Loading...
HomeMy WebLinkAbout48417-Z of Sao Tyo`o Town of Southold * * P.O. Box 1179 _ �0 53095 Main Rd o��00UN7�.a`� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45763 Date: 11/19/2024 THIS CERTIFIES that the building ALTERATION Location of Property: 2230 Central Dr Mattituck, NY 11952 Sec/Block/Lot: 106.-1-24 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 07/21/2022 Pursuant to which Building Permit No. 48417 and dated: 10/19/2022 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations (demolition per Town Code definition). including reconstruction of entry porch as applied for. The certificate is issued to: Lance Carlton Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: SHW-22-00711 11/14/2024 ELECTRICAL CERTIFICATE: 48417 11/04/2024 PLUMBERS CERTIFICATION: J. Zee's Plumbing&Heating 11/05/2024 lakd uth rif)g-nature gUFFat/( TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE Wo . 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#: 48417 Date: 10/19/2022 Permission is hereby granted to: Carlton, Lance 4104 47th St Sunnyside, NY 11104 To: Construct additions and alterations (meets town definition of a demo_) to existing single family dwelling as applied for, with sanitary per SHIP replacement. At premises located at: 2230 Central Dr., Mattituck SCTM #473889 Sec/Block/Lot# 106.4-24 Pursuant to application dated 7/21/2022 and approved by the Building Inspector. To expire on 4119/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,132.00 CO-ADDITION TO DWELLING $50.00 Total: $1,182.00 Building Inspector o��OF$O!/r�Ql � o Town Hall Annex Telephone(631)765-1802 54375 Main Road CA P.O.Box 1179 i§ � Jamesh(cD_southoldtownny.gov Southold,NY 11971-0959 QIyenONTI,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Lance Carlton Address: 2230 Central Drive city:Mattituck st: New York zip: 11952 Building Permit#: 48417 Section: 106 Block: 1 Lot: 24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Glen Electric Electrician: Glen Jacobs License No: 4770-ME SITE DETAILS Office Use Only Residential Indoor Basement Service Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 56 Ceiling Fixtures 5 Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 7 Smoke Detectors 3 Main Panel 200a A/C Condenser I Single Recpt Recessed Fixtures 64 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 5 Combo Smoke/CO 2 Transfer Switch UC Lights 2 Dryer Recpt 30a Emergency Strobe Heat Detectors 1 Disconnect Switches 64 4'LED Exit Fixtures Sump Pump Other Equipment: 1 fridge, 1 micro, 1 dishwasher, 1 hood, 1 gas oven, 1 washer,6 step lights Notes: HOUSE Inspector Signature: o�, Date: November 4, 2024 2230 central dr Av Town Hall Annex Telephone(631)765-1802 54375 IVIctiiii Road P.O.Box 1179 CM Southold, NY 11971-0959 E E � W L", NOV 1 5 2024 BUILDING DEPARTMENT TOWN OF SOUTHOLD Building Depwfaent CERTIFICATION Date: Building Permit No. q4J7 Owner: LA 4,ce- C,4 T-o AJ 3 )1,),o-Y 7. rint)( fe�se p Plumber: J 2- e e 4 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of OUP 20 2 Notary Public, County JOHN A. MAKI Notary Public-State of New York No.01 MA6164838 Qualified in Suffolk County MY COMMISSIon Exp,04/30/2027 OFSoUTy� 4J fq 17 # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: v410_ se Oct. V' J DATE T l?- �2 3 1 NSPECTO Of SOUIyO� # # TOWN OF SOUTHOLD, BUILDING DEPT. 631-765-1802 INSPEC ION [ FOUNDATION 1ST [ ROUGH PLBG. [ FOUNDATION 2ND [`�INSULATION/CAULKING [ ] FRAMING /S RAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f IY l AVU DATE INSPECTOR pF SOUTyolo qe,l 7 as 30 cevL fi-�. # # TOWN OF SOUTHOLD BUILDING DEPT. °ycoo 631-765-1802 J.-NSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ..] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL ] "FIREPLACE & CHIMNEY. [ ] .FIRE SAFETY INSPECTION " [ ] FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [x] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE .C/O [ ] RENTAL REMARKS: yil ok qwse r\ A DATE INSPECTOR *gf souryO6 * TOWN 'OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH`PLBG. [ ] FOUNDATION 2ND . [ ] I LATION/CAULKING ] FRAMING/STRAPPING [ FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ -] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ _ ] PRE C/O [ ] RENTAL REMARKS: �X ✓i y C ` DATE / hoe. INSPECTOR COUNTY,OF SUFFOLK YI -2, NOV 15 2024 STEVEN BELLONEf''�!%i SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH Commissioner November 14th 2024 SANITARY REPLACEMENT/RETROFIT ACKNOWLEDGEMENT Letter in Lieu of Inspector Certification HOMEOWNER: Gary Steinfeld ADDRESS: 2230 Central Drive,Mattituck,NY 11952 SC Tax Map Number(s)of the Property: 1000-106-1-24 SHIP Reference Number: SHIP-22-00711 Please be advised that a licensed liquid waste contractor has completed a conventional sanitary system replacement/retrofit at the subject site in accordance with the Suffolk County Department of Health (SCDHS) Standards for Procedures for the Replacement and Retrofit of Existing Sewage Disposal Systems for Single-Family Residences and Other Than Single-Family Residences. If you have any questions or comments regarding this installation please call 631-852-5459. Sincerely, Office of Wastewater Management Office of Wastewater Management 360 Yaphank Avenue, Suite 2C,Yaphank NY 11980(631)852-5700 Fax(631)852-5755 Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue,Suite 2C Nov 2024 Yaphank,New York 11980 (631)852-5700 OR HesithWWM@suffolkcountyny.gov CERTIFICATION OF SEWAGE DISPOSAL SYSTEM ABANDONsi T--' Health Department Reference Number: SHIP-22-0071-1 Suffolk Tax Map#:Dist: 1000 Sect(s) 106.00 1311 k(. 01.00 Lots) 024.000 Project Name or Address., 2230 Central Drive, Mattituck,NY-11952 Subdivision Name&Lot# Applicant Name:.West Creek Builders I HEREBY CERTIFY THAT: 1. The first septic tank/leaching.pool, from the foundation,was located and uncovered,AND 2. If liquid sewage was noted therein,was pumped dry by a licensed sewage hauler,AND 3. Tank/pool was inspected for outlet line to an overflow pool,AND 4. Overflow pool(s) was/were located, uncovered and items #2 and #3 were repeated until all parts of sanitary system were located, AND 5., All parts of sanitary system were removed or filled with clean backfill and any corbelled block domes collapsed. I also certify that the sanitary system abandoned consisted of: First tank/pool 4 feet diameter 4 feet deep( )precast (,I)blork ( )other First overflow pool 4 feet diameter 4 feet deep( )precast (block ( )other Next overflow pool feet diameter feet deep ( )precast ( )block ( )other Next overflow pool feet diameter feet deep( )precast ( )block ( )other Company which pumped out sanitary system if different from certifying company: Name of Company: Address: Consumer Affairs License Number:,. .. Contractor Signature.*�- Date 11/8/24 Print Name/C.pmpAny..:Davld Warren Clearriver Environmental Phone 1531.467.5447 Address:847 11 th Street,Ronkonkoma, NY 11779 Consumer Affairs License Number: LW 44528 This certification shall not be used in lieu of inspections required by personnel of the Department and may be duplicated on company letterhead,provided it contains the above information. PHOTOCOPIES OF DOCUMENTS WILL NOT BE ACCEPTED WWM-080 (Rev.02/12) Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue,Suite 2C Yaphank,New York 11980 (631)852-5700 OR HealtbWWM@suffolkcountyny.gov CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER This certificationMiall4kot;be used in lieu of inspections required by personnel of the Department and may be duplicated on company letterhead,provided it contains the information below. Leave blank any items that are not applicable to the installation Health Department Reference Number: SNIP-22-00711 Suffolk Tax Map#:Dist:, 1000 Sect(s): 106.00- 1314(s)_, 01.00 Lof(s) 024.000 _ Project Name or Address: 2230 Central Drive, Matt_ituck, NY 11952 Applicant's Name: West Creek Builders Date of System Installation: 2/6/23_ Sketch below the measurements from building IIA OWTS TREATMENT UNIT corners to the access covers/ports of disposal system, Make and Model: or attach a separate sketch prepared by installer: Rated Daily Treatment Capacity(gallons): Material: ❑ Concrete Fiberglass/Plastic SEPTIC TANK w Volume(gallons): 1250 y. Material: FZ] Concrete ❑ Fiberglass/Plastic r;. Shape: ❑ Rectangular ❑✓ Cylindrical Top: ❑✓ Slab ❑ Traffic Slab ❑Dome Name of Tank Manufacturer: DISTRIBUTION LEACHING POOLS(If applicable) Number of Pools �.r Diameter and Effective Depth Top: ❑ Slab [],Traffic Slab ❑Dome 4 r 3.1 JIV; Name of Precast Manufacturer: LEACHING POOLS/GALLEYS Total Number of Pools/Galleys_ _ '1 Diameter/Dimensions and Effective Depth 8x12 Top: ❑ Slab ❑ Traffic Slab ❑✓ Dome ❑N/A Name of Precast Manufacturer: OTHER LEACHING SIR UCT URES Make and Model (if applicable): Total Linear Feet of Leaching Structure(s):. COVERS AND LIDS Installed covers comply with current standards(secondary safety device installed if cover weight less than 60lbs.) [2]Yes ❑N/A , I hereby certify that the subsurface sewage disposal system,described herein,has been installed by me in accordance with the approved plans and standards ofthe Suffolk Gi) ly Depa ciit of H altli'Seryices;;and any and all mechanical/electrical components have been tested and are operational. Installer's Signature: _ _ Date. 2/6/23 Installer's Name: David Warren Company Name: ClearRiver Environmental Phone 631.467.5447 Company Address: 047 11th Street, Ronkonkoma, NY 11779 _ Consumer Affairs Liquid Waste License Number and endorsement(s): LW 44528 THIS DOCUMENT MUST CONTAIN AN ORIGINAL SIGNATURE FROM THE INSTALLER WWM-078 (04/18) `n� Al3r ( . i) [TR �ENVIKONM :EWTALo._ ... NOV y '- 4 2024 W O> A �(o to r O B 34 L?1 �r A 30 Nla�f��kcPr NY (M.