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HomeMy WebLinkAbout41714-Z 159;& G Town of Southold 10/4/2018 �� P.O.Box 1179 o - d' 53095 Main Rd of `Aap�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39937 Date: 10/4/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 900 Goose Creek Ln, Southold SCTM#: 473889 Sec/Block/Lot: 78.-8-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/5/2017 pursuant to which Building Permit No. 41714 dated 6/6/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, front porch with pergola, rear covered porch rear deck roof deck and outdoor shower as applied for. The certificate is issued to Solution East LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0032 9/17/2018 ELECTRICAL CERTIFICATE NO. 41714 8/21/2018 PLUMBERS CERTIFICATION DATED 8/30.2018 J Zee's Prkumbing Heating u ed Signature 5uoc� TOWN OF SOUTHOLD BUILDING DEPARTMENT C x 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#: 41714 Date: 6/6/2017 Permission is hereby granted to: Solution East LLC 110 Eastside Ave Mattituck, NY 11952 To: reconstruct an existing single family dwelling as applied for per Trustee, DEC, and SCHD approvals. At premises located at: 900 Goose Creek Ln, Southold SCTM # 473889 Sec/Block/Lot# 78.-8-2 Pursuant to application dated 5/5/2017 and approved by the Building Inspector. To expire on 12/6/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,548.00 CO -ADDITION TO DWELLING $50.00 tal: $1,598.00 Building Inspector S Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. (j l F/177 New Construction: a Old or Pre-existing Building: �� (check one) Location of Property: 16 7 6 me-. C_f?k s«, LA-&ju Sg!0 Z t+L-rLis House No. Street Hamlet Owner or Owners of Property: �kA-T z Suffolk County Tax Map No 1000, Section 77eg Block 4& Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: 15� Iw12-A 4; ;'TZ-1 ��eaa�So�t7 Health Dept.Approval: ✓ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature pF SO!/r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(d)-town.Southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOU MOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Solution East LLC Address: 900 Goose Creek Lane city Southold st: New York zip: 11971 Building Permit#: 41714 Section: 78 Block- 8 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Raymond Electrical License No: 5141-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat OIL Duplec Recpt 70 Ceiling Fixtures 21 HID Fixtures Service 3 ph Hot Water OIL GFCI Recpt 12 Wall Fixtures 15 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt 1 Recessed Fixtures 49 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances p1/V Dryer Recpt30A Emergency Fixture Time Clocks Disconnect 200A Switches 64 Twist Lock Exit Fixtures TVSS Other Equipment: 3- Combination Smoke/CO Detectors, 3-Bath Fans, 1- Range Hood, 2- Paddle Fans, 3- Under Cabinet Lights, 11-ARC Fault Circuit Breakers, 1- Combination GFCl/ARC Notes: Fault Circuit Breaker. 20KW Standby Generator with Auto Transfer Switch. Inspector Signature: Date: August 21, 2018 0-Cert Electrical Compliance Form.xls M., . �q so�Tyol�� Town Hall Annex �_ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 C- �d Southold,NY 11971-09590 BUILDING DEPARTMENT D L �" } 1 TOWN OF SOUTHOLD SEP 19 2018 , BUILDING DEPT. CERTIFICATION Date: f ' Building Permit No� 7lq Owner. O f 1 1 S FA st (Please print) Plumber: J . zee 'S 1 t E3� 1 1�e A';' (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. 7 (Plumbe ignature) ��. A Sworn to before me this �� G day of �lt �lc��- , 20.1 �G C Notary Public, (,���O1�C County EVE L.GATZ-SCHWA�MBORN NOTARY PUBLIC.STATE OF NEW YORK Registration No.01GA6274028 Qualified in Suffolk County Commission Expires Dec.24,200 r gaFFnt-tTOWN OF SOUTHOLD ate° c°r�y� BUILDING DEPARTMENT ' N TOWN CLERKS OFFICE� , �y • 04. 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#: 40439 Date: 2/1/2016 Permission is hereby granted to: Primich, Michael 247 Big Piece Rd Fairfield, NJ 07004 To: 200 Amp Underground Electric Service At premises located at: " 900 Goose Creek Ln, Southold �i SCTM # 473889 Sec/Block/Lot# 78.-8-2 Pursuant to application dated 2/1/2016 and approved by the Building Inspector. To expire on 8/2/2017. Fees: ELECTRIC $85.00 Total: $85.00 /pio uilding Inspe DF so�Ty�l � o Town Hall Annex Izphtsrre(6 1-765-1802- 54375_gain Road cn aaz(63i)765- 5 2 P.o-sox 1179 e ro er.riche fown.saufl�-- i0 n Rus I Southold,NY 11971-0959co FEB 1 2016 - I � B U ILD ING D EPARTMI;NT — - -- TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �2� �o`� ,�!$G Date. �? lCompany Name: Name: -17 J�(O/�17 Usfic License No.: ' /,/ I Address: AV - Phone-No.: JOBSITE (NFORIVIATfON: ( {ndicates required information) / *Name: �LG�/ '®f�� ,���T - - Pr/ f c- d2 *Addy-ess: *Cross Street: { *Phone No-: wectlow- ' Per-mit No.:Tax•Map District: - 1000 Block: Lot *BRILF DESCRIPTION OF WORK(Please Print Clearly) i (Please Circle All That Apply) *Is job ready for inspection: YES/0 Rough In Final *Do-you need a Temp Certificate: NO Temp Information (If ded) *Service Size: 61�p�h 3Phase - 00 150 300 350 400 Other *New Service: Re-conne Undergro Number of Meters/ Change of Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICAT[ON V �82-Request for inspection Form Cq. Itol�� .BUILDING`D°EPARTM.- T YOWN:.:O`F;SOUTH�OLD . �' .x Town.Hall,Annex: 543Z5,Main;Road PO.Box�1.176:�Sout(�old,NY.11971-0959`.. Teiephorie.(631).„765-146x'”Fax(631):765=9502 -Date Number,of'Meters: ! _ -'_ Temporary-Certificate.; L Overhead C]`.' Undergrourid .:New.Sei ffto`Q Chan a of Ser�'ice Reconnect Existin Service `•'t_`ocafionµ . ssuecl;to �C�ccQt ham:°� ry', ✓ 'H ,%iristalled.by'µ 1 tGt,t`�_-L � c:#G_ 'Reference=77 � Application;fat•electricat wrvice equipment is on file with3tfieTown.of'Southoid.On ap' lkc s',notification , that thi6.instaitation scbmplete;the,town will conduct a premises•inspectiombf the sery�ee egutpment:- Th" " erific n is s from.3he above date:' Authorized(iy 4 � ho��oe sooryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION ( 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) REMARKS: .� kou K40v 1e 4y'ff-,-> DATE INSPECTOR SO(/lyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) R ARKS: Vftj PrAt--oi QK DATE INSPECTOR AWN SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRIG / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: t�(ftfif" i/ k�,az Q DATE INSPECTOR �pF SOUrH h�� Olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPEC ICN [ ] 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) REMARKS: PIVMbInA ! Q DATE INSPECTOR oF so o`o cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI E SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: (f -Xr��� e&,,vv* � d Syynoy\- 1- 4,0 '03c(,� rcftA V, DATE 1 S� INSPECTOR �pF SOlJj9 �o� Olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: lxz 4 DATE INSPECTOR �o��OF SOUlyO� # TOWN OF SOUTHOLD BUILDING DEPT. `�courme�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] tkSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ()�rrin%A L° fin Ce�lQi✓ Awe j DATE 9 rg INSPECTOR- ENERGY TESTING SERVICES,LLC ` "The Best Energy is Saved Energy" 1648-A Locust Avenue,• Bohemia,NY 11716 631-244-2627 Fax: 631-244-2629 www.energytestingservices.com t , August 15,2018 SEP _ 1 9 2018 Solution East 900 Goose Creek Lane � �D ICS D . Southold, NY 11971 ` As requested by the Town of Southold, Energy Testing Services was retained by the Solution East to perform a Blower Door Test at the above said residence. Michael Caruso, HERS Rater License BER-7960376 performed above said test and found that the above residence has satisfied the NY State requirement 3 air changes per hour with the results of the Blower Door at 1.5 air changes per hour which more than passes the requirement. If there is any further information that you need,please do not hesitate to contact us. Thank you Michael Caruso Rater Builders & Homeowners Certified Source for: ... Home Energy Rating Service(HERS) • Manual J&D • Infrared Imaging A«RWrMe Certified Home Performance Energy Audits oacnNWATIOv All designed to improve home comfort, durability, health &safety and to reduce homeowners'energy costs. L0% I Delfino Insulation Co., Inc. Proposal 317 Burman Blvd. Phone: 631)329-7181 Calverton,NY 11933 Fax: 631)329-7159 Proposal"No.: 31083 Date: 11128/2017 Harken Construction Job Address: NEW HOUSE/900 GOOSECREEK LANE 110 Eastside Ave 900 GOOSECREEK LANE Mattituck, NY 11971 SOUTHOLD, NY 11971 Fax: (516)971-5871 Phase: FIRECAULK Work Area Inventory Item Penetrations MX-Fire Caulking FIRECAULK Total: $350.00 Phase: FOAM PHASE - Work Area Inventory Item Attic Rootiine Closed Cell Foam 3"CLOSED CELL FOAM 2x10 Closed Flat Ceiling Closed Cell Foam 3"CLOSED CELL FOAM 2x10 Closed Sloped Ceiling Closed Cell