluding foundationation) 1 I I I I phone (631) 686-6585 III III fax (631) 686-6786 email MMacrina@optonline.net I I I I web MMArchitectpacem II I , These pians are an instrument of service and 1 1 re the exclusive property of the architect. Infringements of the concepts and design —remove ideas presented on these drawings shall be III steps prosecuted reserved. no plarttof extent plansthe maylow. be I l—� Copyright 2006: Michael Macrina Architect. All reproduced without the expressed written — — — ✓ — — _ -- _ consent of the architect. — ' � �I I LL __ ____ ___ ____ ______ _____ _____JI /. LI / _ __ ___ __ ___ ____ __ _ ____--_ —___— rsepstJ �/ / // removed deck structure / and railings / / 1. S l r O/S r I �L- \ remove bilco door enclosure&prepare ��-i I for replacement I I I I I I 1 emo xis i 1 remove existing I remove existing Dates �g Ex,stet. window,&prepare wind prep. window 8 prepare remove mater p P fo— epla —ent for replacement windows for replacement 10-8-13 Issued for Construction P Ore 0 ❑ '% extore remain Legend Ill( I O/ doors xf �, / I [oremam Existin I / ISI Existing g I Bedroom #3 R Kitchen E (( �I Be o remove all drywall Existing To Be Removed _.............._ 1 \ a If o �'JJ g windows&existing Existing Walls to Remain w we I hlE�remova E .m o \ I'�a, ` throw hout ex.bedrm.#3 prepare g door on existing drywall v 7tl drywa I o be, mov > 'a for replacement I .- to remain If` oy•3 end Ing C.J. ,II, .x o , /t ms to tied p dr. ,E I c D g IIII Area To Be Removed II I m Existg . m to remain O III wgPi I � l__ General Demolition Notes 1 ; u � / 1. Demolition work shall be done in strict conformance with local, rem ore \J ve 2 state and federal regulations, including all permits and utility cut-offs. rem a mag its �or I< Existing f at eii g 2. The Contractor shall at all times provide protection against weather 0 (rain,wind, storms,frost or heat)so as to maintain all work, u III DiningRoom II'Ij remove materials,equipment and fixtures free from damages.Repair door remove linen closet tT any damage to property of the Owner/Client which is to remain I� II remove ex.wood flooring door 8 prepare for G m replacement in use,or that of any person,or persons on or off the site No. Date Description .),;III o I throughout ex.dining room N caused by the demolition work without additional expense to the owner. dl remove all drywall -' c Existing .x Project: \ w m ows v throughout ex.dining room 'ie 3. Provide all necessary temporary supports as may be required NLivinq Room Existing p c prior to the installation of new structural elements required Proposed '>< ° existing drywall m m 0 b the demolition work shown hereon. Y■�� lull m to remain Bedroom #2 H 2 q existing C.J. y 1- II I m d 4. Any and all conditions not shown hereon and uncovered in the remove all drywall .x -- to remain Addition & Ill I throughout ex.bednn.#2 m field shall be brought to the attention of the Architect immediately, ,III d prior to any action involving same. Existing 5. All existing elements to remain shall be protected during demolition. Renovation I , _— —— — remove door—^\ p IIII remove 8 prepare for �� Bedroom #1 IIII fi. All existing ductwork,electrical equipment,etc.in areas to be windows - replacement p �€--=➢k==��-= DRAFTSTOPPING / FIREBLOCKING ELECTRICAL STRAPPING DETAILS Strapping can be installed directly to rough framing or over plywood sheathing. M 1 c h a e GENERAL CONDITIONS FRAMING FLASHING l CAULKING NOTES Contractor to contact local building dept. for required strapping inspection. New York State 1. Minimum header size to be (2) 2x6 unless noted otherwise. 1. Providing metal gashing where framing lumber is in contact with 1. Install Fireblocking required as per section 602.8 and Draftstopping 1. All electrical work shall conform to rules and regulations of the 1. All work shall conform to the 2010 Residential Code of N soil or concrete. Provide hidden (blind) metal flashing where tops as per section 502.12 of the Residential Code for New York State. National Electric Code, Residential Cade of New York State, and M a Cri n a the 2010 Energy Conservation Construction Code of New York State, the 2, All structural framing lumber shall have minimum extreme fiber of roofs intersect vertical wall surfaces. Provide metal step Board Of Fire Underwriters, and its referenced standard, NFPA 70-2007. 2001 Wood Frame Construction Manual, W.F.C.M. 2001, N.F.P.A. 70 Standard bending stress (Fb) of 900 pounds per square inch (P.S.I.). Flashing around all chimneys, skylights and where sides of roof Draftstopping requited, 2. The Electrical equipment and wiring shall be installed in accordance Architect , "The National Electrical Cade"and the Zoning Code of the Town of Southold. intersect vertical wall surfaces. All metall flashingshall extend u whether they are indicated on the plans or not. All codes shall supersede the 3. All exterior lumber and/or lumber in contact with masonry/concrete P When there fl usable space both above and below the concealed with chapters 33 thou 42 of the residential code for new york state. drawings and shall be incorporated into the drawings, whether they are indicated shall be pressure treated unless otherwise noted. vertically a minimum of 4" from the roof unless noted otherwise. space of a floor/ceiling assembly, draftstops shall be installed so on the plans or not. that the area of the concealed space does not exceed 1,000 of. 3. Electrical work to be Fire Underwriters inspected and approved. 4. All wood subfloors shall he 3/4" T&G 'AdvanTech' Subfiaor to be 2. Flash, caulk and seal all junctions of new and existing roofs, Draftstopping shall divide the concealed space into approx. equal 4. All electrical outlets in 'wet' areas to be ground fault interrupter HIP ❑ P.C., A.I.A. 2. Contractor shall check and verify all dimensions, notes and conditions glued and nailed to joists. Install as per Mfg. specifactions. walls and penetrations, to farm a watertight assembly. areas. Where the assembly is enclosed by a floor membrane above (G.H.) type. t(t RAFTE at the site before any construction work is started. The Contractor and a ceiling membrane below draftstopping shall he provided in 0 a shall notify the Architect of any discrepancies or conflicts in the 5. All wood frame oeenings in floors, roofs, ceilings shall have a VENTILATION floor/ceiling assemblies under the following circumstances: G d-Fault Circuit-Interrupter Protection drawings and/or field conditions before starting the work. The discovery minimum double trimmer and header" framing unless noted S SIMPSON STRONG-TIE of discrepancies after o inning the wars shall he the full responsibility Ventilation Required: 1. Ceiling is suspended under floor framing cations. S. SIMPSON( STRONG-TIE ❑ /'CS20' Coil Strap P Y otherwise on plan. 1. All bathroom receptacles are to have G.F.C.I. protection. over ever rafter 'HCP2' (single hip rafter) p 9 P Enclosed attics and enclosed rafter spaces formed where ceilings are applied (� / of the Contractor to correct. 2. Floor framing is constructed of truss-type open-web or 1y (3) fid Nails Y fi. All woad frame wall openings shall have minimum double stud posts directly to the underside of roof rafters shall have cross ventilation for perforated members 2. All garage & accessory building receptacles are to have G.F.C.I. protection. \ 'HCP4' (double hip rafter) I 3. Contractor shall locate & stake out all existing underground utilities prior at each end. each separate space by ventilating openings protected against the entrance 3. All outdoor receptacles are to have ave G.F.C.I. protection, (3) fid Nails (5) 8dx1-ler Nails 6a to any excavation. The utilities shown on the plans are an approximate 7, All hanging wood joists and rafters shall be supported with steel of rain or snow. Ventilating openings shall Ibe provided with corrosion-resislont Materials, 4. All crawl space receptacles are to have G.F.C.I. protection. RIDGE ° to rafter location only. Draftstopping materials shall not 6e less than 1/2 inch gypsum 5. All unfinished basements receptacles are to have G.F.C.I. protection. BOARD ° ❑ y joist hangers. wire mesh, with 1 8' minimum to 1 4' maximum openings.s. / P 9 board, 3/8 inch wood structural panels, 3/8 inch Type 2-M-W ° Minimum Area particleboard or other approved materials adequately supported. fi. All kitchen ectionades that serve countertop surfaces shall have (2) Bdx1-1/2' Nails 4. Contractor to be responsible for f Occupancy all necessary permits and 8. When joist hangers oi fasteners area contact w/ a.c.q. lumber, I`�I inspections, including Certificate Of Occupancy (C.0.). use stainless steel foist hangers & fasteners only. The total net tree ventilating area shall not be less than 1 per 150 of the Draftstopping shoal be ind by parallel to the Floor framing members All tau. protection. ROOF %,-% to plates PLATE area of the space ventilated. unless otherwise approved nt the building offset. The integrity of 7. All laundry, utility & bar sink receptacles that are located within bit 0 ROOF RAFTER 9 5. Written dimensions shall have precedence over scaled dimensions and larger 9, All roof and wall sheathing shall be a min. of 1/2' COX plywood P all draftstops shall he maintained. of the outside edge of the sink are to hove G.F.C.I. protection. RAFTER scale details shall have precedence over smaller scale details/drawings. unless noted otherwise on plans. Vent CI e' 8. Electrically heated floors, hydromassage bathtub, spa & hot tub SIMPSON STRONG-TIE Drawings are not to be scaled. 10. All wood floor joists, and flat roof rafters spanning 10'-0' or greater A Minimum of a 1" space shall be provided between the insulation and the 2. Fireblocking shall be provided to cut off all concealed draft openings H2A at each rafter 21 Main Street both vertical and horizontal and to form an effective fire barrier between locations are to have G.F.C.I. protection. r 6. Any deviation from the Architect's drawings must be submitted to the shall be provided w/ 1"x3' cross bridging at mid 11790 -span or at no roof sheathing at the location of the mt. ( ) Arc-Fault C' ut-I t t Protection Y (5) to Stu/2' Nails lorry fooN.Y. Architect in writing for approval. greater than 6'-0" intervals. stories, and between atop story and the roof space. Fireblocking shall beY to stud 7. Contractor shall be responsible for adequately bracing and protecting all 11. Provide Double all Floor Joists under All Parallel Walls Above. GLAZING provided in wood-frame construction in the following locations. 1.Locations phone (631 686-658 P 1. All Glazing shall conform to section 8308 (glazing) o. In concealed spaces of stud walls and partitions, including furred spaces 1. All branch circuits That supply 120-volt, single-phase, 15 & 20 amp Rafter to Rafter //� Roof Rafter to Plate Hip Rafter fax (631) 686-6786 work during construction against damage, breakage, collapse, distortion 12, Install Steel Strapping at All Framing Members. (see details) ra 1 and misalignment according to applicable codes, standards and good practice. of the Residential Code for New York State, and parallel rows of studs or staggered studs; as follows: outlets installed in family rooms, dining roams, living rooms, parlors, S Connection Detail S!_ to Wall Stud Detail to Plate Detail MMacrinaC@optonline.net 13. All top plates in wood frame walls shall he doubled and overlap - vertically at the ceiling and floor levels. libraries, dens, bedrooms, sunrooms, recreation roams, closets, hallways, B. All work shall be performed in a first class manner with all new materials. with intersecting walls if possible. ATTIC ACCESS - Horizontally at intervals not exceeding 10 ft and similar rooms or areas shall be protected by a combination type web MMArchitectpe.com Contractor shall provide all equipment, labor and materials necessary for . Laminated Veneer Lumber to have a min. of 2,850 (Fb) betiding arc-fault circuit interrupter installed to provide protection of the the proper execution and timely completion of the work. Contractor shall 14 s modulus of ,850cit . An attic access shall be provided for any attic areas that exceed h. At all interconnections between concealed vertical and horizontal spaces These plans are an instrument of service arra he responsible for all materials and equipment stored at the site. stress and a min. of 1.9x10 (E) m Y 30 sq. ft. and have a vertical height of 30" or more. such as occur at soffit, drop ceilings and cove ceilings. branch circuits. ro °f SIMPSON STRONG-TIE (5) Bd Nails are H2.5 A e the exclusive property of the architect. 15. Lumber to be doug fir y2 or better, (min. fb=900, e = 1.5x10 ) The rough framed opening shall not be less than 22'x30" and shall Single- and Multiple-Station b Smoke Alarms. (14)MTS30 Twist Strap Infringements of the concepts and design l shall carr Insurance that will protect c. In concealed spaces between stair stringers at the top and bottom of L Infringements presented on these drawings shall be 9. All contractors and their subcontractorsY ber such os s. . pine, eel. may be substituted for be located in a hallway or other readily accessible location. A 30" min. All smoke alarms shall be listed in accordance with UL 217 & \ the Owner and Architect from claims from damages far personal injuries, Higher stress tum y p Y Y Y the run. Enclosed spaces under stairs shall comply with Section 8311.2.2. (14) 10d Nails (Total) prosecuted to lite fullest extent of lite law. h installed in accordance with the provisions of the R.C.N.Y.S. & -Joist v hip F vallcx Copyright 2ved, Michael Machina fansArcmay All including death, which may arise in connection with this project. doug Tr No spf lumber may be used except for sill, plates and studs. obstructed headroom in the attic space shall be provided at some point P r, above the access opening. d. At openings around vents, pipes, ducts, cables and wires at ceilings and the household fire warning equipment provisions of Al 72. rn Rafter ` rafter rights reserved, no port of the pions may be 10. Contractor to indemnify Architect and Owner and hold harmless. 