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Home My WebLink About43332-Z %afFO(,fcoGy Town of Southold 12/11/2020 P.O.Box 1179 o • 53095 Main Rd 4A o�' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41681 Date: 12/11/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4805 Alvahs Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 101.-2-22.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/11/2018 pursuant to which Building Permit No. 43332 dated 12/19/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement and covered porches as applied for per ZBA 7133, dated 2/15/2018. The certificate is issued to Cacioppo Living Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0122 12/1/2020 ELECTRICAL CERTIFICATE NO. 43332 8/20/2020 PLUMBERS CERTIFICATION DATED 9/2/2019 e ' Witt ri z 7ignature �ao�SU nt�-CyTOWN OF SOUTHOLD BUILDING DEPARTMENT 0 TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43332 Date: 12/19/2018 Permission is hereby granted to: Cacioppo Living Trust 720 Second St New Suffolk, NY 11956 To: demolish an existing single family dwelling and construct a new single family dwelling as applied for per ZBA and SCHD approvals. At premises located at: 4805 Alvahs Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 101.-2-22.1 Pursuant to application dated 12/12/2018 and approved by the Building Inspector. To expire on 6/19/2020. Fees: DEMOLITION $449.20 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,016.40 ._TAal;--, $3,465.60 �'. !l Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For neve building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 11/29/18 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 4805 Alvah's Lane, Cutchogue House No. Street Hamlet Owner or Owners of Property: Cacioppo Living Trust Suffolk County Tax Map No 1000, Section 101 Block 02 Lot 22.1 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ T � Applicant Signature � CONSENT TO INSPECTION Paul Cacioppo, Cacioppo Living Trust ,the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned (is) (are)the owner(s) of the premises in the Town of Southold, located at 4805 Alvah's Lane, Cutchogue , which is shown and designated on the Suffolk County Tax Map as District 1000, Section 101 , Block 2 , Lot 22.1 That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: Demolition and Construciton of New Dwelling & In-Ground Swimming Pool That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: 11/29/18 (Signature) Paul Cacioppo, Cacioppo L ving Trust (Print Name) (Signature) (Print Name) oF so��®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlinCc)-town.southold.ny.us Southold,NY 11971-0959 et' COW, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Cacioppo Living Trust Address: 4805 Alvahs Ln city Cutchogue st: NY zip: 11935 Building Permit#. 43332 Section: 101 Block- 2 Lot: 22.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 80 Ceiling Fixtures 25 Bath Exhaust Fan 6 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 15 Smoke Detectors 3 Main Panel 200X2 A/C Condenser 3 Single Recpt 3 Recessed Fixtures 17 CO2 Detectors Sub Panel A/C Blower 3 Range Recpt Gas Ceding Fan 7 Combo Smoke/CO 7 Transformer UC Lights 15' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 7Q 4'LED Exit Fixtures Pump 11 Other Equipment Central Vac, DW-2, Hood, Gas Oven, Fridge-2, Mini Fridge, Electric Floor Heat, W/D Notes. Service and Wiring of Whole House Inspector Signature: S- :2 _ Date: August 20, 2020 S.Devlin-Cert Electrical Compliance Form As Town Hall Annex 1� Telephone(631)765-1802 54375 Main Road , Fax(631)765-9502 P.O.Box 1179 G - Southold,NY 11971-0959 BUILDING DEPARTMENT ; J r ._ TOWN OF SOUTHOLD DEC 2020 CER T I-F LCA T-I-O N- es'i 7 Date. 3 - Building Permit No. j Owner: _ ' -(Please print) t � (Please print) i I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. -- - - m -Wrs Signature) _ - a Swom to before me this i day of 20� i � 10319 Ajnr'seaidxg uolsslww0t) CJf4Uno6)IIounS `mvmvow-oN 1 )IaoA m9N;o 93e3S`oilgnd A A040M Notary Public, County, eipueleo e!014ed - -- - I i r i I - f oF souryo� TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1801 b INSPECTION [ 'FOUNDATION IST /✓P [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: rA/�I, i w� "- v2 �✓ , Dl �fi. hS44VI- f ws, o —CdPre' . r ti t DATE INSPECTOR SOUIyo h0 'o TOWN OF SOUTHOLD BUILDING DEPT. u 765-1802 INSPECTION [ ] 'FOUNDATION 1ST [ ] ROUGH PLSG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK ni D KAI& _V- DATE DOI' INSPECTOR %,e Al, OE SOUIyOIo # TOWW OF SOUTHOLD BUILDING DEPT. °ycou765-1802 INSPECTION [ F1ST [ ] ROUGH PLBG. [ ] KOUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI ON ] CAULKING REMARKS: ®ic-v-� t S DATE 11D INSPECTOR okp e so o ulyolo # # TOWN_OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPEC ICN [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE ARKS: tr"A vv ovi �v L DATE INSPECTOR ho�aa SOUTyo� * TOWN .OF SOUTHOLD BUILDING DEPT. ^ourm,��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [X ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OE SOUIyo<o Li ✓ 1 f TOWN OF SOUTHOLD BUILDING DEPT. n �y�ourrn ' 765-1802 INSPECTION [ ] FOUNDATION 1ST' [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] "FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [A ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R&Vsw REMARKS: /A, I �m 0� 1 4 WatsAfr -t 7-Dr-v c t—o t jq DATE INSPECTOR 333 OP souryO # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL AID f ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O &vhv� /� / REMARKS: i v-.S v cow DATE INSPECTOR OF SO(/Th°!o # # TOWN OF SOUTHOLD BUILDING- DEPT. cou765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLRG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] - FIRE RESISTANT CONSTRUCTION [ ] FIRE,RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: ovVr_ I MtOn- 7T� VA ol 045 S DATE 'L?/ INSPECTOR Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 4805 Alvah's Lane, Cutchogue Test Date 6/2/2020 BuildingPermit#: 43332 -- "" `� '�V`° , r r_Compliance Pathway Performance Test Completed by: Christopher Silvia G DEC 8 2020 RI SNET Rater ID# 4150294 Home Energy Solutions'J �- -' NATE ID# 187 East Main Street - ICC ID# Huntington,NY-11743 BPI# 631-673-0664 'ia,:' ,,i Building Envelope Tightness Volume Calculation : Check if: Floor Area Height Volume ❑ Conditioned Basement Basement ❑ Conditioned Crawl Space 1St 2593 24893 ❑ Sealed Attic 2nd 1393 12676 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 0 area includes area where the ceiling height is less than 5 Total Volume 37569 CFM @50 pa 18751 Air changes/hr50 a 2.99 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Front Duct Location Basement -------------------------- Floor Area 1583 Leakage CFM @ 25pa 62 CFM/100 ftz CFA 3.92 Code Compliance: Pass System-2: 1st Floor Rear Duct Location Basement -------------------------- Floor Area 1010 Leakage CFM @ 25pa 40 CFM/100 ftZ CFA 3.96 Code Compliance:F Pass System-3: 2nd Floor Duct Location Attic •------------------------- Floor Area 1393 Leakage CFM @ 25pa 55 CFM/100 ftz CFA 3.95 Code Compliance: Pass Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by,#ie 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: '��✓ �f Date: 6/2/2020 Christopher Silvia,Home Energy Solutions MENMom • • . • • • r r WK FOUNDATION (IST) --------------------------------- 'FOUNDATION (2ND) 1/2-3r7l,NMI A1C' ROUGH FRAMING PLUMBING fC. .. Vpw t7� - ► 112 m INSULATION PER 8TATE ENERGY CODE TA ADDITIONAL COMMENTS • t v BOARD MEMBERS 0�s�UrSouthold Town Hall Leslie Kan.es Weisman,Chairperson 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora � � C?�fice � ac tion: Eric Dantes cn Tbwn Annex/First Floor,Capital One Bank Gerard P.Goehringer s 54375 Main Road(at Youngs Avenue) Nicholas Planamento l�Cd Southold,NY 11971 httpJ/southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD W.(631)_ 765-1849-Fax(631)765-90M RE E1VED -�- 9:5q FINDINGS,DELIBERATIONS AND DETERMINATION MXETIPIG OF FEBRUARY 15,2018 fE 8 2 2 2018 ZBA FILE: #7133 NAME OF APPLICANT: Caeioppo Living Trust uthotd Tawe Clerk PROPERTY LOCATION: 4805 Alvah's Lane,Cutchogue,NY 11935 SCTM: 1000-101-02-22.1 SEORA DETERMINATION The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type R category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: 'This application was referred as required under the Suffolk County Administrative Code-Sections A 14-14°to 23, and the Suffolk County Department of Planning issued its reply dated November 28,2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact LWRP DETERMINATION: The relief, permit,,or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTSMSCRIPTION: The subject rectangular parcel, located in the Agricultural Conservation Zoning District consists of a conforming two-acre,87,120 square feet residentially developed lot measuring 303.91 feet along Alvah's Lane with a,southern lot lime measuring 303.75 feet along an adjacent residence, then running 302.52 feet north along an agricultural field also owned by the applicant,.then running east 275.44 feet along the same agricultural field. The adjacent, 226,691 square feet or 5.2041 acre agricultural field to the north and west, owned by the applicant, has 173.33 feet on Alvah's Lane with a shared lot line to the north of the applicant's residential lot'running 275.44 feet then turning south 302.52 feet along the western portion of the subject residence, then running 233 feet west along an agricultural field to south with an additional 140.16 feet northwest,creating the southern lot line,before turning north 458.93 feet creating the western lot line,then running east,654.91 feet along the Long Island.Rail Road to Alvah's Lane,creating the northern lot line. The subject property is developed with a 2-story frame house and concrete patio accessed via a stone driveway along with other improvements including a frame garage, frame chicken coop,frame shed and large frame barn as depicted on the survey prepared by John C. Ehlers,Land Surveyor,last revised August 24,2016. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; and the Building Inspector's October 24, 2017, Notice of Disapproval based on an application for a building permit to demolish an existing single family dwelling and construct a new single family dwelling and construct an in-ground swimming pool, at; 1) existing frame barn located in other than the code required rear yard; 2) existing frame garage located in other than the code required rear yard; 3)existing frame chicken coop located in other than the code required rear yard; A Page 2, Februafy 15, 2018 #7133, Cacioppo SCTM No. 1000-101-2-22.1 4) proposed in-ground swimming pool located in other than the code required rear yard; located at: 4805 Alvah's Lane,Cutchogue,NY. SCTM#1000-101-2-22.1. RELIEF REQUESTED: The applicant requests variances to construct a two-story, wood-frame single family residence with covered porches,after demolishing the existing house,siting the newly constructed home 129.7 feet back from Alvah's Lane thereby placing the existing accessory frame garage in the front yard, and he existing accessory frame chicken coop and the existing accessory frame barn in the side yard. The applicant also proposes the addition of an 18 feet by 32 feet in ground swimming pool in a side yard, where the Town Code requires all accessory structures to be located in the rear yard. ADDITIONAL INFORMATION:The applicant owns the adjacent 226,691 square feet,5.2 acre fallow agricultural field, SCTM 91000-101-2-22.2 to the north and west; ,this field, once one lot with the subject residence, is encumbered by a Town of Southold Development Rights Easement, restricting residential development and limits its use purely to agriculture. No immediate neighbor or member of the public spoke for or against this application. The builder represented the-applicant during the public hearing and provided as follow upon February 2,2018 two granted variances for similar applications: Zoning.Board of Appeals file #5048 and #5130. Additionally, the applicant's representative illustrated the proposed improvements will increase the existing lot coverage by 3,232 square feet from 5,518 square feet to 8,750 square feet for a total lot coverage of 10%,well under the permitted lot coverage for the Agricultural Conservation zone. SGS OF FACT/REASONS FOR BOARD ACT10N: The Zoning Board of Appeals held a public hearing on this application on February 1,2018 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law L267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in-the character of the neighborhood or a detriment to nearby properties. Alvah's Lane is a secondary road linking Main Road,where it originates, to the south with County Road 48 aka North Road to the north, continuing to Oregon Road where it terminates. The streetscape is characterized by open farm fields and vineyards, many of which are preserved limiting residential development. The intensive use of the Long Island Rail Road abutting the subject property to the north creates a substantial nuisance that is>detrimental to the rural and bucolic character of the area and residences. Within the immediate vicinity of;the applicant's ptoperty, homes are set far apart with limited screening and tend to be older residences or ,korking farm properties constructed prior to current zoning and featuring one or more accessory structures in a variety of locations. These structures appear to be non-conforming to current zoning, possibly.4eveloped over time and characteristic of an agricultural community. Area residences take advantage of the open sp ;and views. Moreover,the applicant's existing structures, including an accessory garage, frame chicken coop;- barn have been located on the site for many years, visible from the road, without issue or complaint. The$exisriitg farmhouse,slated for demolition,while located closer to the road than the proposed residence,has the,:h=e.garagq.and the frame chicken coop located in a non-conforming side yard,while the frame barn is located in the conforming rear yard. The proposed location for a new farmhouse,set back nearly 130 feet from the road, takes•,advantage of the location of the existing accessory structures, screening the residence from the railroad and thereby.creates the need for a variance on all three of these structures versus two,as they will now all be located in a non-conforming side-yard and front yard location. Furthermore, an in-ground swimming pool is a customary accessory structure to a residence and is common to the immediate neighborhood. 2. Town Law§267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue,other than an area variance. The frame garage, frame chicken coop and frame barn all Page 3, February 15,2018 #7133,Cacioppo SL'I'M No. 1000-101-2-22.1 are preexisting structures and are not easily moved to a conforming location. While the proposed new residence could be built closer to the road or located at the site of the proposed demolition of the existing residence,variances would still be required for the two structures located in the side yard , the flame garage and the frame chicken coop. The barn could remain in a conforming location. However, by allowing the applicant to construct the residence in the proposed location set further back from the road,the three existing structures located in a side-yard will.aid in screening the applicant's proposed residence from the'Long Island Rail Road and will help to reduce road noise. Moreover, while the applicant could locate the.pool in a conforming rear yard location, the proposed location allows the home owner to properly monitor the pool's safe use from the kitchen,dining and porch areas— those most comma used during the Summer season when a y by placing pool in a $ , mY g pool is in use. Additionally, lacin the .,a side-yard location between the house and the existing frame barn, the applicant proposes at a later date, to seek permits for an adaptive reuse of the frame barn to a pool house or other permitted use, further preserving this structure and the agricultural heritage and character of the community. 3. 'own Law -'�267-b(31 M. The variances granted herein are mathematically substantial,representing 10111/0 relief from the code for one existing structure located in the front yard,two existing stmetures located in the side yard and one proposed structure(swimming pool)to be located in the side yard. However,three of the structures are.pre-existing, and the .proposed pool is set back over 150 feet from the road and is not visible from any neighboring homes. 4. Town Law 0267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant mustcorraply with Chapter 236 of the Town's Storm Water Management Code, 5. Town Law 9267-b(3)OM., 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 to enable the applicant to enjoy the benefit of a new residence and an accessory garage, accessory chicken coop, accessory frame barn and accessory inground swimming pool while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. MO—Li 1TION OF Tl� BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Planamerito,and duly carried,to GRANT the variances as applied for, and"shown on the site plan (Page S2) prepared by John J..'Condon, LPE, dated October 2, 2017 baseiti n a survey prepared by John Ehlers, L.S., dated 'August 24, 2016, and building plans(Pages A I-A4),prep Y West Creek Builders;LLC.,dated November 1,2017; SUBJECT TO THE FOLLOWING CONDITIONS: 1. Applicant is to receive and submit to the ZBA, Pre Certificate of Occupancy on all existing accessory structures on the subject property, including the frame garage, frame chicken coop, frame barn and frame shed prior to issuance of Town Building Permit to demolish the existing residential structure and issuance of a Town Building Permit to construct proposed single family residence and pool. 2. Drywell for pool de-watering shall be installed. 3. Pool mechanicals shall be placed in a sound deadening enclosure. Page'4, February 15,2018 #7133, Cacioppo SCTM No. 1000-101-2-22.1 That the above conditions be written into the Building Inspector's Certiftcate of Occupancy, when issued. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department of a buildingpermit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, siteplan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformides under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Planamento,and Dantes(Member Acampora and Member Goehringer were absent). This Resolution was duly adopted(3-0) Leslie Kanes Weisman Chairperson Approved for filing OZ ® 12018• Scott A�,Rti.ssell 0SUFFQ'r STORMW ATIER SUPERVISOR � 2 MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold O1 . 1 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET DEC 13 2015 ( TO BE COMPLETED BY THE APPLICANT ) DOES ITHS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. New Dwelling & Pool If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your'Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wit our Building Permit Application. Date APPLICANT: (Property Owner,Design Professional.Agent,Contractor,Other) S.C.T.M. #: 1000 District NAME: Gary Steinfeld, West Creek Builders 101 02_ 22..1 11/29/18 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information: 631-334-9205 Relry6ur Numbvl Reviewed By: As 1 — — — — — — — — — — — — — — — — — — jv Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — 4805 Alvah's Lane, CutChogue Approved for processing Building Permit. ® Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 V� APPLICANT: S.C.T.M. 1000 CHAPTER (Property Owner,Design Professional,Agent,Contractor,other) - d� Cill�C 1 E� 236 Gary Steinfeld f�j) 2 �2� WeloStormwater Management Control Plan CHECK LIST NAME tion Block Lot WP�t t^,rPek Riilders S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pkas Prue Date: The applicant must provide a Complete Explanation and/or Reason for not providing 31-334-9205 11/29/18 or all Information that has been Required by the following Checklist! lgnature Td,o—Numbs r 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any item, Please Provide Justification Herel YE NO NA show all of the following items: If you need additional room for explanations, Please Provide additional Piper. a. Location& Description of Property Boundaries 0 b. Total Site Acreage. 