-? The ClearRiver Family of Companies: -A-1 Sewer&Drain •Ray's Cesspool Service •Priority Cesspool Sewer&Drain •Mangano Plumbing •East End Cesspool Service •Fast Cesspool Service •Bill Mallins Cesspool • Fraser Cesspool 8471P Street Ronkonkoma,NY 11779 27 Service Rd A,Calverton NY 11933 631-467-5447 631-298-7749 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS FOUNDATION Page 1 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS rw' r t ,�t t 't. a d r. X— *Nip .. ,;.. 's Page 2 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS 3, e s } a � P` Page 3 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS PA 4 a, y r gi 4 n, Ike f, z Page 4 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS FRAMING STRAPPING Page 5 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS +: owl � J ! t t Page 6 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS pp yy 55 J Page 7 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS h - i i v Page 8 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS FRAMING Page 9 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS ` '` ;.r•.w �.� , �ww it 1�_`` r ' M Page 10 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS a FI L CIA I � Page 11 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS , y*;g As, {F mi 1. lc ISM Page 12 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS qy it Page 13 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS _o * V rvv I _ s t t4 f n _ t I' :«PR k a Page 14 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS f <a tf S wwr � A r V Page 15 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS M$r r ' .� ' I , ' � r . ._�. Avon— goo � � n At i•-=- _44 `r I Page 16 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS AIR SEAL SPRAY FOAM Page 17 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS - „ �p .way » ° � � ter,• �.,� Page 18 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS �ebY•, ell ?Y, tr tram — F x Page 19 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS «cl Page 20 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS w. ' q3 d � " Al t WN 3 i.' t �I Page 21 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS ay � �E� § ti . «.msWJlGma+..FY E Yt 9r k Page 22 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS BATT INSULATION Page 23 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS 77, i Y� Page 24 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS r i Y"� E f<. ,. ... is " ;ew h if'a � P ;h Page 25 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS r II II I v �f Y«w r, y l" 7 i E a� Page 26 of 38 2230 CENTRAL DRIVE, MATTITUCK BP #48417 WEST CREEK BUILDERS M I Y# aV D' ~3" ♦✓ r �� as t v: H 94`4 y� pjt. 6f. y Page 27 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS a i € b �r K k I B�f Page 28 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS i f f r @_ ¢r d j M A Page 29 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS a .4 rri 4 PF � - t .���'u•ftiiJ< .r1'v Page 30 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS PLUMBING Page 31 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS gmey`r. 'v, lei �e 4 1 r r it F �,r 1 t. �t ;F ysi i n� Page 32 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS X a � .;5 F h i Page 33 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS h t iL PC err . R C M y ,� �^�S A�, ��M •y� � ' r e �✓,rti K 1 `b j-. 1 1 ! �i 1£ , i t� Page 34 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS &4 Page 35 of 38 2230 CENTRAL DRIVE, UATTITUCK BP#48]7 WEST CREEK BUILDERS � { � \-Owl < Page 36 0 38 2230 CENTRAL DRIVE, MATTITUCK BP#48417 WEST CREEK BUILDERS } t t � L Y �t •GE�ERIY INCH IVt i i- I yy� i ,a Page 37 of 38 2230 CENTRAL DRIVE, MATTITUCK BP#48 17 WEST CREEK BUILDERS ..\ � \ ( xy / { � °© � � ^ ` � ��\ . �� «�■: }} ..� - ^2~w< \ .AdL Page 38 0 38 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ---------------------------------- FOUNDATION(2ND) z _ 1 G ROUGH FRAMING& 1 y PLUMBING � S INSULATION PER N.Y. STATE ENERGY CODE t t hci � r FINAL ADDITIONAL CONMElyTS z 1 Z f, , rn - is -am 5dur t l c olnH "ed . S y O z - x E� ! y x e b H TOWN OF SOUTHOLD—BUILDING DEPARTMENT W Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov �f Date Received APPLICATION FOR BUILDING.PERMIT For Office Use Only ® E M I� f' ILA PERMIT NO. / Building Inspector: 2 JUL 2022 DUD Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Lance Carlton scTM#1000-106701724 Project Address:2230 Central Drive, Mattituck, NY 11952 Phone#:917-592-6481 Email: Mailing Address:4140 47th Street, Sunnyside, NY 11104 CONTACT PERSON: . Name:Gary Steinfeld/West Creek Buildres Mailing Address:PO Box 256, New Suffolk, NY_11956 Phone#:631-334-9205 Email:9ary westcreekbuilders.com DESIGN PROFESSIONAL INFORMATION: Name:Condon_Engineering•,w P.C. Mailing Address:1755 Sigsbee Road, Mattituck,..NY 11952 Phone#:631-298-1986 Email: CONTRACTOR INFORMATION: Name:West Creek Builders 'Mail.ing Address:PO Box 256, New Suffolk, NY 11956 9_ Phone#:631-334-9205 Email: a , _@__..- westcreekbuilders.com _ -.__ _ � DESCRIPTION OFPROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $350,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Single Family Residential Intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to'the Building Zone Ordinance of the Town.of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,'building code, housing regulationsp p d in building(s)fornecessary inspections.False statements made herein are punishable a n s aClass A misdemeanor pursuant to Section 210 4S of the New York State Penal Law. Application Submitted By(print name):West Creek Builders/Gary Steinfeld BAuthorized Agent ❑Owner Signature of Applicant: Date: ;7 7i Z 2/ STATE OF NEW YORK) COUNTY OF 1 u. ) - & y 5-rpl� being duly sworn,deposes and says that(s)he is the applicant (Nam of individual signing contract)above named, (S)he is the / _ZOIZ- - (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of L{ 20� Notary Public SABRINA M BORN' Notary Public,State of New York No.01 B06317038 PROPERTY'OWNER NER AUTHORIZATION Qualified in Suffolk County � (Where the applicant is not the owner) Commission Expires-Dec.22,20 Lance Carlton residing at 4140 47th Street, Sunnyside, NY 11104 do hereby authorize West Creek Builders/Gary Steinfeld to apply on my behalf to the'Town of Southold Building Department for approval as described herein. 44t 07/11/22 Owner's Signature Date Lance Carlton Print Owner's Name 2 ID rr BUILD DEPARTMENT- Electrical Inspector ayo Gym J U L 1 3 2023 i f TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o ® BU11MIN EI Southold, New York 11971-0959 �,�Od �a T®fix Ephp (631) 765-1802 - FAX (631) 765-9502 r ro_gerr(aD_southoldtownny..gov - seand(_southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:" 17 h7- �o Company Name: L� Electrician's Name: License No.: r�r, L Elec. email: "ejec:�Ov C OAX Elec. Phone No:G6-32,.5Z_C'5,g,- request an email copy of Certificate of Compliance Elec. Address.: lAA5 r.-cc_.� C1L AP D e. JOB SITE INFORMATION (All Information Required) Name: C' / p ,S Address: 2 �� Cross Street: �a Phone No.: r 3 3 2a Bldg.Permit#: 4 1 email: Tax Map District: 1000 Section: Block: / Lot: v�2 BRIEF DESCRIPTION OF WORK, INCLUDE SQU&RE�FFOOTAG E (PI se Print Clearly): CA;, /tZC_ /.sT-14- Z6JD 7l©o - Square Footage: 220 O Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO XRough In ❑ Final Do you need a Temp Certificate?: ❑ YES V( NO Issued On Temp Information: (All information required) Service SizeX1 Ph❑3 Ph Size: 006 A # Meters Old Meter# ]New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect❑Underground[ kOverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? 