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41080-Z
�o��g0FFOL K Town of Southold 7/25/2022 P.O.Box 1179 C* m 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43284 Date: 7/25/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2350 Deep Hole Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-4-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/9/2016 pursuant to which Building Permit No. 41080 dated 10/14/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including covered entry, deck, second floor balcony and attached garage,to existing single family dwelling as applied for. The certificate is issued to Estrada,John&Kori of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0019 5/2/2022 ELECTRICAL CERTIFICATE NO. 41080 4/11/2018 PLUMBERS CERTIFICATION DATED 4/12/2018 Mai ck PluAbing orizeal Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy. . SOUTHOLD, NY �Ipl,� dao 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#: 41080 Date: 10/14/2016 Permission is hereby granted to: Estrada, John 82 Beaver St Apt 305 New York, NY 10005 To: construct additions and alterations (substantial improvement) to existing single-family dwelling as applied for with flood permit per SCHD, DEC and Trustee approvals. At premises located at: 2350 Deep Hole Dr SCTM # 473889 Sec/Block/Lot# 123.4-7 Pursuant to application dated 9/9/2016 and approved by the Building Inspector. To expire on 4/15/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,488.00 Flood Pennit $100.00 CO -ADDITION TO DWELLING $50.00 Total: $1,638.00 �Bui�Idilnspector i 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, I 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- $100.00 3. Copy ofCertificate.of.Occupancy.-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. IVY Q)20)(V New Construction: X Old or Pre-existing Building: (check one) Location of Property: 29re e �,�E/p�y O&F MIV25 FYI/r-0 CA - House No. Street Hamlet Owner or Owners of Property: TOy/V AA22 &pZ/ A f J-/Lq11�7,q Suffolk County Tax Map No 1000, Section /�.� Block Lot Subdivision N� Filed Map. Lot: Permit No. ko _Date of Permit. Q&2k6/6 Applicant: OV/L',l/,��� ,(j �/fly ('k Health Dept.Approval: /*AZZ4 Underwriters Approval: .,V44 Planning Board Approval: Y✓/i4 Request for: Temporary Certificate Final Certificate: )C (check one) Fee Submitted: $ Applicant Signature �o'tpF SO!/T�,Q! Town Hall Annex Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 �� roger.rich ert(-town.Southold.ny.us Southold,NY 11971-0959 Q oum,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Estrada Address: 2350 Deep Hole Drive city:Mattituck st: New York zip: 11952 Building Permit#: 41080 Section: 123 Block: 4 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Modern Electric East License No: 4253-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 32 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 46 CO Detectors Sub Panel 100A A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30A Emergency FixtureTime Clocks Disconnect Switches 54 Twist Lock Exit Fixtures TVSS Other Equipment: 47 Surface Mount Light Fixtures, 2- Bath Fans, 2- Radiant Floor Heat (Bathrooms). 9 ARC Fault Circuit Breakers. Notes: Inspector Signature: - - Date: April 11, 2018 0-Cert Electrical Compliance Form.xls Tcleph on c(631)' :802 2Y r�i.�11 Tri{ 7`J. P.O.Box 1179: Southold,NY:119,71-0959 B=ING DEPAR` M7M TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No, ®�(� Owner; !O N N f'ldQ.liQ1m& . (Please print) PlumbeJAdL Ch, 61\ (Please print) I certify that the solder used,in the water supply system contains less than2/10 11% lead, (Plumbers ign Sworn to before me this day of e 20 CHELSEA L. CHALONE Notary Public, State of New York Reg' tratic�n#01 CN'6287106 „ Cualified'in Uffolk Count . ommiasion Expires Aug.8 20 ZL L� Notary Public, County.. D MAY - 32018 FJi TOWN OF soumOLD Of SOUjy� cOUM`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [%/FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: FOD41 "'. ©IN r-o✓yvl-rle, No& I "D Pkz� PSL R(�CeA r DATE INSPECTOR u - L O OF S0(/Tyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] OUNDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] riCAL (FINAL) REMARKS: nn DATE 1 INSPECTOR WOO2,15000hDPMf �e- �r BOE SO(/T o�'Y�OUNi'I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPEC ION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 6voLP66xt, d4 / ?f�"26 ` 066 L-,- ov--/- " IL DATE INSPECTOR 00 g SO(/Tyo N o cOUM'I,Nc`� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [WNSULATION [ ] FRAMING / STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY _ [ ] RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN ) REMARKS: i d K,-- o V' / DATE INSPECTOR OF SO(/T�olo �OulamrN TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: M /wo:� � DATE < < `� INSPECTOR Ltlow qf SO i!S_ coulm, TOWN OF-SOUTHOLD BUILDING DEPT. ' 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLEIG. FOUNDATION 2ND [,;OeIPULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: 0L.I. a A* 147T cTosle C��, z-� pim, 40tvvl -�rAj� DATE INSPECTOR lqF SOUlyo6 TOWN OF SOUTHOLD BUILDING DEPT. : 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL go [ ] FIREPLACE & CHIMNEY '[ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: vpe&lf t�Jcz 00 DATE l Y INSPECTOR Gl/Uf/ZQ10 4b:dtt hAX- LEI QQI(()lj J.P.HUNTER ENTERPRISES,INC. HUNTER ITS TION ra ERTNTER HA OO D FLOORING 675 Elton Street, Riverhe4 NY 11901 (631)2934120 fax(631) 283-4163 May 23, 2®17 RE; Estrada Residence 2350 beep Nole Rd Mattituck, NY To Whom It May Concern, The abovernentioned property was insulated as follows; +/- 6" BAYSEAL CC X FOAM Newcrawl space ceiling (R-41) 3" BAYSEAL CC X FOAM 2 x 4. exterior galls (R-23) +/-5 Ya" SAYSEAL CO FOAM exterior walls (R_21) 6„ BAYSEAL CC X FOAM roof line (R-41) 3 Yg"fiberglass bathrooms 9"fiberglass between floors Foam windows and doors Fire caulk to code Insulate garage cellinR with 9"° R-30 kraft faced fiberglass insulation Insulate 2 x 6 garage wall with 5 %" R-21 kraft faced fiberglass insulation, If you have any questions please da not hesitate to contact rne. Sincerely, Kenneth Brauner D a MAY - 3 2018 TOWN OF SOUTH®LD �: ►.i .gyp'.: r .�•;.�i � i_ � _fii /. .\. 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"rk:. ` '`_r.:��R+� •!` ry y,t �{ � S' ' ',' ? h ,k{7Tl�.U�'i«*` -zra v 1 - :. r� �... �..',�'.•.`5'iJ,f ��N.` y R F. f 1, ,L� � �n� �': ��._ I�1 ! �. .31. n �� _ .. ,• may+. < 'r t eli�' �,. r� .:�', LL f/1 '. gam.