16. All shims under cellar girders to be steel only. P 9 0 r �: ratter 'Simpson' L70 consent the arc the expresses written floor level, with an approved material to resist the free passage of Flame Lacato l ° consent of the architect. Bolts 'n Woad Frarl DRYWALL NOTES and products of combustion. o 11. The Architect is not responsible for construction means, methods, techniques, Single and multiple-station smoke alarms shall be installed in 1' \- ' \j sequences, procedures or for the safety precautions and programs in 1. All bolts in wood framing shall be standard machine bolts with Tvti I & Bath Walls & C 'I' r)_ e. For the fire6lockings of chimneys and fireplaces, see Section 81003.19. T Beveled Wee o l,eora connection with this project. standard malleable iron washers or steel plate washers. 1. Provide 1/2' mold & moisture resistant gypsum hoard by f. Fireblockingof comites of a two family dwelling is required at the line the following locations: Stiffeners Required a mon 2 Steel plate washer sizes shall be as follows: 'National Gypsum Gold Bond Brand XP (purple board) to all walls & Y g q 1. In each sleeping roam. O Both Sides Ply o e L\ craFter 12. All construction within the 110mph and the 120mph three second wind speed of dwelling unit separation. 2. Outside of each separate sleeping area in the immediate •" " regions (Nassau & Suffolk Counties) shall be in conformity with the American a. 1/2" and 5/8" Diom. bolts - 2-1/4" sq. x 5/16' ceilings, including all bathroom walls and ceilings and any wet areas. O Forest & Paper Association (AF&AP) 2001 Wood Frame Construction Manual. b. 3/4" Dia. bolts-2-5/8" sq. x 5/16". All gypsum board shall receive one coat of tape and three coots of vicinity of the bedrooms. ° Materials: � 3. Each bolt hole in woad shall he drilled 1/16' larger than spackle minimum using 'Pro-Form Brand XP Ready Mix Joint Compound. 3. On each additional story of the dwelling, including basements -� (5) �\,� 13. All contractors shall be licensed and insured as required. diameter of halt. All walls, ceilings, and ledges to receive tile or stone shall be set Except as provided in Section 8602.8, Item 4, fireblocking shall consist of and cellars but not including crawl spaces and uninhabitable attics. N -�� Bd Nails '�� ' obtain Owners or Architect's approval for all materials, finishes, 4. For sill anchors, see typical details on architectural drawings, on 1/2' cement board. 2 inch nominal lumber, or two thicknesses of 1 inch nominal lumber, or two In dwellings or dwelling units with split levels and without an LL 14. Contractor to pP thicknesses of 1 inch nominal lumber with broken lap joints, or one thickness intervening door between the adjacent levels, a smoke alarm SIMPSON STRONG-TIE o and equipment prior to purchasing. All equipment and materials are to be Garage Walls & Ceilin installed per manufacturers written specifications. Log Bolts: of 23/32 inch wood structural panels or one thickness of 3/4 inch particleboard Installed on the upper level shall suffice for the adjacent lower a 'over e Coil Strop n 2. Provide one layer of 5/8' type-x gypsum wall board to all walls level provided that the lower level is less than one full story over every stud 1. Shall be of structural grade steel. with joints backed by 3/4 inch particleboard, 1 i inch gypsum board,fiber 1/4 inch 15. Contractor shall keep site clean and free of debris. 2. Washers shall be placed under the head of lag boats bearing and ceilings of all garages and room enclosing heat producing cement-based ills Installed Batts u blankets or mineral wool or glass fiber or other below the upper level. equipment. Provide one layer of 1/2" hype-x gypsum wall board (8) fid Nails 6 These drawings are the property of the Architect and shall not be used on wood. Length of lag bolts shall he minimum 2/3 depth of at all interior house walls common to garages. Provide one layer approved materials installed in such a manner as 10 he securely retained in place When more than one smoke alarm is required la he installed within an 1consent. g e t. Drawings shall not he used for issuing of a building members Nein bolted together. shall be permitted as an acceptable fire block. Botts or blankets of mineral or individual dwelling unit the alarm devices shall be interconnected in A 'I'-Joist Roof Rafter to Porch Roof Rafter to Common Rafter to without his cans n g 9 l 9 eq ipme type-x gypsum wall e board over all heat producing 9 S� permit unless signed & scaled by Michael Machina Architect, p.c. Altering Structural Members, equipment in all unfinished open cellars. gloss fiber or other approved nonrigid materials shall be permitted for compliance such a manner that the actuation of one alarm will activate all of the v . Contractor to follow all manufacturers specifications, recommendations and 1. No structural member shall be omitted, notched, cut, blocked out with the 10 foot horizontal fireblocking in walls constructed using parallel rows of alarms in the individual unit The alarm shall be clearly audible in all Plate to Stud Detail S5 Beam to Post Detail HipNalley Rafter Dtl. 17 n P studs or staggered studs. Loose-flIl insulation material shall not be used as a fire bedrooms over background noise levels with all intervening doors closed. installation details on all products used In this project. Notify the Architect or relocated without prior approval by the Architect. Do not eater DECK/ PORCH RAILINGS of any conflict between the plans and manufacturer's specifications, sizes of members noted without approval of the Architect. block unless specifically tested in the form and manner intended for use to power Source. recommendations and installation details prior to installation of product on 83121 Guards Required. demoslrate its ability to remain in place and to retard the spread of fire The required smoke alarms shall receive their primary power from this project. Contractor shall be responsible for correction of any work that Built-up Beams Parches, Balconies, Ramps or Raised Flour Surfaces and hot gases. the building wiring when such wiring is served from a commercial source, prevents the correct installation of a specified product as shown on the 1. Built-up beams or joists fanned by a multiple of 2 x members Located More Than 30" above the Floor or Grade and when primary power is interrupted, shall receive power from a (4) ed Nails Plate If cripple studs are utilized over drawings. shall he interconnected as follows: Below shall have Guards not Less than 36" in Height. CLOTHES DRYER EXHAUST battery. Wiring shall be permanent and without a disconnecting switch N sup second fir. header,then provide one GS20 18. Contractor shall he responsible for adequately bracing and protecting all work a, Members 12" and less in depth: glue and internail Open Sides of Stairs witho Total Rise of more than (8) Bd Nails 1. To he installed as per section M1502 of the R.C.N.Y.S other than those required for overcurrent protection. Smoke alarms (Q i.Ouoru strap from top plate to cripple:stud during construction against damage, breakage, collapse, distortion and w/2 rows 16D nails at 12" o.c. staggered. 30" above the Floor or Grade below shall have Guards P misalignment according to applicable codes, standards and goad practice. shall he permitted to be battery an operated when installed s buildings rr� ❑ GTFI �� Weeder &from cripple stud to header' b. Members greater than 9-1/4" in depth or multiple not less than the T Height measured Vertically from Exhaust duct size without commercial power or an an-site electrical power system or `(f SIMPSON STRONG-TIE the Nosing of the Treads. The diameter of the exhaust duct shall he as required by the clothes 'C520• Coil Strap N . 19. Match all existing conditions as they resale to finishes, lighting, coursing, 3x members through boat with 1/2" diameter machine boats in or in buildings that undergo repair, alteration, change of occupancy, (4) fid Nails (4) Bd Nails dimensions, height, alignment, etc, Move and re-locate any partitions, wiring, at 24" of staggered top & bottom, 1-1/2" from edges. R'S12 2 Guard Og g Limitations dryers listing and the manufacturers installation instructions. /^I�` m over every stud plumbing and ductwork that may be concealed In walls or ceilings being revised, Length Limitation addition or relocation in accordance with Appendix J. W cur Required Guards on open sides of stairways, raised �.9 ^ m cOwaru (4) fid Nails Dates to provide a complete job in all respects. C tf of Beams Jost and Rafters: 9 P Carbon Monoxide Alarms. IJ Floor areas, balconies and porches shall have The maximum length of a clothes dryer exhaust duct shall not exceed 1. Cutting of woad beams, joists and rafters shall be limited to cuts Carbon monoxide alarms shall be installed in the following locations: or . SIMPSON STRONG-TIE and bored holes not deeper than 1 6 the depth of the member intermediate roils or ornamental closures that do not 25 ft. from the dryer if the n to the wall re roof termination. avw 'CMr every Strap 10-8-13 Issued for Construction DEMOLITION NOTES P / P allow passage of o sphere 4" or more in diameter. The maximum length at the duct shall be reduced 2.5 ft. for each 1. Carbon Monoxide are required on each level on which sleeping 0) p SPAN over every jack & king stud and shall not he located in the middle of 1/3 of the span. 45-degree bend and 5 ft. for each 90-degree bend. The maximum spaces are located, within 1511, of the sleeping area. SIMPSON STRONG-TIE 1. Demolition work shall be done in strict conformance with local, Notch depth of the ends at the member shall not exceed 1/4 the xce length of the exhaust duct does not include the transition duct. More than one carbon monoxide alarm shall he provided - 'CS20' Coil Strap m state and federal regulations, including all permits and utility cut-offs. depth of the member. Holes bored or out into joist shall not be The triangular openings formed by the riser, tread and where necessary to assure that no sleeping area on a story '0 over every stud first floor (4) Bd Nails closer than 2 inches to the tip or bottom of the joists and the bottom rail of a guard at the opien side of a stairway FACTORY-BUILT GAS & WOOD FIREPLACES is more than 15ft. away from a carbon monoxide alarm. SL 2. The Conlroctor shall at all times yrovide protection against weather diameter of the hole shall not exceed 1 3 the depth of the joist. ore ermitted to be of such a siize that o sphere 6" reach e strap for (rain, wind, storms, frost or heat) so os to maintain all work, / P 1 P Fociory-built fireplaces shall be listed and labeled and shall he installed 2. On any story where afuel-fired appliances and equipment, LL materials, equipment and fixtures free from damages. Repair The tension side of beams, joists and rafters of 4 inches or greater cannot pass through. in accordance with the conditions of the listing, and shall be tested solid-fuel burning appliances and equipment, M �rNcrn jock stud when any damage to property of the Owner/Client which is to remain nominal thickness shall not be notched, except at ends of members. HABITABLE SPACE in accordance with UL 127. fireplaces or attached garages ore located. * (4) Bd Nails o ' (8) 8d Nails C, le jock studs in use, or that of any person, or persons on or off the site Pipes in Stud hearing Nails at Shear Nails, Hearth Extensions. / r equired caused b the demolition work without additional expense to the owner. 1. Notches or bored holes to studs of bearing walls or partitions shall 1. All Habitable spaces shall conform to the following sections V/ P Y of the Residential Code for New York State : Hearth extensions of approved factory-built fireplaces shall be installed Interconnection of Carbon Monoxide Alarms & Detectors: m N , m Jalet not be more than 1/3 the depth of the stud. in accordance with the listing of the fireplace. The hearth extension When more than one carbon monoxide alarm or detmtar is required to 3. Provide all necessary temporary supports as may be required R303 light, ventilation, and heating) shall be readilydistinguishable from the surrounding floor area. (4) ed Nails prior to the installation of new structural elements required B'd ' and Blocking: R304 inimum room areas) g g be installed within be individual dwelling unit or sleeping area, the 1. There shall be not less than one line of bridging in every eight feet 8305 (l ight, height) alarm devices shall be interconnected in such a manner that the actuation by the demolition work shown hereon. of span in floor, attic and roof framing. The bridging shall consist R306 sanitation) of one alarm will activate all le the alarms in the individual unit. Gable Stud Wall Q First Floor to Second C Jack Stud at 4. Any and all conditions not shown hereon and uncovered in the of not less than one by three inch lumber double nailed at each 8307 toilet, hath & shower spaces) The alarm shall be steady audible in all bedrooms over background noise 7 V Floor Wall Stud Detail J Header Opening field shall l brought to the own horn of the Architect immediately, end or of equivalent metal bracing of equal rigidity. levels with all intervening doors closed. ■ to Wall Stud Dtl. EMERGENCY ESCAPE & RESCUE OPENINGS Eouioment. prior to any action involving same. Midspan bridging is not required for attic or roof framing where joist depth does not exceed twelve inches nominal. 