00 c. Existing- Natural & Man Made Features within 500 L.F. INN of the Site Boundary as required by§23Cr17(G(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 00 e. Limits of Clearing & Area of Proposed Land Disturbance. �0 f. Existing & Proposed Contours of the Site (Minimum z intervals) 0® Level Site - See Site Plan/Surve h"-,r— g. Location of all existing& proposed structures, roads, ® HOLD driveways,sidewalks, drainage improvements&utilities. DRAINAGE h. Spot Grades& Finish Floor Elevations for all existing& REQUIRED proposed structures. ontaGtTGS eering at 765-1560 bef orp SaeldillI. Location of proposed Swimming Pool and discharge ring. 00 vie ngineer's Certifi cati i. Location of proposed Soil Stockpile Area(s). 00th8f the drainage has been install k. Location of proposed Construction Entrance/Staging Area(s). X 00 1. Location of proposed concrete washout area(s). 00 M. Location of all proposed erosion&sediment control measures. Shall *ncude but he Ifinited to., 00� 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sired to capture,store,and infiltrate , on-site the run-off from all impervious surfaces generated by a two(21 inch ,stabilization & rainfall/storm event. Seeding of exposed an or inactive soils. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. 00 b. Construction Entrance&Site Access. x DD Existinq Site Access/Driveway to Be Used c. Inlet Drainage Structures (e.g catch basins,trench drains,etc.) X7. �0 d. Leaching Structures (e g infiltration basins,swales,etc.) **** FOR ENGINEERi EPART SE ONLY Additional Information is Required. Reviewed & ❑ Stormwater Management Control Plan is Not Complete. Approved By: — - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - Stormwater Management Control Plan is Complete. Date: Z �3 /� I SMCP has been approved by the Engineering Department. FORMT# SWCP Weck List -TOS MAY 2014 �`'v ns ector 1 �fOt riga M --, /L ING DE ARTMENT- Electrical I p TOWN OF SOUTHOLD To 11 Annex - 54375 Main Road - PO Box 1179 o JUN 2 6 2019 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cr�town.southoid.ny-us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: I License No.: email: Address: Phone No.: Ll b / � s / D rNa SITE INFORMATION: (All Information Required) e: p P> Address: Cross Street: Phone No.: b �� email; #: BIdg.Permit Section: Block: 2— Lof: =Z2 e, jI . Tax Map District: 1000 D� " BRIEF DESCRIPTION OF WORK(Please Print Clearly) rl� l— �� Circle All That Apply= NO Rough In Final Is job ready for inspection?: YES � Do you need a Temp Certificate?: YES NO Issued On /� � Temp Information: (All information required) 1 Ph 3 Ph Size: v�A # Meters Old Meter# Service Size - overhead - Service Reconnected - Underground -Oveead New Service Fire Reconnect- Flood Re # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �Vv 82-Request for Inspection Fotm.xls �1 g%1fFQL1( BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631)765-950 Temporary Certificate # JCR Date 7 2019 Customer Name , CCLCl,q2P0 Electrician Name Address A vales LIA � Phone a e-mail e-mail Phone aj — q a. l SI License# 3� [_ Size� A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is va::or 90 s ro the da a Authorized by C'0y-q7'!?'1h CA 1 d sem , �1FF01,t-C Y LPE ARTMENT- Electrical Inspecto TOWN OF S'OUTHOLD .To II Annex - 54375 Main, Road-- PO Box 1179 ', � 1 o� J,UN '2`6 2019 Southo'Id; New York.1,197,1•-0-.959 Telephone (63 T) '765-1802 =•FAX'(63'1) 765-9502 • !U.M DINGDEPTT, roger.richert@town.southold.ny.us 'i f i YIN OF SOUTHgLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: -Date: k��— Company Name: ° Name: Z License No.. email: Address: ZZ57 Phone No.. w4l JOB SITE INFORMATION: (All Information Required) 91 - a Address: 4 S 's� -. -' Cross Street: n5ivaAlb A r' Phone No.: b , <y email: ' Tax Map District 1000 Secfiori: `p/ Lot: 22 .01 BRIEF DESCRIPTION OF WORK(Please Print Clearly) imra! e, Circle All That.Appy: Is job ready for-inspection?: YES NO Rough In Final a . Do you need a Temp Certificate?: YES NO Issued On 1 Temp Information* (All information required) Service Size 1 Ph 3 Ph Size:YAfg!:�_A # Meters '` , Old Meter# - New Service Fre Reconnect- Flood Reconnect- Service Reconnected- Underground-Overhead # Underground Laterals 1 r2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form.xls Lip SAN5vw �a�lN�� i � Zcoap2 Lc fS ' +md jP l l S„�oce 1 �I �-leo F.iJ�ac7 m tA¢7S cr 1{ r nJssiM, crrov�'� in v./�1J q �� S1rN aaKar� � W Rods 5 �) afs'hn)e oLARlat West Creek Builders, LLC P.O. Box 256, New Suffolk, NY 11956 Tel 631.734 8416 Fax 866 352.5112 Lic#41503-H December 10, 2018 Town of Southold Building Department Town Hall Annex 54375 Route 25 Southold, NY 11971 RE: Construction of Single Family Residence & In-Ground Swimming Pool 4805 Alvah's Lane, Cutchogue NY 11935 SCTM # 1000-101.-2-22.1 This project includes the construction of a new single family residence and in-ground swimming pool. The following documents are attached: 1. Building Permit Application 2. Application for Certificate of Occupancy 3. Four (4) Sets Stamped Construction Drawings 4. Survey 5. Stormwater Management Control Plan 6. REScheck Compliance Certificate 7. ZBA Variance Grants 8. Owner Consent to Inspection 9. Transactional Disclosure Form — Owner 10.Transactional Disclosure Form —Agent 11.SCDHS Permit— New Sanitary System If you require additional information or have any questions, please contact me at 631-334-9205 or gary(a)-westcreekbuilders.com. Thank you in advance for your assistance. Sincerely, Gary Steinfeld West Creek Builders, LLC AUG 9 3 2020 BUILDING DEPETOvf ------------------------------ » r�. f l 01 SURVEY OF PROPERTY SITUATE CUTCHOGUE TOWN OF SOUTHOLD Ir SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 101 -02-22. 1 F 1000- 101 -02-22.2 SCALE 1 "=40' JULY 18, 2018 AREA = 87,120 sq. ft. 2.000 ac. s F 34.1 A 01 NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. tv1 1 TANK; 8' DIA. 5' LIQUID DEPT �y F 3. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 2 POOLS; 8' DEEP, 8' dia. CGC PROPOSED 50% FUTURE EXPANSION POOL C TjL �,• 'L �/ / 0�`q>> � `9�'gTFO ®PROPOSED 8' DIA. X 8' DEEP LEACHING POOL PROPOSED 1.500 SE TANK LLON �X\ 4. THE LOCATION OF WELLS ANDACESSPOOLSI SHOWN HEREON ARE FROM FIELD �y \0- / AOBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND /A+,' 'F 33.4 REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. / � Py / 4P 6. NO SURFACE WATERS OR WETLANDS WITHIN 300' OF SUBJECT PROPERTY. 0 r 0 0 1 s ; , PROPOSED COVERAGE Y r DESCRIPTION AREA X LOT COVERAGE 2s�'P0J\01 g; EXIST. ACCESSORY 4,215 sq. ft. 4.8% BUILDINGS �, PROPOSED HOUSE 3,558 sq. ft. 4.1X gory�y6,` o PROPOSED POOL 512 sq. ft. 0.6% ro '' Qy `cF TOTAL 8,285 sq. ft. 9.5% F�FST Nk W s 'Pkq, (01 DRAINAGE SYSTEM CALCULATIONS: \\ � ; ��/ �� v«+•`�o� `9�� 32.7 ROOF AREA: 3,558 sq. f1. 3,558 sq. ft. X 0.17 = 605 cu. ft. 605 cu. ft. / 42.2 = 14.3 vertical ft. of 8' dia. leaching pool required 170. � � � PROVIDE (3) 8' dia. X 5' high STORM DRAIN POOLS � O�� \ Ai6 i<.r�GQE� 32.6 of oL1 ,�, \ '0 0 0, 'p� `� F ° PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 'h�'� 30.5 yti .::::::::. OQ 0�.;::;t;; ya J\�� ;;::Q�..Q�:i;;:: ;•:::. X4,1 ane. TEST HOLE .\ 0.a:;::; Q�0 h..f.. ............... . ............. ................. . ......... ......... _ TEST HOLE DATA CULTIVATED FIELD \` PFT (TEST HOLE DUG BY McDONALD GEOSCIENCE ON AUGUST 13, 2018) EL. 30.0' a, BROWN LOAM OL DEVELOPMENT RIGHTS \ rya66, �s�� a° P41� 0.5' (TOWN OF SOUTHOLD) 66 ,y 226,691 Sq. ft. OR 5.204 cc. \ 9 loi yy9 13R3O. SANDY SILT ML 00, \ GG�� 0� BROWN SILTY SAND SM �r CCy� 5' 0,S', GRAYISH BROWN SANDY SILT ML \ BROWN FINE TO COARSE SAND SW EL. 13.0' 17' /+ 13 �\z� EL. 11.2 I 20.5' Z3 HIGHEST EXPECTED GROUND WATER / C) TEST WELL No. UISGS 41010407 308 01 S 53324.1 �o o �p o�'�y�� O kill G.:N PREPARED IN ACCORDANCE WITH THE MINIMUM �d STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND lr' TITLE ASSOCIATION. O WV r A V tP rr"t7N, S. Lic. No. 50467 fat �. �. UNAUTHORIZED ALTERATION OR ADDITION Nathan T of t-Corwin l i l �```` U THIS SURVEY IS A VIOLATION OF �SC� + V� SECTIOION209 OF THE NEW YORK STATE EDUCAT, •�� •OFO� COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR �6 EMBOSSED SEAL SHALL NOT BE CONSIDERED Cj 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 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 38-133 �j 01 SURVEY OF PROPERTY SITUATE V CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 'so, S.C. TAX No. 1000- 101 - 02-22. 1 F 1000- 101 -02-22.2 SCALE 1 "=40' JULY 18, 2018 NOVEMBER 13, 2018 REVISE PER S.C.D.H.S. NOTICE OF 10/16/2018 TOTAL LOT AREA = 313,806 sq. ft. sq. ft. 7.204 ac. ea �a X4..1 F OA, NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM yF" EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 / r 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. 1 TANK; 8' DIA. 5' LIQUID DEPT �y 3. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. OY ,/ OirR 2 POOLS; 8' DEEP, 8' dia. PROPOSED 50% FUTURE EXPANSION POOL �Tlr PROPOSED 8' DIA. X 8' DEEP LEACHING POOL �._ d') F� tiT F �UO�'� COUnf�' ; Q{I Ir '<l'�, PROPOSED 1,500 GALLON SEPTIC TANK + c }s. h f' 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Y -1 6+8h 852-5^V0, 48 Hours In Advance OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. TO Schedule Insectio 1f ) 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND Q'F,y 33.4 d' i" t REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. 6. NO SURFACE WATERS OR WETLANDS WITHIN 300' OF SUBJECT PROPERTY. JV 0 J V: ' t' PROPOSED COVERAGE s , / r T DESCRIPTION AREA X LOT COVERAGE .E:L h TP3 A x.�_t1'r..l'k.Li i �';> O zii71 � gg11a Vy EXIST. ACCESSORY 4,215 sq. ft. 4.8% x`00.1 ig ; ?