•-�'�. v'�"'i�'� �N �r s a r C rf •+ { t i �K.s- *'' a,v� t.skv- "Q �.'.�:.rJ, -� /�t�,. e ti� i4 . r!�',".� 'h[t�j+`.•yy�t.' t _'C _ , ?•"S � {"i � ��-'`J!`'ar��'i � ir�.'X?' f .,,y k.v�� 11 r,�{ _ t�►• ,!` Y � v�' �`e�.'v'y-• � t t ��:' 'A { �.? � � �.a• Y. .�; '1' N Y.�J :F :��; " +� �n ?•�' fir: ���. /-_ i ,. t 1. j - r j �. �uf �= 'y' r r/ J�y'� ' `t n• i ,t _••__ - �r 1 ' ¢ .p /�.� a ',�u Y 1 i �'!,' .. ��-� - ``mss• a., ,..-.ter;-' ._ ��• a t r ' 'Lj'S:EYLPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 F6deral Emggency Management Agency Expiration Date: November 30, 2018 Natio(fal-Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2) insurance agent/company,and(3) building owner. SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owners Name L Policy Number: a r 7�r5 o(,p 4 A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. City L State / ) (� ZIP Code T i �_CA de, lac A3. Property Description (Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.) � `` 99 /vo, 'Doo A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) /2eSi�Q„�"ia A5. Latitude/Longitude: Lat. yD°s'�j� IL/,Z�/J Long. 7e3,J r3�.y -)Horizontal Datum: ❑ NAD 1927 DKNAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) Z�7 5-5 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b Z6 O'D sq in (s'yvw,,rf ✓z"/I MojtI5 /syo.S7/o d) Engineered flood openings? [ Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage 6 Z- sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b Q sq in d) Engineered flood openings? ❑ Yes [�No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State 10-WAd� S��-h,ol 360013 �L.. � �)&d V�r/- B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 3(�lo3co�-I Z / 5e 1. zS, Zvo X B10. Indicate the source of the Base Flood Elevation (BFE)data or base flood depth entered in Item 139: ❑ FIS Profile [FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 LAJ rvf NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area(OPA)? ❑ Yes 5?No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 JW�- M OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including'Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: �-3 SO dee je City State ZIP Code Company NAIC Number SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: UN Construction Drawings* E] Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/A0. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: GPS Vertical Datum: A)4LID, /egg Indicate elevation datum used for the elevations in items a)through h) below. ❑ NGVD 1929 06AVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace, or enclosure floor) H Wr feet ❑ meters b) Top of the next higher floor g `~ feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑ feet ❑ meters d) Attached garage(top of slab) O [,V feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building S [d feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building (LAG) �. feet ❑ meters g) Highest adjacent(finished)grade next to building (HAG) �. [S� feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including Ll 6 feet ❑ meters structural support SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ^Yes ❑No ❑Check here if attachments. Certifi 's Name License Number ge Title I3 (/ 41 Q� 4 Gy sld �VT✓Qi 1 C� 'r ''\ �v .P � Company Name p �sgyr caries"„ iJ,i L •,� S��✓� �/ P. AddressHe�tiTe 6 o. City State ZIP Code lel a r F ,f or /19 S� Signature Date Telephone -7 z�_ -2,090 Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and (3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) 4oc,�- .S be,/- ci,4de vnfv- fit- ���S�% ! F/oar W.,cE G/C,wf'sP4c� tPo� lzJu f/a..s r� �Q w.uJ-, f'1.e- s'uw�e. �_ n�� l t �fvo� ,a��i G/'4 & bbrf i.. d"h.L �GloQr�i�-, 1 c.r`c fi� vv►a�c.�, �Z.� 3:k1'z �!� t r �l�,i a..•� G/�..�,,/ �SCZ Pi�L✓47/O.n S. �� tSTFn4 Poad v"t.,lS t I! b2, FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 � a FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) t �K -k bothw1fl. ---------------------------------- 'FOUNDATION (2ND) la �' LV i 0 f't, vrev ° tX�r�i l : ✓AYni ROUGH FRAMING& PLUMBING 'o flr✓ V IYPd � � ,,,,j INSULATION PER N.Y-. STATE ENERGY CODE RAI' �iw v✓� vv� ,- h o FINAL, 11 l r l Ir w�l/ mil k' S aMat.,101ft - ADDITIONkI COMMENTS m - a r - , - 5 � H C 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 SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. �^ Trustees C.O.Application —_ j��1 d r 20& Flood Permit Examined r Single&Separate Storm-Water Assessment Form Contact: Approved .20 J Mail to: y/_hoe1 Z//w cly Disapproved a/c, �6.��ffl4'y .VUWOLD Vy 1ZQ7/ Phone: -176 65� &t-4-7 Expiration_ 20 �� _ �, _ DICATION�FOR BUILDING PERI%HT Date 7��d ,20 BUM DING IDEM INSTRUCTIONS TOWN OF S+DUMOLD a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter;a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder &ZN7' Name of owner of premises 5-t'a1.1"Al 9621) (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. yrley Plumbers License No. � Electricians License No. rf � Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 103 -Block-4 Lot 7 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 �`a'+�,c,� ,gZ b. Intended use and occupancy / f/pE�V?-//,�c 3. Nature of work(check which applicable):New Building Addition Alteration k Repair Removal Demolition X Other Work_p25C'k 4g/ _ goeZ (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Q.11Number of dwelling units on each floor dwz-4) If garage, number of cars 6. If busiriess;commercial or Waxed occupancy,specify nature and extent of each type of use. 7. Dimensions,of existing structures,if any:Front 2 7, �y Rear 44,4 Depth_. f4 Height ' /.S Number of Stories Dimensions of same structure with alterations or additions: Front r-1 '2.�': � Rear' Depth ? 7 Height ff6 Numb.6('b Sior#est . ,z r - 8. Dimensions of entire new construction:Front Al Rear oZ D.epth Height Number of Stories 7w'o z) 9. Size of lot:Front //`r Rear Z4 Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated .-4 V 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO k 13.Will lot be re-graded?YES_NO_Will excess fill be removed from premises?YES_NO 7bArN#'ev'I 'oZ''e6.Q Y131t r/7r, T l,�T. 3oS 14.Names of Owner of premises h'J�rMD P Address yYNY /0005' Phone No.?