0 Y N Additional Information: PAYMENT DUE WITH APPLICATION n Ate,," I I oVI BUILD DEPARTMENT- Electrical Inspector Off© Cow 'Y — TOWN OF SOUTHOLD J U L 1 3 2023 r<}o Town Hall Annex - 54375 Main Road - PO Box 1179 '*+ Southold, New York 11971-0959 BU11 IN DES , ,,a� �ap� ;'` TOE_- � e�ephane (631) 765-1802 - FAX (631) 765-9502 4w rogerlD-southoldtownny.gov - seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL,,INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 71hzhoa-3 Company Name: 9 C� Electrician's Name: License No.;� � L Elec. email: (QAsQAe_ *0v P Elec. Phone I request an email copy of Certificate of Compliance Elec. Address.: (,tee-k,r-rci ' 0 O JOB SITE INFORMATION (All Information Required) Name: W��fC' Address: 2 S sf�� Cross Street: p lid Phone No.: -2 r7 Bldg.Permit#: `A;� 4 email: Tax Map District: 1000 Section. ��j G Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly). Square Footage. �2© ^ Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: El YES �4 NO Issued On Temp Information: (All information required) Service SizeeX1 Ph❑3 Ph Size: 006 A # Meters Old Meter# �]New Service Fire Reconnect[:]Flood Reconnect Oservice Reconnect DUnderground N.0, verhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION I c) PERMIT Fi Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini =arbon Micro Generator -ombo Cooktop Transfer aC AH Hood Service Amps Have Usec -pedal omments -®SUFEDtK�;.r BUILDING DEPARTMENT- Electrical Inspector 1U0�' �G�'_ TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 ^� Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(aD south oldtownny.gov seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN.INFORMATION (All Information Required) Date: Q Company Name: �j ��y $ /c��j�2cC, c� LcavCi .o �,.� r� Electrician's Name: 14C oa-S License No.: C)—,m ,,leElec. email: /- f yj ga r, coft Elec. Phone No:&-3f S CS LYJ I request an email copy of CertificatL51of Compliance Elec. Address.: PC, A9e_,X- J, JOB SITE INFORMATION (All Information Required) Name: Address: � I _ Cross Street: Phone No.: 33 Bldg.Permit#: `f elf t' email: Tax Map District: 1000 Section: JDG Block: Lot: �Q BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: k Y E SFINO Rough In Final Do you need a Temp Certificate?: YES Issued On Temp Information: (All information required) Service Size�1 Ph�3 Ph Size: A #Meters Old Meter# ❑New Service0 Fire ReconnectE]Flood ReconnectOService ReconnectDUnderground DOverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y ON Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# YYY / 7- Address: ;Z�-30 CO'N'r01- 1?4'YE Switches Outlets GFI's Vf�• Surface J� Sconces H H's UC Lts(a) Cau, vatr Fridge l HW POOL Panel Fans " - Mini Fr. W/DC�' ( P.) Pump Exhaust Cq) Oven(i) 67As Sump Heater Trnsfrnr Smokes lit DW I Generator Salt Gen. Carbon Micro I GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minispl.it Blower AC AH Hood 1 Blower Service Amps Zia® Have Used Sub Amps Have Used Comments (0 '54 eDS Ir Town Hall Annex '� Telephone(631).765-1802 54375 Main Road q `; Fax(631)765-9502 P.0. Box 1179 Southold, NY 11971-0959 ` BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION'AND/OR TIMBER CONSTRUCTION � Date: 07/11/22 Owner: Lance Carlton Location of Property: 2230 Central Drive, Mattituck, NY 11952 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure X 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) _ X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): X _ Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Garr Steinfeld/West Creek Builders Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 e Generated by REScheck-Web Software Compliance Certificate Project 2230 Central Drive Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 22% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2230 Central Drive Mattituck,NY 11952 e - Compliance: 4.7%Better Than Code Maximum UA: 428 Your ILIA: 408 Maximum SHGC: 0.40 Your SHGC: 0.16 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. Slab-on-grade tradeoffs are no longer considered in the LIA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop- Req. Assembly or Ceiling:Flat Ceiling or Scissor Truss 906 38.0 0.0 0.030 0.026 27 24 Ceiling 1:Cathedral Ceiling 233 30.0 0.0 0.034 0.026 8 6 Wall:Wood Frame,16"o.c. 1,343 15.0 0.0 0.077 0.060 103 81 Wall 1:Wood Frame,16"D.C. 1,177 21.0 0.0 0.057 0.060 56 59 Door:Glass Door(over 50%glazing) 197 0.290 0.320 57 63 SHGC:0.19 Floor:All-Wood Joist/Truss 1,044 30.0 13.0 0.023 0.047 24 49 Window:Wood Frame 457 0.290 0.320 133 146 SHGC:0.15 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.Ike proposed building has been designed to meet the 2018 IECC requirements in REScheck Version REScheck-Web and to comply WI a mandatory requirements listed in the REScheck Inspection Checkliisstt.QJY///�\/ 1 -,r-// Name-Title Date Project Title: 223Q Central Drive ;. y�* p �\`� Report date: 07/15/22 Data filename: 4 h R Y Pagel of 9 051 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0%.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 thattable is provided. ,Section Plans Verified Field Verified # Pre-Inspection/Plan`Review Value Value Complies? Comments/Assumptions &Re AD 103.1, ;Construction drawings and E,.°u "❑Complies Requirement will.be met. 103.2 1documentation demonstrate ❑Does Not [PRl]1 energy code compliance for the I U building envelope.Thermal ❑Not Observable (envelope represented on ❑Not Applicable construction documents. ` 103.1, Iconstruction drawings and ❑Complies Requirement will be met. 103.2, (documentation demonstrate []Does Not 403.7 eenergy code compliance.for [PR3]1 I lighting and mechanical systems 3 ❑Not Observable ISystems serving multiple ❑Not Applicable dwelling units must demonstrate (compliance with the IECC I jcommercial Provisions. 3021,° Heating and cooling equipment is i Heating: , Heating: ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S.based Btu/hr 1 Btu/hr ❑Does Not I [PR2]2 on loads calculated per ACCA Manual or other methods Cooling: 1 Cooling: ❑Not Observable i EJ` j Btu/hr_ I Btu/hr approved by the code official. ❑Not Applicable I Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier3) Project Title: 2230 Central Drive Report date: 07/15/22 Data filename: Page 2 of 9 ,Section. #` 'Foundation Inspection Complies?. Comments/Assumptions, •" 303.21;, A protective covering is installed to ;❑Complies ;Requirement will.be met. protect exposed exterior insulation ❑Does Not and extends a minimum of 6-in.below-❑Not.Observable : 9: + rade. i❑Not Applicable ' 403.9` ?Snow-and ice-melting system controls;❑Complies Exception:Requirement is not applicable, [FO12)� ,"�, tailed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 lHigh Impact(Tier 1) 2 IMedium Impact(Tier 2) 3 Low.Impact(Tier:3)- Project Title: 2230 Central Drive Report date: 07/15/22 Data filename: Page 3 of 9 Section Plans Verified Field Verified #' Framing/Rough-In Inspection Value Value Complies? Comments/Assumption's &Req.ID . 402.1.1, Glazing U-factor(area-weighted U- U I❑Complies See the Envelope Assemblies 402.3.1, average). I j❑Does Not ;table for values. 402.3.3, ; 1 402.5 I 11INot Observable I [FR2]1 l❑Not Applicable I i 303.1.3 U-factors of fenestration products ❑complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not V with the NFRC test'procedure or taken from the default table. []Not Observable " ❑Not Applicable 402.4.1.1 ,Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's []Does Not I instructions. ❑Not Observable ' ❑Not Applicable 402.4.3 1Fenestretionthat is not site built ❑Complies ;Requirement will be met. [FR20]1 lis listed and labeled as meeting ❑Does Not j v IAAMA/WDMA/CSA 101/I.S.2/A440 1or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable j limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies jRequirement will be met. [FR16]2, sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 1 403.3.1 Supply and return ducts in attics a ❑Complies jRequirement will be met. [FR12]1 insulated>=R-B where duct is ❑Does-Not >=3 inches in diameter and> IR-6 where<3 inches.Supply and °g ❑Not Observable +return ducts in other portions of �� ' �.