� b69i r ' L 1J.tb'�r EY BUILDINGS PROPOSED HOUSE 3,558 sq. ft. 4.1% PROPOSED POOL 512 sq. ft. 0.6% q F TOTAL 8,285 sq. ft. 9.SX N� OR, DRAINAGE SYSTEM CALCULATIONS: ` \ ` � ; \`� ' '��s' �� 91 32.7 ROOF AREA: 3,558 sq. ft. \\\ �� ®�i 3,558 sq. ft. X 0.17 = 605 cu. ft.4� `, 605 cu, ft. / 42.2 = 14.3 vertical ft. of 8' dia. leaching pool required PROVIDE (3) S' dia. X 5' high STORM DRAIN POOLS 32.6 .... O .o i � � A• PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 30.5 \�\\ �..:. XA)� i'i:'ii1a. O TEST HOLE �o y o, ?:;:':f':' '.:... �.::. 30.0 �' '►� nQ.::;: p::: \:. ?fG..:..}'r}}} �p� � },r 30.2 . ::::::::::. f F •.......::::: aO ::::: h P p� kaA�\ 'h Oso :�.::i:i!'rsi'i:::: TEST HOLE DATA CULTIVATED FIELD (TEST HOLE DUG BY McDONALD GEOSCIENCE ON AUGUST 13, 2018) EL. 30.0' 0. DEVELOPMENT RIGHTS EASEMENT0.5'a� \�F 28.9 Fk. BROWN LOAM OL DEVELOPMENT RIGHTS SOLD TO TOWN OF SOUTHOLD BROWN SANDY SILT ML y9e: 3' Ir�.0 \,h�\ AG�ySlG Gly BROWN SILTY SAND SM (Q'r \ �F �yti 5' �� GRAYISH BROWN SANDY SILT ML \r 6. \ BROWN FINE TO COARSE SAND SW EL. 13.0' 17' EL. 11.21 20.5' 28.5 HIGHEST EXPECTED GROUND WATER / q TEST WELL No. USGS 410104072303301 S 53324.1 /+ ` !"c�-"`?i;i�1i:�.nr.�.."ay(if C•'i':1.4+f....it;;I�.;.,t..,�t,r.,_....x .-....• t rA `DC,Wi uIa Cr °..a"'7Y'e:�'.ti;�?1''�..' i111?Tlit x, �:� C CompictCd form lwl';2`$c5 as proof. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Cf- �o L L ao �r iic PERMIT FOR APPROVAL OF CONSTRUCTION FOR A d ti 0 9p� SINGLE FA°,iILY RESmr.'NCE ONLY r soda DATLDEO 1 1 2<-f ,. Ftx.;-. IN r, l0- APPROVEtSPREPARED IN ACCORDANCE WITH THE MINIMUM �p STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY FFORTHE SUCHI USE BYNTTHEPNEWVED YORKNST TE PTED LA D c 0 FOR M AXIiYIUM OF �7 8ED2OOM115 TITLE ASSOCIATION. - EXPIRES THREE YEARS FROM DATE Or"APPROVAL If ylb b_ 1 '1 N.Y.S. Lic. No. 50467 U }T THIS SURVEY IS A VIOLATION � UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin S� , SECTION 7209 OF THE NEW YORK STATE III EDUCATION LAW. , SFO COPIES OF THIS SURVEY MAP NOT BEARING Land u r v e y o r THE LAND SURVEYOR'S INKED SEAL OR Gj h6 TO BBE A VALDOSSED LTRUELCOPY.NOT BE CONSIDERED 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 Fax -(631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 38-133-1 r I r• r I F'W"r- EST": i PLAN I DESIGN BUILD APPROVAL OF STOR ATER NAGEMENT CONTROL LA T wn Code na e a 6 D F-5 1 G N -1D RAVN I N G 5 Date: I Z �3 /� Approve by: t kNE5T GREEK DRAINAGE INS E TIONS ARE REQUIR0 PO BOX 256 Contact 70S Engineering at 765-1560 before �� 5 U�FOLK, NY 11 q56 Backfill, OR Provide Engineer's Ce'rtificatiort that-the drainage has been installed to Code, EROSION &SEDIMENT CONTROLS Shall include but not be limited to: • EN(51 I`�I �E E R A well maintained Construction Entrance, I`t V Wire Backed Silt Fencing, stabilization & CONDON ENG1 NEERING, P.C. Seeding of exposed and/or inactive soils. OSION & SEDIMENT CONTROL DETAILS 1155 5165BEE ROAD --TO-SCALE - a - MATTITUCK, NY 11 q52 StJFPORT STNS` VBIitE3-lN91�I.LEA SUPP{fit'�''�i'AIC> * N I:Y�►W �� '" ` ' ' 155UE/REV15101 5, BIDDING SET 10.0q.15 -� FIC.�R-Fngli�tc - SM com"MID BAIL$INt" PROJECT CACIOPPO RE51DENCE 4b05 ALVAH'S LANE 4srx . •+; �r CUTCHOGUE, NY 11935 Ec�v+va:a�r s�tm:,t�oa'�states kMANENT STORM WATER CONTROL SCALE PICAL DRYWELL DRAINAGE RING TO SCALE • 1 " = 30' rl � D RANI N G f� -III- VEZ O EQ C-�Ii 51TE PLAN :FILL W/ ILII ®®® ® ® ® ® ® ® ®® .N SAND -1 �_ I =1 I 09 ® ® ® ® ® ®®® �- 2.5.5,4'.6- b T GRAVEL T- ®®® ® ® ® ® ® ®®ID , TALLSEGTION5 rililr ®®® ® ® ® ® ® ®®® I IL- I I�—Il_ ®®® ® ® ® ® ® ® a 10 •Il I—I I- n ® ® ® BID 4 II I IT ®®® ® ® ® ® ® ®®® II�r _III—Tf1-Tl —=—I= dl�s.�Sl � 24"MINIMUM TO GROUND WATER L_ J \ gag / J o J 00, O. r � l � w J � i " • J ryob 7 J O \• / Dc �10 w°I ,p -------------- L -- �UQ��pa �� D OLISH EXISTING -STORY FRAME HOUSEOL \ 110 `O \ 501L STOCK PILE AREA TEMPORARY EROSION / , CONTROL MEASURES / DURING CONSTRUCTION DW i DW i (bi �� ,� _` NEW SANITARY SYSTEM ' AREA OF PROPOSED DISTURBANCE iEXISTINGGE55P 5 - --- ---- -- ITO BE PUMPED G / PERMANENT;TORM N ry^� \ � � SAND REMOVED WATER COQ TRO ' / MEASURE Q i \ 3 , \ Isis0 60 / % 0 0� 0-Nej Co \v/ REQUIRED JN-OFF ,VT 15 TO IN. J ~` SURVEY OF PROPER p� SI T UA TE v� CUTCKOCUF TOWN OF SOUTHOLD ti� s SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 101 -02-22. 1 4h°` 's°, 1000- 101 —02-22.2 F SCALE 1 "=40' JULY 18, 2018 NOVEMBER 13, 2018 REVISE PER S.C.D.H.S. NOTICE OF 10/16/2018 JUNE 5, 2020 FINAL SURVEY SEPTEMBER 16, 2020 UPDATE FINAL SURVEY TOTAL LOT AREA = 313,806 sq. ft. sq. ft 7.204 ac. .0.��'.•.� O,L.A 11 i, WELL & SEPTIC SYSTEM TIE MEASUREMENTS HOUSE HOUSE GARAGE GARAGE 'Y�� , CORNER A CORNER© CORNER CORNER[fl COVER 33 a O SEPTIC TANK 41 t' � --- -- cG� ' ' TL LEACHING POOL , COVER 1 47 52 COVERING POOL 62' fig' — / S O __. A � 61.5' 58' eo ' O de 4/ nk PQ'�l \ ��i.0��a E O d / \\ F�Q�OJ �A ROCK WALL %11 / J - \` F�.j.F��"' �oJaO oaf A \NG LEACHOCK ING ` \ �t � p J ,.�;: � ,o�`�. • • POOL 140.2 G O.yO I _., /+ oA� \ OL{', yA CULTIVATED FIELD '�y \r* ; ;� °�• ryo� \ �o�r DEVELOPMENT RIGHTS EASEMENT DEVELOPMENT RIGHTS SOLD TO TOWN OF SOUTHO \ \ Gtils 1-0 06:`, \. 4 \ _ \\ V' tri�i i�\m5\�� r�..•vv Y,°y.✓.,.. ....t.�"`,..hA`.a.�S"��:p•.�..6 i"'S'.._'��vrS�P� PEC 7= i On,.�V lnsp EI:�.';;f ceri:;i�: �z� . ..... D t: en be satisfactory FG,'?Afound to r �.✓ fit,,y„ +.�i' {i'9d.:a�r"�Y(�isr:l laf�s"iuf'' '„ilT.??t :.r 0 Ly9� PREPARED IN ACCORDANCE WITH THE MINIMUM BY THE L.I.A.L.S. AND APPROVED AND ADOPTED STANDARDS FOR TITLE SURVEYS AS ESTABLISHED <% \�� 4 FOR SUCH USE BYTHE NEW�YORK STATE LAND TITLE ASSOCIATON " OF A ? N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION JL �� TO THIS SURVEY IS A VIOLATION OF SECT10EDUCAION OF THE NEW YORK STATE Q //�� •9�' OFO�� COPIES OF THIS SURVEY MAP NOT BEARING Lan Surveyor THE LAND SURVEYOR'S INKED SEAL OR C �6 EMBOSSE ADVAUDL SHARUE L NOT BE CONSIDERED CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isoksen, 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 — Subdivision, -- Site Plans — Construction Layout LENDING INSTITUTION USTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 38-133B REScheck Software Version 4©605 Compliance Certificate Project Cacioppo Residence m {^ Energy Code: 2015 IECC Location. Cutchogue, New York �+ Construction Type: Single-family DEC _ 2020 Project Type: New Construction Conditioned Floor Area: 3,660 ft2 Glazing Area 22% Climate Zone: 4 (5572 HDD) T ' Permit Date: Permit Number: r' Construction Site: Owner/Agent: Designer/Contractor: 4805 Alvah's Lane Cutchogue, NY 11935 Compliance. 11.9%Better Than Code Maximum UA. 678 Your UA 597 Maximum SHGC. 0.40 Your SHGC 0.19 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 0 • • e Ceiling 1: Flat Ceiling or Scissor Truss 1,382 30.0 0.0 0.035 48 Ceiling 2: Flat Ceiling or Scissor Truss 538 38.0 0.0 0.030 16 Ceiling 3: Cathedral Ceiling 477 30.0 0.0 0.034 16 Wall 1: Wood Frame, 16"o.c. 4,073 20.0 0.0 0.059 187 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 678 0.300 203 SHGC: 0.19 Door 1: Glass 198 0.310 61 SHGC- 0.21 Door 2• Solid 25 0.210 5 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2,364 38.0 0.0 0.026 61 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The p osed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory irements listed in the REScheck Inspection Checklist. IV Name-Title I ate Project Title: Cacioppo Residence Report date: 11/29/18 Data filename: C:\Users\westc\Documents\REScheck\AlvahsLane112918.rck Pagel of 9 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 39.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section" Plans Verified Field Verified , _r� 'I "'� � �� Pre-Inspection/Plan Review.,e _ Value`° � Value' � Complies �� %CoPnrrsents/Assumptions,, .1 Re43D 103.1, I Construction drawings and , ;' .' � ,•;, ❑Complies :Requirement will be met. 103.2 'documentation demonstrate '` '❑Does Not [PR111 !energy code compliance for the I -4- '140) !building envelope.Thermal []Not Observable ; !envelope represented on - � a � `❑Not Applicable ;construction documents. ��. a, ' 103.1, !Construction drawings and ,,` t 1. z�° ' '❑Complies ; 103.21 documentation demonstrate ❑Does Not ! 403.7 !energy code compliance for � `" [PR3]1 !lighting and mechanical systems. °� -�` , r �"� � � `',. -= _ �`��..x ❑Not Observable ;Systems serving multiples �; : `_ - ]❑Not Applicable dwelling units must demonstrate !compliance with the IECC ;Commercial Provisions. '.�;, ;. 302,1, o -!Heating and cooling equipment is; Heating: Heating. ;❑Complies ; 403.7, , J's¢ed per ACCA Manual S based Btu/hr Btu/hr :[--]Does Not ! [PR2]2 Jon loads calculated per ! ! ! ! z "Manual J or other methods Cooling: Btu/hr ! Btu/hr !❑Not Observable ]approved by the code official. ; ❑Not Applicable 1 1 1 1 I 1 i I Additional Comments/Assumptions: r 1 High Impact (Tier 1) 12'1 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Cacioppo Residence Report date: 11/29/18 Data filename: C:\Users\westc\Documents\REScheck\AlvahsLane112918.rck Page 2 of 9 T Section=I-W C rnme ons"""- 'pi"es! -A 6W)if'Ansmiction t. protective covering is installed to ;,E]Complies :Exception: Requirement is not applicable. [F011]?1 protect exposed exterior insulation UlDoes Not i and extends a minimum of 6 in. below FlNot Observable A,,,,,grade. :E]Not Applicable 9-'4�"n;-ISnow-and ice-melting system controls;E]Complies installed. UlDoes Not ;E]Not Observable: sE]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) medium Impact(Tier 2) 3 Low impact(Tier 3)__j Project Title: Cacioppo Residence Report date: 11/29/18 Data filename: C:\Users\westc\Documents\REScheck\AlvahsLane112918.rck Page 3 of 9 Section Plans Verified- Field Verified # - Framing`% Rough-ln`�Inspection n; --Value `' Value Complies? T x 'Comments/Assumptions & Req.IdD 402.1.1, {Door U-factor. U- ; U- ;❑Complies ISee the Envelope Assemblies 402.3.4 :❑Does Not ;table for values [FR1]1 ; ❑Not Observable ! ❑Not Applicable 402.1.1, 'Glazing LI-factor(area-weighted U- ; U- ;,[]Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values 402.3.3, 402.5 ;❑Not Observable ; [FR2]1 ❑Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 !are determined in accordance °` `• ', "�: ' o ""�'° ❑Does Not with the NFRC test procedure or '� a t ]❑Not Observable !taken from the default table. 