1. All Emergency Escape & Rescue Openings shall conform to Carbon Monoxide alarms shall be listed, labeled as complying with 5. All existing elements to remain shall he protected during demolition. section R310 (emergency Osco e & rescue openings) of the UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed & 6. All existing ductwork, electrical equipment, etc. in areas to be 2. Black solid at all bearing supports where adequate maximlateraum support ( g Y p labeled as complying with UL2075 and shall meet the sensitivity testing is not otherwise provided. Block all stud walls at maximum intervals Residential Code for New York State. and alarm thresholds of control units or CSA 6.19, Carbon Monoxide alarms, Icy according to (B) Bd Nails demolished shall be protected and relocated as required of eight feet with minimum of 2 x solid material with tight joints.field conditions. ENERGY NOTES detectors and alarm control units shall be installed in accordance N 3. Provide 2 x firestops at mid-point vertically of stud wall, with the R.C.N.Y.S, and the manufacturers installation instructions. SIMPSON STRONG-TIE 7. Provide dust-tight partitions between areas where demolition plywood, 1. These plans are designed to be in acccordance with the new york Power Source. •0 N • 'aver a Coil Strap CS20'SIMPSON STRONG-TIE work is being performed and areas which are finished or in use. 1. All plywood shall be Doug fir or equal. It shall be manufactured state energy conservation constructioon code for a climate zone 4. ,N aver every stud Carbon Monoxide alarms, detectors & alarm control units to which the 'C520' Coil Strap Al Date Description EXCAVATION AND BACKFILL and graded in accordance with : detectors are connected shall receive their primary power from the building o er every stud SIMPSON STRONG TIE (0) Bd Nails USP d t St d rd PS 1-83 f r C tr cN and Industrial Hilmar! WINDOWS wiring, and shall be equipped with a battery backup system that O C) (8) ed Nails 'over e Coil Strap 1. Contractor shall locate & stoke out all existing underground utilities prior automatically provides power from one or more batteries when primary 6 over every stud „ Project to any excavation. The utilities shown on the plans are an approximate 2 Each plywood sheet shall bear the "APA" trademark. All Windows Specified as an Egress; Window power is interrupted Wiring Sahli be permanent and without o rT N m location only. 3. All end joints shall he staggered and shall butt along the Shall Meet or Exceed the Requirements disconnecting switch other than those required for over current protection. lA Rim Joist Proposed 2 Excavate all areas as indicated in the drawings. All excavations shall be the center lines of framing members. of the R 5 C N Y S (sect R310) J (8) Bd Nails 'r minimum depths required achieving clean undisturbed virgin soil with stable HEATING, VENTILATION & COOLING Z-Max dO°bvy°tie moisture content and non-shifting and non-shrinking soil choracterislics. 4, The Lace grain of the plywood shall he laid at right angles to the Min. Opening Area = 5.7 sq. ft. SIMPSON STRONG-TIE Q ✓70 joists and trusses and parallel to the studs. Min. Opening Height = 24" ,a SXR blocking or The Contractor shall be responsible for notification of poor soil characteristics Ducts LTP 4 mtst Addition & Min. Opening Width = 20" Duct Insulation Q ' Space one for .01 to the Architect and shall not proceed with the work until receiving instructions 5. Nails shall be placed 3/8" minimum from the edge of the sheets. Sill Height = 44" max. A.F.F. every stud from the Architect. The minimum nail penetration into framing members shall be 1 1/2" Design Pressure Ratings as shown on cover sheet All supply ducts in unconditioned attics shall be insulated T (5) Bd Nails for Bd nails and 1 3/8" for 10d nails. to a minimum of R-8. All other ducts shall be insulated `Y � vst RenOV�tIOn 3. The Architect has prepared the drawing and specifications with an assumed t° a minimum of R-6. L IIu1I IIIIII II IIIIII ��� ixx° (8) fid Nails bearing capacity of 2,000#pared per sq, it. and a soil characteristic of sand and 6. All floors shall be nailed as per nailing schedule. - For All New & Altered Window (Openings, The General Duct Sealing tll sill plate e Partitions: N III IIIIII foundation II IIIIII joist hanger or gravel, with minimum traces of clay and table R401.4.1 of the R.C.N.Y.S. Contractor Shall Provide P& Maus Structural Panels with All ducts, air handlers, filter dozes and building shall s vI 1. General: a Min. Thikness of 7/16" & Maus. Span of Bit. used as ducts shall he sealed. Joints and seams shall L I (12) 0dx1-1/2" Nails 'Simpson H2.5 A For 4. All excavations for concrete piers and footing shall he a minimum of 3 ft. a. Provide solid blacking at 4'-0' o.c. between the joist and first for Opening Protection from Wirnd-Borne Debris. be made substantially airtight by means of tapes, mastics, IIIIII III i foundation below finished grade unless noted otherwise on the plans. Q lull III (B) ed Nails wall (5) Bdxt-1/2" Nails interior parallel Joist Panels to be Pre-Cut to cover' Glazed Openings gasketing or other approved closure systems. 5. All backfill shall be clean granular fill. h. Splices of the top and bottom portion of double top plates with Attachement Hardware (sere Table). Duct Su000rt /� ///111 6. No Backfill shall be permitted against concrete or masonry foundation walls must be staggered a minimum of 4'-0". TABLE 3301.2.11.2. Molal ducts shall he supported by 1/2" with 18 gage metal C 1 O Wall Stud to Wall Stud to ` 1 I Cantilevered Wall Stud Michael & without floor framing permitted proper bracing n required to prevent damage to walls. c. Splices shall occur only directly over studs. WIND BORNE DEBRIS PROTECTION FASSTENING SCHEDULE straps or 12 gage galvanized wire at intervals not exceeding IL J Rim Joist Detail S 1 1 Sill Plate Detail J L to Rim to Sill Plate Detail No Backfill shall be permitted within a minimum of two weeks after pouring. FOR WOOD STRUCTURAL PANdELS (a,b,c,d) 10 feet or other approved methods. Nonmetallic ducts shall The Contractor shall be responsible for any damage to concrete or mosony wall. d. Lap top plates at comers and intersections. FASTENER SPACING in supported in accordance with the manufacturer's Emily CONCRETE 2. BearingWalls supporting one floor or more: installation instructions. pP 9 Fastener Panel Span 4 Ft[. 6 Ft. Duct Separation a. Partitions must he constructed of minimum 2 x 4 studs spaced Type <4 Ft. <Fmill $Pon <Pmel Span 1. Concrete to be plain, reinforced, minimum 3,000 p.s.i., 28 day test, predicted 16' o.c. of type lumber specified. - <6 Flt. <8 Ft. Ducts shall he installed with at least 4' separation from the Kavo U ri aS an the above soil assumption. If other soils are are encountered, lower bearing earth except where they meet the requirements for underground values are to be assumed and the foundation must be redesigned. b. If a double top plate of less than 2-2 x 6's or 2-2 x 4's is 2 wood s ire 16" 1p"' 9 duct systems. wood screws N 2. Concrete shall be air-entrained. Total air content (percent by volume of concrete) used, floor joists shall be centered directly over and below beat Roo( Beam Roof Beam shall not be less than 5% or more than 79 wall studs with a tolerance of no more than 1" unless substantiated 2 1/2' pe 16'• 16i" 12" Simpson Strong-Tie 1240 Inlet Drive wood screws (� Typical Post Base -(3) Bd Common Nails -Porch Roof Rafter to Beam engineering calculations. -ABA46 ((4'x6' Post at Each End of Strap to Post Stropping (SS) MattitUCk, NY / gyp. a. This Table is Based on 110 mph Wind Speeds (130 3 sec. gust) -ABA44 (4"x4" Posh Connection Detail STEEL NOTES c. Bearing stud walls must be sheathed with a minimum 1/2" lid. and a 33 ft. mean roof height QR -ABA66 (((((6'x6' Post 1. All Steel shall have a minimum Fb of 24,000 p.s.i. fastened according to drywall manufacturer recommendation. b. Fasteners shall be Installed at Opposing Ends of the Wood Structural Panel. Wrap C520 Strap Continuous From Porch Bm. over Roof Bm. 1 2. All Steel shall conform to the latest A.S.T.M. specifications for Corner Bracing' c. Nails shall be 10d Common or 12d Bax Nails. Back Down to Parch Bm. A-36 steel. Pipe columns shall conform to A.S.T.M. A-53. 1. Unless otherwise noted, brace exterior corners of building with 4 x 8 d. Where screws are attached t° Masonry or Masonry/Stucco, AsShownplywood sheet of thickness to match that of sheathing. They shall he attached utilizing vibratilm-resistant Beam to Joist Stropping Solid Wood PostTown Ot Southold C. s ecifications. Anchors having a min. ultimate withdrrawal capacity of 490 pounds. Q Simpson H2.5 (hot-dipped galv.) Inside Hollow Columne latest A.LS. 2"zLed Ledger fastened Suffolk Cou y II work shall conform to the P s Load-Bear' Hollow 3. A es at all comers. 11 9 2. Overlap tat see clockledger er P P structure 9 Nd' ro to wall r q gel Nads Deck Joist Fiberglass Column 1. All nailing shall comply with nailing schedules in WFCM & R.C.N.Y.S. L. joist hanger ( ) > detail,same sht. Load-Bear g Hollow (al applicable), latest edition and all state and local f�ryys For attachment Fiberglass Column Drawn By building codes, or maufocturer's recommendations. tN See Rafter to Beam to to house y Post Strapping Detail (S5] -(3) ed Common Nails J.L. 4EaE h nme t: at Each End of Strap Post Base inside (4) Bd Nails Porch Girder 5 1. All rafters and joists framing from opposite sides shall lap at least O J Porch Girder Hollow Column (see Dltl.) Checked By: xr��@p�` N O n six (3) inches and be nailed together with min. (3) 10d face nulls. a Post to Beam Strapping Q �`x Simpson H2.5 (hot-dipped galv.) Post to Beam Strapping M.A.M S r > 2 When framing end to end joists shall be secured together by metal straps. r Post Simpson H2.5 t I Post Base Po post Base F--Concrete Foundation uA 0 & = joist hanger\ zAll fill, 1A't• SW () \2"x Ledger fastened - - Ilff7Jlll _ L O Sheet Title: to wall structure Concrete Pier Concrete Pier a Porch Rafter Connection Deck Strapping Hollow Porch Column Solid Post Porch Column Stra in etails Assembly Detail Assembly Detail to Deck Assembly Detail to Found'n Assembly Dtl. - General Notes I On Solid Corner Past - 'SIMPSON' N 2-16d Common STHD14RJ (House walls) Note: +' nails @ 6" D.E. STHD (Garage walls) Solid Corner Posh Required at each building corner unless i -i 'SIMPSON' HOES noted otherwise C 2-16d Common Blocking 7/B" die. O Threaded Rad nails @ 6' a.c. () @Endwall for full length Project: Job No.: U of stud � ez o°' Blocking Kavourias 0816 second floor C °aa3 syt ONE R @ Endwall 11 Scale. File Name: CO � az " z> 4s, \� . REBAR I As Noted 0816-Constrn A °x III U .v ti cot° Sheet Number: C ao ' . kxot°�. . o M/. 'SIMPSON' HDU8-SDS2.5/ • first floor A= 3 = H 1 Holddown Connection Dtl. H Holddown Connection Dtl. for first floor to foundation wall connection for first floor to second floor connection __ ___ _- .. _-__ __ - - Anchor Bolls Note; Michael(see Detail) \ Concrete to be (2)2"x6"treated 8air-entrained Sill Plate between 5%-7% M a c r i n a e CoatedTermite ld Architect, A-11 Sill Seal Insulation Termite Shieltl P.C., A.I.A. m / 0" r a u m E c (overall) 341 -4' E 8"thick P.0 Foundation Wall c¢ 24,-0" 28'-0" _ - (unless noted otherwise) o m o° 1 2'-6" 21'-6" 1P-0" 17'-0" Asphalt Damproorg o 0 / (foundation) (foundation) To Grade Provide 2"x4"Key r ❑ 1/2"Premolded Feller m 21 At Perimeter of Slab m 0 (see plan) Stony Brook, N.Y. 11790 Cellar Slab / �o^°, � 21 Main Street / To of Foundation 51,-0" � _ Dn 6" (porch floor framing) o ° phone (631) 686-6585 46'-2" 30" Compacted Rebar ` -�-- -� .�' ro email MMacrina@optonline.net 4'-10'• /� (631)686-6786 Clean Fill 4 `max web MMArchitect / 2"x6"landing joists at 16"oc 9'-3" pacom / to have did.header each side Cantilevered Cantilevered 16" etch alio wall To o cheek wall Cantilevered �+ These Ins are an instrument of service and / p as required Dn 3" girder 4t.11 �' girder Typ- Stepped Typical In a the Infringements property of the architect. _ 9 ______- --____ eas pros of the concepts end shallH1 exisfg patio wall to remain to be exist' atio wall to remain 1gp Fo ting Detail Foundation Wall Caeecuted toe thefullest extentSof the!law. ,., g P axis alio wall to remainA-3 step fig.up to 36"Below Grade 8„ 4• ¢ ? Typ.pier Typ. \ 1/2"O 1 ,- rightsl9reserved. olcPart ofatleoptonshunsay E II (see detail,same sheet) N2"x10"PTF.J. . I ® I pier o " ' •• reproduced without the expressed written r _ provide 1 consent of the architect. ______ _ ___ _______________r___71____T___ _ _ at 1fi"oc(10') ._ D2"x10'P T F a 2"x10"P.T. F.J.. . .J F 1 I `m at 16"oc 14' 4•_10^ 6plc.lii al 16"oc(20') is ( ) Lap Building Paper a <a A? over Deck FlashinIPprovidea24"x24"x12"tall ap ' .as �. G g 1B20'-2" 1 8 I I A-3 N o P.c.fig, under pier N3N I o 'i 'o e 1 A-12 1 o n 1 5'-4" 3'-0" 1 II 8•_3^ bo g•-9" 9'-9" n Typ. o. �. / 10'-6" 13'-0" 8'-0" 15" - 1 1 YJ I} 11 Install L.C.C.Deck m - _ _ __ I t a 8"x8" ier set Pier m / I '1 r I,� YP I P T Flashing over Nailer m IIS;`)• p ledger tap do 16"from 0'-0' yP v H7 i 1 I� r_a__ _ � >�_'Ii 1 1 pier TYp. Iyp; i � � . 14"�" _ Ii g„wide 4"deep x 1 tall) AH pier I b am pocket r _ m ~ Install Ice 8 Water Shield r _a L________ __ ____ 11 L___ 1 I a ala - 1 e " i� mI"m Rim Joist TYPICAL PIER over PI ood Sheathin 0/1 l y at 16"oc(dropped) to do 15" A 3 N o 6"x6"treated post le Decking 9 c _ •, 9yz'TJI 230 F.J. 8"x8"pier set _ I to Approx.8"-12"above treated Nailer �i /1 1 Pss note otherwise) ( plan) II i iYo f'F I , �I I i r-L1 yp, Pouredto(min.3,000psi)Pieron9 - - I 8thick slab under 1 i // 1 c__ --- d L_____________ _J Undisturbed Soil, min.of 36"Below Grade. Hot-Dipped Galv.or - -- I bearing wall above I I o n i -------- -40- / ,'/ //I __ I ---- ---------- ----- -- ` I pier Top 11 Pier to he gush with finish grade. S.S.Joist Hanger o I ., 2"x10"P T.F.J. I Install Simpson Base see detail Into g j i • 1 / I /I 25" ` --------------- P ( ) 3/e"0x4"La Bolts at 16"oc an e 1 1 T-0" 1 io , to Concrete Pier for Post Attachment staggered top 8 bottom Unexcavated .I I - 1 I I II I I at 16"oe(10') 411 9'-9" g' 4" 8"1 " i -o 1 I M bolts to be hot-dipped galy / I I 12'-g" 8•-0" .n 15" Detail (center of girders) 2 6"wide x 4"deep x 7"fall I 1 / 1 I GARAGE SLAB Hatched area indicates / P I dropped floor framing I I i - a I E beam pocket u I o0 9 I I T-fi" l of �ecK Led r�r 4"Thick Poured Concrete Slab w/ I 1 Clg. / til ro m 0 1 , I I TYP 1 'vx 3.. - 1 •_ 1 I 6x6#10 Welded Wlre Mesh Lapped j � �,� / // : � '` New ^ m l3 1 11 16^ :�.p y�w o pier 1 footing min.of one full mesh 8 wiretl 1 4�`V IIF. Ls-"zr} m � typical column � i s N g 1 together at 48"oc over 4"thick base Cellar I 11 I g �de yb a �I 8footing I - 1 1 course consistingof clean sand, i 1 / m I 1 F 1 3'-0" o.c. 6" min. � A I gravel,or crushed stone. ` 16"1 /yI 1 f Dates : a m - / //"xI 019n TYPICAL ll n lE @o P 12 max. 10-8-13 Issued for Construction ¢m'/ - 1 Pitch Slab Toward Doors I 1 I I 1 I m rn E I _ �,FI 3 CELLAR SLAB : u 1 aurin.of l/8"per foot. i ��� foo n 1n N l m 1n o 1 I/30 a>I 4i Poured Concrete Slab I 9 _ I o ' o y-Ilm - vers mil.poyihelyne vapor I I 3 Typ. o SPACING CORTYPICALNERS n I 1 at o ) /�/ 1 retarder la joints as require 1 I mE /// (lap 9 ) Pier o = j I I (_ I / r9 , . 