❑Not Applicable jthe building insulated>=R76 for I Idaameter>=3 inches and R-4.2 ; 'for<3 inches in diameter. I 403.3.2 I Ducts,air handlers and filter ❑Complies ;Requirement will'be met. [FR13]1 Iboxes are sealed with. ❑Does Not j joints/seams compliant with International Mechanical Code or ❑Not Observable I International Residential Code,as ❑Not Applicable applicable. 1 4033:5 . ,;Building cavities are not used as ❑Complies !Requirement will be met, [0R1'5]3 ducts or plenums. ❑Does Not []Not Observable ❑Nat Applicable { 403.4--' HVAC piping conveying fluids R_ ;$(R-_ ;❑Complies Requirement will be met. [FR17]2 above 105°F or chilled fluids I IE)Does Not 4r, below 55 4F are insulated.to>_R- j 3 , Not Observable I '[]Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 I piping. ° ` ❑Does Not 4F ❑Not Observable f, ❑Not Applicable 403.5 3x`°.Hot water pipes are insulated to R-- R-_ ❑Complies Requirement will be met. 11!R18J2 zR-3. j❑Does Not I i j❑Not Observable j❑Not Applicable j 403.6 `' Automatic or gravity dampers are '❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. �r`° '� _�❑Not Observable ; t ❑Not Applicable I 11 High Impact(Tier 1) Z,, Medium Impact(Tier 2). 3.I Low Impact(Tier 3) Project Title: 2230 Central Drive Report date: 07/15/22 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 72Tmedlum Impact(Tier 2) 1,3.1 Low Impact(Tier 3) Project Title: 2230 Central Drive Report date: 07/15/22 Data filename: Page 5 of 9 Section Plans-Verified ' .Field Verified # Insulation Inspection' Value Value Compiles? Com'ments/Assumptions &Req.ID 303.1` All installed insulation is labeled ❑Complies ;,Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- i❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood 1❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel 11EINot Observable j UNot Applicable I 303.2, (Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 !manufacturer's instructions and ❑Does Not [IN2]1 1 in substantial contact with the underside of the subfloor,or floor ❑Not Observable ; iframing cavity insulation is in "❑Not Applicable I contact with the top side of ; j sheathing,or continuous insulation is installed on the underside of floor framing and j extends from the bottom to the top of all perimeter floor framing , members. , 402.1.1, lWall insulation R-value.if this is a; R-_ ; R-_ i❑Complies !See the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/z of the ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 iwall-insulationonthewall I Mass I M [IN3]1 jexterior,the exterior insulation ❑ ❑ ass ❑Not Observable !requirement applies(FR10). ❑ Steel I❑ Steel ![]Not Applicable , 303.2 Tall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 jmanufacturer's instructions. []Does Not 1 ❑Not Observable ❑Not Applicable j Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3 1 Low.Impact(Tier 3) Project Title: 2230 Central Drive Report date: 07/15/22 Data filename: Page 6 of 9 Section Plans Verified Field 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 :E]Does Not ;table for values. 402.2.2. j❑ Steel j❑ Steel ❑Not Observable 402.2.6 [Fill' ❑Not Applicable 303.1.1.1, Ceiling insulation installed per JElComplies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI211 Blown insulation marked every 300 ft2. [-]Not Observable IE]Not Applicable 402.2.3 I Vented attics with air permeable ❑Complies ;Requirement will-be met. [FI22F, '.I insulation include baffle adjacent ❑Does Not 'to soffit and eave vents that 1 extends over insulation. ❑Not Observable I ❑Not Applicable 402.2.4 Attic access hatch and door R_ R- ITIComplies :Requirement will be met. (FI311 insulation 2-R-value of the ❑Does Not adjacent assembly. :[-]Not Observable I ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa.<=5 ; ACH 50=_ ACH 50= ❑Complies ;Requirement will be met. [FI1711 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable I ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies ;Requirement will be met. [FI2711 determine air leakage with ! ft2 ft2 ❑Does Not either:Rough-in test:Total leakage measured with a I❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including j the manufacturer's air handler enclosure if installed at time of test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 ❑Complies ;Requirement will be met. [17I411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable ; occur during Framing Inspection. j 403.3.2.1 Air handler leakage designated }} ❑Complies ;Requirement will'be met. [FI2411 by manufacturer at<=2%of ❑Does Not j design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [FI912 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable (code specifications. ❑Not Applicable 403.1.2, !Heat pump thermostat installed ❑Complies Exception:Requirement is [Fllbl2 on heat pumps. ❑Does Not �not applicable. [-]Not Observable ! ❑Not Applicable 403.5.1 j Circulating service hot water ❑Complies ;Requirement will be met. [FI11]2 )systems have automatic or ❑Does Not j accessible manual controls. I ❑Not Observable ❑Not Applicable j 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) s,3 ILow Impact(Tier 3) Project Title: 2230 Central Drive Report date:- 07/15/22 Data filename: Page 7 of 9 Section Plans-Verified Fieid Verified''; ° # Final inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 All mechanical.ventilation system ❑Complies ;Requirement will be met. [F12512 fans not part of tested and listed ❑Does Not HVAC equipment,meet efficacy i �., and airflow limits per Table .'•" ❑Not Observable R403.6.1. ' ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ;Exception: Requirement is [FI26]2 through one-or two-pipe heating ❑Does Not !not applicable. systems have outdoor setback control to lower boiler water []Not Observable temperature based on outdoor ❑Not Applicable I temperature. � 403.5.1.1 Heated water circulation systems ❑Complies Requirement will be met. [FI28]2 have a circulation pump.The ❑Does.Not system-return pipe is a dedicated return pipe or a cold water supply ,. ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for �' circulating'hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and : `6 no demand for hot water exists 403.5.1.2 Electric heat trace systems ❑Complies ;Exception: Requirement is [F129]2_ comply with IEEE 515.1.orUL ❑Does Not Inot applicable. 515.Controls automatically adjust the energy input to the ❑Not Observable ; heat tracing to maintain the ❑Not Applicable desired water temperature in the l piping I =+r 403.5.2 Demand recirculation water r M -Complies ;Exception: Requirement is [F130]2' systems.have controls that ❑Does Not !not applicable. manage.operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to<= 1042F. _ 403.5.4 ;:Drain water heat recovery units '"." "❑Complies Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not not applicable. B55.1.Potable water-side pressure loss of drain water.heat ❑Not Observable recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers.Potable water side pressure loss of drain water heat recovery units<2 psi for individual units connected to ! three or more showers. 404.1 90%or more of permanent ❑Complies Requirement will be met. [FIG]' Ifixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 4041.1 - Fuel gas-lighting systems have ❑Complies Requirement will be met. [1`I23]3- no continuous pilot light. ❑Does Not ❑Not Observable I ❑Not Applicable 401.3 Compliance certificate posted, El Complies (Requirement will be met. [F17j2, ❑Does Not ❑Not Observable I ❑Not Applicable 1 IHigh Impact(Tier 1) 1,2,IMedium Impact(Tier 2) '.3, Low Impact(Tier3) Project Title: 2230 Central Drive Report date: 07/15/22 Data filename: Page 8 of 9 Plan Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions Section &Req.ID 303.3 Manufacturer manuals for ❑Complies :Requirement will be met. [FI18]3, mechanical and water heating ❑Does Not systems have been provided. 1[-]Not Observable f ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) v3 J Low Impact(Tier 3) Project Title: 2230 Central Drive Report date: 07/15/22 Data filename: Page 9 of 9 201 8 IECC Energy Efficiency Certificate 'Insulation Rating. R-Value Above-Grade Wall 15.00 Below-Grade Wall - 0.00 Floor 43.