/'l Apl-)49� Name of Architect �Y '/o t.5 WcS�ixEcTU,a Address b c r' Phone N0-&-74v-, 96Z Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES X NO *IF YES,SOUTITOLD TOWN TRUSTEES&D.E.C.PERNHTS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES X 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 X NO *IF YES,PROVIDE A COPY. SU1U,�E,//�� STATE OF NEW YORK) SS: COUNTY OF /`2/CNAW-2 1t_ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)I-le is the 14 6&C/V ' (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. TRACEY L.DWYER Sworn to before me this NOTARY PUBLIC,STATE OF NEW YORK day of '-G F Et7 N,SUFFOLKaCOUNTY COMMISSION EXPIRES JUNE30,2!L,?- 1 Notary.Public Q S�ignaturc ofAppplicant d, 14 I 1 yvf y{f I jJi�� ��•�.iP il'�,rAv a _ e fiV Or i•:.' _ ,riir'i iS,w _ �eo'r"'i _ 1qi•.�•i� =t •� / ,` /P t .J. 11 rf) !. '� - jSf t fl t ..;.^ 1{ 11 s _-'!et { r•vv ` f •�`',,r-�,,� ' of •. ,:mac L f 1. ..+.,,, '%'�� �,sa,r=,r V o �•`� J_e{�,. �tt4 �bX�1�4� 3Lll',flt_ 'fl4'doh�� 4 ?. ��v �P ' ��.rs. � �.Q+G��i9p '��r, -.•' ter j BOARD�OF-SOUTHOL.D TOWN'TftUS�EES; , „ f`�''• -SOUTHOL='D;.;NEW:,YORK.=.;, 101•, . ` PER VIIT NO'.8774 DATE: APRIL 20,.2'016 f "11 ISSUED TO: JOHN&KORI.ESTRADA PROPERTYAIDDK'ESS:-�235.0 DEEPMOLE DRIVE,MATTITUCK � �•� - \fit J; J, SCTM#1000=1234-7 AUTHORIZATIOM. Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 3 accordance with the Resolution,of the Board,of Trustees adopted at the.meeting held onApril20,2016,and in t. s consideration of appli,c'ation fee in the sum;of$250 00 paid`by John&Kori-Estrada and subject to the Terms • �.: and Conditions as stated in the Resolution,the Southold Town.Board of Trustees'authorizes and'permits the following: r :... " � s"I ' "Wetlan°d"Per'mif'to�demolisli'southeast4section�of�existing�one=story•dwelling;>reno�ate�remaining � Ir/y�',.,�7F 1.. ,972sq'.ft:of existing dwelling'by installing,new window,doors,and roof;;coristruct-4-2';310`sq':ft.two- story addition:to easterly side; existing k1sq:ft.seaward side deck to remain;.construct a 605sq.ft. ' t seaward.deck,withstairs;to. rade•:;constructa 451s ft:in- .round,swimmin �J g > q: g g;poo1 and,hotjtub; and ; install pool enclosure fencing;with the condition to delineate the landwardredgevf,the:non7..disturbance buffer area°by installing aline,of 50 pound boulders placed every:five feet with not less than 4"of each q• 'e,;ll{ boulder to-be aboye,grade.along the landward,edge;of'the;20'wide Non-bist'urbance.,buffer,that is to-be established ands subsequently maintained along the,landward edge of the"tidal wetlands, within the.side yard wetland area the existing drain B to lie removed,.filled mand capped;`esfablish and-subsequently t a maintain a 15';wide non turf'area around'the side yard'wetland`area,'if non=ttirfrbuffer.area, disturbed .,r during:construction;;revegetate with='fescue;'the outer portion"'of the 1'S'`wide non turf buffer area in the - side yard wetland,area'above the 2.5'elevation is to be vegetated with`,bayberry'and'Lorrblueberry,bushes; and a one-year-plant survivability inspection'to be performed in 2017 forthe vegetation around the side yard wetland:area; and,a&depicted,'on tthe surveytprepared',by Nathan, last dated April 8; �20+16,;and„stamp'ed"approved:on`May 17;2016. , I IN WITNESS WHEREOF,the said Board of Trustees hereb cause.s.its,Corporate Seal.to be affixed, �y and these presents to be subscribed by a majority of the said Board 'sof this date. :r +,, � a��Y"d� ', '*CY•f ' 1 �• �. 1,�:��i'�'"� �Ifo �� �• � ..,� , �,� . ,� �,, ,_: ®� f- F �-s�9 ""'�,'6'1�3iS1r.�i�'rx�03�ffia�ii'�dL. ,•. 3�iz' 4i%B�+Si�itiist,• — 1�Y�zw.�i�9�:Sa ����;1�� ^;sT�? Frc�.�'.IY�tit�.Fi,`�.'�S:u�' i�ee2' �� '=�'" ;YDS d, + .. yd l.. a •' ' •• ted J Illr{�•,- •tel a. �. _ � - �' _taria4.:.e;. Q• ar•:s - e4JQ 1.14i' - e✓J, Z let .n. a,dl+, 1.7:Y •tet I 1�.. ,lpJ ��`••=f. _ - 'a. .a.t a.!h•-_•.x+`� 't<_� .l•• '�.`�.,a-:�°.. _� t.:r;d{ZNyn.t _ •E.,�r�A.1.�:�'_ Glenn Goldsmith,President Sol/ Town Hall Annex 54375 Route 25 A.Nicholas Krupshi,Vice President P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 ethp s Fax(631) 765-6641 E JUL 18 2097 BUILDING DEPT BOARD OF TOWN TRUSTEES Toippni nP,,;nuTH01-0 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 4 1935C Date: July 6, 2022 THIS CERTIFIES that the demolition of the southeast section of existing one-storydweffinp-.,renovate Lermi�in _1272sq.ft. of existing dwelling by installing new window,doors,and roof,construct a2,310sq.ft.two-story addition to easterly side: existing 52 1 sq.ft.seaward side deck to remain,construct a 605sq.ft.seaward deck with stairs to grade:construct a45Isq.ft. in-ground swinuning pool and hot tub;and install pool enclosure fencing-,with the condition to delineate the landward edge or the non-disturbance buffer area by installinp,a line of 50 pound boulders placed every five feet with not less than 4"of each boulder to be above grade along the landward edge of the 20' wide Non-Disturbance buffer that is to be established and subsequently maintained along the landward edge of the tidal wetlands,within the side yard wetland area the existing drain is to be removed, filled in and capped;establish and subsequently maintain a 15'wide non-turf area around the side yard wetland area;if non-turf buffer area is disturbed d1iring construction,revegetate with fescue,the outer portion of the 15' Wide non-turf buffer area in the side yard wetland area above the 2.5' elevation is to be vegetated with bayberry and/or blueberry bushes;and a one- year plant survivability inspection to be performed in 2017 for the vegetation around the side yard wetland area, At 2350 Deep Hole Drive, Mattituck Suffolk,County Tax Map 41000-123-4-7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated Januga 13,2016 pursuant to which Trustees Wetland Permit 48774 Dated April 20,2016,was issued and conforms to ail] the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of the southeast section of existing one-story dwelling; renovate remaining 1,972sq.ft.of existing dwelling by installing new window,doors, and roof,construct a 23 1 Osq.ft.two-story addition to easterly side,existing 521 sq.ft.seaward side deck to remain,construct a 605sq.ft. seaward deck with stairs to grade-,construct a 45 Isq.11. in-ground swimming pool and hot tub;and install pool enclosure fencing;with the condition to delineate the landward edge of the non-disturbance buffer area by installing aline of 50 pound.boulders placed every five feet with not less than 4" of each boulder to be above grade along,the landward edge of the 20' wide Non-Disturbance buffer that is to be established and subsequently maintained along the landward