1 - ❑Not Applicable 402.4.1.1 !Air barrier and thermal barrier ;❑Complies ;Requirement will be met. [FR23]1 !installed per manufacturer's ❑Does Not instructions. , i ° ,v;r ❑Not Observable i❑Not Applicable 402.4.3 Fenestration that is not site built �` "' ', �� Win, ��` `°' ❑Complies ;Requirement will be met. [FR20]1 his listed and labeled as meeting ❑Does Not y; IAAMA/WDMA/CSA 101/l.S.2/A440 !or has infiltration rates per NFRC ' ` a ❑Not Observable ; 400 that do not exceed code S4` ��' ❑Not Applicable !limits. a , 402.4.5 IIC-rated recessed lighting fixtures �, ❑Complies ;Requirement will be met. [FR16]2,i !sealed at housing/interior finish ❑Does Not land labeled to indicate:52.0 cfm �,s , ❑Not Observable leakage at 75 Pa. y ❑Not Applicable 403.3.1 ;Supply and return ducts in attics k°°' ❑Complies [FR12]1 !insulated >= R-8 where duct is ❑Does Not a !>= 3 inches in diameter and >_ s 1 -]Not where < 3 inches.Supply and ' -]Not Observable !the ducts in other portions of �� = ❑Not Applicable !the building insulated >= R-6 for `` ,� ;diameter>= 3 inches and R-4.2 !for< 3 inches in diameter. , ' 403.3.5° Building cavities are not used as i`'` �` � "_'�` °''�,�` 10Complies ; [FR15]3 ,ducts or plenums. i' ❑Does Not a❑Not Observable ! 'J❑Not Applicable 403.4 . ;HVAC piping conveying fluids ; R- ;ry R- ;❑Complies [FR17,]2 Iabove 105 °F or chilled fluids !❑Does Not 1' 1 below 55°F are insulated to >_R- ° ! ❑Not Observable 3. ❑Not Applicable 403.4.1 1Protection of insulation on HVAC . ° ❑Complies [FR2411 !piping. �, a �° I❑Does Not , _ ' e • ,.° ❑Not Observable ❑Not Applicable 403.5.3' !Hot water pipes are insulated to R- R- ;❑Complies ; [FR18]? j>_R-3. :❑Does Not y 1 ;❑Not Observable []Not Applicable 403.6' Automatic or gravity dampers are�, ;",� - �� °'° ° ~�:~��° ❑Complies :Requirement will be met. [FR19]2 !installed on all outdoor air ' ❑Does Not ""'intakes and exhausts. �. k t ❑Not Observable t "')❑Not Applicable E 11 High Impact(Tier 1) 1,2,1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Cacioppo Residence Report date: 11/29/18 Data filename: C:\Users\westc\Documents\REScheck\AlvahsLane112918.rck Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) F2;, Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Cacioppo Residence Report date: 11/29/18 Data filename: C:\Users\westc\Documents\REScheck\AlvahsLane112918.rck Page 5 of 9 S Section. _ -Plans Verified' field Verified �° �� ` # Insulation Ins`peetion� 66m lies. '.Comin`ents/Assumptions =r'Value` Value, & Re .ID , 303.1 IAII installed insulation is labeled a ❑Complies ;Requirement will be met. [IN13j2 or the installed R-values ' '= wt'3 ` ' - '�` � ❑ Does Not 'i provided. k °rte - � �• ��_.. ❑Not Observable ; I❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood I❑Does Not ;table for values [IN1]10 Steel ❑ Steel Not Observable I !❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.7 manufacturer's instructions and "�� • "` '°� ❑Does Not [IN2]1 lin substantial contact with they ❑Not Observable ;underside of the subfloor, or floor ❑Not A licable ;framing cavity insulation is in pp :contact with the top side of ,sheathing, or continuous , {( insulation is installed on the !underside of floor framing and !extends from the bottom to the top of all perimeter floor framing � i members. 402.1.1, ;Wall insulation R-value. If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood I❑Does Not ;table for values. 402.2.6 Iwall insulation on the wall [IN3]1 ;exterior,the exterior insulation I E] Mass ❑ Mass ;❑Not Observable `requirement applies (FR10). ❑ Steel ❑ Steel I❑Not Applicable , 303.2 ;Wall insulation is installed per ,°;,� 'I❑Complies ;Requirement will be met. [IN4]1 (manufacturer's instructions. , P , -j❑ I �• Does Not , ; Not Observable ❑ ; i,❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,,2,',1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Cacioppo Residence Report date: 11/29/18 Data filename: C:\Users\westc\Documents\REScheck\AlvahsLane112918.rck Page 6 of 9 Section _`Plans Vdrified ' Fiela Verified #. Final Inspection Provisions Value Value Complies? Comments/Assumptions, &-Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood !❑Does Not ;table for values. 402.2.2, 402.2.6 ;E] Steel ❑ Steel ;❑Not Observable ; [Fill' ; {❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ° ,, �b ` ❑Complies ;Requirement will be met. 303.2 !manufacturer's instructions. ❑Does Not ; [FI2]1 !Blown insulation marked every 300 ft2. ❑Not Observable []Not Applicable 402:2'.3 ;Vented attics with air permeable p ❑Complies ,Requirement will be met. ' [FI22]2 ;insulation include baffle adjacent ❑Does Not ! "to soffit and eave vents that _, °'°' ;extends over insulation. • � " �❑Not Observable �❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies !,Requirement will be met. [FI3]1 !insulation >_R-value of the l❑Does Not !adjacent assembly. ;❑Not Observable ; l !❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 !ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. 1 ❑Not Observable ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [171411 1cfm/100 ft2 across the system or ft, ft2 l❑Does Not l<=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in ;❑Not Observable ;tests,verification may need to T❑Not Applicable loccur during Framing Inspection. ; 403.3.3 !Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [F[27]1 ;determine air leakage with ! ft2 ! ft2 l❑Does Not !either: Rough-in test:Total l l :leakage measured with a ! ! ;❑Not Observable ; pressure differential of 0.1 inch :❑Not Applicable lw.g. across the system including !the manufacturer's air handler l ! !enclosure if installed at time of ;test. Postconstruction test:Total l l ;leakage measured with a ! ! pressure differential of 0.1 inch ; Mg. across the entire system ;including the manufacturer's air ! ! l , handler enclosure. ! ! ! 403.3.2.1 'Air handler leakage designated r °' °• °°' ° ° "1❑Complies ; [FI24]1 !by manufacturer at<=2% of €�'• :b; :� ❑Does Not :design airflow. t NH[IoObsery able e ; Not Applicable 403.1.1 °`;Programmable thermostats , ❑Complies ; [FI9]2, !installed for control of primary =x ❑Does Not !heating and cooling systems and "initially set by manufacturer to []Not❑Not Observable .'( �_ . e ;; •� . ,_. �� . Applicable l 'code specifications. 403.1.2 ,°;Heat pump thermostat installedI ° _ s °�, ❑Complies (FI10]2' ;on heat pumps. " �' X]Does Not ! ❑Not Observable ; ° ❑Not Applicable 403:5.1 Circulating service hot water ❑Complies FI11 !systems have automatic or �` ❑ [ 1, y �` �, . Does Not ; laccessible manual controls. •, ',a ` ❑Not Observable ; ❑Not Applicable ! 11 High Impact(Tier 1) 1.,2,1 Medium Impact(Tier 2) 13 JLow Impact(Tier 3) Project Title: Cacioppo Residence Report date: 11/29/18 Data filename: C:\Users\westc\Documents\REScheck\AlvahsLanell2918.rck Page 7 of 9 Section_= k . on'� o�isi � Pl�nsJerif_ dField.Verifief Complis ` is0rnal,lnspectinn /Assumptions, Value VaYue& Re ,ice 403.6.1 ;All mechanical ventilation system ,x , _ I❑Complies [0,125]2 I'fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy 0 g",,, and airflow limits. �' �� `- 'y' [:]Not Observable _ •,. ` ',�, ❑Not Applicable 403.2.* ''m I Hot water boilers supplying heat _4"a= ° , �f �- JE]Complies ; [FI26]z €through one-or two-pipe heating r,: ' " "` TR yr _ ❑Does Not systems have outdoor setback ❑Not Observable 'control to lower boiler water ❑Not Applicable temperature based on outdoor 'temperature. 403.5:1.101 Heated water circulation systems l`_ ''� -; _ „ � "[]Complies [FI28]2 have a circulation pump.The . ` ”' ti' ��r ❑Does Not ,1system return pipe is a dedicated sr ?=`��•-. ,3 � �A� va, °'° `'z� ❑Nt Observable ;return pipe or a cold water supply; ` ` • ; };�- =:°� = JONot Applicablepipe.Gravity and thermos- � � ` .v -�. kQ° � '�� , syphon circulation systems are ;not present. Controls for •;circulating hot water system rJ pumps start the pump with signal !for hot water demand within thee , ;occupancy.Controls " Iautomatically turn off the pump -' w � ° when water is in circulation loop Js at set-point temperature and Vp x'� no demand for hot water exists. .. ` � 4015.°1.2-1 Electric heat trace systems ❑Complies [F,1291? !comply with IEEE 515.1 or UL __ y . �� ' ❑Does Not 1515. Controls automatically . Iadjust the energyinput ut to the �; ,_` ❑Not Observable heat tracing to maintain the �s y, a ❑Not Applicable ' ',desired water temperature in the piping. ar„ 403:5.2. 'Water distribution systems ) } that ❑Complies [0,130�2 !have recirculation pumps that ; []Does Not I pump water from a heated water o. ;supply pipe back to the heated ,❑Not Observable ❑Not Applicable ! water source through a cold !water supply pipe have a ',° "� , ;demand recirculation water system. Pumps have controls r° � ° " ;$ ,-t• „,, , ',<, that manage operation of the -pump and limit the temperature sof the water entering the cold water piping to 104°F. 403.5.4 Drain water heat recovery units •= a} ,r ' ❑Complies [FI31-]2' !tested in accordance with CSA ❑Does Not 51355.1. Potable water-side ¢.;pressure loss of drain water heat i ',7 yt, - a E `,❑Not Observable _ I: ❑Not Applicable recovery units< 3 psi for = K,,•:� � PP '_I individual units connected to one ' for two showers. Potable water- ;side pressure loss of drain water ` ` sheat recovery units < 2 psi for E 1 !individual units connected to U s Sthree or more showers. 404.1 ;75%of lamps in permanent [ -� `� ❑Complies ; [FI6]1 !fixtures or 75%of permanent ❑Does Not !fixtures have high efficacy lamps. -° ` �_,= �.� .. ❑Not Observable ;Does not apply to low-voltage ' :x ;lighting. I❑Not Applicable i 404.1.1 !Fuel gas lighting systems have =r ,p _ -a ❑Complies [FI23]3 ' p g � �`�u`� Does Not no continuous !lot light. ❑ ❑Not Observable 1 ❑Not Applicable r 11 High Impact(Tier 1) 2,,,1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Cacioppo Residence Report date: 11/29/18 Data filename: C:\Users\westc\Documents\REScheck\AlvahsLane112918.rck Page 8 of 9 Section, Plans'Verified Field VerifiedF #r= Final Inspection,Provisions Complies? Commentshssumptions, � & Req:1D. _ ` Value°_ _ Valua '401:3;. ' ';Compliance certificate posted. d ' e x ,'k ti, ❑Complies ;Requirement will be met. [FI7)2 �'- ❑Does Not j ❑Not Observable "1 ❑Not Applicable 303.3 'Manufacturer manuals for �• " ;" -_ '" ❑Complies ; [FI18]3 ;mechanical and water heating ("` z _ `' � El Does Not systems have been provided. 