5 O 1 on a 4"base course of II - ;� I i m I I (M ttggl r compacted sand Co 95% j i 9 pYF i II� % h m Relative Density, I I 3"sq.Washers 8 1 22'-10" I 1 j / 1 l mI 11 F End Nut Setup I I d i Install a 1/2"Premolded I m p s A-12 / 1 ' /, / '' I I u I d v 1 'Simpson'BPS/e-3 Expansion Joint at Perimeter I , _ m Lm TYPICAL LEDGER A 12 hot-dipped gale. 20'-0" 1 ' Ij i l < x 1 3 Install 2"x10"treated Nailer 1m �+ o Treated Sill Plate (poor froming) 1 - lagged to solid Rim Joist w/ (see Fountl'n Wall Dti. staggered long at bottom ) sta99ered to 8 holtom E 5/8"dial Anchor Bolts 6Y / 5" S?` i i (2)2"x10"P.T.F.J. Typ' pier for Deck Attachment (Typical) ^ E Tap of Wall at door n 2'-7" I�i 1� ' 1t L lI =_ _ — __pier 1 bolts to be hot-dipped ed alv. Dn.30" - I u under screened -- f n 8" 11 porch wall above l C sm.) P.C.Found'n Wall (see detail 3 same E 4 4 i da e l stypical i i 2"x10"P.T. F.J. A-11 E , y',=': I H7 o H1 1Yv i _ 19 x10 8footinolumn i ." u at 16"oc(14') atm _2 Typ Anchor A-0 A-3 A� -� AJ I Ir L _J I I 3 9 I ' P11 1 - 8"%8" ler 1I• I 8"wldex4"deep x7"tall t o a' • 1 m Not To Scale or alt Dtl . \ I \ __ 1_`__L___J____l_ I n I I P I heam Pocket M J II n N l 31 o . 1 __________ 1.` 1____7____r__ T_ `•..pl" I settop I I I m - L •1. _ h do 2" 1 1. I I I II m I-i m __________ ____________ l I I n ___ - 5.-0" II I 1 I i a Step Footing Up to 1(porch floor f amino g� 9ya^7JI 230 F.J. 1 I .x Ht \ 36"Below Gmde I 1 1 li TyP' °' Top of Found'n AJ L-4 i (see detail,same sheat) a116"oc(20') ffr To of NewFoundation pier � Wall (0'-0") ng'-4' I *33/y�belowex0'�sl'g Existcellar Na. Date Description 9• " I 9 Top of SlabI II (see note T) I entrance E Drivewoy Project: I I 8"thick p.C. J� INOTE 'T':a typ. i1 . g•_8• ~ i - _mI (no.wall 1 I m0" Y-B" 9'-4" 1'-10" ledger 1 I . lI I l ` 5'-0" , a 21 General Contractor is to Adjust the . • v m I a I 2"thick c.screed 2"thick c . 1 ;o >c I p p. I I m QI Exact Height of the New Find. Wall ryHaunch s vi coat slab g Proposed ____________ _ ___1 screed coat slat! 11 X1131 24'-c" a,l 8•-g" 11 � 1 i -- ------ -J I � i to Align the New 3/4" Plywd. Subflr. _ _ __ I I II with the Existing Subfloor. °b Pin New Wall -- i I typical i i m I li unde pin ex. Found'n Wall Addition & 37-0' i x °' 1 I column I I I to exisfg rH I m I fig.a ch side (addition) 1 ' `-------- -- o I L `� J ' m _i_ _ Renovation --- ___ ---_ ________________________r_ �� ' h• .. .. .. I Cantilevered! 1, ___________________ beamI___m --__ ---------------------------- --------- - -------- Slab Edge Detail H7 L _J 8"x8"pier under pin ex. under p1n ex new e"thick Cantilevered �A , r , 1 I set lop on 2" 1 19.each side fig.each side P.C.fntl.wall Pin New Wall to exrsfg e - For 1 girder m+ t 'v I A-3 1 5'-6" I I (see detail 5,same sht.) I oo I I 14'-6" (hold) at garage doors 10 Ill r (hold) I 1 ______ ''_______ Typical j I d i m i1 existing ledge I LL P_C! Michael . V I < � _---- M m as 'I it 1 8" " 8" I o a >< m j - ___9 The Connection Instructions of the ------- o so 3-6 4-D 1 mm I N E E%isY• L New New Foundation Woll to the Existing is a m Foundation Wall are as ellf Emily ❑^I- (hold) a o I m � 1 1 I 1 Following 2"x6"P.T. F.J. IIS 1 a o 1) Expose the hollow cell of every at 16"oc Er 1 Sawcut slab for oK -d` x .x Existing 2"x8"F.J. n 11 L -- other half stretcher adjacent to the O new 30"x30"x12" ^ li K d Install(1)yz"x7"Steel Plate Mane w U 1 arch floor framing) deep P.G.g x NX side of existing girder length) to remain 1 new Foundation Wall. (D 9) 311'-4" g' 1 m N C (see assembly detail sameshl.I 1I G _— I 2) FII all Exposed Block Cells solid Kavo U ri aS m ciw 1 1 w/ Cement. eii 1 0 3) Install (1) p4 Rebar 6" into the 1 -- Center of each Cemented Cell. m NOTE TO CONTRACTOR: a— m�-- --L— I 4 Extend inch Rebar 12' min. Into m exisfg (3)2"x8"girder exisfg(3)2"x8"girder exist'_3 2"x8"girder 1 ELEVATION ) 1 - --_ _ _ _- 9O 9 - 4) Extend Poach Rotor 1240 Inlet Drive o Contractor is to have a Licensed I I — PI I F ledger --__� Foundation wan. Mattituck, NY a Land Surveyor locate each building a ger setback as shown on plan for diolm LL 3"dia.column under Existing Connection Detail IIK 3 - x .a new post Existing Existing 1 1 conformance n Town of Southold N I m d E P Cellar m exisfg 1 1 not to scale attachment to foundation existing Zoning ordinance. Contact n� m m boiler Crawl Space concrete Klock foundation wall I I install s bell ins R-21 Crawl Space 1 1 Architect if a discrepancy occurs. i s' S'-3" 1 I 'u3 .. fiberglass batt.insulation 1 I i 1i Town of Southold m 11 inclg.throughout ex.cellar ? 1i 11 l 2" dia Machine Suffolk Count Is and crawl spaces c 11 1I 2'-0" Bolts y ezisling =.,I x .m N New Steel Plate L1 oil tank E 1i 1j 2" Drawn By I --, a m 1l exisfg O is o 1 O ED A 2"x6"P.T.F.J. 1 li hwh w 1 O J.L. y't A. rj• at 16"oc(6') i -ail 1 1 ti 4 f�a11I 1 11 11 O O Chocked By: E ra ` ------------- existing s'I x m 1 Pin New Wall to exisfg 1 1i M.A.M t law o (see tletail 5,same sht) Contractor to Install a A w foundation l- - _________________ _____ Typical 36"x24"cellar window 1I 1'-0" 1 Exist'g Foundation N� A ,.x _ - _________ ______________� �I w/lock on exterior side 1 A-11 Wall 1 12 O� A-11 to of cheek wall for acres.Exact locations 1 Flitch B rF P 1 to be determined in the field. 1I Exist' 3)2"x8" `A down 8"from exisfg L_________________________________ _ ___________ ___ 1I I cam Detail Low Girder Cantilevered top of too ndation 1 Sheet Title: beam 8" down l8"helow x o 1 1 1 not to scala houationw ' 111 Foundat Plan 48"tall P.C.foundation wall ,I 1i 1i NOTES : (min.of 36"below grade) i I �_________________ .i i 1. Double All Floor Joists Under Parallel - Details Walls Above Unless Noted Otherwise. - Notes 2. Utilize Steel Shims Only Under All Girders. Fill 8 Tame fora 4"P.O. I `--- -----------------' Y Slab Above over \ p�PenYGge Clean Sand M 95% Relatived \ \ B Density ¢of exist'g door above LEGEND E • New Foundation Wall --------------- \ A-12 On Footing top of wall (D'-O") ------------ -- \ C (see ) Project: Job No. : \ Foundation Plan TYPICAL UTILITY SERVICE NOTE: see Ian Kavourias Gals ower To of Wall A-11 FOOTING & COLUMNS General Contractor Shall --- New Poured Concrete Scale: File Name: 114" = 1 '-O'• 3"0 Steel Column on Locate & Stake Out All 1 As Noted 0816-Constrn A 30"x30"x12"deeFooting plan north (unless noted otherwise) Exist g LItvatio PFlor t0 Poured Concrete Footing Any Excavation. The Utilities sheet Number w/#4 rebars at 7"oc E.W. Shown on Plan are Detail Symbol Az Approximate Locations Only. Required Hold Down Location A=4 F B A-12 A-11 Michael Macrina 52,_0" ,3•_p'• Architect , (porch roof framing) P.C., A.I.A. 2'-6" 21._6" 11•_0" 17•_0. (garage) (house) (house) d V-10" 4!-1" 5'-1" 7'-0" 10'-0" of window of door & hallway' of window & ridge above 6"z6"P.T.posts Existing to be wrapped Pool Patio (see detail ST.A-8) &strapped from 21 Main Street to of landingelev. rafter above down Stony Brook, N.Y. 11790 to match droped to pier below floor Slay.at mudrm. (see detail,and.A3) phone (631)686-6585 exist'g patio step - - - step fax (631)686-6786 RIR patio wall retaining wall 1 - __ _ ow email MMacdna@optonline.net at house _ �- _ _ _ _ 2 dy!e we MMArchitecfpacom r h ri r 32'X "10 am s r 1 - - - - - - These plans are an property instrument the service and New 32"x80" ( pred " -� 1 t f rc l e a 8 1' p planting w fire closer os[ -- J 1 O ' 0 Z _1 door rap• j s [ o o o be press presented on these drawings shell be lantln a 3/4 _ _ _ _ - - II _ Infringements of the concepts and design f a 1 '11'ASF III Prosecuted to the fullest extent Architect.the law. P Copyright rve . Michael Macrina asanAll Cx 1 K I A-02 rights reserved, ut part of the plans may, be A-12 5-10• 6" , '_ Qw 1 514 L l g I� consent of without the expressed written I I 6% consent of the architect. Ira D .6 _ - N m iV 11 la 9° ¢a a) _I III el j a �_ bearing . . t 1 c(�') - 1 on at 16"oc(8') 3 xP' r. 3 2'�C 1 exlsfg patio Saddle to be -n well " B 1 II m Door Storage 2'x6"C.J. ro - e h I e " � 1 1 2x8" J. II retaining wall 1 9 selected Max.slope of 1:2 jl 8 4 8 6" m 16 o f d eve t1 ( 4) c Tile Flr. o SubFlr. II --- m 32810 I 5 of t 4 Q_-- H 6 l s Continuous(3)2"x10" E Custom arch Custom arch Custom arch 1 8 a Wood Fir. . . ?+q�e -.� 3"'+go• 76^ 48• - - 24 intermediate 652"x10"hdc - 052 2x6 DHP5652 Zx6 TVy21052 11 mud base et pss past j1 . . - J 14 TJI-560 F.J. - 9'-1" - TW21 A lin.gl. Blocking atlfi"oc - ----- - ��� -� CIg' to - no Detail of saddle - n ro 1 1 sf existing c frame 6" 19'-0" 6° a 11 outdoor E to slab P.T.shoe plate 8 secure 1 .5T0 .4 ___4. 0"T �/ r P to slab w/masonry lags at 32"oc New_ 1 I kitchen o 0 0 _ # m N j Garage Drywall Note: Bathrm' - 2" e"C. E— / " 6 e kn no ° eF 11 Install one layer of 5/8"type-x gypsum #2 D �R 15 a[1 "oc(12') j I b e�e d I 9 .0 wallboard to all common walls in garage m -s tldle- — 8 entire garage ceiling&one layer of Nail through 2x8, wood backer and 1/2"Type-x gypsum wallhoardatall Interior ___ ___ _ --------------- __ ( Ii TJI®joist web with 2 rows 10d n house walls common to the garage. 6" ¢"--m--- - 6" E__ _ ------------- - - - - " s z5 s-7" )z"x10 ilarf,e - -- Blocking (3") common nails at 16" Tape&3 coats spackle 1 o i�p 2y, —M .1 1 &truss above on-center, clinched. Use a +B tile floor 1 (all to be wrapped w/ 1 's v o coat - •-- -- New poplar to be painted) = 1pk panel 16d (312") nails with `o t o o New 'ramp closet a - Muldroom li 312" TJI®joist I rax wf 6It tall 1 5 'x " cki g N Gera e _ _ ' wainscotingNew II C es a flargewldths. Dates : . N � Top of Suber. � �� - Y m 1 ° Great Room Q�' 0'-6" v --z- a, ^1 ± D a 1rytt 10-8-13 Issued for Construction p �1 1 (vaulted telling) r 36"x93"- it 3 4r 3- 0 " 3 OI 1 6" � — � 6" r s r A-12 B' ' 23._0.. :1� T8'-0" I ar J Sren Sren p "CJ. p m c - M screen dr. s O` 14"TJI-560 F.J at lfi"oc - m 2"x8oc(4') - I Wood -- at 16" 1 (24'length) m a4 8 C`pl 6n��S V_____ _ _ ____ _ ~(3to"bx cc eswmbor w/ e1 step backer ak� It ve m m m paolplar to be painted) 6'x6" posts step 1 existing of batten so . \ � walkwaly, Detail New 32"x8ty" es dawn framin deetail 3/4 FIFw fire rated N 1 5/4"xfi"cedar over door w/self closer 70 9 3)2" e' h r. l 2"z4"P.T.sleepers 3 " I - -`o on grade not to scale ,r x � ml I _ (3)2"x12"hdr. (3)2"x12"hdr. g r 4&„ ; /(all b o be anted o 9'-0"wide z 8'-0"tall garage door 9'4'wide x V-0"tell garage door " m.. 3 J/ _ re x 6 x " p s s " ° ua _ _ _ _I __ ________________ \ exisfg patio 6 3�'I nail a = poplar&huss��Pve ; m r 14? retaining wall PLAN REFERENCE NOTES .a 3 2"x10"collar tie of door of door r 6'-6" 11'-0" 6-6" _________ ° existing 8- w -#-_- ___� u, 54 eSld c i g enclosure; 24'-0" " I 1 1/a x I c e new q� Custom Shower with: _ ____ ___ __ rNio fl cl `IT U o m enclosure door E -Custom tempered glass enclosure. " enclosure to be large q_12 -Shower seat (16'tall x 16" deep) No. Date Description Y 'clam door -Schluter-Ditrc-XL uncoupling & waterproof 14'-6" (hold) n J t u m 0 0, (hold) - e i t' h'd I- membrane w/ 4-1/2" curb o patch wall v u h e f c c I. exisfg opening -Secure the water supply riser from Project 44"x80" 6� 26' (2)1%"x9Yz"Ivi F.J. exisfg hdr. the shower valve to the shower head v t I c e\ exlsf hdr. under wall above to the permanent structure. Align 1 cased opening g new -Shower to he equipped w/ Proposed 1 new(2)T'x10"hdr. ^� ! new A21 egress window pressure balance control valves. -_------ � � � Michael Macrina Architect, ❑ P-C., A.I.A. F B Q A-12 A-11 21'-6" 9'-6" 12'-0" of window r----------------------------------------------------1 21 Main Street li li Stony Brook, N.Y. 11790 (3)2'00"four. L 2:210410 li IL , phone (631) 686-6585 temp.glass ____ 1 _____ ___________________________� li --- - -- ---- fax (631) 686-6786 f -__---- - r I�-_---_ ------ 1 li G email MMacrina@optonline.net A-12 Do 811 A 12 web MMArchitectpc.com I I I ` (T treads) These plans are an instrument of service and 1 Infringements of the concepts and design are the exclusive rt f the orchltect. 1 1 : does presented an these drawings shall be 'r roj prosecuted to the fullest extent of the law. Ca Copyright reserved, Michael Macrina Architect. All e a rights reserved, ut port of the plows may be reproduced without the expressed written II ra I II II II ca - m " III II n m N L- L nsenl of the orchltect. ' .L] I -i L_______. _____________ III I V 1 II I _77 e I II I � II ._ --------------- _ _ _ ___ ______—- - - — m LL--------- --------------_ -______-- ----------____-,I II 01 o 6"i T-4" 4'-0" 5'- " 6" 2'-6i' li Saddle to to Door selected Max.slope of 12 3 ,a o II I 1 i i I1 II i Tile Fir. SubFlr. so oE m N I i i i i li li i 111111111mirF Wood Fir. mud base N I I I l i v ~ I li i i l i I I . . , _ .1 II II I I I I II II n To of Dormer li New To of ormer li of saddle Plate HtUnfinished Pla Ht. Detail 0C 1° 3" = 1 ._p.. Storage o o l roInstall 3/4"ply.sub8r.to rot E li N a I be glued&nailed to joist o N 6" 61 1 4 1 D D 18' 1 20'-0" 1 18 A-12 l li Shower note: j li A-12 -Custom tempered glass enclosure. i I 1 -Shower seat (16tall x 12" deep) roof rafter o 2'x10"C.J. 11 Schluter-Ditra-XL uncoupling & waterproof Dates 's at 16"oc(20') li r 1 membrane w/ 4-1/2 curb li 10-8-13 Issued for Construction -� set bot.at 8'-0"A.S.F. 1 - d 1 -Secure the water supply riser from z e r I ( ) 1 W I I Double To Plate z e Window Header o l 1 xll the shower valve to the shower head P w 1 to the permanent structure. noted unless m 11 li lI -Shower to be equipped w/ li li noted otherwise o pressure balance control valves. C E o 1 1"thick rigid insulation 3'40' 14'-0" 3'-0'1 1 I�Surround to be tile over 1/2" cement bit. A-11 A-12 &drywall blocking behind I=mo -__ F z>Ce all headers _----______, r __ __ - ___ I I II III 1 li 6'_8tl A.S.F.ad m IL_--- `° --' m unless noted otherwise (3)2"x16'her. l TW210410 of typical sec_ fir_ temp.glass 1P-0" 32'-10' Detail window header (tower) I I I I of window & li li i i 8'-0 " 4'-111" 2 1 " = 1 '-O" unless noted otherwise ridge above 5'-6" 5'-6" S-4' 5'-2' 11'-4" 1 14•_0^ of windows 1 of window of windowI I of window & of winndaws & 24'-0" B'-0•" & tower li walk-in closet stair hall III 1/2"Gyp.Board align w/ (3)2"x12"hcdr. H2 (Typical) Casing to be selected top of tower wall continu us 3 2"x10"H c li wall below TWT38111 A-3 10'-6' 1 O 1 1 }}-1/4"reveal above sec.lflr. z2) zxs 2x O O Intermediate(3)2'ix6 hdr. (Typical) 2:38510 align w/ wall below �_ temp. lass No. Date Description --- - A21 post 1 post A21 pas A21 3 2"x12"hdr. 3 2"x12 hdr (3)2 x12 hdr. -. " --- -- - --------r 1"x Fla[Poplar A21 2:21042 A21 /..'sir.: . ,.5^ t- r n - 18"deep - I/ 7 \� to be painted 1 make-up T.O.lan _ Project : iter w/ " r din �+ Shims ace li ro N ' 9ramta counter : _ - -11241'4" . I I P m III 5• 6^ -_ 6• 10._0.. -( in 6" < 4' 10' 6"=' 6'- " ^i _- 112 ' 4" 6'-6" 4"- 'O t8'-11" 6" Proposed m•� I1 1� 1 40"tall x20"dp. ' ' 1 III o I Nk,�� ms's x 10 c- New Ral$gd wall wl stone cap ;- 1 -r P_W__1 ( m Ne align w/wall below _ Addition & Bdth m # r waI In Ci � _ 4•_5 Rough Opening ° Sitting Roots 36"x60" CIO et x o 1. (see plan) Renovation li saddle tleFl or 1 m o d. — tub - iv m _ - 1 N oft ioaI N o ra m « 10'A' 0'- 1" I r s m y YP c V z O - Ni1 1 Up3R I_-- -I o m m '9 - Detail cased opening c U y 1 g I (.'treads) Ii. m Z -m w n < :e `o `� 1 Ta of Subflr.24" 1 •_\ I 49" anit " -� - r" (3)2'x6' 1 x 3 3" = 1 '-O" I ---_ n 8 S6 6 ', tin `vA -( y 36 6� v / 0� 3 x4 Post 1 m I opening r linen li - ryh+ p st ' _ �o For % o o- U " r� Abv.Sec Flr.Subflr cab. d oo `e 3 0 3 u9 c o ry_- 2 2 ze 2 2x70" - Flush hdr. min. a u? n Tush htic ;o q0 tallx2fi'd m Ohdr tall railing eP 'o rc - « p o +m Unfinished _ N�a30= . ¢�ataoi i F"117 wall w/stone cap `L ___ro a m p n 1n, u, ( �2' 10 d a —III access door m.r = AttIC d1` xiGoat � Buildin Mlchael & 1' av= 9 Sidingrn m wmaintain a 1"a1r a 5T II III install /y plywood 5 rn m m Po ertn 5 OI 15z e. 5 zl 5 space around chimney i pull dn.sta v u i subflr.in attic ,=n° p Emily New 71A.1 1�=== fr w New � � Bedroom #1 23' dbL fmm'gg / Roof Deck T (Master Bedroom) New Loft Kavou rla5 1 K o " ; i 1 E.P.D.M. /� s/y'x6"decking do �I �o j 8'-1" < 6 6 a - Roofing to be selected +_q^ N Clg. exlsfg masonry z Clg. 1 36"t�Ilirig. z chimney to be raised 12"dee O °ji Ac 1240 Inlet oflVe n 1 1 wall cabinets F 3/4" P.T. 6 r Ply. �¢ o, MattltUCk, NY 1 'N 'Y. Yr. 6" 1T-1" a' .