Foam 3"CLOSED CELL FOAM Gable Wall(s) Closed Cell Foam 2"CLOSED CELL FOAM 2x6 Exterior Walls Closed Cell Foam 2"CLOSED CELL FOAM Boxends Closed Cell Foam 2"CLOSED CELL FOAM WINDOWS&DOORS MX-DW Low Expansion Foam FOAM PHASE Total: $8000.00 • a q �t �y reeppcS i' ;� 7yla )�" U d N OF Continued on next page. . . . . . . . . OCT - 5 2018 M DTKG DEPT. TO � p.s�Y'+J 1��9�PW" �i NiJ�:`..e.L_:1 D r � Delfino Insulation Co.; Inc. Proposal 317 Burman Blvd. Phone: (631)329-7181 Calverton,NY 11933 Fax: (631)328-7158 Proposal No.: 31083 Date: 11/28/2017 Harken Construction Job Address: NEW HOUSE/900 GOOSECREEK LANE 110 Eastside Ave 900 GOOSECREEK LANE } Mattituck,NY 11971 SOUTHOLD,NY 11971 Fax: (516)971-5871 Phase: BATT PHASE Work Area Inventory Item Attic Rootilne R-30 Kraft HD Insulation 200 Closed Flat Ceiling R-30 Kraft HD Insulation 200 Closed Sloped Ceiling R-30 Kraft HD insulation Gable Wall(s) R-13 Kraft Faced Insulation 2x6 Exterior Walls R-13 Kraft Faced Insulation Stairwell to Basement R-13 Kraft Faced Insulation BATT PHASE Total: $2800.00 Phase: CELLAR CEILING Work Area Inventory Item Cellar Ceiling R-30 Kraft HD Insulation Cellar Ceiling R-30 Kraft HD Insulation RIM JOISTS R-13 Kraft Faced Insulation CELLAR CEILING Total: $1300.00 J Phase: CELLAR WALLS Work Area Inventory Item CW Cellar Walls Closed Cell Foam 3= y 2"CLOSED CELL FOAM Closed Cell Foam CRW-Curtain Walls 0 y°pry 2"CLOSED CELL FOAM a 11 �N 1 �6 -017 OF H � Continued on next page. . . . . . . . . 1 l Delfino Insulation Co. , Inc. Proposal 317 Burman Blvd. Phone: (631)329-7181 Calverton,NY 11933 Fax: (631)329-7159 Proposal No.: 31083 Date: 1112812017 Harken Construction Job Address: NEW HOUSE/900 GOOSECREEK LANE 110 Eastside Ave 900 GOOSECREEK LANE Mattituck, NY 11971 SOUTHOLD, NY 11971 Fax: (516)971-5871 Option: SOUND CEILING SD1C-S.D.1st Fir.Ceiling R-19 Unlaced Insulation SD2C-S.D.2nd Fir Ceiling R-19 Unlaced Insulation Option Amount Initial to Approve _Initial to Decline $1300.00 Option: SOUND WALLS SDIW-S.D.Interior Walls R-11 Kraft Faced Insulation Option Amount Initial to Approve _Initial to Decline $600.00 M ®0 73� - �OF 1 1 ` Delfino Insulation Co., Inc. Proposal 317 Burman Blvd. Phone: (631)329-7181 Calverton,NY 11933 _ Fax: (631)329-7159 Proposal No.: 31083 Date: 11/28/2017 Harken Construction Job Address: NEW HOUSE/900 GOOSECREEK LANE 110 Eastside Ave 900 GOOSECREEK LANE Mattituck, NY 11971 SOUTHOLD, NY 11971 Fax: (516)971-5871 CELLAR WALLS Total: $2800.00 Phase: BOTTOM PLATE Work Area Inventory Item Bottom Plate(Exterior Walls) MX-White Multi Purpose Caulk BOTTOM PLATE Total: $200.00 D JPO^ , r , r OF We propose hereby to furnish materials&labor in accordance with the above specifications for the sum of $15450.00 Payment to be made in full,plus any applicable sales tax,in accordance with the*Terms stated herein. All material is guaranteed to be as specified.All work to be completed in a workman like manner according to standard practices. Any alterations or deviation from above specifications involving extra costs will be executed only upon written orders and will become an extra change over and above the estimate. All agreements contingent upon strikes,accident or delays beyond our control.Owner to carry fire,lomado and other necessary Insurunoa Our workers are fully covered by workman's compensation insurance.The undersigned hereby agrees that in the event legal action Is Instituted to enforce payment of an ouWan" balance,a reasonable amount will be added thereto for attorney's fees and legal costs,as well as the prevailing statue interest rate fron the date the original arnowd waa due. ALL JOBS ARE C.O.D.UNLESS PRIOR CREDIT APPROVAL HAS BEEN ACCEPTED. ALL DEBRIS IS TO BE BAGGED AND LEFT ON SITE. ALL FOAM APPLICATIONS REQUIRE A 50%DEPOSIT AND SIGNED PROPOSAL PRIOR TO COMMENCEMENT OF WORK. Note:This proposal may be withdrawn by us if not accepted within 30 days. FOAM JOBS:It is advised that all persons and pets vacate the premises during the spray foam application and for a period of 24hrs there affer wtao loam b ourirrl foam is sprayed to a nominal thickness. "ACCEPTANCE OF PROPOSAL: are satisfactory and are hereby accepted. You are authorized to do the work as spedil� The above prices,specifications and conditions Date Customer r ® Delfino, Insulation invoice 317 Burman Blvd Phone: (631)329-7181 Calverton,NY 11933 Fax: (631)329-7159 Number: 31941 Date: 10/2/2018 Harken Construction Job Address: IN/900 GOOSE CREEK LANE 110 Eastside Avenue SOUTHOLD,NY 11971 Mattituck,NY 11971 Customer PO# Terms: Proposal(s): Work Order(s) COD 31941 THERMAL BARRIER Mechanical Room Walls DC315 Thermal Barrier CW-Cellar Walls DC315 Thermal Barrier Rim Joist ; DC315 Thermal Barrier THERMAL BARRIER Total: $955.00 u OF H�� 'REMIT-TO: DELFINO INSULATION CO. INC 317 Burman Blvd - Invoice Total: $955.00 Calverton,NY 11933130 P (631-329-7181 D z Phone:(63132 j. 1' �r Delfino Insulation Co., Inc. Proposal , 317 Burman Blvd. Phone: (631)329-7189 CaNerton,NY 11933 Fax {631)329-7159 Proposal No.: 31083 Date: 1112812017 Harken Construction Job Address: NEW HOUSE/900 GOOSECREEK LANE 110 Eastside Ave 900 GOOSECREEK LANE Mattituck,NY 11971 SQUTHOLD,NY 11971 Fax: (516)971-5871 Option: SOUND CEILING SD1C-S.D.1st Fir.Ceffiwa R-19 Unlaced Insulation SD2C-S.D.2nd FIr Ceding R-19 linfaced Insulation Option Amount Initial to Approve._Initial to Decine $1300.00 Option: SOUND WALLS SMM S.D.Interlor Wafls R-1 i Kraft Faced Insulation • Option Amount Initial to Approve_Initial to Decline $600.00 D A t3a73� . Delfino Insulation Co., Inc. Proposal 317 Burman Blvd. Phone: (631)329-7181 Calverton,NY 11933 Fax* (631)329-7159 Proposal No.: 31083 Date: 11/2812017 Harken Construction Job Address: NEW HOUSE/900 GOOSECREEK LANE 110 Eastside Ave 900 GOOSECREEK LANE Mattituck,NY 11971 SOUTHOLD,NY 11971 Fax: (516)971-5871 CELLAR WALLS Total: $2800.00 Phase: BOTTOM PLATE Work Area Inventory Item BOtt6rn Plate(Exterior Walls) MX-White Mufti Purpose Caulk BOTTOM PLATE Total:, $200.00 ,c gf-Q Ap Ole: we propose hereby to famish materials&Lab"in accordance with the above Specifications for the sum Or'. Payment to be made in full,plus any appti-bie Sales tax,in accordance with the'Terms stated herein. Allmaterial is guaranteed to be as specified.All work to be completed in a workman like manner according to standard practices. Any alterations or deviation from above specifications involving extra costs will be executed only upon written orders and will become an extra chwW owf and abow the estimate. Ali agreements Contingent upon strikes,accident or delays beyond our control.owner to carry fire,tornado and other necessary lnmanp- Oul hers are fully covered by workman's compensation Insurance-The undersigned hereby agrees that In the event legal action Is Instituted to"twos payment of an OVUW" balance,a reasonable amount will be added thereto for attorney's fees and legal costs,as well as the prevailing Statue Interest rate iron trm data the arvins ormwd was due. ALL JOBS ARE C.O.D.UNLESS PRIOR CREDIT APPROVAL HAS BEEN ACCEPTED. ALL DEBRIS IS TO BE BAGGED AND LEFT ON SITE. ALL FOAM APPLICATIONS REQUIRE A 50%DEPOSIT AND SIGNED PROPOSAL PRIOR To COMMENCEMENT OF WORK Note.,This proposal may be withdrawn by us if not accepted within 30 days. FOAM JOBS:It Is advised that all persons and Pets vacate the premises during the Spray foam application and for a period*1 24M them atter wtft kpim IS mrpq Al foam Is sprayed to a nominal thickness. *ACCEPTANCE OF PROPOSAL. The above prices.Specifications and oondillons are satisfactory and are hereby accepted. You are authorized to do the wont as aped Date Customer Delfino Insulation Co., Inc. Proposal 317 Burman Blvd. Phone: 831)329-7181 Calverton,NY 11933 Fax: `(631)329-7159 Proposal No.:, 31083 Date: 11/28/2017 Harken Construction Job Address: NEW HOUSE/900 GOOSECREEK LANE 110 Eastside Ave 900 GOOSECREEK LANE Mattituck;NY 11971 SOUTHOLD,NY 11971 Fax: (516)971-5871 Phase., FIRECAULK Work Area Inventory Item Penetrations MX-Fire Caulking FIRECAULK Total: $350.00 Phase: -FOAM PHASE Work Area Inventory Item Aft Roorme Closed Cell Foam 3"CLOSED CELL FOAM 2x10 Closed Flat Ceiling Closed'Celi Foam 3r CLOSED CELL FOAM 2x10 Closed Sloped Ceiling Closed,Cell Foam W CLOSED CELL FOAM Gable Wall(s) Closed Cell Foam 2"CLOSED CELL FOAM 2X6 Exterior Walls Closed Cell Foam r CLOSED CELL FOAM Boxends Closed Cell Foam 2"CLOSED CELL FOAM WINDOWS&DOORS MX-DW Low Expansion Foam FOAM PHASE Total: $8000.00 Continued on next page.. . ... K KA Delfino Insulation Co., Inc. Proposal 317 Burman Blvd. PhoPhone: (631)329-7159 2 329-7181 Caiverton,NY 11933 Proposal No.: 31083 Date: 11128/2017 Harken Construction Job Address: NEW HOUSE1900 GOOSECREEK LANE 110 Eastside Ave 90o GOOSECREEK LANE. Mattituck,NY 11971 SOUTHOLD,NY 11971 Pax:` (516)971-5671 