'a ,❑Not Observable i J❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Cacioppo Residence Report date: 11/29/18 Data filename: C:\Users\westc\Documents\REScheck\AlvahsLane112918.rck Page 9 of 9 2015 IEcc Energy Efficiency certificate Insulatiorf . Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass&D.. Rating' Window 0.30 0.19 Door 0.31 0.21 Heating Cool,ihg e o Heating System: Cooling System: Water Heater: Name: Date: Comments Data: 6Mt/i vq SUFFOLK COUNTY TAX MAP #1000-101-2-22.1 eroIhTF t�Ifl 0L �. ,. ct, =tcAt.tM^r-crzMPXgvzRM ,'1 I '.reJ,h'^,�1f?f?r�tSi€,1't P.,7:. ADDRESS: 4805 ALVAH'S LANE, CUTCHOGUE, NY ._......4....._.,,.-._ �. ,J�( N 4 s OWNER: PAUL F. CACIOPPO AND MAUREEN CACIOPPO �.�% LIVING TRUST ;',.�''.'. ' -,�'" '..:, �,�ir,1^,t �OF'1. AS TRUSTEES OF THE CACIOPPO 101 CHAP G,ayishbrown snndlysii: M6 A.r",I,`., 11t� � d Man als SITE AREA: 87 120 SF 2.0 AC. ------ tprovi . r: :.. ,. - us 1 and S as p CO(I LOT COVERAGE: 5518 SF = 6.3% EXISTING L �. FVI=�� } ,�; ;. . . ,.,, MI� PROJECT NYSEner� 8285 SF = 9,50/o PROPOSED " T` LOCATION EXISTING ACCESSORY BUILDINGS = 4215 SF fj Y I r er d PROPOSED POOL 512 SF � r'c::,ltitl,1 0:� .II� .1!•..'ia 1.:�'ti5��.��. ��0 t�0Tk PROPOSED HOUSE = 3558 SF \ aid�u e u�Ted EXISTING HOUSE TO BE REMOVED = 1240 SF / l,� COMPLY WITH ALL CODS OF te5tin� ZONING: AC � ,� NEW YORK STATE &TOWN CODES J� \ y�� AS REQUIED AND CONDITIONS OF teriorlt titin Alt ex laced or 0 TEST HOLE DATA SOUTH to��'N ZBA �I IG BOARD LOCATION MAP Wsatred chap Conform SITE PLAN DATA BASED ON SURVEY BY: Ad TEST HOLE DUG BY MCDONALD GEOSCIENCF -SDUI 'UnM -, rcP ter I" �� - " .RUSTSES N.T.S. to Ch�P Code NATHAN TAFT CORWIN III LAND SURVEYOR '{( �i / \ AUGUST 13, 2018 S��,'i f the'rown 1586 MAIN ROAD i a`? NO WATER ENCOUNTERED o JAMESPORT, NY 11947 ,Z \ - / �A 0 DATED JULY 18, 2018 �F�Ao �; ', ;� , i1FICATt c 0 c s�o ryr,�tt�C�� 4COi�11"ENT BEFO % 'J / �r OF OCCUPANCY OF of D 40> O4i STORM WATER CONTROL CONSTRUCTION ACTIVITIES: / J� 1) Installation of temporary erosion control measures -------------o 2) Demolition of existing structures and building components / �� a� �w� �o �` e D OLISHEXISTING \ X04A 0 , • -57ORY FRAME HOU5E \ 3) Excavation for new basement foundation to depth of +/- b' below finished grade \ 4) Construction of new foundation and porch structures �N 501L 5TOGK \ 5) Construction of Neu) Residence \ /� PILE AREA ,R 6) New sanitary system and utilities \ TEMFORARYER05ION 7) Construction of new, swimming pool and patio \ ,� �p�9 �'� � � 6, CONTROL MEASURES ' �' DW � DW `, DURING CONSTRUCTION WES/ ' CREEK 5) Installation of new landscaping plants and lawns as requiredI NEW SANITARY q temporary DISTURBANCE Removal of tem ora erosion control measures \ �� AREA OF PROPOSED � , SYSTEM \ �•- � \ EXISTING CESSF, 5 PLAN ( DESIGN ( BUILD Nle PERMANENT STORM ATO BE PUMPED G N / WATER 00�TROL y�' \ Q AND REMOVED STORM WATER AND POLLUTION CONTROL MEASURES: \ MEA5URE Pollution control measures to be maintained in accodance °� , ' DES 1 G N D RAN I N G 5 with the provisions of the Town of Southold, Chapter 236, NEST GREEK storm water management and erosion and sediment t ry °W r PO $OX 256 control measures. %. /% NEW SUFFOLK, NY 11 q56 1) Protect existing vegetation to remain. ` Sol. O 2) Minimize the length and time areas are exposed due to clearing "g Q �/ \ - - ;5 - 0< and grading. Stabilize all areas that are graded and stripped N g g �fi / � — / � �� E GINEER with temporary seeding. `0Oq 3) Divert runoff water from cleared slopes and minimize length and �0 ; ' / '�` COI N DO N ENGINEERING, P.G. .�['� steepness. 0� �1 �j {C O� EROSION & SEDIMENT CONTROL DETAILS 1155 5165$EE ROAD 4) Install erosion and sediment control measures at perimeter of , Y� / % 0� NOT TO SCALE '� ►�0 MA�TTITUCK, NY 11 q52 disturbance area prior to start of construction and maintain �� \ p,� Q •�(�Q SUPPORT STAKES project completion. * through ect com v , / �{� (2 PER SALE) g p P STRAW BALES-INSTALLED SUPPORT STAKES' Maintain stabilized construction entrance. CONTINUOUSLY AGAtNST 'MAX.SPACING 6) Retain all runoff oln site according to local regulations. �/� FiLTEFt DflTERFABRtC FENCPES'°�°E {�8 ? 15�UE�REYI5ION5 � 7) Control dust from construction activities. \ / $ "�'N B 1 D D I N G 5 ET 10.0q. 18 8) Contractor is responsible for regular maintenance and DRAINAGE 5Y5TEM CALCULATIONS ' }' �) FILTER FABRIC FENCE ,. FILL inspection of all control measures to maintain proper ROOF AREA = 4,388 5F \� `''F CgMf*ACTED ``'`OPE performance. BAIL BINDING t BACKFILL PROJECT 4,388 5F X 0.17 = 746 GF 9) Dispose of all solid waste and debris according as well as toxicIf � =ate 746/42.2 = 17.7 VERTICAL FT. OF 8' DIA LEACHING POOL REQUIRED 1 GACIOPPO RE5I0ENGE and hazardous waste accordingto local regulations. --`- EXISTING GROUINO g PROVIDE (4) 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF �� s 10) Maintain temporary fencing where required for safety and debris '- 14505 ALYAH'S LANE control. USE V x 2"x 48'{±3/n WOOD OR 11) Contractor to report any modifications detailed control EOUIVALENTSTEEL{U ORT�STAKES GUTGHOOUE NY 11 q35 measures. NOTES PERMANENT STORM WATER CONTROL -PROPOSED SINGLE FAMILY DWELLING WITH BASEMENT 15 TO TYPICAL D RYW E LL DRAINAGE RING SCALE BE EXCAVATED AND A CONCRETE FOUNDATION 15 PROPOSED NOT TO SCALE 1 " = 30' -FILL TO BE FINE TO COARSE SAND A5 PER TEST HOLE -AREA OF CLEARING = 16,150 5F OR 18.5% -NO TREES TO BE REMOVED OUTSIDE OF LIMIT OF CLEARING & -LDRANING �II1111111 �IIII GROUND 015TURBANGE LINE A5 5HOWN -il li _- 51TE PLAN BACKFILL W/ I III= II=1�1 ®®� ® ® ® � ®® j—' GLEAN SAND - on® l� (� ® ® ® ®no I I 2',35,4',b' AND GRAVEL 1H1 ®®VA � ® ® ® ® ®® III= TALL SECTIONS SITE 1=1I =III PLAN -I 11= ®®® � ® ® ® ® t�® III-T, III-11I �} ®9® � ® ® ® ® TT®N I-III= c III-I 11= I I 1=!Ip r _ tr I1=III-il ®®® � � ® � ® ® ®® -III=11 s k ' �• + ; =1 -1II1- I I=III_ SCALE : 1 " = 30._0.1 ��ITTIITI'I ®®®on CE� go ® ® ® ® ® ®®® ;ill Il l' qtr =1 I=III=� =1 =1 I- iI .......... 24"MINIMUM TO GROUND WATER -- - - - - - - - - - - - - - - - - 1 0 • WIND LOAD PATH CONNECTIONS GENERAL NOTES DESIGN CRITERIA 1. THE INFORMATION WITHIN TH15 SET OF CONSTRUCTION SQUARE FOOTAGE: 3970 5F INTERIOR DOCUMENTS 15 RELATED TO BASK DESIGN INTENT AND FRAMING 996 5F EXT. PORCHES 5IMP50N L5TA20 GAUGE RIDGE STRAP DETAILS. THEY ARE INTENDED A5 A CONSTRUCTION AID, NOT A 2582 5F BASEMENT AT ALL ROOF RAFTERS SUBSTITUTE FOR GENERALLY AGGGEPTED BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK STATE BUILDING CODES. TYPE OF ICE AND WATER SHIELD UNDERLAYMENT 2. THE CONTRACTOR 15 RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION: SINGLE FAMILY 24" FROM ROOF EDGE WORK, MATERIAL, AND EQUIPMENT COMPLIES WITH CURRENT CONVENTIONAL LIGHT FRAME 5IMP50N H3 HURRICANE AS ALTERNATE FEDERAL, STATE, COUNTY, AND LOCAL CODES, ORDINANCES AND 5IMP50N H2 HURIGANE CLIP NAILED TO H2 AT INTERIOR WOOD CONSTRUCTION REGULATIONS INCLUDING BUT NOT LIMITED TO THE NEW YORK FROM RAFTER TO STUD AT ALL RAFTERS W/5-bd NAILS EACH END PROVIDE bD COMMON NAILS @ 4"O.G. STATE UNIFORM BUILDING CODE AND THE NEW YORK 5TATE DESIGN CRITERIA: PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL AT EDGES OF ALL 5HEATHING ENERGY CONSERVATION CODE. 2X6 @ 16"O.G.STUDS 3. DESIGNER AND ENGINEER ARE NOT RESPONSIBLE FOR CONSTRUCTION GODS AND AMERICAN FOREST OVERLAP BOX BEAM W/PLYWOOD PRODUCTS WOOD FRAME CONSTRUCTION SUPERVISION OR INSPECTION OF THIS CONSTRUCTION PROJECT. 5HEATHING AT TOP& BOTTOM MANUAL FOR 1 + 2 FAMILY HOUSE PRESCRIPTIVE 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS - METHOD 1-1/2"WIDE/20 GAUGE METAL STRAP @ 4b"O.G. DO NOT SCALE DRAWINGS. METAL STRAP WRAPPED DOUBLE TOP PLATE 5. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM OF GROUND SNOW LOAD: 20 P5F AROUND SILL PLATE 28 DAY STRENGTH OF 3000 P51. 1-1/2"WIDE/20 GAUGE METAL 5TRAP @48"O.C. 6. DO NOT BACKFILL AGAINST FOUNDATON WALLS UNTILL FLOOR FIRST LEVEL: 40 P5F L.L. NAIL 5HEATHING TO 511-1-PLATE LIVING AREAS: 40 P5F L.L. SYSTEM INSTALLATION 15 COMPLETE. BEDROOMS: 30 P5F L.L. 2X6 ACG TREATED SILL PLATES 1. ALL PENETRATIONS BETWEEN LEVELS SHALL BE FIRE STOPPED. DECKS: 40 P5F L.L. \_50'X 12"ANGHOR BOLT @ 36"O.C.W/ AIR SEAL ALL EXTERIOR PENETRATIONS. FLASHING TO BE WIND SPEED: 130 MPH WA5HER&3x3 BEARING PLATES . PROVIDED AT ALL BREAKS IN ROOF LINES, CHIMNEYS, SKYLIGHTS, SEISMIC DESIGN CATEGORY: B EXTERIOR DOORS, WINDOW5, DECKS, AND WHERE REQUIRED. WEATHERING: SEVERE 8. NOTIFY ENGINEER IN WRITING OF ALL CHANGES PRIOR TO AND FROST LINE DEPTH: 36" DURING CONSTRUCTION. TERMITE: MODERATE TO HEAVY 9. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE DECAY: SLIGHT NAILING l.S)C H E D U LE NECESSARY TO PROTECT DESIGNER, ENGINEER, AND OWNER. ICE SHIELD UNDERLAYMENT REQUIRED: YES, VALLEYS & PERIMETER 10. CARBON MONOXIDE ALARMS SHALL BE PROVIDED ON EACH LEVEL WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST & PAPER A550C. 2001 EDITION AND IN BASEMENT WHEN APPLICABLE. SMOKE DETECTORS ARE 51ZED FOR COMMON NAILS REQUIRED IN EACH BEDROOM AND EACH LEVEL OF DWELLING RAFTER/TOP PLATE 3-Sd (TOE NAILED) ACCORDING TO NEW YORK STATE BUILDING CODE. CEILING J015T/TOP PLATE 3-Sd (TOE NAILED) CEILING J015T/PARAL.LEL RAFTER 7-16d (FACE NAILED) CEILING J015T LAPS OVER PARTITION 1-16d (FACED NAILED) COLLAR TIE/RAFTER 2-Sd (EA. END 1-1/4" STRAP) BLOCKING/RAFTER 2-5d (TOE NAILED) RIM BOARD/RAFTER 2-16d (END NAILED) TOP PLATE/TOP PLATE 2-16d (FACE NAILED) PLUMBING E TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) WIND- BORN DEBRIS PROTECTION r" U M B I N G RISER DIAGRAM STUD/STUD 2-16d (FACE NAILED) NOT TO SCALE HEADER/HEADER 16d (FACE NAILED) TOP OR BOTTOM PLATE/STUD 2-16d (END NAILED PLAN DESIGN ( BUILD BOTTOM PLATE/FLOOR JOIST 2-16d (PAGE NAILED) J015T/51LL, TOP PALTE OR GIRDER 4-Sd (TOE NAILED) GLAZED OPENINGS TO BE PROTECTED IN ACCORDANCE WITH BRIDGING/J015T 2-8d (TOE NAILED) A5TM E1996 AND A5TEM Elbb6 LARGE MISSILE TEST. 4" ROOF VENT DESIGN DRANINGS BLOCKING/JOIST 2-6d (TOE NAILED) STRUCTURAL PANELS TO BE PRE-GUT, LABELED, AND BLOCKIN6/511-1- OR TOP PLATE 3-16d (TOE NAILED) MAINTAINED ON SITE. 3 1�lEST GREEK LEDGER STRIP/BEAM 3-16d (FACE NAILED) J015T ON LEDGER/BEAM 3-SD (TOE NAILED) PO BOX 256 BAND J015T/JO15T 3-16d (END NAILED) PANELS 5PAN5 < 4'0 WIDE BAND JTOP PLATE 2-16d (TOE NAILED) PLYWOOD OD ROOF 3/4" (23/32") APA 48/24 SPAN RATED PLYWOOD SHEATHING NEN SUFFOLK, NY 11 q56 ROOF DECKING Sd @ 4" O.G. EDGES, @ 8" O.G. FIELD STRIP 5HEATHING Sd (ONE/RAFTER) FASTEN STRUCTURAL PANEL TO BUILDING W/ #10X3" GALV. OR PLYWOOD WALL SHEATHING Sd @ 4" O.G. EDGE5, @ 8" O.G. FIELD 55 5GREW5 W/ WA5HER5 AT 16" O.G. OVERLAP OPENING 4" PLYWOOD 5UBFLOOR DECKING SD @ 6" O.G. EDGE5, @ 12" O.G. FIELD 11/2" 11/2" 1 1/2" 1 1/2" ENIGINEER 1 1/2" LAV. W.C. W.C. L GONDOLA ENGINEERING, P.G. 1 1/211 1755 5165BEE ROAD I I FRAMINGNOTES ° I I ° SHOOWER OR BATH SHOWER OR BATH SHOWER OR BATH SECOND FLOOR MATTITUGK, NY 11 q52 I 2" 1. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH2" ° I I ° 2 3 311 STRUCTURAL GRADE #2 OR BETTER. 3" ISSUE/REVISIONS 2. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND L- - - - - - - - - - -1 3 11° ° ° ° FLOOR OPENINGS OR A5 NOTED. NOT TO SCALE BIDDING SET 10.0q. 18 3. DOUBLE FRAMING UNDER POSTS AND PARALLEL PARTITIONS OR A5 NOTED ON DRAWING5. 4. PROVIDE 50LID BLOCKING FOR ALL J015T5 AND FLOOR BEAMS AT PANELS SPANS 4'0 OR WIDER 1 1/2" PROJECT MAXIMUM 8.0 FT ON CENTER. 3/4" (23/32") APA 4b124 SPAN RATED PLYWOOD SHEATHING W/ 2X4 1 1/2" 1 1/2" 1 1/2" GAGIOPPO RESIDENCE 5. SUPPORT ALL HEADERS 6.0 FT AND OVER WITH DOUBLE UPRIGHTS. 5TRONG-BACKS @ 24 O.G. 51ZE TO OVERLAP OPENINGS 4 AND W C 3„ 1 1/2 1 1/2 1 1/2 1 1/2 2 SUPPORT ALL HEADERS 9.0 FT AND OVER WITH TRIPLE UPRIGHTS. FASTEN PLYWOOD TO 2X4 BRACING W/ #10X3" GALV. OR 55 5GREW5 1 1/2" LAV. W.C. LAV. SINK SINK 4805 ALVAH'S LANE ALL HEADERS SHALL BE 51ZED A5 NOTED OR MINIMUM OF 2-2X8. W/WA5HER5 AT 12" O.G. FASTEN STRUCTURAL PANEL TO M FIRST FLOOR GUTGI-f000E NY 11 q35 6. ALL PENETRATIONS BETWEEN LEVELS SHALL BE FIRE STOPPED. BUILDING W/ #10X3" GALV. OR 55 5GREW5 W/ WASHERS AT 16" O.G. SHOWER OR BATH SHOWER OR BATH SHOWER OR BATH , AIR SEAL ALL EXTERIOR PENETRATIONS. FLASHING TO BE 2" 1 1/2" 2,1 3„ 1 1/2" 1 1/2" 1 1/2" 1 C.O. PROVIDED AT ALL BREAKS IN ROOF LINES, CHIMNEYS, SKYLIGHTS, 311 2" EXTERIOR DOORS, WINDOW5, DECKS, AND WHERE REQUIRED. I I I°I I°I 3„ SCALE I I I I I I I I I I 2X4 STIFFENERS 3 �- 1. NAILING SCHEDULE TO COMPLY WITH N.Y.5. ALL EXTERIOR NAILS I I I I I I I I I I N. T.5 TO BE GALVANIZED. I°I I°I I I I°1 I°I 8. FASTEN ALL FLUSH WOOD CONNECTIONS WITH RATED GALVANIZED I I I I I I I I I TO HOUSE I I I I I I I I I I SANITARY SYSTEM METAL CONNECTORS BY 51MPSON OR APPROVED EQUAL. I I I I I I I I A55EMBLE MULTIPLE SECTIONS 9. NAIL PLYWOOD SHEATHING WITH Sd @ 4" O.G. AT EDGES AND bd @ ° °I i i i°i i°i W/ 1/4" THICK BOLTS @ 2' 0.C,. D fi�AI�V I N G II II i I II II NOTES 12" O.G. IN FIELD I I I I I I 10. ATTACH ALL ROOF RAFTERS TO PLATE AND STUD WITH GALV. I I I I I ' 1} I II 101 4� HURRICANE TYPE CONNECTORS. NOT TO SCALE 11 . MULTIPLE LVL MEMBERS SHALL BE COMBINED AS PER COMMENDATIONS. ALL JOISTS GIRDERS AND s MANUFACTURES RE HEADER5 TO 14AVE BEARING 5TIFFENER5 A5 PER MANUFACTURER. blb rb+ t, 41'-5 1/2" 24"X24" X 12" POURED GONG. FOOTING W/&"X16" G.M.U. PEDESTAL 1^1/(2) #4 VERTICAL REBAR (TYP.) - -5--- — — — — 11� - - - -- —5� — (3) 2X10 TR NO. FLUSH -- - _ ... 'J - - — — — — — — — — — — - - _j 4' X4' X12" FOU ED GO G. I I _ 2X�1� X16" - :; I PAD W/#5 REBAR 12" 0. . BOTH DR. ( I TR. WD! J015T5 Ii in I I 3' X 3' X 12" OURED GONG. W/3-1/2" O.D. 5TL. PIPE OLUMN AO W/#5 RE AR 12" O.G. BOTH DR. cn PROVIDE 51MP ON I I I I I --rT #LU5210Z ( YPI NI -1/2" O.D. 5TI. PIPE rvOLUMN (TYP.) I iv H.". 1 r I " 40'-1 1/2" 1 DROP TOP OF BRACE TO 5UP ORT G RDER (TYP.) Lu ---' FF--- ----- Cp Ln ;n u, o I 3-1i/2" X 11-7/&" A.P.B.; i; CA i _ 0 0 FLU5H BEAM i� N I 5-1/2 X 11-7/,& A. .B. F� SH BEAM I f oC } pi u? ►- L----------i u- I------------- L---- P05T -I- I ABOVE k o XI I � I c•, ( •�• _ 2X 10 16 _ I o T W 2X10 TR. 1NO. LEDGER BOARD N I _ R D J015T5 '!' � BOLTED W/ 1/2" LAG5 in • I I I � I d- I �. I r �-- — — 5- /2" X 1 " A.P.B. FLUSH BEAM I ' @ 32" O.G. 5TAGGERED EPDM & COPPER FLASHING '- 7'-11 1/2 10'-0 3/4" 10'-0 1/2" I L--- 03/4 cV r------ –� I , 3-1/2" X11-7/&" A.P.6, I ; 5-1/2" X14" A.P.B.; i I I L - - - - - - I - - - - - - - I — "r LIJSHBEAM FLU BEAM L- - - - - - - - - - - - - - - --J 3 X 5'-6" x 12 POURED GONG. PO T I ------- I-----� I r - I -� - -� I ABOVE TJI'5 12" O.G. N/f5 REBAR 12" O.G. BOTH DR. < W/ -1/2" O.D.. 5%. PIPE I I &" THK. POURED GONG. ua FOUNDATION WALL W/ #5 REBAR - I — - - - - - - - - - - -� I I COLUMN I I d I I O I ry @36" O.G. EACH WAY W/36" SPLICE ' in I I SOLID BLOCKING I ( W/ LIQUID APPLIED DAMPROOFING I _ E S BELOW WALL -� —� I J c� I J I I u_ I I u_ 1 4" TI�K. POURED u l GONGRETE SLAB I I = _ `n ui I I 2 #5 CONTINUOUS REBAR ( ) PLAN DESIGN BUILD d—r' 2'-6 3/4" I W/vX6, #10/#10 W1NM 1TOP OF WALL - 14-2 3/4 - 21 -0 1/4" q'-5 1/4" I I � 1-4 B -� DE516N DRAWIN65 CONTRACTOR TO VERIFY &'-6" 5'-611 &' (�" 16'-10 1/4" q'-5 1/4" FINAL I 50' X 12" ANCHOR BOLTS 32" O.C. 1NE5T GREEK DIMENSIONS BASED ON F I .. I P 5T @ BASEMENT ELEVATION AND --------� �- ------- r-------- - r---- -----i I W/ 3X3X3/16" METAL WASHER PO BOX 256 AB VE 12" FROM EACH CORNER MODEL OF ACCESS DOOR I . - � �' -`� - - � l'—` - � NEY�! SUFFOLK, NY 11856 ui - 5-1/ X A P.B. FLUSH BEA,- I = 5-1�2" 14" A.P.B. t;� H BEAM d' � L----------J L- --------J --- --- --� ---- III SOLID BLOCKING i I I I I &"X1b" POURED GONG. FOOTING I ( � BELOW WALL —SET ON UNDISTURBED 501E W/(2) #5 CONTINUOUS REBAR ENGINEER a' 3'X3' FOOTING (TYP.) LONDON ENGINEERING, P.G. UP L ----- ABOVE --- -- r--- o r---- U 1 4; 1 155 51G5BEE ROAD s — — 7 — — — — I 3-1/2" X 14" A.P.B. FLUSH AM, I - - - - �= = - - -1-R - M TTITUGK NY 11 q52 m E-3'X3' OOTING L_- J Ll----- 0" ua q'-10" '- I _� 2X10 TR. NO. LEDGER BOARD 2X10 TR. NO. LEDGER BOARD - I I� I I I �I� �jl� I ; = BOLTED W/ 1/2" LAG5 ISSUE/REY1510N5 BOLTED W/ 1/2 LAG5 I I 4 X 4' X 12 POURED GONG. I I �, CA @ 32" O.G. 5TAGGERED oto I I PAD W/#5 REBAR 12" O.G. I I x X @ 32 O.G. STAGGERED BUDDING 5ET 10.0q. 18 J N N EPDM & COPPER FLASHING EPDM & COPPER FLASHING o ;;I N I I I BOTH DR. W/3-1/2" O.D. >I I I I I I� I� I o �'- - ~ ~ 5%. PIPE COLUMN I I r--- ' ( : _ (3) 2 �0 =4= _ -- -- - -- F ;; 24"X24"X12" POURED GONG. PROVIDE 51MP50N R.�14LI75�,j ----------- - - - ----- PROJ ECT 1 I I I ;�� ( x10 -r�rff.-FLlTSN-L------ -7 W/&X16" G.M.U. PEDESTAL #HHUS210-3Z r.. ' (3) 10 I - - - - - - - - - - - - N - - - — � I W/(2) #4 VERTICAL REBAR (TYP.) GAGIOPPO RE51DENCE 4805 AL\/AH'5 LANE I� I o #HHU5210-3Z o i CUTGHOGUE, NY 11 q35 it v 11� PROVIDE 51MP50N I� i I� I ;d 2X10 TR. NO. LEDGER BOARD #LU5210Z (TYP.) BOLTED W/ 1/2" LAGS X X ;;c @ 32" O.G. 5TAGGERED o 5GALE = EPDM & COPPER FLASHING 1 /4" = 1 ' in r -----, F- --7 r-------I r---- --� -----; -� : _ ___ ____ _______________ _____ _ J_____________ _______ ____ _L _L_ ------------- _ _____ ______________ , ---- � �-- - -►(3) 2X10 TR. WD. FLUSI-I�--- --� �--- --� �----- � FOUNDATI0 PLAN DRAINING `--- SCALE : 1/4" = 1'-0" FOUNDATION PLAN Y. 10'-10" 10'-3 1/2" at— &'-4 1/2" 11' PROJECT NORTH 2400 SF BASEMENT ��` ' '� Mm• 11'-1 1/2 Al 21 21 `T j ria- 53'-1 1/2" 0OZI 55-91/2" A 4X4 TR. NO. P05T SOUARE FOOTAGE 20'-5 1/2" 21' 14'-4" 7 STRAPPED TOP & BOTTOM 2444 SF FIRST FLOOR CASED w/PYG (TVP.) � 216 S F SECOND FLOOR 10'-5 1/2" 10'-6 1/2" 7' 7'-4" (ALT. STRUCTURAL FIBERGLASS COLUMN) 3660 SF TOTAL GROSS HABITABLE TW34510' TW34510' TW34510` TW34510' (3) 9-1/2" LVL CASED 4'_5 5/8" 4'-5 5/8" 4'-5 5/8" ----------------(-2}a-142' >=uL-"91- -1 2°�cq 5T4_- FL.-HDR--------------- 240 0 S F BASEMENT T4^12 510` TW2 510' TW2 510' TW2 510` i � � i _ 996 SF PORCHES (2)2X10 HDR. (TVP.) -- - " 20' 1" o � - ---------DIN N G-------- - - - --------- ----- �, �� IIF �1- -A BEAME GEILING " I v --- ------------------------- -------------------------------- v [a ----------------------------------- - PRE-FAB DIRECT -- -------- --�-� J VENT GA5 FIRE LACE - " 2X10 016" O.G. R.R. — _ 2X10 @1 b' O.G. R.R. �; 14' r > I I/ i. 1 cV Ln o =' _ _ _ _ -� 2X5 @16' O.G. 2Xa @16' O.G. G.J. x 1-- o 5-1/2"X16"A.P.B. STRUCTURAL RID E r' Ln iy '' 1 4'-5" 1 ul I 91/ O F RAF r- -- ---t----------------- ----- -r---� -r--- ----------------------------- ----------------- ------------------------- ------------------- --�- r---- r ---- ------------------------ - -1- o I� GREAT 00 _ _ + _ I I -- ;I t I KITCHEN 3 a GEILING - ;1 I ;; I G t I I A \ Ilu ------I m -- ------------------------- --------- -------------------------------- HIDDEN DOOR I ;; - �i 10 i 1 u u 8'-8 1/2" 6'-10" I I Z - - - - -� - - - ,- - - - �- - - , Sr w r I R/F I II m ccs �3 2 = = I I -- ------ ------ --------------------- ---------------- --------- --- ----- W 3 b 1 ;- c� (3) 11-�I "' VL FLWSH _ ------------- �i— /(2) 1/4"X1 TL. PLS. F 5H ( 11 -71b" L HDR. DR. cli - r V � I �cLK-IN FLUSH Dy,! — —� BENCH& HOES m I GLO5ETI - - - d- 8'-6" GEI INC = _ I ` MU R 8'-6" GEILNG I � Ul BILGO BASEMENT DOOR �+6x1� 132x I I PANTRY `r LAUNDRY = WEST I (2)9-1/2" LVL LR. Q3 I I � 10'-10" m PLAN DESIGN ( BUILD Ln I I r I e— o �✓ 2663 I O I� I o I 1 DESIGN DRANINGS 13 7 "' I NEST GREEK > , o W 9 STH I = RR SU ITE I o 2 I I I I - - �/ KING —� PO' BOX 256 F m r r f I /� lz TRAY GEILING o I CV I Q m (v 1 T (2) 11 LFE •- = 11- a" LVL HD NEN SUFFOLK, NY 11 q56 7'`— 1 FLUSH -� � I = DENOTES o o U I y r EGRE55 WINDOW I I I m m � I I o 1 I �- - ENG 1 N E E R GOINDON ENGINEERING, P.G. o I � � F v I 10'-9 3/4" 32x80 POST WINDOW i I (5)2 I ABOVE (PA) 1 UP CABINET SEAT I 8'-1 3/4" Z 1155 51G5BEE ROAD (3) " R• � � (41-_�1/a" LVL L 5H = ( ) 11- /8" LVL F,LUS� (/ w c1) i a"x� ITL. PL MATTITUGK, NY 11 q52 TW2 052` 4'-0 1/2 � 81 FWH 1611 BATH ( 54x80 �)-2x o C I 7'-13/41' m I - v 15SUE/REVISIONS m 3-6 = ENTRE' _ P BIDDING SET 10.0q. 18 CO ' `� PROJECT a �w Q Z - -- — GGIOPPO RESIDENCE o > I z m° m I I — --- (3) -1/2" LVL G 5ED 10'-3 1/4" _ QQ q- /2" LVL 8'-4" 4805 ALVAH'S LANE _— '-7 1/2" 5'-7 1/2" m^ TW21036 4284 I ; GUTGHOGUE, NY 11 q35 - v ZERO) FQ_ G _ y I o R=UE-GK4N -O-N-T�- - A - SCALE (3) 9-1/2° LVL CASE (3) 9-1/2' LVL GA5E0 DRJbt INC 4X4 TR. NO. P05T 7 7 STRAPPED TOP & BOTTOM_ UP FIRST FLOOR PLAN FIRST FLOOR PLAN CASED"PVC TVP. n n � PROJECT NORTH (ALT. STRUCTURAL FIBER6LA55 21 -3 3/8 8 -4 3!8" 44 SCALE : 1/4 = 1 -0ya , � ` ?"