edge of the tidal-wetlands-,within the side yard wetland area the existing drain is to be removed,filled in and capped-,establish and subsequently maintain a 15' wide non-turf area around the side yard wetland area-, i non-turf buffer area is disturbed during construction,revegetate with fescue:the outer portion of the 15' wide non- turf buffer area in the side yard wetland area above the 2.5' elevation is to be vegetated with bayberry and/or blueberry bushes-,and a one-year plant survivability inspection to be performed in 2017 for the vegetation around the side yard wetland area. The certificate is issiied to John&Kori Estrada owner of the aforesaid property. - d t o NEW YORK STATE, DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-00606 PERMIT Under the Environmental Conservation Law ECL _ Permittee and Facility Information Permit issued To: Facility: JOHN ESTRADA ESTRADA PROPERTY 82 BEAVER ST 2350 DEEP HOLE DRISCTM# 1000-123-4-7 NEW YORK,NY 10005 MAT'1'ITUCK, NY 11952 Facility Application Contact: MICHAEL A KIMACK PO BOX 1 Q47 SOUTHOLD, NY 11971-1047 (516) 658-6807 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Mattituck Facility Principal Reference Point: NYTM-E: 709.554 NYTM-N: 4540.338 Latitude: 40'59'14.3" Longitude: 72°30'32.1" Project Location: 2350 Deep Hole Drive - Watercourse - Deep Hole Creek Authorized Activity: Construct a second story addition, porch and steps to existing single family dwelling, construct deck and pool, install pool fence, abandon existing septic system and install new septic system. Cap a PVC pipe and remove drain, install plantings and place boulders along the landward side of the buffer. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 7/19/16. (CKW) Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-473.8-OQ606/00005 New Permit Effective Date: 7/19/2016 Expiration Date: 7/19/2021 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: ROGER EVANS, Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Broo , NY 117 -3409 Authorized Signature: Date 7/Z 5 /� Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID .1-4738-00606 Distribution List MICHAEL A KIMACK Habitat - TW CLAIRE K WERNER 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 frilly 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 1-4738-00606 . 4. 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 20 linear feet landward of the tidal wetland boundary. 9. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater - - -than.-25 feet.seaward-of the approved�-stfa—Wre is prohibited. - 10. 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. 11. Runoff Directed to Upland Drywells Roof linear feet landward of the tidal wetland boundary for oimmediate on-site ff shall be drecharge ells a minimum of 75 12. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minirnum of 75 linear feet landward of the tidal wetland boundary. 13. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 14. Driveway/Parldng Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. Is. 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. 16. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 17. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant (or similar Department-approved language) to-the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Regional Habitat - TW NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook, NY 11790 -3409 Attn: Compliance Page 3 of 6 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION %-Uw Facility DEC ID 1-4738-00606 _ ` 1S. 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. 19. 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. 20. 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. 21. 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. 22. 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 M.A. Kimack last revised 7/15/16 (Sheet 1 of 2); septic tank, leaching pool cross sections and other plan details prepared by Nathan Taft Corwin III, last revised 2/13/16 (Sheet 2 of 2), both stamped NYSDEC approved on 7/19/16 . 23. 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. Page 4 of 6 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'WA301 Facility DEC ID 1-4738-00606 �TGENERAL 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 Tepr•esentative 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). -TlTe--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 snaps, 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 andDeterminations 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. 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, NYl 1790 -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; Q. 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; Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION �� Facility DEC ID 1-4738-00606 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. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits,'actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming.the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the-permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands-or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the Permit. Page 6 of 6 Suffolk County Departmenrof Health Services Office of Wastewater Management 360 Yaphank Ave ue,Suite 2C Yaphank,New York 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov CERTIFICATION OF SEWAGE DISPOSAL SYSTEM ABANDONMENT Health Department Reference Number: R10-16-0019 Suffolk Tax Map#:Dist: Sect(s) Blk(s) Lots) Project Name or Address: 2350 DEEP HOLE RD MATTITUCK, NY Subdivision Name&Lot# Applicant Name:ESTRADA I HEREBY CERTIFY THAT: I. 