Phase: BATT PHASE Work Area inventory Item Attic Robiline R-30 Kraft HD Insulation 2x10 Closed Flat Catling R-30 Kraft HD Insulation 2x10'Ciosed Sloped Coifing R-30 Kraft HD Insulation Gable Wall(s) R-13 Kraft Faced Insutation 2x8 Exterlor Walls R-13 Kraft Faced insulation Stairwell to Basement R•13 Kraft Faced insulation BATT PHASE Total: $2800.00 Phase: CELLAR CEILING Work Area Inventory item Getter CeiIlng, R 3o Kraft HD insulation Cellar Ceiling ,R.3o Kraft HD-Insulation RIM JOISTS R-13 Kraft'Faced insulation CELLAR CEILING Total: $1300.00 Phase. CELLAR WALLS Work Area inventory item CW Cellar Waps Closed Cell Foam aw V CLOSED CELL FOAM Closed Cell Foam CRW-Curtain Waits r CLOSED CELL FOAM �,, ""'•" u� Continued on next page......, ID Delfino Insulation Invoice 317 Burman Blvd Phone: (631)329-7181 Calverton,NY 11933 Fax: (631)329-7159 Number: 31941 Date: 10/2/2018 Harken Construction Job Address: IN/9W?GOOSE CREEK LANE 110 Eastside avenue SOUTHOLD,NY 11971 Mattituck,NY 11971 Customer PO# Terms: Proposal(s): Work Order(s) COD 31941 THERMAL BARRIER Mechanical Room Walls DC315 Thermal Barrier CW-Cellar Walls DC315 Themtal Barrier Rim Joist DC315 Thermal Barrier, THERMAL BARRIER Total: $95S>ttf! .0173 OF REMIT TO: DELFINO INSULATION CO.INC 317 Burman Blvd Invoice Total: $955.00 Calverton,NY 11933 d n Phone:(631-323-7181 ow II -21 Mffm!-Vilk S ill , IC I ,. . _ r� r .. _ � . . rrm;. Or IF A 04 MIN 19IM mmul *A IMF AKJW In i LORM �. �� . - • ��' � •��/,.'���i1�I � .�: 1■1111 4� ,+ I r � h TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST' BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971_ 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval, FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check ' ' Septic Form N.Y.S.D.E.C. _ Trustees C.O.Application " Flood Permit Examined 20 Single&&Separate Truss Identification Form Storm-Water Assessment Form r Contact: Approved 20 ! Mail to: Disapproved a/c Phone: d _ , Expiration Z 20� ilding pec r'• PLICATION FOR BUILDING PERMIT' ' MAY — 5 2017 Date r' , 20-L-7- - 'INSTRUCTIONS' BUILDING Dom• a-� t completely filled in by'typewriter or in'ink and submitted to the Building Inspector with 4 sets of pla ,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises;relationship to adjoining'premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises-available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a-Certificate of Occupancy. L f.Every building permit shall expire if the work authorized has'not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or"other regulations affecting the property have been'enacted'in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Departmeafor the issuance of a Building Permit pursuant to'the Building Zone Ordinance of the Town of•Southold, Suffolk County,New York,and other applicable Laws,Ordinances or, Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulatio s,and to.admit authorized inspectors on premises and in building for necessary inspections. , 1 (Signature of applicant or,name, f a corporation) Z io 1N ey. �..si. lsso(o , M`t MY (Mailing address of applicant) 1c, 11 State whether applicant is owner, lessee,agent, architect,engineer,general contractor, electrician,plumber or builder Name of owner of premises G 4 A U ell y-6 T L (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No.' 1. Location of land on which proposed work will be done: 9 00 VC SG, G M61C. `!-ANE S d uT14oul> House Number Street Hamlet County Tax Map No. 1000 Section 8 Block 'j' Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 61 tj ril _ —54t t t vy -D w E Gtei N G, b. -Intended use and occupancy S t w 0 tr-, tyq l M G 3. Nature of work(check which applicable):New BuildinAddition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units I Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. I � l 7. Dimensions of existing structures, if any: Front 4(7 Rear 40 Depth �'D Height �"o ` Number'of Stories /,- Dimensions of same structure with alterations or additions: Front .4® � Rear 40 Depth Height 42 ' Number of Ptorles� 8. Dimensions of entire new c nstrruction: Front 1 5 Rear l S 11 Dept$ Height 1 (0 ' Number of Stories I f 9. Size of lot:Front Rear '�� Depth 20 D 10. Date of Purchase Name of Former Owner ..... .a.v,.W Y.r•.t �4Fi.V �•��,Y a+:.0� 11. Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO_X_ 13. Will lot be re-graded? YES NO x Will excess fill be removed from premises?YES NO__X_ M*rfl TUuc- 14.Names of Owner of premises C1449UX> )::�I rL Address I l0 I^JFsi s I Dc l4 v6. phone No. 4 Name of Architect 1:-:L4 r+GTA ��i�N Address�, M1X e s hone No Name of Contractor 14 A P Iz c:N •Go MS-c9- • Address I I c, GAsT e t-E A L e Phone No. &S I -M 4-o Z 3 2) 1AA•Tr1TW-r-, NI 111q2- 15 195215 a. Is this property within 100.feet of a tidal wetland or a freshwater wetland? *YES NO *IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO__ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF�� l�� IZCt�e�� �1tit�S being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 0r V-kA t k I�� (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Swor IO before me thi L� day of 20 L ` Not •P lic MELANIE DOROSKI _ Signature of App h ant NOTARY PUBLIC,State of New York No.01 D04634870 C ) Qualified in Suffolk County T � 1� Commission Expires September 30, .. ' /r Z� f,iSk- � "�•+ttj y��' .a-. i��jiih•' ra .,.�tYd,1ty��., ...rrr-, � a�;l �ti tj.�rr �i ,'S ;f �r�/I � J1 �r'�U�'t r,,�tr4tlJ •- �.�r�! , �r�'�ti �rL,� .�.�: • Ir r. 3 ..E 1 1 ti�r ••u• e �!iy .`�is��`�< • ., � • ` '^i?^�S'7+. !;•, �.,•`�� �Illlri C**•`-,,,1 t � 1 1 1 1 / i t 1 1 1 � � 1 1 1 1 1 1 1 1 1 1 ;_ �) �rr'' :ii:.�"++�i 1 1 1 ' 1 ! 1 1 1 / 1 � •1 t 1 t 1 1 � � �' 1 1 r{:Vi i. y � ���+vp•�% 1 t 1 1 1 1 1 1 1 t 1 1 � / 1 1 1 / 1 1 1 1 �S��7r. a•ti/ '• IF 3#1 -Miriv ON a= 4 J t+r�����T \ .i � � i �� •t:�isY 'fit. { t"� � � �`• � 111 `` �}�} ' A ®l Michael J.Domino,President Town Hall Annex John M.Bredemeyer III,Vice-President O 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A. Nicholas Krupski ® �qC Telephone (631) 765-1892 Greg Williams COU�C`I,� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1509C Date: September 19,2018 THIS CERTIFIES that the repair/patch approximately 114 linear feet of existing concrete seawall including two(2)±2' returns; and±6'x8' concrete steps including in-kind/in-place replacement of small broken sections where needed; At 900 Goose Creek Lane, Southold Suffolk County Tax Map#1000-78-8-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 14,2017 pursuant to which Trustees Wetland Permit#9103 Dated October 18,2017,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the repair/patch approximately 114 linear feet of existing concrete seawall including two (2)±2' returns,• and±6'x8' concrete steps including in-lcind/in-place replacement of small broken sections where needed. The certificate is issued to SOLUTION EAST LLC c/o ANNE MARINO&BERNARD TELSEY, MEMBERS owners of the aforesaid property. o - Authorized Signature dahwi t NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04476 PERMIT Under the Environmental Conservation Law ECL PermAt-11ce and Facility iiliva iiatilvai Permit Issued To: Facility: SOLUTION EAST LLC MARINO PROPERTY 440 WEST 44TH ST#2 900 GOOSE CREEK LNISCTM 1000-78-8-2 NEW YORK,NY 10036 SOUTHOLD, NY 11971 Facility Application Contact: EN-CONSULTANTS 1319 N SEA RD SOUTHAMPTON,NY 11968 (631)283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E: 717.227 NYTM-N: 4547.335 Latitude: 41'02'53.8" Longitude: 72°24'55.2" Project Location: 900 Goose Creek Lane - Watercourse- Goose Creek Authorized Activity: Replace existing two story single family dwelling. Construct additional porches, first floor addition, sanitary system, garage and driveway. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved 4/24/2017. (JRP) Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-04476/00001 New Permit Effective Date: 4/24/2017 Expiration Date: 4/23/2022 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:MARK CARRARA, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 Authorized Signature: Date 4/2i� 12017 Page 1 of 6 v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04476 Distribution List EN-CONSULTANTS Marine Habitat Protection JACQUELINE R PASQUINI Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor-shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 50 linear feet from the tidal wetland boundary. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04476 7. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 8. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending ten feet landward of seawall. 9. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area as per the NYSDEC-approved plan, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all'disturbed areas are stabilized with vegetation. 10. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 75 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 11. Dfiveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 12. Direct Runoff'Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 13. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 14. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 15. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse: No claim shall be made against the State of New York on account of any such removal or alteration. Page 3 of 6 d� • NEW YORK STATE DEPARTMENT OF(ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04476 16. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 17. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 18. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Harold F,Tranchon last revised 9/6/16. 19. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility,including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of•the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 4 of 6 v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04476 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony.BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly,discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions,-orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 x; APPLICANT. S.C.T.M.#• 1000 CTER 236 � (Property Owner, esign Professiona, gent,Contractor,Other) o,,,,�, bQsu�/( 11L-�r `79 _ /L STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST r NAME wsiu l►�oM-noN section Block Lot x S M C P -Plan Requirements- Provide ONE copy of the Building Permit Application. Pleax Print Date * The applicant must provide a Complete Explanation and/or Reason for not providing Ill 8T 1Tg I (� /'' all Information that has been Required by the following Checklist Signature Telephone Number 1. A Site Plan drawn to scale Not Less that 60' to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Herel ES show all of the following items: YNO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries 00 b. Total Site Acreage. 00 tipi i o#j-6 o 10 ONc2 c. Existing-Natural & Man Made Features within 500 L.F. =1=7Y,7 of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 e. Limits of Clearing & Area of Proposed Land Disturbance. 0�0 f. Existing & Proposed Contours of the Site (Minimum z Intervals) DRAINAGE g. Location of all existing,&proposed structures, roads, Contact TOS Engineering at 765-1560 before driveways, sidewalks, drainage improvements&utilities. �0 Backfill, OR Provide Engineer's Certification h. Spot Grades & Finish Floor Elevations for all existing& that the drainage has been installed to Code. proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0�© j. Location of proposed Soil Stockpile Area(s). -EROSION&SEDIMENT k. Location of proposed Construction Entrance/Staging Area(s). Shall include 1. Location of proposed concrete washout area(s). 0 M. Location of all proposed erosion&sediment control measures. ®00Wire Racked ' stabilization& 2. Stormwater Management Control Plan must include Calculations showing ' that the stormwater improvements are sized to capture,store,and infiltrate med S on-site the run-off from all impervious surfaces generated by a two(2")inch �0 rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. 6 2017 Items requiring details shall include but not be limited to: a. Erosion& Sediment Controls. 0� b. Construction Entrance&Site Access. EXJ=0 -DING DEW. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) MOLD d. Leaching Structures (e.g.infiltration basins,swales,etc.) **** FOR ENGINEERING LY1 0**** Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By. — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date �i� ®1 i SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 c�ott A_ Russell STF01R \M[W A\T]E][, t SUPERVISOR �v][ A\N A\(Gr]E�yJ[]EN`7C' SOUTHOLD TOWN HALL-P_O.Box 1179 �p 53095 Main Road-SOUrHOLD,NEW YORK 11971 Town of,So u th o l d C11"TER 236 - STORMWATER MANAGEMENT WORK SHEET MAY 10 2017 (TO BE COMPLETED BY THE APPLICANT) , - -- ---- ---D017-THIS--_PR0J C; _TNV® P--T �� 7�-—--- ----- 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. ; El M 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_ ite preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. t ElE_ Site preparation within the one-hundred-year floodplain as depicted on-.FIRM-Map of any watercourse.. F nstallation 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_ [*Elafndoa answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, ture, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan completed Cbeck list Form to the Building Departmenl~Lthyouur Building Permit Application. APPLICANT- (Property Owner.Design Professional.Agent_Contractor,Other) - S.C_T.lvl. _ ]OOO Date aa��,r ��,►q— 7�7 NAMDDtnct q�/NAME- til ,T �l�'�1 D __d, �- Section Block Lot - 'FOR BLIILDING DLPARTN°;r N-r t:SL fjJN i Contact)nformwtort 1 1-7 r qAq � /) Reviewed By_ Date- Property Address / Local ion of Construct)on Work- — — — — — — — — — — — — — Approved for proces�ang Building Perm,t. 9&0 Stormwater Management Control Plan Not Required. 40,0 t SiGmi vaier Manage w,',: Cotitrcl Rcqu;red 1 V1 (Fore ,rd to Eng--. rto.- Denparimen; for Re,,,ewJ FORM ' SMCP - TOS NIAY 201,1 Q�StFFO(,��0 Town Hall Annex �y� Gy Telephone(631)765-1802 54375 Main Road a < Fax(631)765-9502 P. O. Box 1179 w = Southold, NY 11971-0959 �. o � � - BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: I&o 6—c9os�g GR-c� LA-,�js 45007HOIvh Please take notice that the (check applicable line): New commercial or residential structure 6/ Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) ✓ Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) ✓ Floor and oof framing (FR) Signature: I l Name (person submitting this form): LA Z yA ps®VU Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 1 • •f r +r n 'ss.,,, •,3!1,14��� ��=?'s�4 ����•.�h33x."�.`,f�;r���,���•-h.'� a}..t� rlG�Y'��-y��tlr�•� •, r1i� F� ,,r x '.r'c...3r. •vr `x'zK 1... . •, ^i�tr�t�+'ci�."LK"*- ,�„ i'_ "alt• �`S�c rrw 1t4ry J'if • + • w �"t{.��u*r•,'c?`!r Y,.�utit,`��....rr J;'. ar.1 t.,v ��iu�r'&'�Z�yFi � s7��'tir`z,S�`� �+��M .�L�,'a: f:..+,�to�yt +^;��LF•t:� - ��,�u"C.'R'•'wt•• ��'Lt;"� t�� `�rr„'.AYn�l ./�Sw�_•��. � i �"c'`r 'si���'is.�y .�' sra.�.e'+K •/YY�.i`f vc.1 ��' ����r. � �+a t t r� z-t• i r' { r r ��f� rf...3 y?4k.a i� �2�:}? ��' ryt!•/✓ e���:f��a���ly t .r+3` �, f`r< �„.`/, q '`d` �x 3 1 t}�✓ !�� it,lei�l... 7-,1{!'"�it i C 7:,' z i i`•� �� ,�. ✓.%<<"� tit 7h � r.t.<�'�r�•�a �S Y 1��•; ♦ F,ter'�r 'k�tYj�,�t3j ..�, t t r'�,•a- ,�+ ` 5.r� t ty i`�t f �, r • " � i'. s '�".x'�t'.`�'.�wtr�`.0+..s�+,."•;,�. � �!' � s tKrfo"t r i' 9 s+�«�� �� t'.ry,+. •.,ti 1: h Z � ~t�yr..�s x z s 'ti LLL'"' .• "! )) /S P*r•C.� ^^yyam {�r'r 3{%,.}•: ..x t S`'i. x °- '�^-•- ^— eayi'' c a. f,..r Y. c.,,xS.. ° S-rig, • t�.c -`,��s'r�S�i rr})i i SOUryDlo , Town Hall Annex 41 J Telephone(631)765-1802 54375 Main Road N {631)765- 5 P.O.Box 1179 G • O roger.dchert(atown.sotJthoQ .ny us Southold,NY 11971-0959 ON . �y�DUfIjY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: p _ �, C►G « e 716 1-1/1 o Name: � 22G License No.: _ Address: G,, .14-9 In Phone No.: 1 JOBSITE INFORMATION: (*Indicates required information) *Name: DGcr O '.f3j-, f *Address: ] �S G *Cross Street: *Phone No.: — Permit No.: Tax Map District: 100_ ction: Block: Lot: *BRIEF DE"RIPTR®NO W` !fRKv(gi ase Print Clearly) U G!✓� rte, �;�� � (Please Circle All That Apply) *Is job ready for inspection: / NO ough I Final *Do you need a Temp Certificate: Temp Information(If ed) *Service Size: :1P has 3Phase 00 150 20 300 350 . 400 Other *New Service: Re-connect U erground Number of Meters Change of Service Overhead t Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form yin in DeAr7k�-�.�e �Gh�Yv�cam/ v v�rl-, �� e�✓.�� c(/i�i llCt�JY �Gy/Yi2v�Lhq° U✓7 02 o�ev v� cl ,n c�sP— - s8 '7r Jarski, John From: Anne Marino <annemarino440@gmail.com> Sent: Wednesday, October 3, 2018 2:23 PM To: Jarski, John Cc: Chuck Kitz Subject: Fwd: Drainage at goose Creek, permit 41714 From: Chuck Kitz <harkenconstruction2gmail.com> Date: September 24, 2018 at 8:53:09 AM EDT To: annemarino4402gmail.com Subject: Drainage at goose Creek 4 M �a s fill +�J! Qr r �,` 4 F � � i ' jai. •Y 1 I/�ff l ' •S h a• s r t , '4 . lin i q 1 s f ` mat- #At4 M � �• yt r "� �—AV` IL . ��. I to { 8 a s• .. t! " �`4 e�►•� �� � _ � A # �` > f ' 4 / AL WP y ,. w• � t s 4' t �� e a r M I � O / Ord 19 RP .illi 4 r.: M . P No.IP" v 16 i i ai apw J �.. r OMONA Armlpr Alk aAr t w NIrS- 4r f �S 16 4t, r 71 46. r r yam. r p. RI A5�RON FRAME CA',IIP5F—L P.Arrm%w, NG, too-tr,oR MAL. (ON IN5PEC71ON POOL5 Oh=Y} COVL-,R . _HALL S SELOPq FINSHM C71ROOT AROUND FRZ!CA5T 50VO AALL lima AS mr-0.