-: 33 `+r 4" fl--, 10'-10" yr. fi' i II Ripped � f 1 1 I AA-1 1 2"x4" P.T. ngranite counter Furring 12"deep \� Town of Southold A_71 1 m base cabinets I on 2" li -Flop r �'�� .Suffolk County align w/ wall below L— ____ _ -_. . ' Joist \� A���\ (3)1%y''x11Ya"fall hot. (3)2"x12"hdr. (3)2"x12"hdr. - Ali li li • H6068PALR— I I D eta i t TW210410-3 1:210410 11 1 of roof decK at wall y Drawn H2 egress windows egress window -62IC@ -�- H2 1 B D AR A A3 9=0" - 28" A-3 Ili J.L 5/4"x6"declking over level 2x P.T. _ Lf below Sleepers over Ei P.D.M.Rubber Roofing Checked By over pitched 3l4"cdx ply over tapered joists, 11 o with a pitch of 1/4"per ft..(see detail same sheet) 5l4"x6"deckingLd. b�.l M.A.M to be selectedI J I FLOOR PLAN LEGEND : >a of windows of window to match of windowridge above HOLD DOWN CONNECTION �5-6" 5'-6" 6'-6" il'-4" g'-4' & STRUCTURAL POST Sheet Title: (equal) (equal) STRUCTURAL POST 0 11'-0" 10' 32'-0' (min.(2)20, unless noted otherwise) Second or (tower) TALLER / LOWER WALL C E SOFFIT / WALL CABINET Details ABOVE ABOVE A-11 A-12 F B DETAILED SECTION gX1t A-12 A-11 I 1 of attic window & of attic window & rTr Second Floor Plan I ridge above ridge above Project: Joh No : Kavourias 0816 CR12 CR12 (2)2" Hdr. (2)2"x6"Half. Scale: File Name: R1 stationary stationary As Noted 0816-Constrn A (attic gable window) (attic gable window) head ht.3-0" head hl.3'-0" above sec.fir.plate above sec.fir.plate Sheet Number plan north A= 6 Michael Macrina Architect , ❑ P.C., A.I.A. s A-11 ❑ 10" Fascia 'I 2" R o k e O v ea r In o n g 10" Fascia Overhang Overhang 91 22" Fascia 1 ___________ _ __________________ ___ —Alin 21 Main Street Align 1 r------------- ------- - ---I g 12' rake overhang 12" Roka Ove rinong I I 1 Overhan I I Stony Brook, N.Y. 11790 I I 1 `------- 1 phone (631) 686-6585 0 1 0 i______--_,1 Ir________________ __ 2"z10"RR ) 2"x10"(R,) __ _ -------------------- ___ _ ___ ___ ,I fear (631)686-6786 �' -- -------------- email MMacrina@a tonline.net 11 P r 1 1 1 l A-12 web MMArohitectpe.com A-12 m 11 L at 16"oc 14' at T6"0, 14' T'x10"R.R. 4 These plans are an Instrument of service and o at 16'bc(16') Q 1 are the exclusive property of the architect. m 11 1 .Q .� 2 Infringements of the concepts and design a N ; I '� pf r Ideas presented an these drawings shall be prosecuted to the fullest extent A the law. 4 _ QI 11 Copyright reserved, Michael of the Architect. All 12" Rake N m 1i Iii 1 2 1 2 Overhang 1 rights reservetl, no port of the plans may he 11 consent of without the expressed written r l 11 ,k _________----------- 12 ronsent of the architect. 1 1 N �U(� J L---------- ----------� 3 r----- j o , ® I I F- 67- Rake Oveirhaln 6' Rake OH > 1 1i ot____of r_p arJ -\ o __cLQrm e'r' _�___ [ro Ir� 1 'Z "/ N "o –r 1 _____________� _ _____r I I I ____________ I 9 j1 0 II II II l r I 1/2"cdx plywood CP 2„x10"R.R. LL at 16"ac(14') L 12 / 4 j \Roof Rafter\ I L p 1 1 2"z10"R.R. Ice&Watershed Onderlaymenl an� I i i r i 'i ridge boolyd �nl at t6"oc(18') I 1 � - _- I L I 1 1 III] 11 11 - — 2"z10"R.R. 1 I 1 Q 1 1 1 1 O Roof Shingle I / — a 0 1i 1i III \ Blocking - - \ - / \ 'SimP son'H2.5A New Cupola to be 1 1 selected by owner 1 0 1i 1i 5" Half-Round Gutter - - 2 �1 0 1 center w/shed dormer 1 h T�} - - - 1i U 1"x8"'Azek'Fascia Bit. V 1 '1 2 IY oa V 1 11pp -- IN A-12 1 1 1 1 6 L 1 1 1 1 A-12 1 1 ,o k _ �o 11 overhang ) 1 J N g 11 O 'Azek'3-1/2"wide bead-board (� ) Dates 1 r O > 1 1 soffit(typical) ripped 1"x8"Frieze Bit. li a 12 4 '".� over 5/4"blocking N ; 1i 3-5 - i 1 ( ) 10-8-13 Issued for Construction p 1 align bottom with porch beam I ® I ry ('�,) r l k l Typical Siding LII 1 11 1i li _ __ - - _ _- r X „_ j 11of overhang at great room (east wall) --- ---- ---------- ----- -------- -- 1 Detail 1 --------- --� -----------� t} li 1 1 1-172" - 1 ._0„ I –, 1 li 7777 R­eik-e-�04verlra 2--- __-,f>••__R-o-ke-Over-F-ica r'}g-I 1i 12' Fascia 1 1i �_________bt__d-or-r eF-- __- -------o-1_-c-Ib r= -e- --------- Overhang Align I r rn 1 4:12 pitch c 12 " FCJSC1 8c Rake Ove rh ong 12” Fascia 1i 12in 1111 Overhang 0 9 o i � i1i Ilj C E 'u 1 1 1 A-11 A-12 I is 0 1i 2"x8"R.R.— at .R.at 16"oc j 1 11 A-7 l i I I 16" Fascia Overh ng . 12 fa scicl o rhong 12" fascia overhang Cut Roof Sheathing Back 1 1 1 1 1 Each Side of Ridge Board No. Date Description I L___ ______ __�_ __� L __ __ _ i_�______J,_______ 1 _-----__L____Lr____r__________T r___1T__ __ _ ______________________ r To All for Air Passage *�? C 1 1 1 1 l Project: D +� N o Proposed o le L Ra ti r �o �t 1 1 1i 1 1 On 1 1 1 1 Jar N e7+ `L+Q-a 1i 1i e 1 0 2"x6"R.R. 1 �. > 11 1 11 II 1 � 11 s 11 r Addition & „ c at 1 - g 11 1 1 N 11 '1 L of roof sh eatFYg o -E (9:12 pitch) 1 1 1 1 2 L.L.C.roof 1 1 r- li li -m 1 1 > m 9 1 1 Detail > 1 4 0 �� 1 1 2 lncket below 11 1 O ® 1 1 QI YP • for ridge vent 2w8" ;Cadge , —�- y g 1 y N „ o not to soots Renovation 1 1 1 % aa 1 D �° j 1 N is 0 1i k� t N Pe,� y. Ili H i , Ili 1i b For �( 1 II 1 1 ,I L__ y M\tib 9 1 ____ �ti-___�_______� II 11 iii --L --lT LJ----------------------------- H ROOF PLAN LEGEND : Michael 1 1 1 I ridge tpoord I 'I NJew 2"x12" ridge boartll I I 11 L.0 C.roof li 1i 16" Fascia Overhyan 1 cncket Ir Iii JJ 1 1 _ _ _ ~ 1v 2"x10"R.R o N®11 WALL -- li at 2"x8"R.R. C 11 N Ir ____ r___J 1, at l6 oc btor --------------- Emily 11 BELOW ROOF Y t li r 1i li 1i �i a\_�20 m 1i roof ricket N m 9 1i LINDICATES ROOF PITCH 7q Kavou rias L > .-. 1 1 1 1 Qj a 1 G -r I`, '_ P O 1 0, d, ry m 1 1 y� ° 1 1 #� \l , - -li BEARING WALL 1 1 v'. 9 1 1 1 1 m 1 1 r . 7��IIJ_lIJJ_Z 1 1 1 1 � -`o. .. I I : 1 �� , I i�i � BELOW ROOF0 m , - ae ___ 1 Q 4 .; 1240 Inlet Drive L INDICATES AREA OF _N + -t J2'x10"RR ° m - t DOUBLE ROOF FRAMINGMattltU , Y 1 1 u1 2 oil "I 2 : C60 1 1'2 rn 111 111 d r �, o O -� 1 � ck N p at 16.. 6 oc iV \O 1� LL (12:12 as k - �y 'i - a 2 -_ INDICATES POST BELOW p nr 'zr v v1q k `"'n (�'__ m N� ry, - �N I v°41i 11 , an S N A 1 -- --q '* r -'"+'1rC m •'-} t' r d N �+ m '- ii A INDICATES STRUCTURAL -- -- Town of SOUth01Ct N 1 -h al ,, b - ___ _I_- T' 1 r N O II >- m 0! 11 3'r c A-11 1 2x10"R.R. 1 3 - 4 z �I ,n rr � 1 I I I $ t t II BEAM BELOW ROOF 1NS ---ata 6-0c{20'� —-- --- ---II m .. .L ri" - -- - �'^ N A-11 I —�' 'U .a l uai" 4' ' ' I �d - k r „arN',.0 r rYa=. ]_ --i J •i 'rte, -tNjk 4�p II _ �, � � � � ! r L Suffolk County INDICATES SEQUENCE 4® 1i , 'I x t ILII OF ROOF FRAMING 2 Drawn By: 111 [V Iii _T2"x10"R.R. I 2"x10"R.R. I 12"x8"R.R. 2"x8"R.R. 11 change in at 16"oc 1 roof Itch at 16"oc 11 est 16"oc(10') at 16"oc(10') dS o an ti P /1�� '12 m o Checked By: fu S� ?r .t of ridge I of ridge '1+ 12 YY M.A.M 5-4" B-0' 5-4' _ Y (equal) (equal) L_ -_ ________ 20" Fascia 8c Rake Overhang 20" Fascia Overhang 20" Fascia lOverhang 12"' Fascia r Overhang 12" Rake Overhang Frame new reverse gable Sheet Title: \ of window below roof rafters over existg 9'-4" 9'-4" 8'-1"wall plate Roof Framing (equal) (equal) ex Details g C E A-11 A-11 A-12 Roof Framing Plan Protect: Job No.: 1/4 - 1 ' O" Kavourias 0816 Scale: File Name: As Noted 0816-Constrn A plan north Sheet Number A=7 Michael Macrina Architect, �❑ P.C., A.I.A. P orch beam(see fir.plan) (Q 3"'hick blueslone cap \ / Typical Rake raise existing 1"m3"trim board over d• cultured stone veneer masonry chimney 3/4"Thick Typical Roofing ❑ 1"x&"Rake Board over me to be selected 8" L 'Azek'to 2"x6"sub-rake9@ j Cont. Ridge vent 0_1 be painted Architectural Asphalt Roof Shingles to be selected by owner Q 5/4"blocking ea.side over 30#felt paper Lead Coated Copper - _ _ - Alum.Cap Flashing ❑ over 1/2"COX Plywood Sheathing Spiral Finial to be selected - top of ride - - - -—- __ - Eave Protection 1 Layer of Ice&Watershield(self-adhering 12 Board 8 Batten siding to consist of: Install O La Y ( g 12 1"x2"Azek battens over 'Azek' polymer modified bitumen sheet)from the eaves edge 1"x6"frieze board under to a point at least 24"inside the exterior wall copper roof 9 1"x8"Azek Boards w/1/2"space .n 4"Crown Profile 21 Main Street all rake overhangs _ line of the building. Lead Coated Copper - - between boards for expansion over r� Stony Brook, N.V. 11790 copper - ice&watershield unrlerlayment c ® Standing Seam Roof N Ventilation 30"x 30"cupola at Tower r aluminum Clashing over -n L 3/4"Thick'Azek' provide continuous ridge vent phone (631) 686-6585 to be selected by - 19y5/4"x3"tapered cap over 1"x6" bottom wrap 2" fax 631 686-6786 owner 'Fypon'BKT brax24"x4" trim board recess 1/4"from ( ) 2 ®3.5 decorative backets Q side wrap ;a; Low Sloped Roof Protection (2:12 to 4:12 pitch) email MMacrina@opionline.net 12 a, web MMArchitectpc.com 3.5® - second floor plate ,Azek, Install (1)layer of ice&watershield overthe plywood Base Ca Mould' sheathing instead of the 30#felt paper. These plans are an instrument of service and _ _ _ Install Blind Metal Flashing P 9 are the exclusive property of the architect. at all mof to wall intersections Profile:AZM164 Infringements of the concepts and design -- (typical throughout) I Fasteners ideas presented on these drawings shall be mi Fasteners are io be corrosion-resistant the with a prosecuted to the fullest extent of the law. LILILJ __ _ 2g"die.Vinyl minimum penetration of 3/4"into the sheathing. copyright 200e: no poftl Macrina Architect. All Dmorative louver _ p rights reserved, ut port of the plows may be 1 2 i Use(6)fasteners for each shingle. reproduced without the expresses written m consent of the architect. _ _ 1 _ _ _ _ _ _ _ __ 42• 42" Fin. Dim. Typical Siding Install blind mfel - - N 3/4"Thick - _ flashing at all all - - - _ ® r be elk'to paint f interne Certain-Teed Vinyl Cedar-Impressions to roof - -- be painted Double 7"Straight Edge Perfection Shingles - - - - - - - - - (typical) - -__ __ - - __ --_ - __ _ second Floor subfir. y - - color to to selected b owner - manufacturer's specifications t Fl over 1/2 COX Plywood Shea g 1"x10"frim board . to over installed as per menu s s ec' over Tyvek House Wrap firs floor plate E shim PI wo th' m o 6 6 space 1"x8"rippe Frieze Board Comers ver 5/ p ck-out LL Post Weaved vinyl outside comers LNLILJI __ h 1"x8"Fneze Board - -- --- - -- - -- - - - - -- - _- - - - - _ `i to P.C.Pier Provide Lights 24" 24 0 4 6"x6"Treated _ ah o to be fastened over 5/4"pack-out - - _ L _ it Coach - - - - - * t Vinyl Light Blocks at all exterior wall lights. 36• overh ng ` j �ShiplapB Glue joints Gutters All Gutters are to be 5"Half Round Aluminum ____ _ - i _ _ first floor subfir. 'Azek' _I- ' - - Base Cap Mould'g All Leatlem are to Round Aluminum u Profile:AZM764 color to be selected by owner l l Locate all leaders into underground piping door to I new bluestone l 'Fypon'DTLB 5"x6"x10" i to existing drywells. _ - i be selected i landing decorative brackets Ij new cheek wall 8'-0"Canis Carriage l i i vinyl lattice i i i i i i 1/2"Chamfer Flashing Dates : 9 Cultured Stone veneer l l l ___________________� 10 " Garage Door to be selected i--------------------i_----------------------------- 1 8watertable to be selected i irLJ_____________________________ ____________T ____________ ____ ____________________________________w L-______________________________ ______________JJ rL � by owner8insfalled as per I I L�______________________________L_______________________________________________________________________ 1___________________ � � For all Horizontal Wall to Roof Intersections, 10-8-13 Issued for Construction L--- --------------------------------� IL--- I manufacturers specifications i I Install Metal Coil Flashing. 1"x8"'Azek'Base L---� IL i I___; i -- to be painted For all Sloped Wall to Roof Intersections, L___ l i i — Install Meal Step Flashing. L-- Front Elevation north top lean oar L---i ------�r---------------------------------� -- For all Masonry Chimneys, Install --- Copper Step Flashing L--------J_----------------------------------- 1/4" = 1 '-0" Detail of typical column g� — S bee m wrap All Window Drip Caps to be Copper or Alum. Lead Coated Copper - Standing Seam Roof _ L.C.C.cricket at Tower Exterior Trim Boards Material All Exterior Trim Boards are to be'Azek'or equal. - Installation _ Install as per manufacturer specifications: -Install 2 fasteners per every framing member for trim board applications. _ -Install over flat,solid substrate. - -AII'Azek'Joints are to be Glued wdh'Azek'adhesive -Utilize stainless steel fasteners No. Date Description g - siding [ Window 8 Door Caslnq tyle. - - Frieze Board Might Occur Provide a inside rabbet to recieve siding at Project li 1/2"Gyp. Board all window jamb casing&window sills (typical) Aluminum Proposed Elevation north Drip Cap(typical) Exterior Painting 1/4" = 1 '-0" Addition & I - Color to be selected by owner. 