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Door Rating U-Factor SHGC Window 0.29 0.15 Door 0.29 0.19 .. Heating System: Cooling System: Water Heater: Name: Date: Comments Town Hall Annexi, Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 s BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE"CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION.ANDI.OR TIMBER CONSTRUCTION Date: 07/11/22 Owner: ' Lance Carlton Location of Property: 2230 Central Drive, Mattituck, NY 11952 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure X 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) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): X Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: lop Name (person submitting this form): Gary Steinfeld/West Creek Builders Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 Dwyer, Nancy From: Dwyer, Nancy Sent: Thursday, September 1, 2022 3:51 PM To: 'gary@westcreekbuilders.com' Subject: 2230 Central Dr Good afternoon, I am reviewing the application for the Carlton additions and alterations. There are a few issues with this one.. -On the site plan, please indicate your 100 foot setback line from top of bluff so we can clearly see what work is being done within that jurisdiction and if ZBA might be required. -The existing waterside deck never received a building permit,so it will need to be legalized within this application as an as-built structure. -The project is meeting the town definition of a demolition, and is a substantial renovation to an existing home which has a sanitary system that was in place prior to 1973. Because of this,SCHD approvals is going to be required. -Southold Town Trustees approval will be required for the project. If you have any questions,feel free to reach out to the building department. Thank you, JVancy Dwyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i " 9 WEST CREEK PLAN I DESIGN I BUILD 2230 Central Drive, Mattituck 1000-106-01-24 Septic System Approval Approval Email from Suffolk County Office of Wastewater Management through the Septic Haulers Information Portal (SHIP) for installation of new system and abandonment of block cesspool. SHIP required sketch...Daniel Falasco, P.E. Consulting Engineers, Signed E � vl t rvj SEP 2 202� E' ILDIN', v , P.O. BOX 256, NEW SUFFOLK, NY 11956 TEL 631.334.9205 ? 9126122.2:36 Ph7 ClearRiver,Environmentat Mail-SHIPi Portal NotificalJon TM22-00711 Update fGmail Ship ClearRiver<ship@clearriver.us> SHIP Portal Notification #22-00711 Update 4 1 message ship@suffolkcountyny.gov<ship@suffolkcoubtyny.gov>_. Mon,Aug 1, 2022 at 1:11 PM To:ship@clearriver.us �J SHIP Portal okay to proceed is pending proposal sketch. Suffolk County Government,O 2022:. ' f I i . i f I 5 f l�t� tps:!(math(jobgle.cvmlmaU/ul2!?ik=(8t3f712ae&view=pt&searcti=all&permlhW=threadd�/o3A173997965683160A2148sfmpl=msg-f%3A173997965o8:..y 1/1 {� � u "At — ..,..._..,..,.+.� q1{Y �-,...-•j e5t1�.a...-..`•-._'....a....-...-.-,�_.-...�ti. a, .. `I +.-.-. .. *014 w • \ ,. 771 iZ s JI Air 7-7 4 '� , _ .M .: :. r. LatiL7 SLJf2VEVED O a,. Fi A 'leNlT ` �r, • . .'" " ATT!TUG{�•' {IV7. Mori I ar.N UMB orm s S Ncr". L 17 MAP {l R� i:;�toGK I- ow , • CAP'T loop ESTS' FlIZO . :t r b' a SUPK�OISC••��3NTY CLE,RKS ' AS MAF";No. I672 > a o. WON Pave Cold fig• ;. a a Mom umc*jr � �„• ----- -- r dw •Q , 51TE DATA PROJECT DE5GRIPTION & NOTES 5CTM# 1000-106-01-24 -EXCAVATION, FOUNDATION, & CONSTRUCTION OF NEW 2' X 44.2' 15T PROPERTY: 2230 CENTRAL DRIVE FLOOR INFILL OF EXISTING 2ND FLOOR CANTILEVER MATTITUGK, NY 11 q52 -RECONSTRUCT EXISTING FRONT ENTRY PORCH " OWNER: LANCE GARLTON -NEW WINDOWS & EXTERIOR DOORS A5 PER PLAN PROJECT I ZONING: R40 -ENLARGE WIDTH OF EXISTING 2ND FLOOR KITCHEN BOW WINDOW AREA SITE w . -REPLACE HIP ROOF SECTIONS WITH GABLE STRUCTURE. LOT AREA -REVISED INTERIOR LAYOUT A5 PER PLAN TOTAL LOT AREA 68,800 5F 1.51q AG PROPOSED LOT COVEf3AGE EXISTING HOUSE 1,061 5F EXISTING DECK 504 5F EXISTING SHED 100 5F . EXISTING ASPHALT DRIVEWAY 3,365 5F PROP05ED CANTILEVER INFILL 88.4 5F PROPOSED ENTRY PORCH 12 5F LOCATION MAP/ N.T.S. TOTAL 5,1 q0.4 5F 1.54% / SURVEYOR EROSION & SEDIMENT CONTROL DETAILS c NOT TO SCALE SITE PLAN BASED ON SURVEY BY; PEGONIG SURVEYORS, P.G. SUPPORT 1230 TRAVELER STREET, SOUTHOLD NY, 11 g11 (2PERSALE) EBB {Z PER SALE) DATED MARCH 18, 2016 STRAW BALES OUSLYA-INSTALLED MAXSP *' CONTINUOUSLY AGAINST QOWNSLOPE SIDE OF FILTER FABRIC FENCE \ $'MN. FILTER FABRIC FENCE \\ ' ) JEXISTfNG ILCOMPACTED SLOPEHAIL HIN[NNO BACKFILLONSTRUGTIO STORM NATER GONTROLGROUNC3 G N CONSTRUCTION ACTIVITIES: *EOUV ENTSTiEE.LL((U)wow OR S 1) INSTALLATION OF TEMPORARY ER05ION CONTROL MEASURES \ 2) EXCAVATION FOR NEW FOUNDATION TO DEPTH OF +/- 4' BELOW FIN15HED - \ GRADE 3) CONSTRUCTION OF NEW FOUNDATION NZ / / � \sue 4) CONSTRUCTION OF NEW CANTILEVER INFILL 5) RECONSTRUCTION OF EXISTING FRONT ENTRY PORCH 6) INSTALLATION OF NEW LANDSCAPING PLANTS AND LAWN5 A5 REQUIRED / ' 1) REMOVAL OF TEMPORARY ER05ION CONTROL MEASURES STORM WATER AND POLLUTION CONTROL MEASURES: POLLUTION CONTROL MEASURES TO BE MAINTAINED IN ACCORDANCE / WITH THE PROVISIONS OF THE TOWN OF SOUTHOLD, CHAPTER 236, / iS`� \d Q % STORM WATER MANAGEMENT AND EROSION AND SEDIMENT 20 � q CONTROL MEASURES. bb 1) PROTECT EXISTING VEGETATION TO REMAIN. 2) MINIMIZE THE LENGTH AND TIME AREAS ARE EXP05ED DUE TO Z 100 c1:1 G CLEARIN AND GRADING. STABILIZE ALL AREAS THAT ARE GRADED AND G o � -n \ STRIPPED WITH TE14FORARY SEEDING. � � 0 `" 3) DIVERT RUNOFF WATER FROM CLEARED SLOPES AND MINIMIZE LENGTH 2 ��� o \ EST CREEK AND STEEPNESS. \ 0, �u��o - / 4) INSTALL ER05ION AND SEDIMENT CONTROL MEASURES AT PERIMETER i �� �G y o x sy� PLAID I DESIGN I BUILD OF D15TURBANCE AREA PRIOR TO START OF CONSTRUCTION AND �-< O-A MAINTAIN THROUGH PROJECT COMPLETION. � � � � c / p � � �� � \ .DESIGN DRA`1NING5 5) MAINTAIN STABILIZED CONSTRUCTION ENTRANCE. \ �O �'� Z s� �� / \ WEST CREEK 6) RETAIN ALL RUNOFF ON 51TE ACCORDING TO LOCAL REGULATIONS. \ Z � o / \\ PO BOX 256 1) CONTROL DUST FROM CONSTRUCTION ACTIVITIES. � -C � / \ NEW SUFFOLK, NY 11g56 8) CONTRACTOR 15 RE5PON51BLE FOR REGULAR MAINTENANCE AND \ INSPECTION OF ALL. CONTROL MEASURES T A \ \O MAINTAIN PROPER � � ENGINEER PERFORMANCE. GONDON ENGINEERING, P.G. q) D15P05E OF ALL 50LID WATTE AND DEBR15 ACCORDING AS WELL AS \O, / \ 1755 51G5BEE ROAD TOXIC AND HAZARDOUS WATTE ACCORDING TO LOCAL REGULATIONS. / \\ MATTITUGK, NY 11g52 10) MAINTAIN TEMPORARY FENCING WHERE REQUIRED FOR SAFETY AND DEBRIS CONTROL. UE/REVISIONS 11) CONTRACTOR TO REPORT ANY MODIFICATIONS DETAILED CONTROL / PERMIT SET 01.08.22 MEASURES. \ / REVI5ED Oq.26.22 PROJECT CARLTON RESIDENCE / 2230 CENTRAL DRIVE \ / MATTITUGK, NY 11 q52 \ SCALE 15' s DRAWING ; 51TE PLAN q TTE PL NOTES & DETAILS }, rF• tr �q, AJ 4 K ' SCALE : 1" = 15'-0' �— qqnt 51 ACDRD' CERTIFICATE OF LIABILITY INSURANCE F DATE(MM/DD/YYYY) `.� 07/20/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of-such endorsement(s). PRODUCER CONTACT Nicholas Zulkofske Brookhaven Agency,Inc. PHONE 631 941-4113 FAX 631 941-4405 100 Oakland Ave,Ste 1 E"MAIL certificates brookhavena enc .com INSURERS AFFORDING COVERAGE NAIC# Port Jefferson,NY 11777 INSURER A: Southwest Marine&General Ins Co INSURED INSURER B: West Creek Builders,.LLC INSURER C: PO BOX 256 - INSURER D: New Suffolk NY11956 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:. REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP Im POLICY NUMBER LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $100 000 CLAIMS-MADE FX I OCCUR X X GL2022LHB00168 05/09/2022 05/09/2023 MED EXP(Any oneperson) $5 000 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE $2 000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2 000,000 X I POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $1,000,000 A EXCESS LIAB CLAIMS-MADE X EX2022LHB00045 05/09/2022 05/09/2023 AGGREGATE $1,000,000 DED RETENTION - $ WORKERS COMPENSATION WC STATU- I OTH- AND EMPLOYERS'LIABILITY Y/N FR ANY /OFFICER/MEM EREXCLUDED?ECUTIV� N/A SeeNYSIFcertificate E.L.EACH ACCIDENT $ (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ Ues,describe under SCRIP SCRIPTION OF OPERATIONSbelow E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION ***PROOF OF COVERAGE*** SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. � o AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD N YS [F New York State Insurance Fund PO Box 66699,Albany,NY 12206 I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 206334771 BROOKHAVEN AGENCY INC 100 OAKLAND AVE STE 1 . PORT JEFFERSON NY 11777 SCAN TO VALIDATE • AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER WEST CREEK BUILDERS, LLC TOWN OF SOUTHOLD PO BOX 256 53095 ROUTE 25 NEW SUFFOLK NY 11956 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12403 219-5 100242 05/12/2022 TO 05/12/2023 7/21/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2403 219-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE .NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERTICERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:617550544 U-26.3 6 , Suffolk County Executive-'s Office of Consumer Affairs . VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: o 5 8/27/2007 .N 41 03 fi � ` SUFFOLK COUNTY h Home Irn rovement Contractor License This is to certify that GARY M STEINFELD. doing business as WEST CREEK BUILDERS LLC having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws,rule_ s w. and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL AND A CURRENT CONSUMER AFFAIRS ID CARD 5• Director �."SP1' s�'"'++u.'SairC'"x.. • :". . -' xwJif-°sssYaww"$7Mi 1.' .