&w. C- O.-ON FRECAOT OR -AFFRO"'W EtOJUIAL. U PRECAS- STOP-,,-! :7tZe'�44 RN'55 A5 M-6.BY 6ARLSON PRWAS-OR APPRov---V EojAL. AIA—MR. YARINOLC STMMLEACHl�* POOL NT5 SHCET -rwo 7 18'-0n AN/X ;- -� �.V ����...t M • a�ae.ay�R�-"V'^�`.�._.--.-, y = ( .. 'rte_. . �i,,,�f.�'i ': i 4 1�► s.-' .;+Tiv-_��•=�! 1r3�=r4i"� _ .- Y _ F^'�,_ ^,,:._, . mE A-— �;i►o?! _w�_% !." +,•g! sir. cam— s +� �� �> t -'• =• .s= � `moi ���=="^= �• �© •_ '.11_M't{ -!?' » f..' �- �jw!�'f�` ,i S'�- i>:Olr a.� :�1►3 r' ';mss --�._ Q '• s rt U. -_fia Vr=. 'M�14�iS�'ih�`% ---'�1�'_fi �►y'Iw''�i�-��.�'�►�=-R.m'�*!.. _:. F.T. �O ti0 � PERSPECTIVE VIEW 36" MINIMUM 2 x 2 FENCE POST WOVEN WIRE FENCE (6 x 6 - 10110 WWF) - z FILTER CLOTH N $LO 't p EMBED FILTER CLOTH 4 MIN. 6" INTO GROUND zil NOTE: __ 1 MAXIMUM DRAINAGE AREA 112 ACRE 1 100 LINEAR FEET SECTION DETAIL - SILT FENCE ' DETAILS SCAM PM SNcer `� c TOTAL LOT AREA = 19,356 SQ. FT. EX.iSTiNG FR DWELLING W/ PROPOSED 2-id sty addition, 4 BEDROOM TOTAL AREA LANDWARD TIDAL WETLANDS BOUNDARY = 17,763 SQ. FT. (7.7) ELEVATIONS AREA SEAWARD TIDAL WETLANDS BOUNDARY = 1,593 SQ. FT. DATUM N.A.V.D. 1988 ZONE X - FFL ELEV. = 10.4 GOOSE CREEKNOTE: // Location of water mains n/ 8 & ad;oiners water supply 0' „ 2 by others and are not 2¢ E 50 32'edged Ncanal)8.35,44"E 5� ` guaranteed. N flag (1 3) op rOximote 1.3) high Water (1.3) flag ( flog E1 E7 E2 z flag "TIDAL WETLANDS BOUNDARY, E6 marsh ve getotion f E3 /X AS DELINEATED BY z flag O NO wall ' 5 flog X wall EN-CONSULTANTS, 10-19-16 � 0 0.6'WF(5.2) cement wall 2.6'W C0 PROPOSE_D__10' ►Nl (5.1)O O Ln NON-TURF BUFFER Ln 0 70O O `— Im- O c N FC W o x 0.0'E J rtU1TT Cif Rl CLZAP, �� (D a 'PSILT_ d OPOSE!? (D Q 1s :floor aadiition 10=x16 Q Z_�, �l o prop_ 10'x24' prop 2nd sty a? U I U I 00 = covG;�d porch in pr- roof deck 10'x16.3' p J l rn lace of ,existing °p deck j o If m patio I m l Cp fnl 1p a :D 00 00 0a) I LP4 7.9) X24 0 163 618.8- c Lr0 CL z (7-6) a O I 1-, I 00 —I existing 2 sty dwelling e 2 4' O O D C0 be reconstructed a O O z O (in—place) with ex aided "�, J Z I Z second story 2 (-7.9) L P 3 o W U� Q 70 29.3 _ D _ 300' rn Q o.� PROPOSED E_ ; O C7 �F q1 rerrtry'porch o O lt: ST 8'x 16.3' pip 8.0) r prop I� O Lij !fRbP 5CD WIRZ.SRcvec) SI!_rl' F�C-1.JCE min. p per �0 9orpty \ approx. location ge Q �- lP_,'4 SIDES ptil2itlG.-qrL- . test / 7S� O \� proposed entry porch hole f cesspool by X20' 8'x16.3' , home owner to - (in place of -existing first be abandoned`0)V V7 ai ry and-stoop),with 6'x8 . prop. a N second sty aE►utre_ �j sarTitary a U b prop - Sam SHE . 5, 3- O system �rE �i le pervious l ct- . :^(B7rt-�NW_4vtl- _pa=T•ArL_* fV rn r-T overheaC p gravel driveway 0 I I I J_ wires - 8 65, Fc n ' o oG 6 4 (8.7) FCV (7.6) 0 5 E �c min. meter 0.4FD - " - 0 6 w\J_ — �- �roN 5.91 ' �C3�n15i: xrRAricE 2o'x35A 64 08'50 W 2 NY 5:.D(?TAPakovED f�A F1': existing S 67°53'50"W. 74.09'. �� water main x GOOSE CREED I,p11VE (9.0 T� :I " (8 0) ( PRIVATE ROAD ) DWELLING / WELL o° DWELLING / PUBLIC WATER �- o 1000-78-8-6 1000-79-2-1 approximate location of well by home owner DRAwI�E CHLcut.AT,+o>�.�: -DRr/F•wAY- d fuAt�-fiat: 1,413-�:i=r_X p,17= ��{C�GUF'r" - . - R FAR 21 so sa F7 X 0 17= 3,*5 CP,F-r L F 14 2 _<_iN_DPtvz�iA�r) Fob. f5f?I�cEy 1r�Y GAai�G� . ^ 6bI4--�jX 5.5'�r p = 123 cv:Ft` X 2= 2-Y6 .Ccs LP_3. Y2 ofROAD F.ARCA 183. cv 1? l C 1 Cry.. 8•n1A x`5 bee? _ 211 C_V F,r L_P -f- % 0-17: ROOF_ARCA = ;j�•g-Cu=FT PRO POSe S'D1 HX 5' D cEP = 2 I I CU FT APPROVAL OF•STORMWATER:MANAGEMENT COIIQTROL lA -T �e 236 R#Rfl"temS&'9tDtifR�f.N'T I'tit{3 S Date:( '=�-�— DRAINAGE INSPECTIONS ARE REQIfIREQ Approved by Contact TOS Engineering at 765-1560 before 'Shall�clude not be Limited to, Backfill, OR Provide Engineer's Certification A well•�amtained Const triton!E1 ce, that the drainage has been Installed to Code. Wire Backed Silt fencing,§abi#:i ��& ���-17. ADDq�. D 41 '_`� Y 51L)•,FET�.E. P Seedir>4g r �cposed Saar 8trta►Q CJs. -:.=car± � t " 9-6-2016 ADDED 10' BUFFER LANDWARD OF CEMENT WALL and T1ST' HOLE SHOW,PROP GARAGEz& PERGOLA .,BY MCDONALD GEOSCIENCE THE OFFSETS (OR, SIONS)_SfiplVN HERI_ON Ft-" M STRUCTURES TO THE ,rJ PROPERLY UNES./t3f,101 A SPECIFIC PURPftE AND USE AND THEREFORE ARE,NOT JOB No. 15-251 FILE No. 975 F EL- 7.7'. INTENDED TO tUiDE AHE"ERECTION-OF FENCES, RETNhNG kA::'_,•POOLS. PATIOS. PLANTING AREAS,'AMITM TO BUIL41NGS OR ANY OTHER , 1ISTRU':rION SURVEYED FOR 1, Dark brown loam OL UNAl11HORIZEO ALTERAT04,OR.AMMON TO-TFJIS SURVEY IS A-VIOLATION OF.SECTION Brown silty sand SM 7Z09-OF THE NEW YORK STATE EDUCAMN:LAW- 3 GUARAMEES WDICAIID HERTET EON SHALL RUN ONLY To THE PERS&WFOR'WHON E Broom fine to n'i@dlUm SUfW,IS:PREPARED._AND ON,HIS BEHALF TO THE nNY TtE coupA , DOVERNNENfA' -SITUATED AT BAYVIEW r ACiLtiC(:/Vtp'LENDRiG lNST,RUirON usim HEREON, AND TO THE ASS03T�OF 1He' 8Gns1 5P LENDM� tIITU1i4M.,GUARkREES ARE:NOT iRANSFZFIABLE To ADDmoNAi INsmvnoms TOWN OF SOUTHOLD 6' 6R SU85EQUENi OWNERS. Br'OwT) silty sand SM = SCALE 1" DATE 12-3-2015 = 30' 7.1' Copis"'OP- _SURYeY'MW NOT S WZ$+G THE LAD& SURVEYOR'S INKED SEAL OR Water in EMBOSSED SERI SHALL NOT SE CONS9ERED TO 8E A VAUD TRUE COPY. - brown silty sand SM FILED MAP No. DATE 12 CERTIFIED ONLY TO: ` Water in TAX MAP No. (REF ONLY) 1000-78-8-2 DISK 2015 pale brown%silt ML- 18HAROLD F. TRANCHON JR. P.C. Wqter in pale •brown:fine to LAND SURVEYOR _ coarse sand'SW' t_ a •}�✓/ -P.O; BOX 616 1866 WADING-RIVER-MANOR RD. WADING RIVER, ' I NEW YORK, 11792 Comm"ants: N, . N.Y. LIC. No. 048992 631-929-4695 1Nater e666untered- 7.1',below_surface.- HAROLD F. T-RANCHON-JR. PENN. LIC. No. 2115-E - a LOT AREA = 1.9,356 SQ. FT. GAR. ELEV. = 9.7 17-17$ AREA LANDWARD TIDAL WETLANDS BOUNDARY = 17,763 SQ. FT. FFL. ELEV. = 11.4 18-193 AREA-SEAWARD TIDAL WETLANDS BOUNDARY = 1,593 SQ. FT. DATUM N.A.V.D. 1988 ZONE X TOTAL LOT COVERAGE = 137d' (using area landward of total wetland boundary) GOOSE CREEK- '24„ dredged canal /IE 52-:12, 50.32' • ,. N, 58`35 44 ProXirr)(:,-te high water flag A flog- flag E1 US 4 �� -AVflE7 g marsh `E2 TIDAL DAY,• a vegetation flag x q wall �X6 flag flag E3X EN—CONSUL t 1 ��� z 0 6'W �XFS E4 wall . ' � �e4/�if ; ' N wall 2.6 W - cement FG N /-10' wide NON—TURF- BUFFER 0.3'E o FC . a s Q ' 1.3'W nCD oturol oreos �•• Z �Pldritings), 0) ! x' . w • lawn h �, O � 0 • - _ � - lawn � � -TI, 1 'sty, w/ 2nd a p sty roof deck O U1 _ o. U ICU covered 9 deck+ T6.0'-z> 1 .3' =s .2L' h' �- _� ' o open porch �, O 1 s{ _ CC5 r a/3 y L cls a 10'x24' �l = 0,.. ;.t � o o , ;24: o r' r no a. NFTI ' 2 'Sh, outdoor -,G� __N CD W F/�- shower-- �Ll QFC zi rn A24 p, ` a W •� O, 19' - T ncl.._entry: . O 0 M U v 1 S y porch -ge- rotor d �" a o _ V A '19.` 16 p' ergalo on co c .pad D 39.6, P_ _ t- • .- - B 39.6 C7 woad FR 7.6' �' `• deck" GqR Q Cn A �$ A 37 (pergola of - - B: vil ' 1S•p: O .grovel-: � _ y_ Nw ivewdy..' - -P, - A 58.6 -58 •pole k B 57.6' .�:} W else: :; drain meter Z o ati' wires. 5; ver g ;d w u_ _ . F�•` wdtet- �9�avol /FC _g66:6 1'0'N 1'0'N meter- lD;6'N dst• and rail;fence drive.. 0.-5'W ;o.s:w �o-2�W,_x? TC Xr. 4 ,1 _. S -X4:.08'' 0 'sN`=25.;9 :S 67-5.3 50.Vu 74.09 - - ..,•. _ _ -SCREE �ROADat1..:f - �9`-' • - - • ; y+,=tir8-• - •- r-r- -- • _ -- �.f . • . _. _ .•. - '- GOOSE= K.-° _ - �;a" • - r _ .- . - - . • ' :.PRIVATE 'ROAD •CESSPOOL,'`SEPTIC-TANK _ `SERVICE=,-LOCATIONS- BY `OI HERS.•' ` ?TiE EXESTENCE%OF RtGHT'Of SPAYS AND.OR,EASEMENTS` : ' � =5 4- 8—r17_ =2018',FINAL. SURVEY 'OF.RECORD.,IFANY,NOT;SNOwNARE•NOT,GUARANTEED. .�, 2 LOCATED FOUN©ATION' t 8=8= 017: THE'OfFSETS;M PIM ENSIONS)•SFIO"Y --HEREON -fF{OAI'THE STRUCTURES TO•THE _ f` 11NESyARf�FOR A SPECIFlC�PURPOSE.,".USE,",THEREFORE ARE�NOT. - ` JOB'-t�o_.