5/4"x4"Flat Exterior Trim 'AzeR e n ovat i o n k' Board&Batten siding to consist of: 1"x2"Azek battens over Typical Rake 1"x4"Flat Casing All Exterior Trim Boards are to be Filled 8 Painted. 1"xB"Azek Boards w/1/2"space m` 1"x3"trim board over to be painted Utilize a minimum of two coats of a 100%latex- between boards for expansion over ao' 1"x6"Rake Board over acrylic semigloss with a Light Reflective Value(LRV) For ice&watershield underlayment e�+ T 2"x6"sub-rake to of ridge � � of 55 or higher. / 'Pine' All Exterior Trim Boards are to be Filled&Painted. Utilize a minimum of two coats of a 100%latex- Michael R �.I► Detail of typical acrylic semi-glass over 12 window head one coat of an oil-based primer or Emilycopper roof 9 � iv no primer if surface is already pre-primed. 3" Lead Coated Copper r r +' s ce I ® 30"x 30"cupola[ Standing Seat Tower 1 , m 1/2"Gyp. Board avourlas 1 to be selected b1y , .+1 "21Y Typical Sidin (typical) oh owner 1240 Inlet Drive second floor plate 514"x4"Flat Cellular PVC Trim Mattltuck, NY - 16" NA M _ _—_— _ wl Inside mbbat to recieve siding - on 1" (typical all windows 8 doors Jambs) Exterior Caulking—Ell - (typical) - 1"x4"Flat Casing - to be painted Town of Southold s" ® - 6 -- - _ Suffolk County oh - Jamb Flashing oh - - f - - - ro 'Grace'or equal 20"die.Vinyl- to p gl. to p gl. Install blind metal - Decorative louver - _ - y EI ED A flashing at all wall - - 1 2 - _ _ Drawn B 9A A b to roof intersections - - - 1 - f of typical J.L. �.� V. i (typical) - - A_7 _ 9� ® - - second floor subfir. BDetail window jamb Checked By: or z 3.. - 1 ._0.. A M.A.M E n _ - first Floor plate A_g White Alum.Drip Cap Flashing(tyle.) _ 1"x Poplar Stool T 2 Y1 l _ wrap porch beam vw 12 ® ® - -- _314"azek.Recess - __ - - ii_ Sill Flashin 12" 1"x8"Frieze Board - - - bat.wrap 1/4"from i Glue all Join (tyle) Sheet Title . - e oh - over 5/4"pack-out_ - ® -= door fo - - - - - side wraps 6i' r�s u r sled j u= G is _ he select �_ - d m N Nose 8 Cove Exterior Caulking 1x4 -___ P n � Q "Aro I I Elevations (typical) _ 5/4"x4"Flat CasingThree Sides I _ -r 'Azek'historic sill / - Front - r j ___ first floor subfir. I \ Inside Rabbet to - '_(= B I C recieve siding - Left Side Typical Sidin A_6 A fi (dashed line) -- 1/ " YP 2 .Board G I T (typical) I I 2"Sill Extension l l l l l i - 1 Job o I ME C o . Detail oftyprcal Detail l ---------------------------------------- l l I i E i i i i i window sill of tyle. window trim Project J N ' ___________________________________- Kavourias 0816 L__________________J_____________ - 1 '- I I I I I 1 1 I 3" — O" 1/2" L__J L__J L__J L__J L__J Scale: File Name As Noted 0816-Constrn A Left Elevation east Sheet Number: Stud Tri le Post Tri le Post Michael Stud M a c ri n a Some as I SaTEneq "" s 21052 DH DR-P-2560552D Architect , 'Fypon'Cap IIto be painted AUqual 1 P•C+•, A.LA. LegArch � h oh oh 2,_118" 5'-716" 2"-118" to of rid e IL - - - - - -—- �\ 'Timbertech'Ratli nes Rail - - - Family Rm . Transom 2"x2"'Timbertech Balusters to be spaced a in x.of 5"11/4.. 12 �9 Fin. Dim. - - - - ® 3/4"Thick 21 Main Street 'Azell Stony Brook, N.Y. 11790 - - be painted i phone (631) 686-6585 12 12 E fax (631)686-6786 12"p oh - - - 16" 3-sem ®3.6 o him t email MMacrina@optonline.net oh - - - LL spare web MMArchdectpacom second floor late 1` - - 4 4 — ed s --- ( g ) r - is These plops are on instrument n service and m � ILE - - - -- - - _ _I� -_ - -- -- � - j � [o FIOOr$tnedu e Infringements ar e the exclusive property fthedardchitect. x4"Treated -- II to be fast M 4- ,_-- n Is present of the conceptsan align Custom'Andersen'Amh _ Window a Same _-_ _ __ - - - __ ISI- 7 - �Shiplap&Glue joints prosecuted to then these extent Sof the low. �. ._ w se DI S hL III r� L Pr t In b fullest M t h O 1 rightsght 2006:resolved, nolahael part of theaplans Architect eay be = I re m - -� _ -- _ __ _ ®❑❑ - -I- __- _____ -� _ - __ - = -- 1- -- - -- - - - j 'Timbertech'Radi ince Rail consent of lha aa rchitectvpressetl written i 9 wrap porch b temp. gl. 1i ' Scotia I� eam col - - - - -- Azek' i I second floor subflr. N t _ _TT _--- 3/4"alRecess -�` - - -_ - Moulding AZM-93 N _— _ but.wrap 1/4 temp.gl. -- o' t side wraps first floor plate -- -- --I -- 1 1--- -- -I- _____ - - - - - __ - Ih,It LIF 111- I II ' Illi ErII III ___ 11 l_ --n : - __ -rI - 1g•r - I _- __ return_ 2 I.c 12 I�l I III IIS IZII __ _ Ij� ll� l7 11 III LtiI Ilill` I g - - - S lilrglk � �,l,laJll !q° II ❑ ` - - - -- - - - oh Typical Railing & Newel Post -11 III E jl Fh ItlIJ� - _ Ili�l IL _ stair beyond �r Irl L L . I � 3.. - r I L1L _ _ _ - it EllIl I _ - _ I V I � � I ' I l-- 11 r j �_- k-- - - - - ❑� q I'III - - I LI I . II I I I I ti � _ - first Floor su6Flr. --- --- - T�1 I ��, - � I I T I - - - - - - I'iI -i I I I I I I 1 1 I 1 I I I I I I I I I I I I I I I l I I I I I 1 Floor Joists I I I 1 I I a E I I 1 1 I I I I I I I I I I I I I - t--- IL 1 IL I I I I I I I t___u b___� �T_� i r___________________________________ Dates : 1 I I J r_________________ _________________L_____J 10-8-13 Issued for Construction Newel Post r---J Notch over Rim Joist r--- I I r---J 3/1 long �1 i--------------------------- 1 r---J zinc-coated Lag Bolts w/washer ___________________________________________T ,�______ 1 L--------------------------------------------J-----------------------------L--------J (two per post) 2x Treated Blocking behind Railing Post I Overhang- -y N4 see roof plan Rim Joist Roof Shingle Iunderlayment ce,BWater Shield Newel Post Attachment Dti . = 1"x3"Tdm Board /Raaf Rafter l Ice 8 Water Shield from fascia to 1-1/2" 1 24"past inside face of wall Roof Rafter " ---------------- N N 11 Rake Board e—2"x4"Sofft� 5"Half-Round Gutter Fram'g at 16"1 5/4"Blocking 11 Fascia Bd. No. Date Description vinyl vented soffit(typical) vinyl vented Project : 5/4"pack-out soffit(typical) 1"z6"Frieze Board 1"x6"tde.ze board Typical Decking Proposed pack-out with 5/4"block'g Addition & Typical Sliding al's" Flush Beam Renovation overhang (see plan) Typical Siding (sae roof plan) 1"x10"'Azek'Trial Be. -� to be painted Typical Rake Detail Typical Flat 'IEave Detail 2"x4"treated Ladder For Truss for Lattice 3" = 1 '-O'• 1-1 -O" plumb-cut fascia Installation Jnr. Michael VC top of ridge 20"dia.Vinyl - -_ _ _ DecorativeDeDecorativeCedar Lattice Decorative louvser + oh• 1"x6"Vertical Intermediate c + + 2"1 Kicker Emily 1"x6"Vertical Inside Comers Studs at 32"oc 1"00"Vertical Outside Comers 17 + 1"x10"'Azek' Frim Boar Kavo u r i as 12 Picture Frame around 9 LaHice 1240 Inlet Drive o ® Mattituck, NY 3 Typ . Lattice Panel Detail 1 ,. Town of Southold= 1 ._0.. _ _ _— - - - -1/2 second floor plate - • rt 12• — - - �,• r - f Suffolk County return - 12_ =I -_ - - - - - - - recon By: ED A _ 14 _ J.L. m 9 Top of Deck Checked By: V'ti P 4 5)2" 5 2"x treated N� t second floor subflr. __ - _ _ M. Rim Joist yT 2s6 +DQ' IL first floor plate . - Treat Sheet Title E �i" roughstn9er _ 12" 11-1=FI +i ed Floor Joists f L i�I (see plan)❑ J 9oh Elev: ati s et - - ��I�IIIk�1l��1 � � �� �IA 7 l � l �1 'F ❑ ❑ ❑ u ri l rl _I_I �� 6 "x6'Pressure treated i .. � '� ❑ ��, posts to be wrapped - _ 5� - Rear mx _ - _ - _ _- I r F _ IT II +I d --- -- 1 1 1'jl l 1"x8"'Azek'Risam I� L ��� - � ` � Rkl- � _ � I �- - (see detail) __ -__ - --_ ��`�LLi,�-ni a1F! .ia ��� � 171I:' rI�L r�1�i ❑ ❑❑ ❑ ❑ il - �� II� �� II: to be painted - L - Right Side -- - - - - - l _ ILL first floor sl _ _— Finish Grande I I I I I I I I I I I I I 1 I I I I 1 I I I I I I I I Pfojeci' Job No. : I I I I 1 I I I I I I I I I I I I I Kavourias 1 1 I I I I I I I I I I I I I I ore Pad under 0816 1 I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I Stair Stringer 1 I I I I I I I I I I I I I I I I I Scale: File Name Right Elevation Typical Exterior Step Detail As Noted 0816-ConstrnA 9 L__J L__J L__J L__J L__J W 05t 1/,4.. = 1 '-0'• 4Sheet Number A=9 ' I ' Joist Framing Details & Allowable Hole Chart PLATE INSULATION SCHEDULE Michael House Component (R) Value Insulation Insulation Moisture Remarks M a c ri n a TWO 16d Thickness Type Barrier Arch itect In all heated space that occurs R-30 9-1/2" Fiberglass Kraft Paper Unless noted otherwise � Minimum distance from CHART B over unconditioned crawl space Batts interior side Minimum distance from CHART A " Do not cu} halos 0 attracted space that occurs R-30 9-1/2" Fiberglass Kraft Paper Unless noted otherwise ❑ P.C., A.I.A. ' Mlnlmum dlat an60 minimum distance larger than 1-1/2" O over unconditioned cellar space Batts interior side from CHART A from CHART B In cantilever 16d 12"O.C. LL 6EINERgL NOTES TO SPACER If more than one hale Is cut Into the web,the distance between the STUD f the holes must be at least 2x the length of the largest hole. STAGGERED all heated space that R-30 edBan,o 9-1/2" Fiberglass Kraft Paper ❑ occurs over open air Batts interior side Holes may be located vertleally anywhere within the web. Leave I/b" WALL of (web minimum at top and bottom 01 11016. Fill Void with STUD - TJI Joists are manufactured with 1-1/2'perforated knockouts In the web Rigid Insulation ! N 2x6 Exterior Walls: R-19 5-1/2" Fiberglass Kraft Paper at mpproxlmately 12"on-center along the length of the Joist. Prior to Sheath'g Batts interior side ❑ A 1-1/2" hole can D 2 x D3 Da La 2 x L a L I - Dlstanees In the charts shown are based on uniformly loaded Joists 2x4 Exterior Walls: R-13 3-1/2- Fiberglass Kraft Paper be cut anywhere minimum minlmum usImg the maximum loads shown for any of the Edoles listed within current Batts interior side In the web (also applies Truls Jelsk MacMillan literature. Far ether load conditions or hole eanRgu- to 1-1/2" holes) rabloas act Included In these chats,contact your representative. Flat Ceiling R-38 12" Fiberglass Kraft Paper DO NOT -For simple span is loot minlmum) uniformly loaded Joists meeting SHOE HOW TO USE THESE CHARTS ther simple apo of foot murrent literature,one mazlmum N Botts interior side 21 Main Street I. Determine the hole shape (round, square or rectangular) and select the approprlake chart - A or B. GUT OR NOTCHrequirements 2. Under HOLE SIZE, locate the column which meets or exceeds that size of Molle you require. PLAN6E size round hole may Be located at the center o! the joist pan provided C Vaulted Ceiling R-30c 8" Fiberglass Kraft Paper Stony Brook, . 11790 5. Use the firs} two columns to Identify the Joist series and depth being used In your floor or roof system. no other holes cu In the loaf Do NOT cut Into foist fiancee when [ (2x10 rafters) Batts interior side phone (631)686-6585 4. Scan right across the row until you Intersect the column el contains the hole size you selected. eulkting out web. of typical axterior Vaulted Ceiling R-19 5-1/2" Fiberglass Kraft Paper The value shown Is the required minimum distance from edge of the hole to the Inside face of the nearest support. Detail partition intersection (2x8 rafters) Batts interior side fax (631)686-6786 V email MMacrina@optonline.net not to scale web MMArchitectpc.com CHART A - ROUND HOLES CHART 5 - SQUARE OR RECTANGULAR HOLES MINIMUM DISTANCE FROM INSIDE FACE OF ANY SUPPORT TO NEAREST EDGE OF HOLE MINIMUM DISTANCE FROM INSIDE FADE Ofe ANY SUPPORT TcP NEAREST EDGE OF HOLE FILLER BLOCK These pions are an Instrument of service and are the exclusive property of the architect ROUND HOLE SIZE SQUARE OR REIGTANEaULAR HOLE SIZE Air Sealing Required: (sect.402.4.1 ofthe20lO energy conservation code of NYS) Intringementa of the concept a and design Depth Depth I sea presented an these drawings shall be 12-3/4 2" 5" 4" 5" b" 954/4' T' W bw/b• 9" 10" 10-3/4' 12" 12-5/4 The building thermal envelope shall be durably sealed to limit infiltration.The sealing methods between dissimilar materials shall allow prosecuted to the fullest extent of me law. ONE tfid for di ferenfial expansion and contraction.The following shall be caulked,gasketed,weathershipped or otherwise sealed with an air rights Copyright reserved, Michael of the Architect. All I50 I'-O" I'-b" 3'-O" 5'-O" b'-6" T'-b" ISO I'-O" 2'-O" 4'-O" b'-0' b'-b" 6'-b" TO FILLER rights arced wit no part of the plans may be 9-I/2" BLOCK THREE 1fid battler material,suitable flim or solid material. reproduced without the expresses written consent of the architect. 250 I'-O" 2'-b" 4'-0" 5'-b" T'-b" b'-O' 250 I'-O" 2'-b" 4'-6" b'-b" T'-O" T'-O _ TO FILLER 250 I'-O" 1'-b" 2'-0 W-O" T-b" T-b" 6 8'-6" 9'-O" BLOCK • all joints,seams and penetrations • rim joistjunclions 150 I'-O" I'-0" 1'-O" 2'_0 3'-O" 3'-b" 5'-O" T'-O" b'-b' I50 I'-0" I'-O' 2'-O' 4'-O" b'-b" T'-b 310 I'-O" 2'-b" 4'-O" 5'-b' T'-b" b'-6" 9'-O" 9-O 9 • site built windows,doors and skylights • sill plates and headers 250 1'-0" 1'-0" 2'-0" 5'-O" W-b" 5'-0" 111 b'-0" 9'-O" II-T/b" 16d 550 1'-0" 2'-0" 5'-0" 4'-b" 5'-6" &'-O" T'-O" 9'-O" 10'-O' W-b" 9'-b' • openings between window and door assemblies nam plastic t spray nam applied o on shall e STAGGERED permitted to be sprayapplied to a sill plate, header, 550 I'-O° I'-b" 3'-O" 4'-b" 6'-O" 6'-b" T'-b" Ll 10'-b' 550 3'-O" 4'-b" b'-O" T'-b" 9'-O" 9'-b" 9'-b" 10'-O' IO'-b' 12"O.C. • and their respective jambs and framing VERTICAL utility penetrations and e r joists without the thermal barrier as specified 250 I'-O" I'-O" 250 I'-O" I'-O" I'-6" 3'-b' 6'-0" b'-b" b'-O"' 10'-0 10'-6' 10'-6' II'-O' 12'-O' Int a residential code o ,seat. subject • dropped ceilings or chases adjacent to the to all of the followings. ;p^ 550 I'-O" I'-O" I'-O" I'-b" 3'-O" 3'-b" 4'-b" b'-O" T-O" 8'-O" 9'-b" 11'-o" 14" 350 1'-0" 1'-O" 2'-6" 4'-b" b'-6" T-O" 9'-0" 10'-6' 10'-b' 11'-0" 11'-b' @'-O' thermal envelope 550 I'-O" I'-O" I'-O" 2'-b" 4'-0" 4'-b" 5'-b" T'-6" 12'-O' 550 I'-b" 5'-0" 4'-6" b'-be b'-O' b'-6" lo'-O" II'-b" II'-b" 12'-0' 12'-6" 13'-0' : knee walls g garage m of the Foam • the maximum thickness THREE 16d plastic shall be 3 1l4" 250 I'-O" I'-O" I'-O" I'-O" I'-O" I'-O" I'-O" I'-b" 5'-O" b'-b" 9'-O" I'-O" 250 1'-0" 1'-0" 1'-O" I'-o" 1'-b" 2'-0" W-O"' b'-b" 8'-b" 8'-b" A'-b" l0'-O' 11'-O" 111-6., TO FILLER ells and ceilings separating a ora a fro • the density of the foam plastic shall 10d TOE- • conditioned spaces be in the range of 0.5 to 2.0 pounds Ib" 350 I'-O" I'-O" I'-O" I'-O" I'-O" I'-O" I'-b" 3'-O" 4'-0' 5'-0" b'-b" W-O" 10'-b' 12'-b" Ib" 550 1'-O' 1'-O" I'-O" I'-O" 5'-O" 3'-b" 5'-6" b'-O" 10'-O' 10'-O II'-O" II'$" 12'-6" 15'-0' BLOCK NAILED behind tubs and showers on exterior walls per cubic foot 550 I'-o' I'-O" I'-O" I'-o" 2'-O' 2'-b" 3'-6" 5'-O" T-O" 8'-b" Io'-O 12'-0' 13'-6" -Rectangular a5o ales basad on measuremenkTo�longeest9sldau ll'-b" 13'-0" 13'-O' 13'-b" 14'-0' IS'-O" 15'-b" TO SOLE • common walls between dwelling units • The foam plastic shall have flame g SHOE • attic access openings spread index of 25 or less and an • other sources of infiltration accompanying smoke developed index of 450 or less when tested in accordance with ASTM E84 Load bearing or shear wall above CONNECTION OF MULTIPLE PIECES W Web Stiffener Size must Stack over wall below OF TOP-LOADED BEAMS tm 1yv" )i"x 2%6'minimum of typical ( ) a , „ Detail exterior corner post RPS28 MSTC52 t/a"Width Pieces: Is/4. / x 2�y"minimum • Minimum of 3 rows 10d(3"x 0.128")nails at 12"a.c. w 2&" Y4"x2%a'minimum not to scale *.,dl g panel a Minimum of 4 rows 10d(3"x 0.128" nails at 12"a.c. for 14"and deeper beams ) 2%6' 1/e"x 25/6'minimum 2x4 minimum • If using 12d(3Y4")or larger nails,the number 2Yz" 1"x 2s/s'minimum squash blocks of nailing rows may be reduced by one. 3%' 2x4 Dates : 3Yz"Width Pieces: 10-8-13 Issued for Construction WEB STIFFENER ATTACHMEENT NOteS:Y6 • Minimum of 2 rows YL'bolts at 60 :: 1. Sheathing As Part Of Shearwall Segment (SW.S.) Where Notes On ATER OR E PIPE 24"a.c.staggered rrminimum RIDGE Floor Plan, Shall Be Continuous From Sill To Top (Plate Or Adequately lh Lead must be implied a..aw seems mum 244'"maximum Blocked At Joints. 