--';."..''5�2.�,+..-:�.` a 'i^S'.eta'sJ',S�ur4"siZ3u+ e:.'e..-�a+u�s'"�Y��7.'Y.C"` `+� .'7.Yt"iL.74Yu. -"T.", ". L' fy' SITE DATA PROJECT DESCRIPTION & NOTES 5CTM# 1000-106-01-24 -EXCAVATION, FOUNDATION, & CONSTRUCTION OF NEW 2' X 44.2' 15T PROPERTY: 2230 CENTRAL DRIVE FLOOR INFILL OF EXISTING 2ND FLOOR CANTILEVER KKv. MATTITUCK, NY 11g52 -RECONSTRUCT EXISTING FRONT ENTRY PORCH OWNER: LANCE CARLTON -NEW WINDOWS & EXTERIOR DOORS A5 PER PLAN PROJECT ZONING: R40 -ENLARGE WIDTH OF EXISTING 2ND FLOOR KITCHEN BOW WINDOW AREA 1 \ SITE, o -REPLACE HIP ROOF SECTIONS WITH GABLE 5TRUGTURE \ ' 1 0 LOT AREA -REVI5ED INTERIOR LAYOUT A5 PER PLAN \ 800 5F 1.57q AG TOTAL LOT AREA bb, � 1 ND\ CP � PROPOSED LOT GOVE:B$C7E o\ EXISTING HOUSE 1,061 5F 1 Cr \ EXISTING DECK 504 5F \ EXISTING SHED 100 5F 1 ' EXISTING ASPHALT DRIVEWAY 3,365 5F 1 \ PROPOSED CANTILEVER INFILL &b.4 5F 1� \ LOCATION MAP ° �' \ APPROVED AS NOTED N.T.S. PROPOSED ENTRY PORCH �2 5F N TOTAL 5,190.4 5F 1.54% WIC t`? ` DATE• .P.# V9V17 \ FE,� a. eg I� OCCUPANCY OR SURVEYOR 1 / / NOTIFY BUILDING DEPARTMENT AT 51TE PLAN BASED ON SURVEY BY, 631-765-1802 BAMTo4PM FOR TNE USE `S UNLAWFUL PEGONIG SURVEYORS, P.G. / FOLLOWING INSPECTIONS: VVITROUT CERTIFICATE \ // t. FOUNDATION-TWO REQUIRED 1 / / FOR POURED CONCRETE Q�- OCCUPANCY 1230 TRAVELER STREET, SOUTHOLD NY, 11971 DATED MARCH 18, 2016 2. ROUGH•FRAMING&PLUMBINQ 1 / 3. INSULATION 4. FINAL-CONSTRUCTION MUST RETAIN STORM WATER RUNOFF TOP OF BLUFF p1.�tp0RM / / / BE COMPLETE FOR C.O. PURSUANT TO CHAPTER 236 ALL CONSTRUCTION SHALL MEET TIC 1 / REQUIREMENTS OFTI "CODESOFNEiN OF THE TOWN CODE. �Nti / / p15N YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS 1 % TRUSS PLACARDING REQUIRED CONSTRUCTION STORMHATER CONTROL C D D E v O l BUILDING DEPT CONSTRUCTION ACTIVITIES: / / Pic 'vi! Y©R!C S"IATL & TOWN CODES TOWNOFSOUTIi"LD 1) INSTALLATION OF TEMPORARY ER05ION CONTROL MEASURES / / AS REQUIRED AND CONDITIONS OF 2) EXCAVATION FOR NEW FOUNDATION TO DEPTH OF +/- 4' BELOW FIN15HE0 / 1 \ /� SOUTHOLD TO'JVN ZBA / \GRADE SOUTHOLD TOWN PLANNING BOARD 1 SOUTHOLD TOtiVN TRUSTEES 3) CONSTRUCTION OF NEW FOUNDATION N W CANTILEVER INFILL \ 4) CONSTRUCTION OF E 1 3 5N�° 1��.� 1 WEST CIDN-U ' N.Y.S.DEC 5) RECONSTRUCTION OF EXISTING FRONT ENTRY PORCH 1 M1 mono 6) INSTALLATION OF NEW LAN05CAPING PLANTS AND LAWN5 A5 REQUIRED \ 7) REMOVAL OF TEMPORARY EROSION CONTROL MEASURES Et.E'CM 'ALtrl�7MT1 RFOIIT-'` PLAN DESIGN BUILD 1 STORM WATER AND POLLUTION CONTROL MEASURES: a2 \ 1 �yc�StW� � I'll c:�te�'or 1Yghtin� 1?E S I G N D Rl�1N I N G S POLLUTION GONTR01. MEASURES TO BE MAINTAINED IN ACCORDANCE 5EG0No5t0 \ Inutriled,rcl:'eeed or 1 oeGK rePalrcd.hallconfonn WE5T GREEK WITH THE PROVISIONS OF THE TOWN OF SOUTHOLD, CHAPTER 236, �� Q4.2 \ 1to STORM WATER MANAGEMENT AND EROSION AND SEDIMENT P ' Y f t Chapter 172 o o the To`vn Code PO BOX 256 CONTROL MEASURES. 1 2�a Ex15t�NG 2St0RYp�M �O�SE NEW 5UEFOLK, NY 11 q56 1) PROTECT EXISTING VEGETATION TO REMAIN. \ 2a � ,"•,�^ CERTIFICATION 2) MINIMIZE THE LErJGTH AND TIME AREAS ARE EXPOSED DUE TO 1 \ c �'�' :_1..,-„.� .,,. '``��'"�='�JT��I�FURF CERTIFICATE u F 0CCUF7ANC1 CLEARING AND GRADING. STABILIZE ALL AREAS THAT ARE GRADED AND t 2. 5,0 Gt�x15t1NG SOLDER USED IN LV�",TF� l CINDER STRIPPED WITH TEMPORARY SEEDING. 1. q.0' G°NStRv °CzGH \ SUP N FROM CLEARED SLOPES AND MINIMIZE LENGTH 1 15tp1.°°R`N��L � NNOT � t�Nt�Yp SYSTEM CALEAD. GONDOLA ENGINEERING P.G. 3) DIVERT RUNOFF b ATER e�t.0>"Ex15tv�� EXCEED 2/10 OF 1% LEAD. G�"t��E 1155 51G5BEE ROAD AND STEEPNESS. \ 4) INSTALL ER051ON AND SEDIMENT CONTROL MEASURES AT PERIMETER 1 \ PLiJM81iN� MATTITUGK NY 11 q52 OF DISTURBANCE: AREA PRIOR TO START OF CONSTRUCTION AND 1 ALL_ATER3!NG lh!/` r TESTI"�G EEFCE COVI=,- MAINTAIN THROUGH PROJECT COMPLETION. 5) MAINTAIN STABILIZED CONSTRUCTION ENTRANCE. 1 \ � 15SUE/REVISIONS 6) RETAIN ALL RUNOFF ON 51TE ACCORDING TO LOCAL REGULATION5. 1 Blo-v er door ?) CONTROL DUST FROM CONSTRUCTION ACTIVITIES. 1 andduct�york PERMIT SET 07.08.22 b) CONTRACTOR 15 RESPONSIBLE FOR REGULAR MAINTENANCE AND \ testing required. I INSPECTION OF ALL CONTROL MEASURES TO MAINTAIN PROPER 1PROJECT PERFORMANCE. W \ Must provide Manuals 9) DISPOSE OF ALL SOLID WA5TE AND DEBRIS ACCORDING A5 WELL A5 1 W l D, J and S as per CARLTON RE51 DENCE TOXIC, AND HAZARDOUS WA5TE ACCORDING TO LOCAL REGULATIONS. \\ NYS Energy Code 10) MAINTAIN TEMPORARY FENCING WHERE REQUIRED FOR SAFETY AND 1 I_ 2230 CENTRAL DR11/E DEBRIS CONTROL. \, � S�od�- � Chdrl �'�C,f IGl'1, MATTITUCK NY 11 q52 11) CONTRACTOR TO REPORT ANY MODIFICATIONS DETAILED CONTROL EROSION & SEDIMENT CONTROL DETAILS MEASURES. NOT TO SCALE S�V "A 5 h v�-�, SUPPORT STAKES# V ` (2 PER BAL 1 \ O y _ I !d I I STRAW BALES-INSTALLED SUPPORT O PORT STAKES* ((" • � � 1 ` 2 DI CONTINUOUSLY A"NST { W MAX.SPACM) P DOWNSLOPE SIDE OF 1 �— FILTER FABRIC FENCE 1 ' 1� 1G��� �l %C/ �e / k 1 A 0 V 4 8 RAM: C FILTER FABRIC FENCE / 30 FILL OPT �SAUTILL FVCWCTED _ ��� � I ' SITE PLAN BAIL BINDING 1 ;D EXISTING GROUND N O►T E 5 & D E T I L 5 $USE 2x2"x48`(1MV OR '' t ...,, �W •" .z_. ; EQUIVALENT STEEL(UOR T)STAKES �V�*�w.� � i; SITE PLA SCALE : 1" = 201_011 WIND LOAD PATH CONNECTIONS GENERAL NOTES DESIGN CRITERIA 1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION 5OUARE FOOTAGE: 2217 5F DOCUMENTS 15 RELATED TO BASK DESIGN INTENT AND FRAMING SIMPSON L5TA 20 GAUGE RIDGE STRAP DETAILS. THEY ARE INTENDED A5 A CONSTRUCTION AID, NOT A TYPE OF AT ALL ROOF RAFTERS SUBSTITUTE FOR GENERALLY ACCCEPTED BUILDING PRACTICE AND CONSTRUCTION: SINGLE FAMILY COMPLIANCE WITH CURRENT NEN YORK STATE BUILDING CODES. CONVENTIONAL LIGHT FRAME ICE AND WATER SHIELD UNDERLAYMENT 2. THE CONTRACTOR 15 RESPONSIBLE FOR ENSURING THAT ALL WOOD CONSTRUCTION 24"FROM ROOF EDGE WORK, MATERIAL, AND EQUIPMENT COMPLIES WITH CURRENT 51MP50N H3 HURRICANE AS ALTERNATE FEDERAL, STATE, COUNTY, AND LOCAL CODES, ORDINANCES AND 51MP50N H2 HURICANE CLIP NAILED TO H2 AT INTERIOR DE51GN CRITERIA: FROM RAFTERT05TUDATALLRAI°TERS REGULATIONS INCLUDING BUT NOT LIMITED TO THE NEW YORK NY5 2020 RESIDENTIAL GODS R301.2.1.1 AND UTILIZED METHODS AND PROCEDURES w/5-5d NAILS EACH END PROVIDE bD COMMON NAILS @ 4"O.C. STATE UNIFORM BUILDING CODE AND THE NEW YORK STATE STIPULATED IN CHAPTER 2 ENGINEERED DE51ON AND CHAPTER 3 PRESCRIPTIVE DESIGN IN THE AT EDGE5 OF ALL 5HEATHING ENERGY CONSERVATION CODE. 201 b AMERICAN WOOD COUNCIL (ANC) WOOD FRAME CONSTRUCTION MANUAL (201 b NFGM) 2X6 @ 16"O.G.�iTUDS 3. DESIGNER AND ENGINEERFOR,ARE NOT RESPONSIBLE FO OVERLAP BOX BEAM w/PLYWOOD FOR ONE AND TNO FAMILY DNELLING UNITS AND A5CE 7. 5HEATHING AT TOP& BOTTOM SUPERVISION OR INSPECTION OF TH15 CONSTRUCTION PROJECT. 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED ORANING5 - GROUND SNON LOAD: 20 P5F 1-1/2"WIDE/20 GAUGE METAL STRAP @ 4b"O.G. DO NOT SCALE DRANINGS. ROOF & ATTIC: 20 PSF L.L. METAL STRAP WRAPPED DOUBLE TOP PLATE 5. ALL CONCRETE SHALL BE STONE AGGREGATE KITH A MINIMUM OF 15 P5F D.L. AROUND SILL PLATE 2b DAY STRENGTH OF 3000 PSI. 1-1/2"WIDE 120 GAUGE METAL STRAP @ 48"O.C. b. DO NOT BAGKFILL AGAINST FOUNDATON HALLS UNTILL FLOOR 15T & 2ND LIVING LEVELS: 40 P5F L.L. NAIL SHEATHING TO SILL PLATE 15 P5F D.L. SYSTEM INSTALLATION 15 COMPLETE. NINO SPEED: 135 MPH A5CE-7 MNFR5-METHOD 2 2X6 AGQ TREATED SILL PLATES 7. ALL PENETRATIONS BETNEEN LEVELS SHALL BE FIRE STOPPED. 5E15MI6 DESIGN CATEGORY: B 5/3"X 12"ANCHOR BOLT @ 36"o.c.w/ AIR SEAL ALL EXTERIOR PENETRATIONS. FLASHING TO BE WEATHERING: SEVERE wA51-IER&3X3 BEARING PLATES PROVIDED AT ALL BREAKS IN ROOF LINES, CHIMNEYS, SKYLIGHTS, FROST LINE DEPTH: 36" EXTERIOR DOORS, NINDON5, DECKS, AND NHERE REQUIRED. TERMITE: MODERATE TO HEAVY b. NOTIFY ENGINEER IN WRITING OF ALL CHANGES PRIOR TO AND DECAY: SLIGHT DURING GON5TRUCTION. ICE SHIELD UNDERLAYMENT REQUIRED: YES, VALLEYS & PERIMETER 9. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NAILING SCHEDULE NECESSARY TO PROTECT DESIGNER, ENGINEER, AND ONNER. 