`_15-2.5:1`_ _ _ FIL,E'-No. 97.5 F, �INTENOED 70.CUBE-THE;ERECTION-OF 1',NCES.RETAINING,SMALLS,.PDOLS;,PATIOS;', ' _ - 'PLAMTING AREAS, AOIXTION`TO BUlLENNGS,OR',ANY_OTHER CONSTRUCTION: m = SURVEI'E_D FOR;,'JOSE' A. ORLANDO UNAUTHORIZED ALTERATION oR�ADDnioN TO,THS SURVEY IS A-m6iATION-OF SECTION:_ BARBARA, X_CATALANO-ORLANDO 7209,Of THE NEW YORK STATE+EDUCATION LAW., GUARAt11EES'�WDEQAT ,_HEREON SHALE RUN•ONLY TO'TtiE;rcf PE FOR�YEtON +, w ' r`suRvtY,,Es:PIZEaARED AND"ON HIS BEHALF To,*+E,TM_ .owr-k:Y cmrERNyENT�i`, SITUATED`-AT BA'YVIEi�I AGENCY ANO LENDING INSTSTUITON':USTEO,F{EREOw, A:•:D.;O rNE AnJCNEES AF TFIE- ,- -° -x'•,,.; £ LENDING,INSTTTUT1ONi,GUARmfr Es`ARE,N•OT•TRANS'-a-,SE'1_i0 ADGS fGNA1'INsiTtti170ivs,; = _T01NN QF SQt1T110LD OR SUBSEQUENT OWNERS. COPIES'OF THIS-SURVEYAW NOT-BEARENO THE IMD SUrn;EYOR'S-INKED:SEAL OR 5CAI_F ,-1" _ 30' - DRTE'12-3-2015 E MSOSSEp.SEN-.SHALL NOT ETE- IDERE D•TO M. AIVALID TRUE-COPY.' " ,'-•- _ QE. NIE Fi-r D MAP No. DATE-': r CERTIFI,EDJ Y = x -f _ .... O 'PdA `` No. '1.CI00=78,-8-2, DISK'2015 AL -aOR 0' _-OLD RE 8 TI lYt= INSURRN E MPANY'' HAROLD •F. TRA'NCHON"JR:'F:C., LA ND SURVEYOR :ALL, NE Y TI FE_AGE'NCXq INC _ . PO>;_6167- P.O. I AA RD. WADING`RIVE', rr -� t t. rI—�;� HAROLD F. N' tg L.iC ,;�_. <��f3�?a2 - 631-9 ' e5 ------=� _ A `FEI•f4d' �� REScheck Software Version 4.6.3 , Compliance Certificate Project Goose Creek Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 900 Goose Creek Lane Charles IGtz Elizabeth Thompson Southold,NY 11971 Harken Construction Elizabeth Thompson Architect 110 Eastside Ave 250 Mercer St Mattituck,NY 11952 #B806 631-298-0233 New York,NY 10012 harkenconstruction@gmail.com 917-848-1541 et@elizabeththompsonarchitect.co m • o • ° !' • Compliance: 3.3%Better Than Code Maximum UA: 61 Your UA: 59 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies -Gross Area Cavity Colit'. A"�Sembly or. LI-FaCtar UA R-�/alue, 11-Value Crawl 1:Solid Concrete or Masonry 111 0.0 12.0 0.068 6 Wall height:3.5' Depth below grade:2.5' Insulation depth:3.2' Floor 1:All-Wood joist/Truss:Over Unconditioned Space 150 7.5 2.5 0.075 11 Wall 1:Wood Frame,16"D.C. 210 19.0 6.6 0.042 4 Window 1:Wood Frame:Double Pane with Low-E 109 0.300 33 SHGC: 0.31 Ceiling 1: Flat Ceiling or Scissor Truss 150 21.0 6.3 0.036 5 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been de 'gned to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory require is lis ed'n the Scheck Inspection Checklist. 4/17 Name-Title ! Signature T Dat Project Title: Goose Creek Residence Report date: 03/14/17 Data filename: C:\Users\Ef\Documents\My A Word Documents\ET Clients\Goose Creek REScheck Pagel of 1 2017.rck ' j S s OF - 1 , - . jTo\&.jCODES -�� ON�F NEW Y01-` 00 REQUIRED s FEEt NOTIF\t 765-1802 8p\V' l 10 p"\A' FOR NSPEC-lo'N'S, FOLLOVVING 1 ri TION I. FOUNDA F(hiy �� vrirT�FOR POU2. ROUGH - I"(3 & G 3. jVVI-Ml N n- I MUST 4. FINAL - C.c)� RUCTION D F0,R C 0 BE COM" LE-VE - I'vIlEp-r -WE CON'-j-"-jijc,l-IO,\1 SNS_'ALL D ..N.73 01-Tj-IE- OF NEIN RF-QU'-' 11,130LE FOR Nol yoR��!Q,TAl E DESIGN 0R-*uOjjcqp-tLG-1-j0N ERRORS, USE IS UN' AMv' kfVj-fj-l0,UT CERTIFICATE OF OCCUPANCY PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE-OP OCCUPANCY ELECTRiC A L SOLDER USED IN WATER ED S ,,Uf--PL Y SYSTEM CANNOT J�JSPECT;O=l n,EQ,U EXCEED 2110 OF 1%LEAD. PLUMBING TRUSS PLACARI)ING REQUIRED ALL PLUMBING WASTE &WATER Ll,''4--S NEED TESTING BEFORE COVERING I c . 1 L Residence Renovation 900 Goose Creek Lane s o Southold, NY Lot: 1000-78-8-2 o r�r ' First Floor Finish Elevation: +10.4 ft (existing & proposed) o , Total Lot Area: 19,356 sq. ft. ^ Total Lot Coverage: 2,314 sq. ft. @12% V� 4 r i r List of Drawings: A 1 Zoning & List of Drawings P A Site 2 Site Plans r 3 Garage & Pergola Plan& Elevations - 4 Garage Typical Wall Section } 5 Existing Floor Plans with Demolition r oP 6 Basement Plan w/Electrical & Roof Plan 7 First& Second Floor Plans j ' 8 First & Second Fl. Reflected Clg. & Electrical Plans . , 9 Attic Plan w/Electrical & Lighting Schedule { - _... ..._. . .. �.. _ _... W ...-- 10 North & East Elevations 11 South & West Elevations 12 Door & Window Schedules 13 Typical Wall Section & Plumbing Riser Diagram 14 Foundation & First Floor Framing Plans r01 1A$ A i 15 Second Floor & Roof Framing Plans t �. �; 16 Structural Notes :1 17 Structural Notes _ rt 18 Structural Notes & Details ,':s'4 MYN. 19 Structural Details r Job Date i � Elizabeth Thompson . Architectz-r Iq f)-7 165 'East 118th St. Suite 7A Title scale New York, NY �� 10035 917-848-1541 --V-- _ a VAr _Q Ik'O�� ��� ' . ►.���t - Irk-�.���. �, _ _ 0r '�x s'T, Crib WAI , per ti � + LA Nal � Ilk -71 / � f.'f�•�jam. �?�„�,g'"� � yP"� #' "`' ' �¢,pp `��-n Job Date - --- ---- - - -� X I4- I--I ; �� 9100 r:- _� � Elizabeth Thompson Architect ��.,��:� §�4,�, 1=�:-�� � � 1 /17 �A 165 East 118th St. Suite 7A Title scale New York, NY �( ii 10035 917-848-1541 S lf: t�Cjl1 15� "O'l MAI C — Zx t.. Gail 0 CO i t ` FTW rt�at1 ;1, l—i— i' (� rC.~ r'�✓ Yf6 '' l � 9r=r ` '5, 1 f'_ --r # Cr • E t I � ^' � � a ` f 1 �� �_� �:�r, �-�.. {t I � - � � �n�`c�` �`• �Vim""� } �"�'c�!.�'Ft4 ���:.���.:1'�€moi.-� [ '��a.�tC�c.�.�t /�: •�t:.� _ � �{=-'"� _��1�-�i.��.,{"-� ��:..�`-�...~,t.�, i� ��;� - - --- _ Job —Date -- - -- ---- -- ` Elizabeth Thompson `1�G� . Architect ` --tcos'6 �- L;1� . . /17 _ , f�PtFRL �f`�` . i 165 East 1181h St. Suite 7A Title scale New York, NY '�e Ile" i :f1 10035 917-848-1541 ' x.{ l l j 1 ped �1- t I-.11►1� . i e, 9 00 Y J I n IA r 0 ky/POH 43 -.'V4 rw ¢f 3A, Job Date Elizabeth ThorrEpson o Architect �`� �'► "► �` 117 j 250 Mercer St. B806 917-848-1541 itle Scale New York, NY 10012 I www.elizabeththompsonarchitect.com ►I�dI I ,t�/4 II — — --- - - - Pte- ?2G SPE 12 (-1�- 4 IPA-- r 4 I _ �— /�G , — —1 — — ----►` p � %(dpi ,�'��,c��; JLA tI -- �,\'P L?_iff't-14ri. it +r ;'a` 1 WADr i U r.14 Ak Pal TPT Ai atT-4 CL IX JL , � � �. ._ "-- -_ 1�. � l� ' �\it 1 � 1• ,..-r_'.�f=�'s�-���-_ �4 a�•'1 I-���+ } 4— �J b' �1�.•` ' '�_j%___.f a F � + !/�f�^f}-♦�I� ( ��� ��..�/� I V" V i�• �v?'tJ.w••-rr, '! • I - - '//��n" �.�r t..P __ .`l -- �� ��I=.�se�,'1 r�t�;C t'e'S+ �� ; �`I, ., 1,14, 4Ar:�jTi� L),5 Job Date Elizabeth Thompson . Architect qoo (ax�G G;-6EK L Ae ,,J5 ' 165 East 118th St. Suite 7A Title scale { New York, NY r �1 f- F�.�s kK2 I/SII I 1-cel' i 10035 917-848-1541 4 4v, qP LI(M U Mtti f W=t- t W 14 --f Y. oil Job Date Elizabeth Thompson Architect ► 4/m/r7 Iwo 250 Mercer St B806 917-848-1541 Title Scale New York, NY 10012 4 www.elizabeththompsonarchitect.com 661t,11-16114 SLC- ,Trlr-At, FLAP, 43 Lighting Schedule - — — — _T Type Descript/Location Specification Lamp Qty. Remarks A surf. mtd. clg.@ Bsmt/Attic A-19 base LED 10 B wall sconce @ exterior 4t/ A C surf. mtd. clg. @ entry porch 2 D clg. pen @ entry — — — — — — — � dant hall 1 / / F wall sconce @ stair& entry hall G clg. tracklight @ living 8 ft track LED 2 tracks, 6 fixtures i H surf. mtd. clg. @ pty., Idy. 4 &walk-in closet K clg. pendant @ kitchen 1 rAX 4 L clg. pendant @ dining _ °_ , �' M under cab. striplight LED 2 N vanity Igt. @ baths 2 __TA _ ' V — P surf. mtd. clg. @ baths (damp location) 2 t R surf. mtd. clg. @2"d fl hall 3 S vanityI t. @ master bath 2 g - ( � Job Date Elizabeth Thompson . Architect � 185 East 118th St. Suite 7A Title ° scale r - New York, NY �`�`1I I��- �►.,���� ` 10035 917-848-1541 ' 4a�s` (P .-2'C-�r} C•�1�' I - - } c +� a AN — —11— 1 -1 6Qr Imo... •�jr at�i `�'-' [:{ �V' , R-LAM p`l . "661 f ------ TP �e � �— :�.�..qy. r'. :.,.. _ 1 --__-.+...�..•-.-0. f � 4�.J��f•+,Mwm..+...iY.i3, *� r�� �,..,,�.�,t. , i , M 03 w o r e F� •arr a Ma " rnew.+fJ, �j or �., Y • t - FSA f-0 I-u. t_ adv�„�,�• 4 Job Date (Elizabeth Thompson . Architect 9 60 C'_too�>0 6PvSt3V- ['1416 i 165-'East 118t" St. Suite 7A Title scale New York, NY f � � �� °�r '��f �li►1�►���� 10035 917-848-1541 ' 4 9 W t� ID X66'D>` 4 �� 1 jj 10 rT wit r Wt5sir 9�rwkf 1 w a - ' Q'T t �3e fi w Ce i _ i Job Date Elizabeth Thompson . Architect ! 165 East 118th St. Suite 7A Tine scale i New York, NY , ; � �`�_'� � U(`'° I/ 10035 917-848-1541 E � E } Window Schedule Door Schedule Wdw.# Anderson # Rough Opng. (WxH) Location Remarks Door# Size (W x H x Th) Type Threshold Location Remarks 1 2-TW2446 5'-0 X" x 4'-8 7/8" Living Rm. 2 2-TW2446 5'-0 X" x 4'-8 7/8" Living Rm. 1 6'-0" x 6'-8" x 13/" A Alum. Unheated Porch w/transom, see elev. 1/11 3 2-TW2446 5'-0 X" x 4'-8 7/8" Living Rm. Single pane glazing 4 5-TW2446 (see mfg. x 4'-8 7/8" Dining Rm. 2 6'-0" x 6'-8" x 1%" B Alum. Entry Hall Thermopane, low E 5 TW24310 2'-61/8" x 4'-0 7/8" Dining Rm. 3 2'-0" x 6'-8"x 13/8" C none Entry Hall w/louvers 6 TW2432 2'-6 1/8" x 3'-4 7/8" Kitchen 4 2'-0" x 6'-8" x 13/8" C none Entry Hall w/ louvers 7. TW2442 2'-6 1/8" x 4'-4 7/8" Entry Hall 5 2'-8" x 6'-8" x 1 4" D Oak Bsmt. Stair 8 TW2446 2'-6 1/8" x 4'-8 7/8" Stair Landing verify head hgt. in field 6 2'-6" x 6'-8" x 13/8" D Marble Bath 1 9 see elev. 2/10 V.I.F. Unheated Porch single pane glazing 7 2'-6" x 6'-8" x 13/8" D none Den/Guest 10 see elev. 1/11 V.I.F. Unheated Porch single pane glazing 8 3'-0"x 6'-8" x 13/" E Alum. Living Rm. Thermopane, low E 11 see elev. 2/11 V.I.F. Unheated Porch single pane glazing 9 5'-0" x 6'-8" F Alum Dining Rm. Anderson FWG 50688 12 2-TW1846 3'-8 X" x 4'-8 7/8" Bath 1 10 2'-6" x 6'-8" x 1%y' D Oak Attic Stair 13 3-TW2446 7'-6 3/8" x 4'-8 7/8" Den/Guest 11 2'-0" x 6'-8" x 13/8" C none Hall 14 TW3046 3'-2 1/8" x 4'-8 7/8" Den/Guest Egress window 12 2'-8" x 6'-8" x 13/8" D Oak Laundry Rm. 15 TW2446 2'-6 1/8" x 4'-8 7/8" Living Rm. 13 2'-6" x 6'-8" x 13/8 D none M. Bedrm. 16 TW2446 2'-6 1/8" x 4'-8 7/8" Living Rm. 14 2'-4" x 6'-8"x 13/8" C none Walk-in Closet 1.7 2-TW2436 5'-0 Y" x 3'-8 7/8" Bedrm. 2 15 2'-4" x 6'-8" x 13/8" C Marble M. Bath 18 2-TW2436 5'-0 X"x 3'-8 7/8" Bedrm. 2 16 5'-0" x 6'-8"x 1 X" B Alum. M. Bedrm. Thermopane, low E 19 TW2436 2'-61/8"x 3'-8 7/8" Walk-in Closet 17 4'-0" x 6'-8"x 13/8" G none Hail 20 2-TW2442 5'•-0 Y"x 4'-4 7/8" M. Bedrm. 