8d Common Nails ® 6"oc Edge And Field.reeam.idm mmemiee,see eaaaemonaroraaelsaa.a acerae )y" r Additional nailing or bolting may be Three Bd(2Y,")box nails, 11 2. Hold Down Required At All 4 Corners Of Structure Unless Otherwise m Blocking under required with side loaded multiple-member clinched ATTIC Noted. - ss1.s beams.Refer to current product literature. (Three 16d(3Ys")box I nails at Ns1 ve be Load-bearing wall „� 3Y"TJI•joist flange widths) f Design h } Cason Length i c / m ����� Web stiffener each stick. �� Ns1 '" Not To Scalato 1--1 See sizes below. �� \ W Trus Joist rim board i 7 ti w � BLOCKING 2 BAYS , n I �, \ ,U w a or blacking for lateral Tight fit BACK 0 48" o.c. support •�•• O a LSTI-49 Strap when SECOND FLOOR Plywood Sheaathing ;`V V /1� Backer block: Install tight plate is not continuous Web Stiffener 1q'� 1`ri 8d Common Nails ^ \ (III fff� Hss2- s st o to top flange (tight to I I(III II ® em Ede & Field IV /1 J lit - over header I\ II g 1 II I u > bottom flange with face Attachment Detail , ii ` p Ali mount hangere), both 91des 1 \II _Il�i�l -1Giil ii V U Y LINES a of web with single joists. / / - T7 / Not To Scale ) �I Solid Blockiin �'� IIS°-%il--_u a Top of Wall g �I�,I i��� I i HSS23SO515 on.30" BLOCKING 2 BAYS hanger BACK ® 48' o.c. I II VII � jJr II�II NS1-► ELECTRICAL WIRING / FIRST FLOOR i_��L=�1 'Ir 0 R Post(see floor plan) i Hold Down i RNSt �PSPN516Z LOAD BEARING WALL(wlthtVA Ch set `• see plan BEARING FOR DOOR for detail11 All 11 PSPNsaz Msresz No. Date Description Flllor block: Nall with OR WINDOW HEADER BEARING AT WALL ® ^RPS28Z PrOJOC1 : 10-I0d (39 box nails, BLOCKING 2 BAYS cDhoubleblFloor Joist & BACK ® 48" o.c. Plywood Sheathing at Proposed Gable Wall Blocking Dtl . Corner Installation Detail Plumbing , Electrical & HVAC Protection Guards Joist Hanger Detail Addition & not to scale not to scala not to scale Not To Scale Renovation NAILING SCHEDULE `Br : (Wood Frame Construction Manual) NAILING SCHEDULE : Table 3.1 (W.F.C.M.) ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS NOTE. This schedule dotes not include nailing for metal framing straps (see section for strapping and requirements section for rough 01p Notation opening framing rrequirements). Rough A B C D E F All nailing Is a general specification it applies unless noted otherwise. Opening Joint Descripltion No. of Nails Nail Spacing 2'-0" 2 (1) 2x4 1 1 1 1 RtOOF & CEILING FRAMING Michael & 4'-0" 4 (1) 2x4 2 2 2 2 Rafter to Top Plate (tope-nail) (3) Bd common Per Rafter 3'0 6 (2) 2x4 or (1) 2x6 3 3 3 3 Ceiling Joist to Top Platte (toe-null) (3) ad common Per Joist vent ill roof Emily Roof J L (typ, all vents) 8'-0" 8 (2) 2x4 or (1) 2x6 3 3 3 3 Ceiling Joist to Parallel Rafter (face-nail) (6) 16d common Each Lap 10'-0" 10 (2) 2x6 4 4 4 4 Ceiling Joist lops over FPartitions (Face-nail) (2) 16d common Each Lap New 3"0­1avow rl aS Collar Tie to Rafter faece-nail (3) Bd common Each End Bathrm. #3 Vent 12•-0" 12 (2) 2x6 5 s s 5 ( > --I Blocking to Rafter (toe-nail) (2) ad common Each End _ -�� 1240 Inlet Drive r Notations : Rim Board to Rafter (eend-nail) (2) 16d common Each End 2 3"03-0-4I ",s I vent I I M3tIlYUCk, NY A. Number of 8d nails at each end of strappings WALL FRAMING I I vent I I B. Number of sill studs on the flat (does not apply to doors) Top Plate to Top Platei (face-nail) (2) 16d common Per Foot 1-vent 2"0vent Lay. C. Number of full height kin studs at each side of header vent vent g g Top Plates at mtersectl'.ions (face-nail) (4) 16d common Joist-Each Side 3•p 3"0 I Tub 71 vent thru root � vent thru roof W.C. I Town of Southold D. Number of 16d nails end-nailed through adjacent king stud to end Stud to Stud (face-noilll) (2) 16d common 24" a.c. Roof (typ. all vents) ,L iso'E JL (typ. all vents) Shower 2"0 I New of header at each side '� waste Second Fir. Suffolk County Header to Header (faces-nail) 16d common 1fi"a.c. Along Edges E. Number of jack studs at each end of headers (assume double headers) Top Header Bottom Plate tet Stud (end-nail) (2) 16d mammon Per Stud Now Slit—, .3"0 Bathrm. #2 Vent Went F. Number of 16d nails end-nailed through adjacent jack studs to Bottom Plate to Floor Joist, Band Joist, _ 2"0 2.0 I Exisathr g end of stil(s) at each side (does not apply to doors) (2) 16d common Per Foot waste 2"0 3" I--� Drawn By: �rcO RC End Joist, or Blocking ((face-null) =0 Vent ---r Ir waste waste waste 1_ -Bathrm. #1 wdr. 9 J.L. p• M C r T a^mom z"s-1l — __ --__ Pwdr. Rm. arc Rr a FLOOR FRAMING i 2„0 I vent II —r I _ —r�� Checked By: M y ant I r Joist to Sill Top Plate f or Girder (toe-nail) (4) Bd common Per Joist I vent I Laundry II I I , I I M.A. Y air p EXISt'g I s;6k I I I r Bridging to Joist toe-mail (2) Bd common Each End �2"0 Lay. I Room brask I Lay. I I Lay. sq y0 g g ( > Kitchen T NkV1 Blocking to Joist (tae--nail) (2) ad common Each End I I vent e Blocking to Sill or Top Plate (toe-nail) (3) 16d common Each Black New Shower :2"0 ly ,WM DW Shower Ledger Strip to Beam ((face-noil) (3) 16d common Each Joist First Flt. was e Sheet Title : Joist to Ledger to Beaman (toe-nail) (3) 8d common Per Joist I _ 4"0� F.A.I. A Band Joist to Joist (emd-nail) (3) 16d common Per Joist 2"0 Framing Details Bond Joist to Sill or Tiop Plate (tae-nail) (2) 16d common Per Foot \\ waste wa is waste 09 ROOF SHEATHING ` Cellar - Insulation Sch. Structural Panels (see zone diagram) \� 3"0 waste C.O. Stock A PLUMBING NOTES: D - B ImteriorZone Bdcommon 12" o.c. 1. All plumbing work to be installed in strict - Plumbing Riser C 0 Ex. 4"0 Waste Line Peerimeter Zone Bd common 6" o.c. Existing \' To Approved House Trap Ex. 4"0 Waste Une 1/4" pitch accordance with all state and local codes. Gabble Wall Edge Zone Bd common 4" o.c. Sanitary System X. 4"0 Waste Line 1/4• patch 2. All Soil Plumbing Lines which need to run CEILING SHEATHING 1/4" pitch Perpendicular to Floor Joists shall be located Cellar Fir. as close as possible to Center Joist Span E Gypsum Wollboord 5d coolers 7" Edge / to" Field to maintain structural integrity ofjoists. WALL SHEATHING 3. Materials for water supply&distribution systems, Project: Jab No.: Ci per tables P2904.4.1, P2904.5 & P2904.6 Kavourias 0816 Structural Panels Bd common 6" Edge / 12” Fleld Plumbing I R i se r Dia g ram 4. Materials for drains, waste. &vents, Scale: File Name: Gypsum Wallboard 5d coolers T Edge / 10" Held per tables P3002.1 & P3111.3. As Noted 0816-Constrn A F FLOOR SHEATHING (Subfloor) not to scala S. All vertical stacks are to be cast-iron or PVC. Structural Panels 6. All Vents thru roof are to be 3"0 PVC with flashing. Sheet Number: 1"" or Less Bd common 6" Edge / 12" neld 7. All exterior hose bibbs are to be frost-proof type. Gnreater than 1' 10d common 6" Edge / s^ Field NOTE. Maximum wall heeight for 110/ 120 mph zone, exposure B & spacing 0 16" o.c. A= 10 is 14 feet, see pplan for additional specification if applicable. opening framing requirements). Michael Macrina Architect , Install Rafter to Rafter P.C., A.I.A. Strapping over Ridge(S7) for all new Roof Refers a 2"z12" r--" 12 Ridge Board 12 top of ridge � N \ 2"x10`R.R. d' 12" 2"x12"Rat at 16"oc 2"x12"Flat 12" n oh valley sleeper valley sleeper oh 2"x10"R.R.at 16"oc / Roof Cricket 21 Main Street Stony Brook, N.Y. 11790 \ ���� - , r� r� , gy, rte, ,g1, , rC✓v' r� r� r� ?MW M 27311 �,i `'m — Install Rafter to Rafter _ __ second floor plate phone (631)686-6585 New 2"x8"C.J. Strapping over Ridge(51) fax 631 686-6786 at 16"oc for all new Raaf Rafters ( ) ema \\\ s 2"x12"RidgeBoard web ll MMArch'ReGtpc.cohe.net❑� C :1eG New New Loft 2"X8"R.R.at 16"oG These plans are an Instrument of service and Bedroom #1 e ` are the xduslve architect. m o 5 1 2 Infringements of the property stand design s shall be h m Copyright 2006ms.as.tind to th Michael'Macrlideas presented on these oa Architeof the ct. All 4 , / 2"x10"R R. New 2"x10"ledger board s N rights reserved, no port of the plans may be at 16"oc 20' g 5 New 9Yz"TJI 230 F.J. ❑�� reproduced without the expresses written to be secured to each wall a[16"oc LIconsent of the architect. stud c tag die.x o lag bolts 20" stand floor subflr. oh 'O1m at 16"oc staggered fop 8 bottom _ —- - -____ _ / Low porch beam — at 2"x8"C.J. first Floor plate ` f 16"oc(18'length) _ Existing C.J. framing new F.J. (see first Ra plan) to remain over(2)2"x4"plate 1 12" �p p over existing C.J. ® oh New Exist'g - Exist'9 ] [ �FILIF Living Existing Bedroom #2 V � � E Laundry Rm. o Room Bedroom #3 " - Decking _—_ __ first Floor subflr. Low beam 2"x6"P.T. F.J. Existing F.J. (see plan) at 16"oc(6') to remain i — I Dates New porch pier (see fnd'n plan) Section thru master bath, loft, living rofom. Bedroom iI 8. Bedroom 42 10-8-13 Issued for Construction 1/4,. — 1 ._0., 12 9® , Ice&Watershield Undedayment Roof Rafter 1/2"CDX Plywood roof sheathing 12 `i Simpson'H . A Lead Coated Copper +7 Standing Seam Roof " 00 16" overhang _ 5"Half-Round Gutter "' 15" (rafter tail) 1"x6"'Azek'Fascla No. Date Description 'Azek'3-1/2"wide bead-board Crown Moulding Install Rafterto Rafter soffit(typical) 'Azek'6"profile Strapping over Ridge(St) Project r for all new Roof Rafters align Frieze Bitwith 2'x12"Bo Proposed align bottom with - Michael Macrina Architect , Install Rafter to Rafter O P.C., A.I.A. Strapping over Ridge(S1) I/VJ for all new Roof Rafters d 2"z12" top of ride IL New 2"x10"R.R. Ridge Board 12 Install Rafter to Ratter at 16"ac(18'length) Strapping El over Ridge(S1) —_ for all new Roof Rafters 20' 2"x10"R.R. New 1s31ex14"Ivl oh % at 16"oc(14'length) Ridge Board 1 2 2"x4"Collar Ties New 2"x10"R R Install Rafter to Plate 2 2 m ( g ) at 16"oc(18'length) to Stud Strapping(S2) 3.5 ®3 rJ Install Rafter to Rafter o at 32"oc 10'len th 21 Main Street 12" 2"10"R.R. Strapping over Ridge(S1) Attic Stony Brook, N.Y. 11790 for all new Roof Rafters Install Rafter to Plate oh at 16"oc(14'length) s „ o z New 2"x8"C.J. ` " Rid a Board n g _� at 16"oc 16'Ian th 'oc 12'len th - to Stud Stra --- \\�� \ 2 ,,, 9 - _ r- g a116ZI R.R"oc�14'length) second floor plate _ _ _I t , rr�.,y� hef�y ;' y- ) 7:bn} �,y , tern [eco N{, LT7x(7yy- yy PPin9 (S2) phone (631)686-6585 New 1/x14"Ivl _ New 2"x8"C.J. at 16' _ _ fez (631)686-6786 ° email MMacrina@optonline.net dormer plate � � 2 � web MMArchitec[ ccom 2"x10"C.J.at 16"oc; .. (20'length) ,a , '0 2 x10 R.R. + - - Flush beam, - P 'off' _ �e at 16"oc(114'length) 11��� f"( -r window hid ht. _ _ - (see Floor plan) . _ - . i�9' , t I� ew �� 7^.�\ N ` ��-t j, r 6•—B" 12'• Theae plans ore on Instrument of serdce and �o, `o L �— "� ¢ (� x y, - _ on are the exclusive property of the architect y�1 Infringements of the concepts and design �Ci c finished w�p }'"Y --Y 12 x - ' ideas resented on these drawings shall be 1 2"xe"R.R. 3 2"x6"intermediate her, prosecuted to the fullest extent of the law. ®a __ New Loft . ' ) 0 18" �� at 16"oe(22'length) I i - _ Copyright 2006 Michael Macrina Architect. All `1� ` 6•' V \1 .� as ro o rights reserved, no part of the plans may be \ \ c. reproduced without the expressed written i � (3)2^x10" 22. consent of the architect; oh ,I unfinished star. subfir. New 9y"TJI 230 F.J. a late New 14"TJI-560 F J.at 16"1(24'length) y r all memhers to be 2"x8"C.J. second floor subfir. at 16"1(16') 9oro9 ' — - I - wrapped w/poplar at 16"1(14'length) \ Install Raker to Plate New I to be elated \ _ - rr P Low porch beam � . . to Stud Strapping(S2) 5/8"type-x drywall j -- �`I� (see first floor plan) q• 0^ — 12" (see first fir.plan) real Roo New first floor plate Covered cantilever ' 2"x8"P.T. F J.at 1fi"oc 2-1 Landin n r = d o Deck (12'length) ���� joists at 16"oc New mMR . ono m� S (see detail 2 on sht.A-5) Existing // �'� Iis edgeo Garage t Bedrm. #3 I Install Stud to * m o ! 1P---,,1k -t- Rim to Sill 2"x10"P.T.F.J. 2"x10"P.TF.J.Strapping(S10) at 16"1(14'length) at 16"oc(10'length) i — mudroom subfir. to of ind. - - _ - _ V v __ Low Girder OF TJI 230 F.J. Low beam (see plan) first door subfir. 9Y2"TJI 230 F.J. taco (see found'n plan) at Woe,(12') ] ETE at 16"oc(10')'11111FMIAN �1[111 I ' ' -- I _ I I I I I I I I Existing F.J. — li to remain NL New Existing - — Cellar steel column a Cellar beyond I — - — (seefound'nplan) — - - - Poured Concrete Slab (see foundation plan) I 1 st'g foundation Dates . . �TT ' n A� - all and footing 10-8-13 Issued for Construction L----- L---__J l Existing Slab - to remain DSection thru garage, mudroom, great room, 8 covered porch section thru stairs, bedroom 431, and IoR No. Date Description r� Project: Proposed Addition & Install Rafterlo Rafter Strapping over Ridge(Si) Renovation for all new Roof Rafters New 1'/a'x14"Ivl Ridge Board For htstallRSfterT6Raft I , Strapping over Ridge(Sl) LJ� IJLJ _ oh 2"x12" \ = for all new Roof Rafte _ ❑� \\Ridge Board top of ride Install Rafterto Rafter 12 Michael & i � New 2"x10"R.R' Now 2"x10"R.R. __ New 1s/o'x14"Ivl Strapping over Ridge(Sl) at 16"oc(18'length) at 1fi"oc(18'length) ISI Ridge Board for all new Roof Rafters 2"x6"C.J.at 16"oc IIJ 2"x10"R.R. 6 length) at 16"oc(16'lengt ) Emily Install R ther to Plate 1 2 - 2"x6"collar ties a[16"00 2"x10"R.R. N ( g ) Install Strappi Plate nim at 16"oc(18'length) to S[ud trapping(52) 4� to Stud Strapping(S2) tO � 2"x10"R.R. at 16"oc(14'length) r' 2' "Collar Tiesat "oc 16 (14'lenglh) 12' 2"x8"C.J. �j at 32"oc(11 'length) 22" ❑D 12 12 to SInsud Strapping ll Rafter to(Iate S2) n oh as ah taco at 16"oc first floor late — _ KavO ,� ,�,6 ,� ,� 2cP, 1111rte, c�- r� r� � , � 2"x8"R.R. S� z' 9 Install Rafter to Plate "�� � � ' 2"xfi"CJ at 16"oc 1 " - at 16"oc(22'length '`\ [o Stud Strapping(S2) . 