10. CARBON MONOXIDE ALARM5 SHALL BE PROVIDED ON EACH LEVEL 201& AMERICAN HOOD COUNCIL (ANC) HOOD FRAME CONSTRUCTION MANUAL (201 b NFGM) AND IN BASEMENT NHEN APPLICABLE. SMOKE DETECTORS ARE SIZED FOR COMMON NAILS REQUIRED IN EACH BEDROOM AND EACH LEVEL OF DNELLING RAFTER/TOP PLATE 5-bd (TOE NAILED) ACCORDING TO NEN YORK STATE BUILDING CODE. CEILING J015T/TOP PLATE 3-bd (TOE NAILED) CEILING J015T/PARALL-EL RAFTER 7-16d (FACE NAILED) CEILING J015T LAPS OVER PARTITION 7-16d (FACED NAILED) WEST COLLAR TIE/RAFTER 2-bd (EA. END 1-1/4" STRAP) BLOCKING/RAFTER 2-bd (TOE NAILED) RIM BOARD/RAFTER 2-16d (END NAILED) TOP TOP PLATE INTERSECTIONS TSECTIONS 4-16d (FACED NAILED) WIND- BORN DEBRIS PROTECTION -PLUMBING RISER DIAGRAM E. 2-16d (FAGE NAILED) PLAN ( DF I I`�J I BUILD STUD/STUD 2-16d (FACE NAILED) NOT TO, SCALE HEADER/HEADER 16d (FACE NAILED) TOP OR BOTTOM PLATE/5TUO 2-16d (END NAILED) DESIGN DR WINGS BOTTOM PLATE/FLOOR J015T 2-16d (FACE NAILED) a"ROOF VENT J015T/SILL, TOP PALT1:: OR GIRDER 4-bd (TOE NAILED) GLAZED OPENINGS TO BE PROTECTED IN ACCORDANCE KITH NEST GREEK BRIDGING/JO15T 2-5d (TOE NAILED) A5TM E19Gb AND A5TEM Elb5b LARGE M15SILE TEST. 3.. BLOCKING/J015T 2-bd (TOE NAILED) STRUCTURAL PANELS TO BE PRE-GUT, LABELED, AND PO BOX 256 BLOCKING/51LL OR TOP PLATE 3-16d (TOE NAILED) MAINTAINED ON SITE. NEkN SUFFOLK, NY 11 q5b LEDGER STRIP/BEAM 3-16d (FACE NAILED) J015T ON LEDGER/BEAM 3-50 (TOE NAILED) 1 1/2" 1 1/2" BAND J015T/JO15T 3-16d (END NAILED) 1 1/2" PANELS SPANS < 4'0 WIDE 1 1/2" 1 1/2" 1 1/2° BAND J015T/51LL OR TOP PLATE 2-16d (TOE NAILED) 3/4" (23/32") APA 48/24 SPAN RATED PLYNOOD SHEATHING TCH.S . LAV. W'C' W'C' LA.(2 ENGINEER `EER PLYNOOD ROOF PECKING bd @ 4" O.G. EDGES, @ b" O.G. FIELD STRIP 5HEATHING bd (ONE/RAFTER) FASTEN STRUCTURAL PANEL TO BUILDING N/#10X3" GALV. OR SHOWER SECOND FLOOR PLYNOOD NALL SHEATHING bd @ 4" O.G. EDGE5, @ b" O.G. FIELD 1 1/2" 1 1/2" 1 1/2° GONDOLA ENGINEERING, P.G. PLYNOOD 5UBFLOOR DECKING 5D @ 6" O.G. EDGE5, @ 12" O.G. FIELD 55 5GREN5 N/ NA5HER5 AT 16 O.G. OVERLAP OPENING 4 3" 3" 2„ 1155 SIGSBEE ROAD 3' 3„ ° ° ° ° - - - - - - - -�r- MATTITUCK, NY 11g52 i I I FRAMING 11/2" I I 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" ISSUE/REVISIONS I I LAV.(2) W.C. 3" W.C. I i 1. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH ° I I ° LAV. WM PERMIT SET 07.08.22 I I SHOWER TUB SHOWER OR TUB FIRST FLOOR STRUCTURAL GRADE #2 OR BETTER. I I 2" 1 1/2" 2. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND L - - - - - - - - - -1 2" a" 3„ 1 1/2" IC.O. FLOOR OPENINGS OR A5 NOTED. ° ° ° ° 3„ 3,. NOT TO SCALE PROJECT 3. DOUBLE FRAMING UNDER POSTS AND PARALLEL PARTITIONS OR A5 TO HOUSE CARLTON RESIDENCE NOTED ON ORANIN65. SANITARY SYSTEM 4. PROVIDE SOLID BLOCKING FOR ALL JOISTS AND FLOOR BEAMS AT PANELS SPANS 4'0 OR HIDER 2230 CENTRAL DRIVE MAXIMUM 5.0 F*r ON CENTER. 3/4" (23/32") APA 4b124 SPAN RATED PLYNOOD SHEATHING N/2X4 5. SUPPORT ALL HEADERS 6.0 FT AND OVER KITH DOUBLE UPRIGHTS. STRONG-BACKS @ 24" O.G. 51ZE TO OVERLAP OPF-NIN65 4" AND M TTITUGK, NY 11 q52 SUPPORT ALL HEADERS 9.0 FT AND OVER KITH TRIPLE UPRIGHTS. FASTEN PLYNOOD TO 2X4 BRACING N/ #10X3" GALV. OR 55 50REN5 ALL HEADERS SHALL BE 51ZED A5 NOTED OR MINIMUM OF 2-2Xb. N/ NA5HER5 AT 12" O.G. FASTEN STRUCTURAL PANEL TO SCAL 6. ALL PENETRATIONS BETNEEN LEVELS 5HALL BE FIRE STOPPED. BUILDING N/ #10X3" GALV. OR 55 5GREN5 N/ NABHER5 AT 16' O.G. AIR SEAL ALL EXTERIOR PENETRATIONS. FLASHING TO BE N.T.S PROVIDED AT ALL BREAKS IN ROOF LINES, CHIMNEYS, SKYLIGHTS, 11 11EXTERIOR DOORS, NINDON5, DECKS, AND NHERE REQUIRED. ° ° I I 1°I I01 1 1 I I 1 1 I I I I 2X4 STIFFENERS 7. NAILING SCHEDULE TO COMPLY NITH N.Y.5. ALL EXTERIOR NAILS 1 1 11 I I DRA NING 1 I II II TO BE GALVANIZED. 1°1 1°1 Icol I01 I01 b. FASTEN ALL FLUSH HOOD CONNECTIONS KITH RATED GALVANIZED I I I I 11 I I I 1 NOTES & DETAILS 1 1 I I 11 ASSEMBLE MULTIPLE SECTIONS METAL CONNECTORS BY SIMPSON OR APPROVED EQUAL. I I I 1 1 9. NAIL PLYNOOD' 5HEATHING KITH bd 4" O.G. AT EDGES AND 6d 101 1°i 1 I I°I I°I N/ 1/4" THICK BOLTS @ 2' O.G. � @ @ 12" O.G. IN FIELD I I 11 1 1 I I 1 1 �;,�y `"'�'•'�i�."". ' r 10. ATTACH ALL ROOF RAFTERS TO PLATE AND STUD KITH GALV. ° I° 1+1 ° ° HURRICANE TYPE CONNECTORS. NOT TO SCALE s: t r 11. MULTIPLE LVL MEMBERS SHALL BE COMBINED A5 PERVilc MANUFACTURES RECOMMENDATIONS. ALL JOISTS, GIRDERS, AND A 0 HEADERS TO HAVE BEARING STIFFENERS A5 PER MANUFACTURER. 43'-10" 8068 3030DH 3030DH O - - NI N 14'-0 1/2" 17'-11 1/2" BATH - 2068 � m BEDROOM #2 `� ryLAUND o mlz = A REG. ROOM m in 3068 O d� O (f) O 9' 20'-T ry N cV 11 Wlfl?� 3'-0 1/2" 20 UP UP m I '-5 3/4" — — I UP 'r BEDROOM #1 GRANGE I I v I I 42' A m m m e— L- - - - - - SECOND FLOOR DECK \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 \ 16168MU 6065 I WEST CKEEK A Icc , o I PLAN DESIGN BUILD \\ DINING ROOM KITCHEN BEDROOM #3 // I \ I loll NC75 EXISTING FIRST- FLOOR PLAN NEST CREEK SCALE : "1 4 = 1 '-0" I �\ �/ � \ � , PO SOX 256 NEV SUE FOLK, NY 11 q56 2668 8068 ` ENGINEER - - - - - - - - - - - - � - - - - - -� CL05ET ' FIREPLACE � I in 11'-2" \ N I CONDOM ENGINEERING P.G. I � 1668 2068 668 I 1155 5165BEE ROAD MATTITUGK, NY 11 q52 BEDROOM #4 / —�— — — 1'-11 1/2" !tl LIWING ROOM 6'-1 1/4" u, 10=113/4" I ISSUE/REVIBIONS / ENTRY n \\ � � 5, \ I PERMIT SET 01.08.22 m 3�6e � o \ I PROJECT 3 6 0 3 0 M U I / \ I GARLTON RE5IDENGE - --- - - - — — — — — — — — — - - - - - - - - - — — — — — — — — — — — — — — — — — — — — —� 2230 CENTRAL DRIVE ROOF LINE EXTERIOR MATTITUGK, NY 11 q52 ENTRY PORCH UP UP 1 /4" = 1 ' 43'-10" DRANING EXISTING FLOOR PANS EXISTING SECOND FLOOR PLAN SCALE : 1/4 = V-011Al a ,ag .P�)J ECT NORTH053 V. f 43'-10" EXISTING FIRST FLOOR I I I I I I I I SLAB AND TILE FLOORING , , 21'IUNDER-5LAl l RAISED FL OR SYSTEM: I TO BE DEMOLISHED I I I I IN5ULATIONI 2X4 PT SLEEPERS ON SLAB 9-1/2" TI/230@1 " O.G. 00RJO15T5 KEY SOIJAR II II i1 �I - E FOOTAG EXCAVATE TO ELEVATION 11 2"MHK. POURED 1 3/4"ADVANT50H 5UBLOOR11 %3 — — — — OF FOUNDATION GdNGRETE SLAM MINERAL WOOLiINSULATION O I — — — — 1132 SF FIRST FLOOR WALL FOOTIN WI#10/#10 WWM, , 108 5 SF SECOND FLOOR EXISTING BLOCK FOUNDATION 2217 SF TOTAL GROSS HABITABLE II II II II comvl 10" DEEP X 16"WIDE THICKENED SLAB — SET ON UNDISTURBED 501E W/(2)#5 I 1 I I � _ _B-EA1zIrtGyvatL— —� �_ .�� CONTINUOUS REBAR(TYP.) I I 1 I — — — — — — — — �IJ °�I 576 SF DECK & PORCHES o II II r-FI- - - - - — — — — — — o NEW POURED CONCRETE FOUNDATION �J LL = -_ _ B- -_ = E7�R11VGWzcLC - - - m — — — �� cv — — — — — — — — — — — — — — — —rl J — — — — — — I I II II I I 1 1 DEMOLISH BLOCK V ALL II II 1 11 , 1 _ —_ - - - - - -- - I— - - - - -J-, BEARINGWALL5 — +- — — — — I T�I I CONTINUE DONN 11 111 I I i1 I 11 rl� - - - - - - - - - J GS 1 1 111 I I 1 1 I 1 1 LL_ _ BE7cR11VGWJ[tC _ _ _ NEW WALL TO SLAB FOOTIN L _ — - - - - - 1I DEMOLISH BLOCK WALL TO 1 1 111 I 111 I I I BELOW NEW GRADE ELEVATION 1 1 I J —� ► 1 1 POINT LOAD II I III II II I II II II II II II II II � II II II II iv 1 I b"X1 b" POURED CONC. FOOTING PIN NEW FOUNDATION 1 I PROVIDE 51MP50N PIN NEW FOUNDATION SET ON UNDI5TURBE:D 501E W/(2)#5 TO EXISTING I I #LU528Z(TYP.) TO EXISTING CONTINUOUS REBAR 43'-10" 71 I � I 2X8 TR.NO. LEDGER BOARD I q 4' HIGH X Y THK. POURED GONG. BOLTED W/ 1/2"LACG5 I I I FOUNDATION WALL W/#5 REBAR @ 32"O.G. 5TA6GERED 2X8 @ 16"O.G. TR.NO. J015T5 @36" O.G. EACH WAY W/36" SPLICE EPOM & COPPER FLASHING 1 I 12" VIA.X Y DEEP W/LIQUID APPLIED DAMPROOFING `(2)2X8 TR.WD.