18 1'-6" x 6'-8" x 13/8" C none Hall 21 2-TW2446 5'-0'/<" x 4'-8 7/8" M. Bedrm. 19 2'-4" x 6'-8"x 13/8" D Marble Bath 2 22 TW24310 5'-0 Y" x 4'-0 7/8" M. Bedrm. 20 2'-0"x 6'-8" x 13/8" C none Bath 2 23 TW24310 5'-0 X" x 4'-0 7/8" M. Bath 21 2'-6" x 6'-8" x 13/8" D none Bedrm. 1 24 TW24310 5'-0 X" x V-0 7/8" Hall 22 4'-0"x 6'-8"x 13/8" G none Bedrm. 1 25 A351 3'-5 3/8" x 2'-0 5/8" Attic Stair Awning Window 23 2'-6" x 6'-8" x 13/8" D none Bedrm. 2 26 A351 3'-5 3/8" x 2'-0 5/8" Laundry Rm. Awning Window 24 2'-0" x 6'-8" x 13/8" C none Bedrm. 2 27 2-TW1846 3'-8 X"x 4'-8 7/8" Bath 2 25 2'-0" x 6'-8" x 13/8" C none Bedrm.2 28 3-TW2446 7'-6 3/8" x 4'-8 7/8" Bedrm. 1 W 29 TW3046 3'-2 1/8" 'A x 4'-8-7/8" Bedrm. 1 Egress Window r3 � 30 TW2446 2'-6 1/8" x 4'-8 7/8" Bedrm. 1 31 TW2446 2'-6 1/8" x 4'-8 7/8" Bedrm. 2 Egress Window 32 AX251 2'-4 7/8" x 2'-8" Attic, west elev. Awning Window , 33 TW2442 2'-6 1/8" x 4'-4 7/8" Attic, east elev. w/exhaust fan in bottom sash Notes: 3 -All windows to be Anderson tilt-wash Dbl.hung,thermopane,low E,white vinyl-clad,with Coastal Product conformance, unless otherwise Hated. a,,...-._.__�-___..---�__ �.. ___-_-_.__---- ------.----------------_ -_.___. .__-------------�_ .__..._._.�___-------.------ _------------ ------------------- a Job Date C Elizabeth Thompson Architect , �I , �f f _ ° 250 Mercer St. 5806 917-848-1541 Title scale ' New York NY 10012 www.elizabeththompsonarchitect.com �� ��ti _ ". 9 10, -\V/ �-gj I q*L)L-11 FWFtIC FV,,t;r W1 i w t o- ,f- V/ 15 Icor- FLeAo pvn ! I Jait- t' t '� — — — ' rar- \15wi" T- -4 TV [,Py W Q LAY I V4� jap [4F> \v/1'\f v VK— P:"P-L- -P,I Ffp�O P-410 vkl=- r4 'blur- Pw 401 C. !lal to 7, f L_L) IT i v Mw Ar , Job Date Elizabeth Thompson Architect /17 yy '��Our<iof'p, �Iy wAui ' loo 250 Mercer St. B806 917-848-1541 Title Scale -1Z New York, NY 10012 www.elizabeththompsonarchitect.com 1121,10 M F-)i IfO41 0 A -iT J 0 Ru 1 i ie, a iii 0' 6-1 vii.10 1 lit 14t 11 Him,I Y 4 56Z or- KIAV�4+1-0� e<li u 5w r I w t PVC11-0 re, LI -7 P-vI Avw �PAH' mov 5 (lot-911-1 Q W17 7 P -fix i 6P �Lx +: Iy 1515" IFF�Ao V- v 4" it s ------------ Job Date Elizabeth Thompson Architect i'6 q-rsR- Pu�A�" 250 Mercer St. 8806 917-848-1541 Title Scale New York, NY 100 12AN roupp/'—I lc�l r'tAOIZ� V611 www.elizabeththompsonarchitect.com T1 �'i P" 01,C" 010$ 01 J�t !-4 V xi 0 al. t 3- Y, 1 OF Job Date Elizabeth Thompson Architect � U f },. y 250 Mercer St 8806 817-848-1541 Title Scale New York, NY 10012 www.elizabeththompsonarchitect.com I Ix1 �;N �� ¢. GENERAL NOTES FRAMING NOTES I ALL WORK MATERIAL, AND EOUPNENT SHALL BE N 12. THS DRAVIM IS AN NSTRUIuENT PREPARED TO I ALL PPJO NG LUvBER SHALL BE GRADE STAMPED 8. NAIL-NO SCHEDULE SHALL BE A9 PER THE N.Y.S. ACCORDANCE WITH THE NEW YORK STATE UNIFORM FACILITATE CONSTRUCTION AND SHALL NOT BE DOUGLAS FIR-LARCH STRUCTURAL GRADE No_ 2 OR BULDIM CODE AS A MSI I M ALL 2X8 STUDS BUILDING CODE, AND THE NEW YORK STATE ENERGY CONSTRUED AS A CONTRACT BETWEEN BUILDER AND BE TEfL SHALL RECEIVE 5-I00 NAILS At SEL AND PLATE. CONSERVATION CODE. AND LOCAL AUTHORITIES. OWNER ALL EXTERIOR NALS SHALL BE GALVANIZED. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY 2TRNESS OR R S APA RATED.EXPOSURE l 5/8" R3S AS NOTED. Ia. PLYWOOD SHEATHING t0 BE NAILED WITH B d 0 4' MINIMUM 28 DAY STRENGTH OF 3000 PSI SHALL BE DESIGNED AND BUILT N ACCORDANCE o.c. EXTERIOR EDGES AND 9 d 0 12' or. WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. :1A�LOOFM TO BE APA RATED STUR}-1-FLOOR. NTERMEDUITE_ 3. ALL LUMBER SHALL BE GRADE STAkfED DOUGLAS FIR- E 1.3/4'MU THICKNESS. ALL EDGE$ OF LARCH'STRUCTLRAL GRADE 42 OR BETTER 14. THIS STRUCTURE HAS BEEN DESIGNED N PLYWOOD TO BE SET ON SOLID BLOCKING; GLUE AND IL ALL INTERIOR AND EXTE"F"SI ES. FLASHING ACCORDANCE WITH THE NEW YORK STATE ENERGY NAI. PLYWOOD SUBFLOOR TO FLOOR JOISTS. AND WATERIPROOFING SHALL BE BY ARCHITECT. 4. PROVIDE DOUBLE I-EADERS AND TRIN1fvERS AT ALL CONSERVATION CODE. STAN AND FLOOR OPENINGS.POSTS AND PARALLEL 4. ALL HEADERS IY-O'ANDOVER SHALL BE SUPPORTED 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE PARTITIONS. EXCEPT AS NOTED ON DRAWING. IS ENGINEER TO BE NOTIFIED IN WRITING OF ALL WITH DOUBLE UP110-179 9-0' AND OVER WITH AND STUD WITH G&YANZED HURRICANE TYPE CHANGES PRIOR TO AND DURNG CONSTRUCTION TRIPLE UPRIGHTS. ALL WADERS SNAL.L BE A CONIECTORS BY 'TECO OR APPROVED EQUAL FOR BF OGM TO BE PROVIDED FOR ALL JOISTS AND MSI LIM OF 2-2X8 OR AS SHOWN ON DRAWNQ TL4BER PILE FOUNDATION& PROVIDE HU11IR1CANE FLOOR BEAMS. SPACING NOT TO EXCEED R10 FT. I& ELECTRICAL AND MECHANICAL COMPONENTS TO BE CLIPS AT ALL PERIMETER JOIST TO C;iDER DESIGNED AND SPECIFIED BY OTHERS. 5. SOLID BLOCKING$HALL BE PROVIDED FOR ALL JOISTS CONNECTIONS. B. ALL D#RNSIONS AND C3RADE CONDITIONS TO BE AND FLOOR BEAMS AS PER NY.S.COOS OR AS NOTED VERIFIED BY CONTRACTORSI PRIOR TO START OF . It. ALL STRUCTURAL STEEL TO BE ASTM A30 WITH CNE IP 8'-O' O.C.&K PROVIDE 2•SPACE FOR AIR t3. ALL PRE-ENOIEOED LUMBER SHALL BE GEORGIA CONSTRUCTION AND ORDERLRNG OF MATERIALSL IkS COAT EPDXY PANT. ALL FASTENERS TO BE ASTM CIRCULATION N ROOFS PACIFIC OR SERIES WOOD-F-BEAMS . AND LVL FOUNDATION HAS BEEN DESIGNED FOR A SOLE. A-325 BOLTS. 3/4'DIAMETER PRODUCTS OR EQUAL. ALL JOISTS. GIRDERS AND BEARNG CAPACFTY OF. TWO 121 TSF AND GRADES 0. DOUBLE FRAL**AROUND ALL MENNGS 1 skyie L HEAVERS SHALL HAVE BEAFIIlC#STIFFENERS NMTALLED LESS THAN 5% CONTRACTOR SHALL VERIFY THAT I& CONTRACTOR•SHALL OBTAIN ALL PER IS AND ®l*s etc I OR AS NOTED ON DRAWIM AS PER MANUFACTURERS FIECOKOAMATKM WED THESE CONDITIONS ARE KIET. ALL I'LL BENEATH INSURANCE NECESSARY TO PROTECT THE ENGINEER STIFFENERS- SHALL BE FECIUMD AT ALL LOAD AND CONCRETE SLABS TO BE COMPACTED TO 066 AND OWNER T. DOUBLE UP FRAMNG UNDER ALL POSTS AND PARALLEL BEARNG POINTS AT A MNMUMH. A SINGLE 1 3/4' RELATIVE DENSITY. PARTITM OR AS NOTED ON DRAWINGS— LVF. RM JOIST SHALL BE REOUIRED AT. FLOOR 19. DO NOT BACKFLL AGAINST FOUNDATION WALLS PEF"TEA&HANDLfn STORAGE.AND ERECTION OF ' I. "ALL HEADERS 0.0 FT IN LENGTH AND OVER TO BE UNTIL FLOOR SYSTEM INSTALLATION LR COMPLETE. a ALL PLUSH WOOD CONFECTIONS SHALL BE FASTENED COM'ONENTS SHALL BE AS PER MANUFACTURERS SUPPORTED BY DOUBLE UPRIIGNTS. R O FT AND OVER %MTH RATED GALVANIZED METAL CONNECTORS BY FIECOk*ENDATKXa BY TRIPLE UPRKG RTS. ALL HEADERS TO BE 2Q PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL -TECO'OR APPROVED EQUAL 14. ALL MHJLTPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2"DIA M[+Ib1l1M OF 2-2s8 OR AS SHOWN ON DRAWING, AND IN BASEMENT 1 F APPLICABLE k POSITION NEM B PROVIDE FIRESTOFPNG AT ALL LEVEL ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. GALVANIZED MACHNE BOLTS! 12"OC- PENETRATIOMI 2L SMOKE DETECTORS FEOUIRED N EACH BEDROOM AND B. PROVIDE FLASHING AT ALL ROOF BREAKS. ON EACH LEVEL OF MELLING AS REOUFRED BY C"1?ANE:Y9. SKYLIGHTS. EXTERIOR DOOA9. WINDOWS NEW YORK STATE BUL[@VL3i CODE, AND DECKS ETC. 22. ANY ALTERATION.REPAR ADDITION OR CONVERSION TO IQ DO NOT SCALE DRAWINGS. AN EXISTING DWELLING AEOU"W A BUILDING PERMIT NOW REOLIVIES THAT ALL SLEEPM IL DESIGN CONSULTANTS OR RECORD ARCHITECT- HOUSE F GRAIED WITH HARD WIRED OOM N THE StructuralNotes: ENGINEER ARE NOT RESPONSIBLE FOR THE NTERCONVECTED SMOKE ALARMS. INSPECTION. SUPERVISION. OR ADM ISTRATION OF 1: All framing.lumber& l rood shalt be Formaldehyde free. THIS CONSTRUCTION PROJECT. FEDERAL.. STATE 23. TM NYS CODES ALSO APPLY TO ACCESKAY - --- AND LOCAL ZONING AND BUILDING CODE COMPLIANCE STRUCTURE DESIGN. 2.Wood.joists.headers and rafters specified on drawings, should be substituted by TJl`s or SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 24. GARAGE D(X)RS TO BE RATED FOR 120 MPH. WIND LOAD LV12s of Sirhilar strength. 