�', p� COLUMN w " - :' i i u u u n i u4 -01/16 C_ t 3 ; 7 -1 1/1611- 6-1 1/16 101-107/16 I 4'-01/2 12-43/4 5 -21/2 2444 SF FIRST FLOOR o 11'-1 1/2" 21' 21' _ � ;' I b I I b I 12 I EPDM O ROOF I b12 1 ROOF BELOW I ASPHALT SHINGLE T(P. I 12 b 2 EPDM ROOF b 12 I 1 47'-7 1/2" 6-5 1/2" 7 10'-2"— 13'-8 q/16" 10'-q 15/161, 6-5 1/2" AX281 AX281 181 I TW 846' TW30410' TW30410` �p LINEN - m EPDM d ROOF 6,-1„ BEDROOM # -- - '.n — v v p - o I6 I v I m 12' WEST CREEK 12'-10" @) � FULL —' F - - - -T - - - -1 0 o WALK-IN z iV v -_ o I c i A 1N CLOSET I v 1 ' 12'-6 1/2" � o 0 0 0 0 2668 2068 -_� w PLAN D ES I G N BUILD .z I .— DENOTES i p cV in BEDROOM #4 1 1- 1 - I z v- EGRESS WINDOW 1 7/8" LVL RIDGE v X J D E516 N D RAM I N G 5 ' SUITE z BEDROOM #2 > 3 _�. — cn o CATHEDRAL 2668 r ZiEST CREEK CV CEILING p _ PULL DOWN 1 j PO BOX 256 _ � � v �' n � ATTIC STAIR ry v o_ '` o J z o m o (3)9-1/2" LVL FL H NEN SUFFOLK, NY 11 q56 o o � ul DN 12 —4'-11 1/2" - q -b ENC-71NEER —LL— LONDON ENGINEERIN6, P.G. r WINDOW , I ' 1 '755 5165BEE ROAD SEAT -' ( ) 9 1/ " LVL D . MATTITUGK NY 11852 3) -1/2' L W/(2) 1/4"X9' STL. L. FL H ' T 310 TW30410` TW30410` AX 81 m BEDROOM 68 iv QUEEN a 5'-21/2" 10'-7" 5'-21/2" ISSUE/REVISIONS o o � (�—�, t li7 12 r, _ 2X10 @16" G.C. R.R. 2YV 2Y1O.G. R.R 2 in 2X10@16' 0G. G.J. \ 2 1 1 ' O.G. G.J._ m 21' BIDDING 5ET 10.0q. 18 t7 r- 13'-q 1/2" 6' —co 12 M � PROJECT 2 ` ' 2 � Lo YVARD OBE I 4,7 GAGIOPPO RE5IDENGE 4805 ALVAH'5 LANE TW30410` TW30410` i 2 2 GUTGHO6 U E, NY 11 q35 2'-7 1/4,, 2'-q 3/4" 211— SCALE ROOF BELOW I EPDM ROOF 1 /411 = 1 ' I 212 � DRAWING SECOND FPLAN 5EGOND FLOOR PLAN PROJECT NORTH SCALE : 1/4" = V-011 �:�.zr��.wb� A. 1216 SF SECOND FLOOR 4 11684 4�$' b 12 b 12 EPDM ROOF 12' b 2' 12 1 12 b b EPDM 12 ROOF 2ND FLOOR ROOF ROOFWES CKLEK ASPHALT SHINGLE TYP. ASPHALT ROOF SHINGLES ON 30#BLDG. Fv- 12 PAPER ON 3/4" PLYWOOD DECKING ON 61 2X10@16' ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING PLAN I DESIGN BUILD EPDM ROOFING WHERE NOTED 12 DESIGN DRANING5 2 GUTTER5 NEST GREEK EPDM PROVIDE 4" K-5TrLE ALUMINUM ROOF GU7TER5 & LEADERS ON BOTTOM PO BOX 256 EDGE OF EACH SLOPING ROOF, NEN 5 U F FOLK NY 11 q56 CONNECTED TO DOWNSPOUTS 2ND FLOOR ROOF AT APPROVED LOCATIONS ASPHALT SHINGLE TYP. ENGINEER 12 8 LONDON ENGINEERING, P.G. 1155 5IC75BEE ROAD MATTITUGK, NY 11 q52 EPDM 12 155UE/REY151ON5 ROOF 21 BIDDING 5ET 10.Oq. 18 EPDM 12 EPDM ROOF 2ND FLOOR ROOF 2ND FLOOR ROOF 2 ROOF ASPHALT SHINGLE TYP. ASPHALT SHINGLE TYP, 12 12 PROJECT 2 � a � a � EPDM ROOF GAGIOPPO RESIDENCE 21 12 4805 ALYAH'5 LANE GUTGHOGUE, NY 11 q35 EPDM ROOF SCALE 12 1 /411 = 1 ' 2 D RADII N G ROOF PLAN PROJECT NORTH ROOF PLA01 NON SCALE : 1/4" _ 1►_0�� (A I -- ROOF ASPHALT ROOF SHINGLES ON 30# BLDG. ORNAMENTAL SHUTTERS T I I I I PAPER ON 3/4" PLYWOOD DECKING ON PERMANENTLY FIXED e1 2X10@16' ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING EXTERIOR TRIM PROVIDE 1X PVC TRIM, 1X6 FASCIA & BOARD, AND 12" SOFFIT W/GONTINUOUS VENT WHERE REQ'D. A 81 PROVIDE PYG CASED BEAMS & TVC 310 COLUMNS AT PORCHES TW5 410` W410' — TM 410' TW3 410' Tff TT m - LRP SIDING 511)INO IN FIBER CEMENT ON PROVIDE PRE—PRIMED LAP BOARD 1 r- WRB 5PEGIFIED BY MANUFACTURER. r 5/8 5HEATHING ON 2X6@16" O.G. FRAMING W/ BATT INSULATION EPDM ROOF T 2 036 iLTvq2E11 rrm 42,54 O FW '1611 DECKING 5/4" MAHOGANY OR IPE DECKING ON TREATED WOOD FRAMING W/ PVC GAP5 AT E06E5 I EAST ELEVATION POURED CONCRETE FOUNDATIO SCALE : 1/4" = 1'-0" I I I I I I I I I I I I �I- - - - - - - � L - - - - - - - - - - - I-- - - - - - - - - - - - - - - - - - - - - - -I= - - - - - - - - - - - - - - - - - - - - - - � L- - - - - - - -I - - - - - - - - - - - - L_ - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - --, WES CKEEK : PLAN I DESIGN BUILD r DE516N DRANINC75 VNE5T GREEK -� -- L PO BOX 256 - �z - - � �- T=1= NEN 5 U EEOLK, NY 11 q56 s -=1 - ENGINEER -- - -- -- LONDON ENGINEERING, P.G. 1755 51G5BEE ROAD ORNAMENTAL SHUTTERS MATTITUGK, NY 11 q52 PERMANENTLY FIXEDTW3 410' TW3 410' TW 46' 0AW m ISSUE/REY1510N5 EPDM ROOF BIDDING 5ET 10.0q. 18 PROJECT GAGIOPPO RE51DENCE FW 1611 TW5 510` TW5 510' TW3 510' TW3 510' TW2 510' TW2 510' TW2 510` TM 510- 4 505 ALVAH'5 LANE ' UT HOO U E, NY 11 q35 DECKING 5/4" MAHOGANY OR IPE DECKING ON TREATED WOOD FRAMING W/ PVC, 56ALE GAP5 AT EDGE5 — — I 114 = 1 ' I I I I I I I D RAYS!I N G POURED GONCR TE FOUNDATION \NEST ELEVATION I I I I ELEVATIONS / Jr ..`l,'F,ill •y dY.. SCALE : 1/4 = V-011 aatiyS : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - JT-- - - - - - - - - - - - - - - - - - - - - - -I—i- - - � L- - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - t $: ,X .A . ". .bd' w ' B LAMP SIDING PROVIDE PRE-PRIMED LAP BOARD EXTERIOR TRIM SIDING IN FIBER GEMENT ON WRB SPECIFIED BY MANUFACTURER. PROVIDE 1X PVC TRIM, 1X6 FASCIA& 5/8 SHEATHING ON 2X6@16" O.G. FRAMING ROOF FRIEZE BOARD, AND 12" SOFFIT W/ BATT INSULATION ASPHALT ROOF SHINGLES ON 30# BLDG. W/GONTINUOU5 VENT WHERE REO'D. — PAPER ON 3/4" PLYWOOD DEGKING ON PROVIDE PVG CASED BEAMS & 2X10@16' ROOF RAFTERS. PROVIDE COLUMNS AT PORCHES CONTINUOUS RIDGE VENTING TW 310 ORNAMENTAL SHUTTERS TW3 410' W41 TW3 410' - PERMANENTLY FIXED � I LLIM N EPDM ROOF D 11FT] F 140 18 FV105150AL FWO 1 181 5 FWO 18 F 0 11 OAL FWO 18 TW 036 T 036 W 436 TW 436 T 1016 11,1 TW 046 --- DEGKING 5/4" MAHOGANY OR IPE DECKING ON TREATED WOOD FRAMING W/ PVC, GAP5 AT EDGES . I 1 I I I I I I I I I I I POURED CONGRITE FOUNDATION I i NORTH ELEVATION I _ SCALE : 1/4" = 1'-0" I I I r�— — — — — — — — — — — —iL — — — — — — — — — — — — — — — — — — — — — — — — — —1T — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- WEST CKEEK L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � PLAN DESIGN BUILD B DESIGN DRANINGS NEST GREEK PO BOX 256 NEN SUFFOLK, NY 11 q56 I ENGINEER EPDM ROOF LONDON ENGINEERING, P.G. I ------- -- - - -- 1 '755 SI65BEE ROAD - MATTITUGK, NY 11 q52 - — _— ORNAMENTAL SHUTTERS li PERMANENTLY FIXED W3;10" TW3 410' TW3 410' E410- TW3 410' 155 U E/REYISI O N S EPDMRooF � BIDDING SET 10.Oq. 18 PROJECT VII GAGIOPPO RESIDENCE 4805 ALYAH'5 LANE TW2 510' TW2 510' T 442 TW 442 TW2 052' TW2 052' TW2 052' C UT GHOG U E, NY 11 X35 DEGKING G 5/4" MAHOGANY OR IPE DECKING ON SCALE TREATED WOOD FRAMING W/ PVC 1 /411 = 1 ' GAP5 AT EDGES D RAIN I N G SOUTH ELEVATION I I POURED GONGRETE FOUNDATION I I I I ELEVATION5 SCALE : 1/4 - V-011 _ - - -IJ - - - - - - - - - - - - - - - - - - - - - - L— - - - - - - -r-1- - - - - --JT— - - - - - - - - - - - - -IT - - - - - - - - - - - Li n . �,, �•. A(o ra L1 L- - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - - - - - -L - - - - - - L - - - - - - - - - - - - - - - - 1- - - - - - - - - - - - J est 4Ad � V 'omk v " VENTED RIDGE CAP (TYP.) ASPHALT ROOF 5HINGLE5 ON 30# BLDG. 12 TOP RIDGE PAPER ON 3/4" PLYNOOD DECKING ON 8 F - - - - - 2X10@16' ROOF RAFTER5 ATTIC 00 r r 3/4" PLYVID. 5UBFLR. \ BETWE BRACING PROVIDE 2X4 BRACING AT 52" O.G. EAT TOP 2ND FLR. PLATE V-0" pp 6 5TA1 R HALL GU co GUE5T BA o Q 6 r 12 BEDROOM EPDM ROOF i J I - - _ TOP 2ND FLR. 12 WEST BEAMED CEILING - - - - - - - - �2 MAIN CREEK PLAN I DESIGN BUILD ITGHE / HALL - ININ m DESIGN DRANIN05 EN Y r NE5T GREEK r l^t D F I 15H RI N N 3 4" r o � FL O R JI JO 5 5. E PO' BOX 256 0 PL T UGT E 00 NEN 5UI=EOLK, NY 11 q56 4L 1 4 1111 11 ILL TOP 15T FLR. m ENGINEER LONDON ENGINEERING, P.G. >00 1 '755 5165BEE ROAD 5-1/2" X 11 -1/5" A.P.B. 5-1/2" X 14" A.P.B. 5-1/2" X 14" A.P.B. . • FLUSH BEAM FLUSH BEAM FLUSH BEAM 3-1/2" X 14" A.P.B. ° _ _ _- _ MAkTTITUGK, NY 11 q52 TJI FLOOR FRAME (SEE PLANS FOR FLUSH BEAM (2) 2X6 TR. N . SILL _ N1 TERMITE 5 IELD 51ZE & SPACING) N/R-30 IN5ULATION _ —_ - -=Nt - 155UE/REY15IONS 4 DIA. STL. COLUMN N/ BASE BIDDING SET 10.0q. 18 I� a- PLATE ON REINF. GONG. FOOTING 4" THK. POURED CONCRETE SLAB - !tel/6X6, #10/#10 NNM ; BASEMENT PROVIDE CONTROL JOINTS _ — = 2 PROJECT CAGIOPPO RE51DENCE -_ IF -_ 14 � = D LINIr T 1 DE5TAL 4805LY1�H,S LANE u�� I-I L I L I (TVP.) CUTCHOGUE, NY 11 g35 i t tt �t fi 1t�t t1 �t t11 � �t t1 =d 12 10 11-411 -- - ( -- -- -- ---- ;---- I -_'� i=__ -_ �(j�-1{I `1r..I�I11} �}yII'-�j��Iy 1(�//�/}`N1{-(�yII. - -- I -� ---- I-------- �---i �---- I I I I I I 11 � I 1 I I I � - - - X II D Iet 111 I In -- =-I = =-I = (2) #5 GONTINUOU5 REBAR 5EGTION5 -- --�__- � TOP OF YVALL _ �•:;:. . ...��;,�,<Pr:-,p__ BUILDING SECTION A q „ _ 5/8" X 12" ANCHOR BOLT5 @ 32" O.G. � SCALE . 3/8 - 1 -0 Al ti.;� �� N13X3X3/16" METAL MASHER 51664 12" FROM EACH CORNER . +Fx_. . r VENTED RIDGE CAP (TYP.) TOP RIDGE ATTIC ' 3l4" K. PL O. 5L FLR. "ETN EN BR GING - �� TOP 2ND FLR. PLATTE BEDROOM GUEST m 0 SUITE BEDROOM B RO M EPDM ROOF TOP 2ND FLR. WEST r CREEK ltl PLAN ( DESIGN ( BUILD � � m = r o DESIGN DRANIN65 MASTER GL05ET MAI BATH UD O � BEDROOM U DR '� _ I Y�lEST GREEK I PO BOX 256 OL � NEN 5 U F FOLK, NY 11956 TOP 15T FLR. TOP FOUNDATION ENGINEER (2) 2X6 TR. NO. SILL GONDON ENGINEERING, P.G. TJI FLOOR FRAME (SEE PLANS FOR 5-1/2" X 14" A.P.B. N1 TERMITE SHIELD ' — 1 '755 5IC75BEE ROAD \\Yz(2) 11 -1/5" LVL SIZE & 5PAG1 ) hl/R-30 INSULATION FLUSH BEAM _ E 11 I = MATTITUCK, NY 11 q52 BASEMENT o � �N ! - ' EXT. STAIR DIA. STL. COLUMN _ ! G1 y15SUE/REVISIONS FOUNDATION N1 BASE PLATE ON 4" THK. POURED CONCRETE 5LAB I BIDDING 5ET 10.0q. 1 S REINF. GONG. FOOTING N16X6, #10/#10 !FNM PROVIDE CONTROL JOINTS I, - = PROJECT . GAGIOPPO RESIDENCE X1 N4805 LVAH,S LANE -- - - -- --- --- --- - - --- - , - - U CUTCHOG -- -- - - ---I I I ---- � --- ,--- - I` — � E, NY 11935 - -- - -- ,� ,, - 1 _4 - 1I - i -- - -� - � SII -- ill _ SCALE Ed I 1A �El M I IE� H �=1 I 1= D RAN i N G SECTIONS BUILDING SECTION B SCALE : 3/8" = V_011Ab ✓ *` ..1684 ,