1 (9'length) 1240 Inlet Drive I at 16"oc see first floor lam oh / 2"x4"barrel vawy 3 ,, 5/8 - - oh garage rear late 2"x6"C.J.at 10"oc r C.J.at&I P a I n th) A. - Maffituck, NY ( � g (8'length) Low porch beam 2p^ n � ��� , ® ® ® ( p ) ^",type-x. rywall/// _ _ _ �. _ u' unfinished star. subflr. s o P o);- U(tr00 \ / _ ,- m n ^ - 2"x8"C.J. Low arch beameefirstflr.pia _ - Storage \\� New �j — pn m c - o ro at 16"oc(14fength) 2'-2" m 2=-2" (seefirstfloorplan) , :. . :, - - Town Of Southold Low porch beam a _ (see first door plan) ov ® g Suffolk County P m IIILLLJJJIIIIIIL��JIIIIIILLL���III freblockin New : Is 3 2"x19"P.T. F.J. Covered I' 2"x6"P.T.F.J. rot . i I Drawn By b D „ a[16"oc mudroom subfir. E R C at 16 oc El Deck � � J.L. A. r Checked By: Sp N'4 Install Stud to 9Yz'TJI 230 F.J. 2"x10"P . F.J. 2"x10"P.T.F.J. 2"x10"P.T.F.J. 2"x10" P.T.F J Rim to Sill at 16"oc Existing wall to remain at 16"oc(10'length) at 16"oe(14'length) —- - at 16"oc(20'lengfh) at 16"oc( 0'length) - M.A.M g I Strapping(S10) New Y Low beam(see plan) taco taco Poured Concrete Slab - - to of find. �1�TF y B� ADS Cellar (see foundation plan) - I Existing retaining we to remain — — I Ii i i I i i II II = Sheet Title Poured Concrete SlabtE 2'x6"Landing _ Tnrr (see foundation plan) li New deck pier — joists at 16"oc e"P.C. haunch 1 (seefnd'nplan) under wall Sections F Section thru mudroom 8 covered deck Section thru coverted deck S garage stair 1/4== Project: Job No.: Kavourias 0816 Scale: File Name: As Noted 0816-Constrn A Sheet Number A- 12 Michael Macrina ELECTRICAL GENERAL NOTES: Architect , 1. All electrical work shall conform to rules and regulations of the ❑ P.C., A.I.A. National Electric Code, Residential Code of New York State, and Board Of Fre Underwriters, and its referenced standard, NFPA 70-2007. d 2. The Electrical equipment and wiring shall be installed in accordance ❑ with chapters 33 thru 42 of the residential code for new york state. 3. Electrical work to be Fire Underwriters Inspected and approved. 4. All electrical outlets in "wet" areas to be ground fault interrupter (G.F.I.) type. Ground-Fault Circuit-Interrupter Protection. Locations. 1. All bathroom receptacles are to have G.F.C.I, protection. 2. All garage & accessory building receptacles are to have G.F.C.I. protection. 3. All outdoor receptacles are to have G.F.C.I. protection. 21 Main Street 4. All crawl space receptacles are to have G.F.C.I. protection. Stony Brook, N.Y. 11790 5. All unfinished basements receptacles are to have G.F.C.I. protection. 6. All kitchen receptacles that serve countertop surfaces shall have phone (631)686-6585 G.F.C.I. protection. fax (631)686-6786 7. All laundry, utility At bar sink receptacles that are located within Eft. email MMacrina@optonline.net of the outside edge of the sink are to have G.F.C.I. protection. web MMArchitectpc.com 8. Electrically heated floors, hydromassage bathtub, spa & hot tub ------ _ _ locations are to have G.F.C.I. protection. mese plans are an instrument of service and are the exclusive property of the architect. L------ ------------------------ Ideas pments of the concepts inns shall /\� /�� _ - - ______________________________ Ideas resented on these drawings shall be Usoffit HH {CHH Arc-Fault Circuit-Interni ter Protection. prosecuted to the fullest extent of the law. mount _________________ New T I—; Locations. p Copyright 2006: Michael Macrina Architect. All ________ ' 1 rights reserved. no part of the pians may be Covered Porch 1. All branch circuits that supply 120-volt, single-phase, 15 & 20 amp without the expressed written reproducedar °p MR Hit outlets installed in family rooms, dining rooms, living rooms, parlors, consent of the architect. HH libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, FF Q and similar rooms or areas shall be protected by a combination type Storage \ HH O O arc-fault circuit interrupter installed to provide protection of the HH ___ 1 branch circuits. 3 O 1 1 1 1 Single- and Multiple-Station Smoke Alarms. / --__-_-= O mount All smoke alarms shall be listed in accordance with UL 217 & 3 6n HH KH� installed in accordance with the provisions of the R.C.N.Y.S. & ' the household fire warning equipment provisions of NFPA 72. II I Locations. Sing following wg locas ltionatian smoke alarms shall he installed in (11 the 1. In each sleeping room. ------- --- New 2. Outside of each separate sleeping area in the immediate Covered vicinity of the bedrooms. ® HH HH 11 3. On each additional story of the dwelling, including basements GAR New Porch �On HH and cellars but not including crawl spaces and uninhabitable attics. Now In dwellings dwelling units with split levels and without an Gar a intervening door between the adjacent levels, a smoke alarm Bathrm. HIH �� Hinstalled on the upper level shall suffice for the adjacent lower yy / HH HH I level provided that the lower level is less than one full story / #2 HH ___--- �����I���------���III��I below the upper level. m------------------ -r--_-__ - IT When more than one smoke alarm is required to he installed within an �OO individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the 'Wl New alarms in the individual unit. The alarm shall be clearly audible in all HECHT EXACT OWNER New bedrooms over background noise levels with all intervening doors closed. 0 0 Open Deck 9 9 HH Great Room Power Source Dates : yThe required smoke alarms shall receive their primary power from New the building wiring when such wiring is served from a commercial source, 10-8-13 Issued for Construction Mudrm. 1 HH HH I HH HH HHand when primary power is interrupted, shall receive power from a h� 1 �HH �' '� 1 I I battery. Wiring shall be permanent and without a disconnecting switch) other than those required for overcurrent protection. Smoke alarms I shall be permitted to he battery operated when installed In buildings without commercial power or an on-site electrical power system or in or in buildings that undergo repair, alteration, change of occupancy, JI, 4Y I VY 11 addition or relocation in accordance with Appendix J. locate In ceiling locate In ceiling Hit IL r for garage door for garage door I 1 ___________________+--------------------J ❑ Carbon Monoxide Alarms. GFI opener opener I I ICarbon monoxide alarms shall be installed in the following locations: New 1. Carbon Monoxide are required on each level on which sleeping Screened Porch spaces are located, within 15ft of the sleeping area. / OF More than one carbon monoxide alarm shall he provided ��� T �—� HH HH where necessary to assure that sleeping area oa story HHc is more than 15ft. away from a carbon monoxide alarm.arm. NH HH HH 2 On any story where a fuel-fired appliances and equipment, Newj I solid-fuel burning appliances and equipment,Dining Room fireplaces or attached garages are located. OInterconnection of Carbon Monoxide Alarms & Detectors. .�} When more than one carbon monoxide alaor detector is required to T HH O NH When be installed within an individual dwelling unit or sleeping area, the ; pendant __ ______ _ O I alarm devices shall be interconnected in such a manner that the actuation r- _-____ _-_-_-_-___ _ _____ __ ________] of one alarm will activate all of the alarms in the individual unit. L The alarm shall beCclearly audible in all bedrooms over background noise levels with all intervening doors closed. No. Data Description I RH I /,,electricic HIH0H HH HH Er�uipment. Project Carbon Monoxide alarms shall he listed, labeled as complying with UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed & labeled as complying with UL2075 and shall meet the sensitivity testinlg Proposed rovide E.P.Cil ok in cellar. and alarm thresholds of UL2034 or CSA 6.19. Carbon Monoxide alormsi, 3 detectors and alarm control units shall be installed in accordance Addition & -- with the R.C.N.Y.S. and the manufacturers installation instructions. ___--___ New 3 7 -o _ L---------- existing electric panelPower \ /� _-L , AR44- , Carbon Monoxide Renovation Uncovered ; ; \ � \/ ; HH Carbon Monoxide alarms, detectors & alarm control units to which the) HH + detectors are connected shall receive their primary ower from the building) Deck HIN NBW wiring, and shall be equipped with a battery backup system that Foyer Existing Existingµ 1 automatically provides power from one or more batteries when primary I Ak Bedroom #4 power is interrupted. Wring sahll be permanent and without a Or HH I I Kitchen Exist' ------ ly // disconnecting switch other than those required for aver current protection. (no electric work to be performed)(no electric work to be perfomled) Bathrm.�t It Disconnect for / 1 __________ each unit /'� ___- - -_ __ max. 60 amp) I 7C, ----- --- ( Michael AJC JS\ HH - - ____—_ _ CHH -- Emily �t ____________ - -- --- wait Exist'g Pwdr Rm. M New =____--- ------- 3 HH M HH / J LEGEND : NOTES : Kayourlas Covered HH /�I Porch AHB �• u � �� INDICATES PHONE JACK Tphone 1.WHITE DECORA RECEPTACLES B SWITCHES { INDICATES CABLE JACK N 1240 Inlet Drive T I I 2. CONTRACTOR TO CONSULT W/OWNER Mattituck, NY HH PRIOR TO INSTALLATION,REGARDING ANY INDICATES DUPLEX RECEPTACLE 1 1 ADDITIONAL EXTERIOR MOTION DETECTOR &FLOOD LIGHT LOCATIONS. Existing INDICATES QUAD RECEPTACLE 3.CONTRACTOR TO CONSULT W/OWNER GFl 11 Living Room ® Existing gp INDICATES RECESSED CLG. LIGHT -CHH PRIOR TO INSTALLATION,ANY ADDITIONAL Town of Southold x 1 xH 11 FIXTUREAND (no electric work to be performed) Bedroom #3 REQUIREMENT A DLOC TIONS. NE Suffolk County INDICATES SURFACE MOUNTED CLG. SSM REQUIREMENTS AND LOCATIONS. New (no 'electricworktobeperfometl) UGHT FIXTURE 1 4.ALL OUTLETS TO 8E LOCATED 18"AFF II �xx Laundry Rm. ; 11 INDICATES PULL-CHAIN CLG. LIGHT SPC Drawn By: aE Alit, Existing FIXTURE S.ALL SWITCHES ARE TO BE ON DIMMERS. J .L.��V M INDICATES KEYLESS CLG. LIGHT *KL Bedroom #2 FIXTUREChecked By: v p 6.ALL PENDANT,SURFACE MOUNTED OR __________________________ (no electric work to be performed) WP WATER-PROOF LIGHT FIXTURE CHANDELIER LIGHT FIXTURES ARE TO BE _______ ------------------------- 1 INDICATES . - M. I SUPPLIED BY OWNER&INSTALLED BY �- ; ; CONTRACTOR. INDICATES WALL MOUNTED LIGHT _$ A'y7• 1 0 1'• FIXTURE 7.ALL HIGH HAT LIGHT FIXTURES ARE TO BE ,ye`K SUPPLIED BY CONTRACTOR. I INDICATES JAMB SWITCH JS L _______ � TYPICAL:HIGH HATS ARE TO BE HALO. Sheet Title INDICATES SWITCH $ B. CONTRACTOR TO PROVIDE&INSTALL INDICATES 3—WAY SWITCH $3 (2)GFI RECEPTACLES IN NEW CELLAR. Electrical TO BE PLACED AT 48"ABOVE SLAB. INDICATES 4-WAY SWITCH $4 9.CONTRACTOR TO PROVIDE&INSTALL INDICATES EXHAUST FAN (100 c.f.m.) EF (4)KEYLESS LIGHT FIXTURES LOCATED THROUGHOUT ATTIC SPACE WITH (1) INDICATES SMOKE DETECTOR SWITCH LOCATED IN ATTIC ABOVE STAIR. gp E POWER First Floor Electrical Plan 10.CONTRACTOR SECURITY SYSTEM, IDCATION INDICATES CARBON MONOXIDE © FOR SECURIN SYSTEM, LOCATION TO DETECTOR BE DETERMINED. INDICATES CEILING FAN O0 O 11. CONTRACTOR TO PROVIDE POWER W/UGHT Q Q FOR NEW AIR HANDLERS,ONE IN ATTIC INDICATES FLOURESCENT ABOVE &THE OTHER IN UPPER Protect: Jab No.: plan north LIGHT FIXTURE ATTIC OVERVER SECOND SECOND FLOOR. Kavourias 0816 INDICATES UNDER CABINET Scale: File Name: LIGHTING As Noted 0816-Constrn A WALL MOUNT MOTION FLOOD LIGHT I7K Sheet Number SOFFIT MOUNT MOTION FLOOD LIGHT C* Eml Michael Macrina Architect , ❑ P.C., A.I.A. 21 Main Street Stony Brook, N.Y. 11790 phone (631)686-6585 fax (631)686-6786 email MMacrina@optonline.net web MMArchitectpc.com These plans are an instrument of service and l are the exclusive property of the a chite.t. Infringements of the concepts and design ideas presented on these drawings shall be L -- prosecuted to the fullest extent of the law. --——————————————————————————————— Copyright 2006: Michael MIArchitect. All rights reserved, no part of the plans may be �_-------- ------ r------------------ reproduced without the expressed written I � consent of the architect. HH,r, trT I I I I I I I I II II II ; I I II I II ; I 1 ; II III II � II II II I I II II II ; I II II � I I li 11 11 _J L -- II I I I I I ' � I I I I 1\ —1 II I - II I I II Ij II 1 I II II I I III II I I I II I I II II I I 1 II II I � I I II i KL� i li II l II 1 I Ij II II 1 � II II II � II II II I � II II II I I � I II I II II II I I II I � II II II NewII I , II II Unfinished Stora e ! Dates : II KLIV 10-8-13 Issued for Construction II I I II II 11 I II II I II II II I I II II II I I II II II I I II II II I 1 ' II II I I II II II I I II II II I I II II II I I II II II I I II II � I III 11 IIII I I I II II I I II II II I I 11 II II KL II II II I II I I II II II I II I I II II II I I _ 11 II r — l 1 1 I 1 I I I I II I II I II I I II � II � I II I I SII I 'I II II 11 II II II II II II II II 11 II II II II III II II II II i No. Dais Description II Ii II li Project: I II II II electricradiant heat in new bathroom#3. II1 Proposed Addition & ----------------------- r ------------ L --------- --- --------,I Renovation New RaiseC ;'' {� ® III Q"" HH Sitting Room THH "" III I a h rn #3 Walk In — ----------- F01 0 w/light Closet ----- KH 0 0 - III� IIIIIIliI �rIII III ` II 11I I ❑ I U HH Michael & "------t ---------------- Emily ------------ Kavourias II Unfinished D O Phan SD SD Attic provide(1)switch 1240 Inlet Drive {� {� HH CM HH to(2)keyless light fixtures Mattituck, NY III III THH Q THH New Roof Deck Doi New Loft p Town of Southold I I I p 1 I " Suffolk County I I I I I I II II II � J*\ ,\\, New Bedroom #1 Hit! CHH j Drawn By V. qCy 1 1HH 1 1 F,R I I � HH J.L. 4 P• MA\ c I V 1 I � iI sr 1g6 t0 Balcony 4 SFJ II 1 II II II li Sheet Title 11 II II II II II -------------- Electrical ------------- Second Floor Electrical Plan 114" = 1 '—O•• TProject: Job No. : plan north Kavourias 0816 Scale: File Name: As Noted 0816-Constrn A Sheet Number E = 2