� IRDER d CONCRETE FILLED k WEST I - - -- - - - --- - - - -i 50NO TUBE(TYP.) (2)#5 CONTINUOUS REBAR TOP OF WALL 43' 10" PLAN I DESIGN BUILD CANTILEVERED FLOOR J015T FOR ABOVE KITCHEN AREA(TYP.) 11'-1 1/2" 5-1 1 l4" 13'-1 3/4" 7'LINE OF GANTILE/cRED D E 51 G N D RANI I N G 5 ' KITCHEN AREA ABOVE�r _ _ OUTDOOR E5GAP6049 T ESGA3049 L T A llt� O � Y�l 5T GREEK E50AP6020 T E5GAP3020 T E I 5 X R E5 640 E55PDb0610 O E50AP30610 T i FQ U N DATI 0 N PLAN. � p BOX SCALE : 1/4" = 1 '-0" (2)9 1/2"LVL HDR. LVLH k. '`�HOWER ; I I (2)9-1/2"LVL HDR. I O B(DX 256 III13'91/2 N Elul 5 U F FOLK, NY 11 q56 in to 66"fb"TUB ; ; , = m r-----------I II m L----------J w r BEDROOM #2 �" ; �__ _______ __ I 1 A DEMOLI5H NALL ----- f ---- ----------------------- _ < _ BATH v 111 }� CUES `j I `,' -, W _ _ _ _ ENGIINEER (TILE FLOOR) I I ° SUITE CONDON ENGINEERING P.G. O v (2) -1141'LVL 9-4 11 `��' BEARING WALL ABOVE , Z D FLUSH AM _ X II N m NIA �Fr a - T- - - -I 1I1 " Q X i m o I �- o I �BEARIN WALLABOVE 1755 51G5BEE ROAD 15-8 I � o 0 �•, = o — BEARING WALL W NEW 2X6 EXT. WALL MATTITUGK NY 11 q52 -1 L ---------- -- -------------------J L -------------- ---- -------- ----- c(1 m Ll -------- ---------------- - •----- zo BEARING,^IALL PO TDO t I ---- n----- ------ +N-�,, -- _, --------------- ---f-------- ----- z- BEARING WALL N ry ry �3'x80 3oxe0 - NEW NALL HALL �, (2)2X8 DF HDR. ( 2X8 OF HO ' G G `, in ( ) -1/4" LYL LUSH W/(2) 1/2"X-I" T . FL. = —' 11'-4" = 3'-101/2" ry 15SUE/RE Y 15IONS - ----- ---- ---- `' J ' 8'FIRST FLOOR CEILING5 ;n I II 1„ ,n ------- ----------- -------------------- —- o -------- ----------- ----------------- - ----- -- --------- -►'- -- ~� r -----� PERMIT SET 07.08.22 :d- m � im i i � � WOOD FLOORS � ,� � � m ; ; ; ; ; ; "' "' EXI5TING EXT. NALL 15'-8" w (2)2XB OF HDR. (2)2X8 DF HDR. (TILE FLOOR) p (3)7-1/4 LVL F --+' 32x50 , 32x50 _ _ I 01 NEN OPENINGS) REVISED 10.11.22 B RING VqAt I I V� = w BEDROOM #1 m — P PRO, CT n -� I� , , , BEARINGjnL--/ 111 cp J ,mp N iv i U ' ' BEARING �D 4'_4" 8'-2 1/2"IX POINT LOAD UP WALL ABOVE ►L GARLTON RESIDENCE N N II > 6 MUDROOM/ X W r rii tn (2)1-1/4"LYL ; ; MECH I d LAUNDRY DENOTES J o 3'31/2" �2'1" _ �M r (TILE FLOOR) LL 2230 CENTRAL DRIVE --------- ------------ ---------------------- ----- 1'----- - ------------ UNDER ---------- _ W = E&RE55 WINDOW/DOOR ------JJ---- --- -- -- --v_Rr = yyRS}7ER- -------------- - o -------- ------------ ---------------------- ----- ----- - -------STAIR-STOR�IG�----- --- ---------- - ------- ---------- --- ----- -----�' MATTITUGK, NY 11 q52 (2) 1/2' LVL HDR. 5. (2 h-114" LYL HDR cn E5GAP5426 E5AWN2626 E5AWN3626 t OCT 1 ,8 2822 SCALEI T-6 3/4" 33'-5 5/4" 2'9 1/2.. 43'-10" 1 /411 - )RAINING .. .` FOUNDATION PLAN ` ,.,. ,: ;aG,r•''` FIRST FLOOR PLAN FIRST FLOOR PLANA2 1411 y PROJECT NORTH SCALE : 1/4" = i'-o" _ UP UP 42' 43'-10" 11'-0 13/16" 13'-6 11/16" 15-2 1/2" EXISTING (:A DEK 8'-3 15/161, 6'-93/8" 6'95/161, 5' 11" T-3 1/2" E5GA2636 R E5GAPT836 — -21/16" — — - - _ - - — — — — — - - - - - -- — r - - -- - - - - — - - - - n I (2)1F DR. E -CAP41610 ESCAF41610T E551,0606 OX ; ----- --- E55PD606100X•TT E5GAP30610T ------- r(T>-,. 3-1/2"X 11-7/8" P5L�IDR. 9-1/2" P5L FLUSH HDR. R. 3- /2"X 9-1/2" P5L HDR.II29'-101/2' m r II ---------� W C - - R p z I m L----------I Q C-4 �, I I I = Z II a W v w cl m l� O W DEMOLI5H WALL zo IL - 2X6 @16'O.G. G.J. ry 12ININ6, AREA 00 w I I KITCHEN o o X/ I `n , II d I r R m MASTER n, Q v I NEW 2X6 EXT. WALL I� I I to 23'0 1/2" b' 1 ' BEDROOM m W I 0 I I I 1 I . I -- I NEW WALL EXISTING � 9' CEILING HT. � `�`— — —� REF. '3-2" ' FIREPLACEWOOD FLOORS I I I I --------5'-8 1/2". 7-4 1/2' _ — — — — - - - — s- — IN—�1�T i- - - - - - EXISTING EXT. WALL inin I WALL5 TO BE PULL DOWN ; e ATTIC STAIR . c� WOOD LOOR5 28x80 u, DEMOLISHED I I m . m ; ; _ I (W/ NEW OPENINGS) a-----------t- -� ----------- ---------J Lry----- ---.3'-6 1/2'- -_3'-6 1/2".-- I Ln �,N I _ r-- ---- ----- -- - ------------ ------ --------- ------- -- ----- 3px80 30x80 � I �� 3'9 1/2" —3'A 1/2" LL lu - - I ° WEST jxi � I I-- -- LIVIN ROOMO W - =7,�„— I 2X6 @16'O.G. G_J. I I 1 1 I I I I � I I I I I I I p I 4'-8u I I I ; ° `0 lu RAILING DN iv {1,,ILF-FLOOR) 0 6 ��� I DESIGN l BUILD WALL I WALK-IN I - I I I L _ CLOSET 18'-1 13/16" 13'-1011/16" 14'-51/2" DESIGN DRAlNINGS 2' 4'-4 1/2" 1 1 6'2" I I L(2) - --------- I --- NEtu ST5T CR EEK 3-1/ "X 9-1/2" P5 DR 4"�LHIDIIR (2)9-1 "LVL HDR (2)9-1/2"LVL HD I `i' rr- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ p' --I_ I I EPDM I I PO BOX 256 ELIFD36IO X L ELIFD1810 O E5GA2636 2W E5GAP5936 T I I � I I L E5GAPb1 310 T E5GA30310R I FLAT ROOF X _ - - - - - - - - - - — — ESGA 5230 T— J � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ,. �I '^' G - - -- - - - - - - - - - — - - - - - - - - - - - - Ir- - - - - - - - - - - - - - - - - - - - - - - - - 3-1/2"X9-1/2" P5L FLUSH HDR. @R.R. - - - - - - - - - - - - - - - - - - - -,_7 I`�EN SUFFOLK, NY 11g56 13'-0 1/2" II II ENTRY I I I I � I ENGINEER �H II II II d II ON I I I GONDOLA ENGINEERING, P.G. II 12 1 4 L ° I I 1 "755 SIGSBEE ROAD II � � II I I `' ASPHALT 5HINGLE TYP. X MATTITUGK NY 11g52 14'-9 1/2" 8'-10" 20'-2 1/2" W I I II � It , i I REMOVE HIP END, N REMOVE HIP END t 43' 10" I INFILL W/2X6 GABLE v INFILL W/2X6 GABLE I ' RAFTERS TO MATCH RAFTER5 TO MATCH I I �' " ISSUE/REVISIONS 1-4' II EXISTING EXISTING I PERMIT SET 01.08.22 � II II � II it CV I I ` II � II II PROJECT II— CQND FLOOR PLAN II CARLTON RESIDENGE SCALE : 1 4" _ V-O" ii ASPHALT SHINGLETYP. 2230 CENTRAL DRIVE 12 ~ II II lz 4 w ca, I MATTITUGK, NY 11g52 II � II II N II II II II II II IISCALE II II � I 1 /4 DRANING SECOND FLOOR PLAN ROOF PLAN POOF PLAN I vX SCALE : 1 4" = V-01' cl ' a3 kax, � kn[6a �QFFS i NEW A5PHALT ROOF 5HINGLES EXPANDED 'BUMP-OUT' AT KITCHEN EXISTING DECK HARDIE PLANK HORIZONTAL 510ING 15T FLOOR INFILL BELOW EXISTING 2ND FLOOR CANTILEVER i NEW ENTRY PORCH & 5TAIR5 MUDROOM ENTRY �_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� ESf FLY rz TV T 77 EAST ELEVATIQ SCALE : 1/4" = 1'-0" PLAN I DESIGN BUILD DESIGN DRANINGS NE5T GREEK PO BOX 256 N EN 5 U F FOLK, NY 11 g56 EXPANDED 'BUMP-OUT' AT KITCHEN .ENGINEER NEW ASPHALT - GONDOLA ENGINEERING, P.G. ROOF 5HINGLE5 1755 5�IG5BEE ROAD MATTITUGK, NY 11 q52 EXISTING BRICK CHIMNEY'WRAPPED' W/51DING ISSUE/REVISIONS 11 Hill PERMIT 5ET 07.08.22 EXISTING DECK - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - PROJECT HARDIE PLANK - CARLTON RE5IDENCE HORIZONTAL SIDING 2230 CENTRAL DRIVE MATTITUGK, NY 11g52 1 /4" = 1 ' OUTDOOR SHOWER REAR ENTRY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L�- -� L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- -� DRANING ELEVATIONS NORTH ELEVATION r�zA f ALE : 1 4" = V- " A4 S C / 0 ,� ® s EXISTING BRICK CHIMNEY'WRAPPED' W/SIDING NEW ASPHALT ROOF 5HINGLE5 EXPANDEO 'BUMP-OUT' AT KITCHEN EXISTING DECK HARDIE PLANK HORIZONTAL 510ING 15T FLOOR INFILL BELOW EXI5TING 2ND FLOOR CANTILEVER NEW ENTRY PORCH& 5TAIR5 - L - - L - - - - - - - - - - - - - - - - - - I - - - - - - - - - - WEST ELEVATION. WEST CREEK, SCALE : 1/4" = V-0" PLAN DESIGN I BUILD DESIGN DRANING5 NEST CREEK PO BOX 256 NEN SUFFOLK, NY 111156 NEW A5PHALT ROOF 5HINGLE5 EX15TING BRICK N G I N R GHIMNEY'WRAPPED' W/5101NO CONDON ENGINEERING, P.G. 1155 5165BEE ROAD MATTITUCK, NY 11 q52 HARDIE PLANK ISSUE/REVISIONS HORIZONTAL SIDING EN Fli PERMIT SET 07.08.22 PROJECT C 2' SOUTH EXPANSION ARLTON RESIDENCE ON FIRST FLOOR 2230 CENTRAL DRIVE ELIMINATES EXISTING 1ST FLOOR INFILL BELOW EXISTING OVERHANGING 2ND FLOOR 2ND FLOOR CANTILEVER MATTITUCK, NY 11 q52 NEW ENTRY PORCH & 5TAIR5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 /4" = 1 ' D RADII N G q0UTH ELEVATION * a . ELEVATIONS SCALE : 1/4" = 1'-0" z A5 dal 1- t °�J NEW ASPHALT ROOF SHINGLES VENTED RIDGE GAP (TYP.) TOP RIDGE OVER DECK ARMOR UNDERLAYMENT (4) 1/2" BOLTS 0-9ON EXISTING PLYWOOD AND COLLAR TIE (6) 5IMP50N 5DW5 3" 50REIN5 — 2X6 RAFTERS (T�rP•) TOP RAISED RAFTER R TOP 2ND FLR. PLATE Ln A15ED 2X6 RAFTER TIE EXPAND EXISTING 'BUMP-OUT' AT KITCHEN EXISTING DECK m DINING AREA LIVING ROOM NEW ENTRY PORCH TOP 2ND FLR. WEST ROE long"71"on TOP 15T FLR. PLATE PLAN I DESIGN I BUILD -1/4" _._ -1 DESIGN DRANINGS NEST GREEK RA15ED 9-1/2" TJI FLOOR f O SOX 256 SYSTEM ON 2X4 PT SLEEPERS \Z� NEWT SUI=FOLK, NY 11 q56 FOR MEGHANIGALS BEDROOM #2 BEDROOM #1 TOP FOUNDATION e , - - - - - - - - - - - - - ENGINEER 2" THK. POURED CONCRETE — — — — — — — — — — — : TOP RAISED FLOOR ONDON ENGINEERIN P.G. WWMc EE , I 3 D P , ! I ! 4 I I I TE FfLt..EID _ : n GR I _ IOVER ! i S$EE ROAD m ATI N , INSUL O 2 I I I i 11 I -: ! I I ! ! I : ! ! I � 1 -: I -! _ t Te --- - G----i I -�-!- -�-- � I. I i ; I _. 50N�B ' T`1'P. t ! i I�II 1I I � - - - -- -- -- -- -- -- -- - MATTIT UGK, NY11g32- -1 5EE PUNSF R !DEMOLISH X15TIN ;..i_... FOOTING DEVILS - i �:...... ; , I!: !1! .. ! .. j! -- 4HIGH X STHK. POURED GONG. ....... .._ ..............BLOCK FOUNDATION NALL: _._.......... ............_ --_..................._...__ RED GONG. FOO 11NG PERMIT TSE T 07.08.22FOUNDATION WALL W/ #5 REBAR_._EXIST. NG BLOCK FOUNDATION O BELOW NEkN G. ADE t NOTCH� FOROWERWINDOW ! @ 6 . EA HWAYW/36 SPLICE 1SET � UNSTLBED�SOIL W;......... ! W/ LIQUID APPLIED DAMPROOFINGAND DODRYAYS T A PRO_.._... I ............... - .. _ I I I : , I. .... :-.. .... i i ! I : I I ...., i............. ! ... .........: : . i CONTINUOUS REBARi ---------------- : I TOP OF WALL 2230 CENTRAL DRIVE 2-1/4„ WIDE X 9-1/8 HIGH LEDGE AT INSIDE MATTITUGK, NY 11g52 TOP OF FOUNDATION STEM WALL SCALE 5/8" X 12" ANCHOR BOLTS @ 25" O.G. AT S' END ZONES AND 30" O.G. AT INTERIOR ZONES W/ 3X3X3/16" DRANING METAL WASHER - SECTION 12" FROM EACH CORNER Vii:j XiA6 13 IDING SECTION A r: y SCALE 3 8 = 1 -0