4: All existing framing size and condition to be verified in field. ti• � ®`k Job Date i Elizabeth Thompson Architect 900 j_110t j C7 ® I- 250 Mercer St. 5806 917-848-1541 Title Scale New York, IVY 10012 - - � �I- www.elizabeththompsonarchitect.com _ ti Joint Description Nall Sizes Nall Spacing ROOF FRAMING Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter pp� p Ceiling Joist to Top Plate (Toe-nailed)" ' 3 - 8d per Joist ®E�lGI V �RITERlA. Celli Joist to Parallel Ratter (Face-nulled) 3 - 16d each lap Ceso Joist Laps over Partitions (Face-nailed) 4 - 16d each lap Collor Tie to Rafter (Face-nailed) 2 - 8d pe• lie Blocking to Rafter (Toe-nolled) 2 - 8d each and t 1�1C Alm Board to Roger (End-naked) 2 - 16d each end i GRQ SNOW LOAD - '45 PSF. WEATHERING -" SEVERE WALL FRAMING FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" LIVING AREAS - 40 PSF. L.L. TER%AITE - MODERATE TO HEAVY Top Plate to Top pole (Face-nailed) 2 - 18d per tool BEDROOMS - 30 PSF. L.L. �{ Top Plates ofracenapeIntersections (Face-nulled) 2 - 16d Joints-each side DECAY - SLIGHT ' Stud to Stud (Face-noued) 2 - 18d 24" o c. _ Header to Header (Face-noiled) 16d 16' o c. along edges ipzlND SrCEQ - 120 WH Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 1(� C 2 - 16d per 2x6 stud SEISMIC DESIGN CATEGORY - 8 ICE SHIELD UNDERLAYAAENT REEOUiRED - YES 2 - ted per 2x8 stud a Bottom Plate to Floor Joisl,BandJolst,EndJoisl or Blocking (Face-nulled) 2 - 16d" per fool /� FLOOR FRAMING DESIGN! CRITERIA: Joist yy to Slit Top Plate or Girder (Toe-nalled) 4 - Bd per Joist Brad Ing to foist Toe-al e; z - e eon eye DESIGN IN ACCORDANCE WITH (AMERICAN FOREST PRODUCTS WOW FRAME Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block Ledger Strip to Beam (Face-nailed) 3 - 16d each Joist COWTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE - ENGINEERED DESIGN Joist on Ledger to Beam (Toe-nailed) 3 - 8d per Joist Band Joist to Joist (End-nailed) 3 - 16d per Joist Bond Joist to Sill or Top Plate (Toe-naled) 2 - 16d' per foot ROOF SHEATHING Structural Panels 8d 4' o.c.perimeter zone other 8 o.c. edges of pone[ , 12" o.c. Interior Diagonal Board Sheathinj of panel 1' x 8" or 1" x 8 2 - 8d per support 1' x 10" or wider 3 - Bd per support CEILING SHEATHING Gypsum Wallboard 5d 7- edge / t0" field WALL SHEATHING Structural Panels ed (see table 3.9) Fiberboard Panels 7 / 16- 6d 3" edge / 6" field 25`/ 32- ed 3" edge / 6" field Gypsum Wallboard 5d 7" edge / 10" field Hardboard 8d (see table 3.9) Particleboard Panels 8d (see table 3.9) Diagonal Board Sheathing 1" x 8" or 1- x 8" 2 - 8d per support 1" x 10' or wider 3 - 8d per support _ FLOOR SHEATHING Structural Panels _ 1" or less 6d 6" edge / 12' field greater than 1" 10d 8" edge / 6- field Diagonal Board Sheathing 4� r 1' It 8" or 1" x 8" 2 - 8d per support r a "Tis 1" x 10" or wider 3 - Sd per support Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3- art'canter at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall be doubled , or oltemote connectors , such as shear piates , shall be used to maintain the load path. - S " When *00 sheathing Is continuous over connected members , the tabulated number of noils shall be permitted to OF �! be reduced to t - 18d nail per foot. Job Date Elizabeth Thompson Architect 111117 250 ' 250 Mercer St 8806 917-84.8-154.1 Title Scale New York, NY 10012 rr ! www.elizabeththompsonarchitect.com 1 L J A (1 1 _ .n • WINDOWS — GLAZED OPENING i F R ICANE CLIP TYPICAL. PROTECTION IS REOUIRED FOR ALL GLAZED AREAS IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 1998 AND OF ASTM 1888. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. PANEL DETAILS SHALL BE AS FOLLOWS 4—0" - -- MST37 LtTAL STRAP MAX 01 JACK POST w/4 -8d NAILS 0148" EACH END- TYP. 48 — 2 1/2- WOOD SCREWS 012 O.C. / 4 -8d NAILS 1/2- PLYWOOD X SET IN I"FROM TYPICAL PANEL EDGE OF PANEL f 0 I = LARGER PANELS TO BE -- � R---- COSTOM DESIGNED SMPSON LOT27 11/2'WIDE-20 GAGE i METAL STRAP 0148'OC MAXMLMA PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO AL04 WITH WINDOW JACK POSTS . HEADER + SILL PLATE. � —TOP OF FOLNJDAT04 PANELS TO BE MAINTAINED ON SITE. LABEL LOCATIONS ON EACH PANEL. ET . . . . . . . . . a i r 3" 12" N ELEVATION `� = F d d O -0 AIN 1/2"DIA.GALVANIZED HOLD DOWN + SHEAR CONNECTION CRITICAL PATH - MACHINE BLOT W/ WASHERSAT 12'O.C. END VIEW SIDE VIEW LVL BOLTING DETAIL _ Job Date - BCLTM SIMILAR FOR DOUBLE LVL Elizabeth Thompson Architect 1�- - r lam!�t' ! 250 Mercer St. 8806 917-848-1541 Title Scale j New York, IVY 10012 eAt, &)`t r WWW.elizabeththompsonarchitect.com I ` � SIMPSON LSTA - 20 GAGE {• • �• • • • RIDGE STRAP - ALL ROOF RAFTERS I AA Y 77 2 x 6 TIE P EACH RAFTER IN LIEU OF STRAP ;•mi 1 i {i3,� I f� ICE SHIELD UNDERLAYMENT cµl rx B E L REQUIRED- 24'FROM EDGE h fi tx 1 h Fr i t h q 10 ` u1 4�- �i iN Ki fzi ALTERNATE POSITION OF n n+� _ - .;^r y� n 3, t^i R 10 <8 < 4e HURRICANE CLIP USE SIMPSON H3 • • • ' I GABLE ROOFS e �� GABLE ROOFS < 10°<8 E 45° SIMPSON H2 HURRICANE_J CLIP NAILED FROM PROVIDE 8d COMMON RAFTER TO STUD - NAILS 0° 4"O.0 AT TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL • v 5- Sd NAILS EACH END SHEATHING + PROVIDE Bd COMMON NAILS!4'O.C. I I i +-,�-. >_c_?aw�_d..;x• AT FK�1 PRESSli1E ZONE-8'OC. I `_ ?r. a AT INTERIOR PORTIOPIS OF ROOF -TYP. APA RATED PLYWOOD TO ; ' tea• '1- .: x=� i EXTEND TO TOP OF TOP PLATE MST37 METAL STRAP 0°JACK POST s h MST27 0 STUDS w/4 - 8d NAILS 0°48-O.C. EACH END - TYP n �� dm 10°< B < 30° 1 � HIP ROOFS I DOUBLE TOP PLYWOOD SHEATHING 10°< 8 < 30° PLATE TO OVER LAP BOX 2 x 6 016"O C BEAM- TOP+ BOTTOM " STUDS PROVIDE Bd NAILS 01 4-O.C.AT PERNETER INTERIOR PORTIONS OF PANELS IN HIGH PRESSURE ZONES i NOTE : e = 4 FT.IN ALL CASES 4 - 8d NAILS WRP +NAIL STRAP : Av air' ( 4 - 4d NAILS ) Y �' D CLADDING -PRESSURE ZONES r � . AROUND SILL PLATE COMPONENT AN AT ANCHOR BOLT ,i SIMPSON MST27 ,,�;�;-�� rU - 1 1/2'WIDE - 20 GAGE METAL STRAP 0.48"OC NAIL SHEATHING TO SILL PLATE(8d NAILS N 4-OC 2 - 45 REBAR 2 x 6 SILL PLATE ACO TREATED I SEE FOUNDATION DWG = 5/8 x 12 A B.0448"OC li FOR DESIGN w/FENDER WASHER �ECTiOiV i - - - --- _Job _ ---- � Date .------ - ---- - --_---- --- -----j- Elizabeth Thompson /architect 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 ,� - www.elizabeththompsonarchitect.com � �"` �'��`� ---- - --------- --------------------------------- -- — ---- - ------ - - i I LOCKING COVER TO GRADE LOCKING COVER TO GRADE GRADEI GRADE- xl - 20" E •E 'E BAFFLE dia. N N IN OUTLET PIPE y INLET PIPE 4" SDR-35 N N 4" SDR-35 © 1/4"/FT. PITCH N T^ -T @ 1/8"/Ff. PITCH r" J U-' GOOSE CREEK _ 8.5' long 8,3°4 12' 4.75' wide 0 24 ���- (dredged canal) 4"E 52 . 1 50. 32 ) '8- 35' 4 10' dia. N (1 .3) a'aproxirnate high water - LEACHING GALLERY 1536 GAL. SEPTIC TANK marsh vegetation 53 x 6 3 q. f isq.each TOTAL F.F. EL=10.4 N z O wall Cement wall wall O 0 0.6'W (5.2) 2.6'W �-- GRADE EL=9.0' ADD 8" CMU O (� 1 ) Z / < 5% GRADE TO TOP OF EXISTING FC `J FOUNDATION O O ( 1 .3'W 0-) GRADE EL=7.8 - o I Q X 4"SDR-35 CMU AND EPDXY IN �; ANCHOR BOLT THRU LOT AREA = 19,356 sq. ft. FC~ w 1/8"/FT. PITCH SPACE PER NYS IRC O O E EXIST. NY O J BOTTOM OF LP EL=3.4 J _J INV=6.6 2015 I- O � L f I IN TYP'0 INV=7.1 INV=7.0 A Z I PROPOSED ~ LLJ 1--- ALL L.P.s N z ° x 1st floor addition 8'x 16.3' Q C Q O Q < WATER EL=0.6 O r- I w/2nd sty addition a) U EL=o.o -< masonry _ U I J -p -� o patio a l�00 m oo 02 1 CO X (� 9) , D a- -= 2.0' --�- 2. 0' 8.0 - --;_-.�-- 10.0' _.--- 10.0' oo r- o 00 , --2 0. 1 a Q 1 1 >9 c 24,o, 00 16.3, 22.6 0 o c� 00 ^� J D 00X ov \ PR I //VG (� _J LLJ � _ 29:3 300, X04 �, �, 0 0 SEPTIC SYSTEM SECTIONSc DETAILS SCALE = NONE \ .. 0 (- I approximate (-' location of Co PROPOSED 0 cesspool by entry porch C-) home owner ST 8'x 16.3' 1 abandoned --\ n -- �n I 1IN ° PROPOSEDSEPTIC SYSTEM _ MIN• .. 1536 GAL. SEPTIC TANK (10' DIA. x 3' L.D.) �i I CN CD & 6-53 sq. ft. WALL AREA TANKS test z ---~wp.iL b- 318 sq. ft. TOTAL AREA hole i° 4 (SEE SECTION) e1=7. o ? 't�1��'i'7'ilt L i if < cord:,. N CD M co PICted fb ail�sfr11r1i�d- U Proof. .._.._ _.... _._ R..._. Q 0- X < I-- N I . <' o �rh� fires__ jn 0' r"'i r i- -- _ - .pp--0 e ABANDONED WELL NOTE : N, -=- t-� - II FCJ L-J FT -I a' I- wcten-r 0•0,N (8.7) 866 . 65 FC . 1 N �= nf' me er 0'4 METES BOUNDS AND ELEVATIONS FROM A SURVEY BY HAROLD F. TRANCHON ."'-.___=���0', 5'E `�� _ w�1 fen e F0 N �xCAVA'r`loN 1N�I�LC.rt�N�e��uttc>rU06 -- 47. 5 ' ° 25 .9 L.S. JOB# 15-251 FILE# 975 F DATED 12/::/15ntztT�RYSvsT >vI ° � , 4. 0 9 ' S 6 4-. °8 5° �Y��aL'z���c���r���riT existing S 67 5� 50 W --�- water main X GOOSE CREEK LANE X (9.0 (8.0) ( PRIVATE ROAD ) WELL r' A . �;;•rc ,IN 2 � PUBLIC WATER DWELLING / � o � DWELLING / N o 1000-78-3-6 1000-79-2- 1 ERzrA,,s,,--d 51�T� approximate location of well TEST HOLE by home owner BY McDONALD GEOSCIENCE SUFFOLK COUNTY DEtsART•sdEIN OF IHCAI H SERVICES 12-21 -2015 PE;Rr^IT FoR A`.?PRO A°.03F C"ONSTRUCT[vtd Fat?A I � � 5�' EL = 7.7' S!raa�.t ;�.'#I+SILY ir:SIo r: c-. 01-�Ly�r � N 0 WELLS WITH Dark brown loam OL I , 1. Brown silty sand SM At P R o v fl _a'c"� _ FOR MAXMILIV! OT Brown fine to medium urig?tCs*rHRE,},tEA�S FIRO`4 DAT-17 OF APPROVA sand SP 6' Brown silty sand SM 7.1' Water in SITE PLAN SCALE 1 20 12 ,u _ P , E . - - Water in Engineering 4 Design pale brown silt ML 42 1•-1ayword Avenue Mt. Sinai, NY 1176 6 18 6�1-�i28-2112 Fax 631-q28-216 Water in pale brown fine to SOLUTIONS EAST LLC Appro d: coarse sand SW - OF NE� SITE PLAN S. NleOS9 O 28' 0005E GREEK LANA Comments: 5OUTHOLD, N.Y. cl) F Ir 67 Water encountered 7.1' below surface. D PER C,IMMENT5 12/A5N - A5N SEPTIC SYSTEM & DETAILS tis No p63 �` G PER CC.MMENT5 11/21/16 SCTM ## 1000-78-8-2 4O B pr+oFess�o� PER 9<DF15 GOMMENT5 A5N DA'ED 4/18/16 4/2-1/16 A PER C!TENT 3AgN6 Drawn b : AS Date: fob No.: Rev.: Sheet: f;EVISIONS Srole: 1"=20' ��q�16 16-010 ® I of