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 fFirst tank/pool 6 feet diameter4 feet deep ( )precast (./)block ( )other First overflow pool 6 feet diameter4 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:COASTLINE Address:CUTCHOGUE,NY Consumer Affairs License Number: Contractor Signature: Date4/5/18 Print Name/CompanyHN CTE 4- PECONIC BAY MATERIALS Phone 631-298-0900 Address:260 COX NECK ROAD MATTITUCK, NY 11952 Consumer Affairs License Number: 42341-H (I This certification shall not be used in lieu of inspections required by onnel of the Departme and may be duplicated on company letterhead,provided it contai a alb%e inf rm tion. ' � r�18 -- PHOTOCOPIES OF DOCUMENTS WILL NOT BE ACCEPTED TOWNOESOUTO.LD 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 HealthWWM@saffolkcountyny.gov CERTIFICATION OF SEWAGE DISPOSAL, SYSTEM BY INSTALLER 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 information below. Health Department Reference Number: R10-16-0019 Suffolk Tax Map#:Dist: Sect(s) Blk(p):, Lot(s) Project Name or Address: 2350 DEEP HOLE RD MATTITUQI;57 Subdivision Name&Lot# "A Applicant's Name.ESTRADA Date of System Installation: 1�212,0 Description of System Instal Septic Tank Volume gallon;• ` Shape: [I Rec -. „ •. _. ,:•z. _ Top: Name of Precast M Leaching Pools Number of Pools Diameter and Effective Top: [] Slab >°t ' Name of Precast Manufack -... .,f Other: Sketch below the measurements from b 'll"' 'ao the access covers of disposal system,or attach a separate sketch prepared by instars VU AF (D 2 C) 38 � � o 1 hereby certify that the subsurface sewage disposal system,described herein,has been installed by me in accordance with the approved plans and standards f ter lk County Department of Health Services;and is operational. Signature: Date Installer's4/5/18 Installer's Name: John Conte CompanyName:Peconic Bay Materials Phon 1nw(� Company Address: 260 Cox Neck Road Matiituck NY 11952 DD Consumer Affairs Liquid Waste License Number: 42405-LW M AY - 3 2018 PHOTOCOPIES OF DOCUMENTS WILL NOT BE.ACCEPTED WWM-078 (02/12) } TOWN OF SOtT HOLD ,c •r APPLICATION # ' PAGE I of a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1• GENERAL PROYISiONS(APPLICANT to read and sign): 1. No work, may start until a permit is issued. 2. The permit may be revoked if any false statements are made bcrcin. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six montbs of issuance. b. Applicant is hereby informed that other permits may be required to fuSi-rU local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE, TO THE BEST OF MY KNONVLEDGE, TRUE AND ACCURATE. (APPLICANTS S2—f`ATURE) DATE SEM. ON Z: PROPOSED DE LOPMENT (Tb be completed by APPLICAN1l NAME ADDRESS TELEPHONE APPLICANT /► /�/�� p/� /� 7 S/6 b5'- 6P07 BUILDER ENGINEER moss`cT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, Iot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. To N-446, jy) i 0a v� u, FDP(93) APPLICATION" PAGE 2 OF 4 ---- DESCRIPTION OF WORK (Check ail appUc.ablc boxes): A. STRUCTURAL DEVELOPMENT ACTIyTTI' STRUCTURE TYPE IbI New Structure O Residential (1-4 Family) Od Addition ❑ Residcn(ial (More than 4 Family) ❑ ARcration ❑ Non-residcabal (Floodproofmg? ❑ Yes) ❑ Relocation O Combined Use (Residential & Commercial) ❑ DemdU600 F ❑ Manufactured (Mobile) Home (lo Manu- 0 Replacemen( factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT 5 B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Excep( for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements.(Including Culvert Work) ❑ Road, Street or Bdgc Construction ❑ Subdivision (New or Expansion) g1ridividual Water or'Sc sr Systcat O Other (Please SpeciTy)�. After completing SECTION 2, AYPUCANT should submit form to Local Administrator for review. SECTION 3 FIAQDPLAIN DETERMINATION fTo be completed by LOCAL ADh1ITdISTRATOR) The proposed development is located on FTRM. Panel No. Dated The Proposed Development: Special Flood Hazard Area (NoLify the [J Is review is complete located Band NO FLOODPLAIN DEVELOPMENT PE cant that the applicatiOu reRMIT IS REQUIRED) u ❑ Is located in a Special Flood Hazard Arca. FIRM zone designation is Z42— x/.� - 100-Year flood elevation at the site is: '� —Ft. NGVD (MSL) O Unavailable The proposed development is located in a floodway. FBFM Panel No. Dated ❑ Sec Section 4 for additional instructions. SIGNED APPLICATION PAGE 3 OF a SECTION 4• ADDITIONAL INFORMATION REOUIREQ(To he completed by LOCAL ADMINISTRATORI The applicant trust submit the documents chccked below before the appLication can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposcd development. ❑ Development plans, drawn to scale, and specifications,including wbere applicable:details for anchoring structures, proposed clevation of lowest floor (including basement), types of water resistan( materials used below the first floor, details of floodprooFing of utilities located below Che first floor grid details of enclosures below the first floor. Als o ❑Subdivision or ocher development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevations if they are not othcrwisc available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new Fill elevation Ft. NGVD (MSL). ❑ Floodproofing protection level (non-residential only) FC NGVD (MSL). For Cr �- floodpr.oofed structures, applicant must attach certification from registered engineer or architect. �' . ❑ Certification from a registered cn&cer that the proposed activity in a regulatory Iloodway will no( result in any increase in the height of (be 100-year flood. A copy of ali data and calculations supporting�t:His Fwding must also be submitted. ❑ Other: SECTION 5 PERMIT DETERMINATION CIT be comQlctcd b� Y LOCAL ADMiNISTRATORI I have determined that the proposed activity. A- ❑ Is B. O Is not in coaformauce with provisions of Local Law # . 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is chccked, the Local Administrator may issue a Development Permit upon payment of designated fcc. If BQX_ B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. APPLICATION a PAGE 4 OF 4 APPEALS. Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Cooditioru SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICAM' before Certificate of Compliance is issued The following informatio❑ must be provided for project structures- This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. I. Actual (As-Built) Elevation of the top of the,lowest floor, including basement (in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL)- -, � NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. ,¢rig SECTION 7- COMPLIANCE ACTION (To be comnie(ed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR wiU complete this section as applicable based on inspection of the project to ensure compliance with the communitys local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES O NO DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? O YES 0 NO SECTION $• CERTIFICATE OI' CQMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (0"'NER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE &- Zz7ac,14 AIX ZZ.Of z OWNERS NAME AND ADDRESS: CHECK ONE: Z24W �2& �1'�"/ P-,V I9 NEW BUILDING V25v- P,7 . A-r F Sr ❑ EXISTING BUILDING YAlY , o G S o VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMEN'T'S OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19-, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C(93) FQ4tro BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD *0 ' Town Hall Annex-54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 roger.richert(a-)town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: t v`-tc--- o Date: Company Name: I(`S1 p Leh( e c—r,2i c =A-s; c Name: W o W s K't License No.: email: ;2�T 29 ® o , ear►-� Address: "P 0. Igox 3�1 4-r T1 r CK Phone No.: JOB SITE INFORMATION: (Ail Information Required) Name: s i 2AV R Address: g� 1 e1`7 R-I v C-- 17U-T 7f 7L,-CfC Cross Street: '}A.cz�„� S"--r oL{, v Phone No.: 1-- 9 8-—s3 I Bldg.Permit#: 14103?p E, `it 1091 email: Tax Map.District: 1000 Section: Block: Lot: BRi`IEF�DESCRIPTION OF WORK(Please '�n`t Clearly) W C 2(•r`SAIA Alt7 JW (Yr�dl�t ��t o Circle All That Apply:. Is job ready for inspection?: YES/ NO Rough In Final Do you need a Temp Certificate?: YES issued On Temp Information: (Ail information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service-Fire Reconnect- Flood Reconnect-Service Reconnected-Underground-Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspecdon FormAs • V Scott A. Russell S` r0jE�-AM[WA�TJEK f ��JLA NA\(GIENIIEN F SUPERVISOR ;i C0Lz SOUTHOLD TOWN HALL-P.O.Box 1179 �O� ��! s Town of,Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 CHAIPTER 236 - STORM'VVATER MANAGEMENT FORK SHEET SEP 1 Z L016: ( TO BE COMPLETED BY THE APPLICANT ) ]DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALI- THAT APPLY) Yes No ❑M A- CIearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface- ' ❑tA B_ Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. [j M:C- Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal-distance. (� 100 feet of wetlands, beach, bluff or coastal D. Site preparation within erosion hazard area. ; ®❑ E. Site preparation within the one-hundred-year floodplain as depicted :.__. '��--_:____'-_-.:.�::-:'`:.=en==E� �a-��•any-•�v-atm-Fc-cru.rse:--------•----------.---_------_---. -.-:.-.-.�:•_. . . . . . . . .. ❑Z] F. Installatibn 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- _._ If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. : 1000 Date_ APPLICANT: (Property owner,Design Professional.Agent,Contractor,Other) District Qn / NAME X17 Chtr � �. h�('✓C ck Lot 0 C� ��rSection Block Lot „r'OR f3LlILU1 G DEI'A RT 1ENTT USE ONLYContact Information /y f1 0 7 CC;/' r amr Reviewed By: �+ lf - - — — — — — — — — — — — — — — — — Date Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — Approved for processing Building Permit. _ZZ�Q a4/6e &OLZ Stormwater Management Control Plan Not Required. /;f,vm 7VC& /1/ Y ,JIjrZ Stormwater Management Control Plan is Required. . (Forward to Engineering Department for Review.) FORM ` SMCP -TOS MAY 2014 t _ ru 77 APPLICANT: S•C.T.M. : 1000 CHAPT (Property Owner,Design Professional,Agent,Contractor,Other) �-�— a0S nM� w.. ���� � Stormwater Management t ®TCS NAME: f,�j('�,1,l1f_L 1G/�lly yr_ Section B� Lot �; L S M C P -Plan Requirements: Provide ON y of the Building Permit Appl c o . Yk+ee Ynnr Date: ° G � � * The applicant must provide a Complete p atlo /o R'gas�ih lt not iding- Q1L:l�llG�!,!C S� ?lq®�_7p/L o1 k� all information that has been Required by the follow the CU 7iy,wii t ekylmn.N�n,4.r. I. A Site Plan drawn to Scale Not Less that 60' to the Inch MUST ' If You answered No or NA to any Item, Plea t. Here! show all of the following items: YES NO NA If you need additional room for explanatic374p, W� M4"nal � Paper. a• Location & Description of Property Boundaries EX111 =1 b. Total Site Acreage, c• Existing - Natural & Man Made Features within 500 L.F. ' REQUIRED LXJLof tl)e Site Boundary as required by §236-1702), gentart 765-1560 before d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Mi OR Provide ;:ngi0pprc atiOn e. Limits of Clearing & Area of Proposed Land Disturbance, f. Exist Ing & Proposed Contours of the Site (Minimum z intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage Improvements & utilities, h. Spot Grades & Finish Floor Elevations for all existing & EROSION proposed structures. Shall incitirie b14 net be 11h I Ifted I. Location of proposed Swimming Pool and discharge ring. it A w °' j. Location of proposed Soil Stockpile Areas), !IWire Racked Slit Fes ton Entrance, k. Location of proposed Constructiotl Entrance/Staging Area(s), 1. a 1Zae ls 1. Location of proposed concrete washout area(s), itof ormactivsofls. m. Location of all proposed erosion&sediment control measures. I 2. Stormwater Management Control Plan must Include Calculations showing °I that the Stormwater Improvements are sized to capture,store,and infiltrate " on-site the run-off from all Impervious surfaces generated by a two(21 Inch rainfall /storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: include but not be limited to: ' a. Erosion & Sediment Controls, b• Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g. Infiltration basins,swales,etc.), I VY)[1 L:NGINL:Li:I' DEPAIZ. -HENT USE ONLY Additional Information is Required. Reviewed & F-1Stormwater Management Control Plan is Not Complete. Approved By: i — — — — — — — — — — — — — — — — — — — — — — — — - ('O�aC1 I StorrhWater Management Control Plan is Complete, Date: 1 3 i SMCP has been approved by the Engineering Department. FORM " SWCP Check List -TOS MAY 2014 OF SO(/r,�Ql h O Town Hall Annex Telephone(631)765-1802 54375 Main Road 4tr Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'PQ �y�OUNTI,�� BUILDING DEPARTMENT April 16, 2018 TOWN OF SOUTHOLD J/ John Estrada 82 Beaver Street, Apt. 305 New York, New York 10005 RE: 2350 Deep Hole Drive, Mattituck pray foam insulation must be certified it was completed per New York State Code. - / TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) lectrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. _X Final Survey with Health Department Approval. A// Plumbers Solder Certificate.atC. (All permits involving plumbing after 4/1184) X Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) inal Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 41080-Z additions and alterations i SITE PLAN FOR i NOTE: JOHN AND KORI ESTRADA i 1.'ELEVATIONS SHOWN HEREON ARE IN 1988 N.A.V.D. PAGE 1 OF 2 EXISTING ELEVATIONS ARE SHOWN THUS;54 EXISTING CONTOUR LINES ARE SHOWN THUS: -----5---.-- SIT UATE 2. FLOOD ZONE INFORMATION TAKEN FROM: MATTITUCK FLOOD INSURANCE RATE MAP No. 36103CO482H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED TOWN O fC S 0 U T H 0 L D ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.29 ANNUAL CHANCE FLOOOPLAIN. 3. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,500 GALLONS. SUFFOLK COUNTY, NEW YORK 1 TANK; 10' DIA, 3' EFFECTIVE DEPTH 4. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. S.C. TAX No. 1000-123-04-007 6 POOLS; 2' DEEP,.8' dia. PROPOSED EXPANSION POOL SCALE 1"-40' ® PROPOSED LEACHING POOL .JANUARY 17, ZOOS FEBRUARY 18, 2009 LOCATED WETLANDS ' APRIL 20, 2010 ADDED PROPOSED DECK & UPDATE SURVEY PROPOSED SEPTIC TANK SEPTEMBER 8, 2010 ADDED LOT COVERAGE SEPTEMBER 28, 2015 UPDATE'SURVEY 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OCTOBER 31, 2015 REVISE SITE PLAN OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. DECEMBER 9, 2015 REVISE SITE PLAN 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND FEBRUARY 13, 2016 REVISE WETLAND NOTE AND PER S.C.D.H.S. NOTICE 02/11/2016 REMOVED IN. ACCORDANCE WITH S.C.D.H.S. STANDARDS. AREA = 39,453 sq. ft. 0.906 ac. Uses 0W4 pUeL4cNc CER TIFIED TO: NEW SUFFOLK AVENUE WATeR JOHN ESTRADA lisEs p�ELUNG KORI ESTRADA ECIC WATER DWELLING. N USES PUBLIC WATER J DWELLING ? PUBLIC WqUSES PUBLIC WATER DWELLING T LTIi IJEEP ,-`® USES IN STREET PUBLIC WATER qp°<F x JLAL9a(/ �E DRI � 54.24' x-&B ETON5TRUC IOE xNM H� ' `..'�• _.._ S 3.20, ��� �8• °�'8.2 _ ._ s. E 60.76, 1 WATER METER . U. xBZ _ 86 EDGE OF PAVEMENT IZ ° z \ V 8 ERHE40 WIRES }::::::::::: HED J p) \ 3 :;: 1z'7REE' 10'x 10'X 3'DEEP TEMPORARY p � /'„ 1•;.;• ya.:,;. GONGRETE WASHOUT PIT LINED WITH 10 MIL POLYETHYLENE SHEETING EXISTING DRIVEWAY HOL s= 76 TO SE REMOVED 1g•r " z4• :�J.' ''� ::;:�y:;.•�'2 iR- _ ••. PROPOSED Ref 5 6 C e' ' ' `''>`: �i1m SILT FE EXISTING LOT COVERAGE OVER UPLAND LOT AREA A .27.3j ! ^ar: BE INSTNGE TO 1°ARE TAN `ry l ry '. 3' 10 PRIOR T LL Ep UPLAND LOT AREA = 35,934 sq. ft. zONE zONf E ICE �` N.OF GON -5 qF k > , 1 Oj RUCTION DESCRIPTION AREA % LOT COVERAGE , + fL. \ GACHIMNg •,,3 GR ,, � . 1,972 sq. ft. 5.5%OUTSI -PEN HOUSE S\ x C.p SHO AIN R 7.0LL 5.0 PO 521 s H •' DECK q• ft. 1.5% 14 TREE \ 2 U p p x4Z \ tj0W ^<12.z $O O' :`''E r' rj SLATE STOOP 45 sq. ft. 0.1 \ l - - \ SHED W��`\ wn :i(�PROPdSE_D;iO 1 /j E30THWPoo7- FIR ,BE USED p0 2 SHEDS 259 sq._f1._- 0.7% - - WOOD f.FL;&4' Z,`:.__-^ F.F.,,,?STORY k' -' - G DISC RUNOFF-AND R ( ) - --- - ._ - - = 3` TEAS 32.3' ADDITIUNt¢ + - HgRGE a. . $'" +i!f•' Ei:t:E:ii'€'• i PROP. POOL. EQUIP, TOTAL 2.797 sq. ft. 7.8% EXI$•S ,1�I, i\/ifs \ /3/ EC :;:;?";�i?�l�E6fEE::: �� �17 7p�I'TIG SYS 4i STE ....E..' •.' E T 72 tESf ;si ^nRr (s EM - PROPOSE / I zONE PROPOSED LOT COVERAGE OVER UPLAND LOT AREA EFNO�OV60 O � \ 74 DEGK�, 16,7' -4 Af (f2 UPLAND LOT AREA = 35,934 sq. ft. I _ tt?f,E;20 TREE I s) . v1 DESCRIPTION AREA % LOT COVERAGE ---- _ iiPROP::t:;;; I i c L x ;`s R06L�: 1 _ d Z umi Cp s� I�`-3 HOUSE 1,972 sq. ft. 5.5% x p m q POt x 6 T? I Crr P 0 EXIST. DECK / 431 s ft. 1.2% 75' N Nw I Z OZ & STEPSAIL q• / ---- - fl i x D (2) SHEDS 259 sq. ft. 0,7% x-�i �� I �14'7REE��� 0. �\ .111, GL -x I PROP. ADDITION 2,310 sq. ft. 6.4% / I 12-TREE x �\ 19Fy gWN L \\ I PROP. DECK 605 s ft. 1.7% �� I 8"TREE / 10 R ;11Y/S & STEPS q' x45 {\ x4 \\\\ \\I ZNoFRfgROpsAO & HOT PO BL 451 sq. ft. 1.3% mss, 12"rREe� \\--I °ass F w��cyfaRess - 12-TREE \ CAh°a9yOM TOTAL 6,028 sq. ft, 16.8% \\ �\ i x43 x 4.5 T(y,\ xSpfcfSyC�fATFR js12"MEE � \ °CgtepgryRys° °gTNe J t^1T \ \meq\0-12'TREE gRE9 R$ 9' °pq\ RAMP' x39 \\ ry�14"TREE \.\ x 4,3 N v� AS \ \ \ WOODEN DOCK WITH Lam'\ N,,C.�i_f-12'7REE \\\ �O PILINGS ON F11CH SIDE ! C \ 1, \ 0 . PREPARED IN ACCOR WITH THE MINIMUM A, •J L \ 12 ST' AN F gtipE�SPUR En-ASESTABLISHED °004 0AJI Rq �' \ � - FOR 3 U8 YLYI�E STATE LAND O°k( MP Q$ -\\ ` TITL SSOF p l \ \ JlhFT ,j; z ` PILINGS IN WATER Ca �/ '� �\\ �� `�.T _ J .� �70.3 Bew,N'44 . �� 2. I'Fy°°eco <� •� � - f .S. Lic. No. 50467 .UNAUTHORIZED ALTERATION OR ADADDITIONNathan a o t w i n I I I, ' TO THIS SURVEY IS A VIOLATION OF • SECTION 7209 OF THE NEW YORK STATE r CPIESEDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING Land Y DRAINAGE SYSTEM CALCULATIONS: � � THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED ADDITION ROOF AREA: 2,310 sq. ft. TO BE A VAUD TRUE COPY. 2,310 sq. ff. X 0.17 = 393 cu. ft. f Successor To: Stanley J. Isoksen, Jr. L.S. 393 cu. ft. / 42.2'= 9 vertical ft. of 8' d1c. leaching pool required. CERRFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS .f ONLY TO THE PERSON FOR WHOM THE SURVEY �- IS PREPARED.AND ON HIS BEHALF TO THE US: �� TITLE COMPANY,GOVERNMENTAL AGENCY AND PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THTitle Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON.AND ADDITION ROOF AREA: 2,300 sq. it. TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 2,310 sq. ft. X 0.17 = 393 cu. ft. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. MAILING ADDRESS ,393 cu. ft. 42.2 = 9 vertical ft. of a' dia. leaching pool required OFFICES LOCATED AT / THE EXISTENCE OF RIGHT OF WAYS 1586 Main Rood P.O. Box 16 PROVIDE-(3) 8' dia. X 2' high STORM DRAIN POOLS �� AND/OR EASEMENTS OF RECORD, IF PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR ROOF RUN-OFF-ARE SHOWN THUS: �� ANY,,NOT SHOWN ARE NOT GUARANTEED. - Jamesport, New York 11947 Jomesport, New York 11947 STORMWATER MANAGEMENT NOTES SITE PLAN F'OR 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION POST STEEL(TTYP.) OR WOOD MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING _ EXTRA STRENGTH FILTER FABRIC NOTES: AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. REO'D.WITHOUT WIRE MESH SUPPDRT TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS JOHN AND KORI ESTRADA 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. to' Max. PPO SPACING 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. PAGE Z OF Z A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF W/ WIRE SUPPORT FENCE TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE DETAILS U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 6' Max. PPO FENCE THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS W/o WIRE SUPPORT FENCE PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL �:.•�•'`" - STABILIZATION MEASURE(S) SELECTED SHOULD N FENCING OR STRAW BALES, THEN STABILIZED WITH SITUATE DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS '.`. ''� APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE + •''•••"' .= FLOW AND REQUIRED PERIOD OF USE. MATTITUCK SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE �'•`� 2 SLOPE OR LESS SCREEN IS-REMOVED. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, ;;r` ..' ,;,. STABILIZE ENTIRE PILE W W W W TOWN OF S 0 U T H 0 LD A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL _ -ATTACH FILTER FABRIC SECURELY WITH VEGETATION OR COVER W J• Y W W �F .� SUFFOLK C 0 U N TY NEW YORK BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT To UPSTREAM SIDE OF POST SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES W W 4 W Y W W L SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS / \� ,.t \\\\\\\� NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED W W W W W W �- W �• S.C. TAX -NO. 1 000-123-04-007 AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE \�\\i SILT FENCE DETAIL OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY-THE BALES NOT TO SCALE JANUARY 17, 2008 SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED .v W W W W W W FEBRUARY 18, 2009 LOCATED WETLANDS UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. NOTES SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS i0 APRIL 20, 2010 ADDED PROPOSED DECK & UPDATE SURVEY 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER SEPTEMBER 8, 2010 ADDED LOT COVERAGE EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS'SHALL BE INSTALLED ON THE PROPOSED RESIDENCE. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT.WILL NOT ALLOW STRAW BALES OR SILT FENCE SEPTEMBER 22 5 R UPDATE SU LAN 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS_ OFF-SITE TRANSPORT. OCTOBER 31, 2015 REVISE SITE PLAN DECEMBER 9, B. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF,PERMEABLE MATERIALS REVISE SITE PLAN OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF SOIL STOCKPILE FEBRUARY 13, 2016 REVISE WETLAND NOTE AND PER S.C.D.H.S. NOTICE 02/11/2016 FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. (NOT TO SCALE) 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE 50' MIN. SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO.(2) DAYS OF OR TO SUFFICIENTSN TO KEEP SEDIMENT OONSITE FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, z WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE HAY BALES 2"X2" STAKES I HAY BALES AND/OR VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO (TWO EACH BALE) > SILT FENCING TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING a PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR'GERMINATION36" HIGH POLE(MAX.) _ FLOW AND GROWTH. STEEL OR woo0 POST o 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF BSX AREA GRADE VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER FLOW COMPACTED � THAN 1 SQUARE FOOT IN SIZE. f- BACKFILL DRAINAGE w I Nin 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR N\\ SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF S( t INLET Q ---- s OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO0 --------- ------------- THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, i N OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR \� Q CONSTRUCTION ACCESS WAY AT THE ACCESS-POINT ALONG THE ROAD. �j/�j 4, / // TEST HOLE DATA �\ ��� (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JULY 17, 2015) ry /\� 4" x 6" TRENCH BALES TO BE SET EL. 7.0' /j\ /\\/ W/COMPACTED IN 4" TRENCH I HAY BALES AND/OR \ •l BACKFILL ELEVATION SILT FENCING OIL AND STONE - 0.2 MIXED SAND AND LOAM HAYBALE BARRIER ® INLETS 0.2' TRENCH DETA/L _ PLAN VIEW _ BROWN SANDY SILT ML (NOT TO SCALE) (NOT TO SCALE) 3' PALE BROWN FINE SAND SP EXISTING GRADE ROAD EL 0.5' 6.5' GROUND WATER WATER IN TYPICAL STORMWATER UNIT HAY BALES AND/OR SILT FENCING PALE BROWN.FINE SAND SP I CONSTRUCTION ENTRANCE BASE OF (TOPS TO BE TRAFFIC BEARING) COMPACTED 3/4 STONE BLEND (NOT TO SCALE) OR N.Y.S. D.O.T. APPROVED R.C.A. _ FILL TO 18" MIN. ABOVE EXISTING 17' CAST IRON INLET FRAME & COVER (FLOCKHART#63518 TYPE 6840) GRADE TO ALLOW FOR DRAINAGE PROPOSED SEPTIC SYSTEM DETAIL . FINISHED GRADE OR 6'THICK REINFORCED CONC. COVER HOUSE (NOT TO SCALE) - 8'TRAFFIC BEARING SLAB 1,-D. CROSS SECTION �` ELEV. 8_5' TEMPORARY C S h' TRANCE FINISHED GRADE FINISH GRADE ' ELEV. 8.7' ELEV. 7.5' PIPE FROM ROOF GUTTERS 0 � CAST IRON COVER TO GRADE TOP EL. 7.T 1' MIN. TOP EL. 6.2' -1 MIN. L SEPTIC MIN. 4" DIA. . 8 3' CLEAN, ALL AROUND ` APPROVED PIPE TANK APPROVED PIPE LEACHING LEACHING 1 7 SAND F A INV. EL. POOL 7.2 min. PITCH 1/4"/1' a INV. min. PITCH 1/B"/1' POOL d COLLAR LEACHING RINGS EL. 6.5' INV. EL. 5.2' p REINFORCED PRECAST CONC. 6" INV. EL. p �� V-0" 4000 PSI® 28 DAYS 3'-0" Ir 6.0' �/ a 8' �I8, (min_) 4- (min.) BOT. EL 2.5'J �-10'-� z Z W4W10jam. S, Lic. No. 50467 DISTRIBUTION POOLS OF BOT. EL. 3.5' GROUND WATER ` �'E Nathan orwin III 6 POOL SYSTEM ELEV. 0.5' SEPTIC TANK (, \ Land . Surveyor. 1. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,500 GALLONS. LEACHING POOLS (6GROUND WATER / 1 TANK; 10' DIA., 3' EFFECTIVE DEPTH 1. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300.5q. ft SIDEWALL AREA. Successor To: Stanley J. Isaksen, Jr. LS. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 6 POOLS; 2' DEEP, B' dia. Joseph A. Ingegno L.S. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) Title Surveys - Subdivisions - Site Plans - Construction Layout ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). PHONE (631)727-2090 Fax (631)727-1727 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. OFFICES LOCATED AT MAILING ADDRESS ON A MINIMUM 3" THICK BED OF COMPACTED-SAND OR PEA GRAVEL. 5. AN S' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. P.O. Bax 16 6_ A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 1586 Main Road Jamesport, New York 11947 Jamesport, New York 11947 A F -$ i SITE PLAN FOR i NOTE: JOHN AND LORI ESTRADA 1. ELEVATIONS SHOWN HEREON ARE IN 1988 N.A.V.D. PAGE 1 OF 2 EXISTING ELEVATIONS ARE SHOWN THUS:5.0 EXISTING CONTOUR LINES ARE SHOWN THUS: -----s----- SIT UA TE 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO482H MATTITUCK ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. TOWN OF SOUTH 0 L D 3. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,500 GALLONS. 1 TANK; 10' DIA. 3' EFFECTIVE DEPTH SUFFOLK COUNTY, NEW YORK 4. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 6 POOLS; 2' DEEP, 8' dia. S.C. TAX No. 1000-123-04-007 \ PROPOSED EXPANSION POOL SCALE 1"=40' PROPOSED LEACHING POOL JANUARY• 17, 2008 FEBRUARY 18, 2009 LOCATED WETLANDS APRIL 20, 2010 ADDED PROPOSED DECK & UPDATE SURVEY PROPOSED SEPTIC TANK SEPTEMBER 8, 2010 ADDED LOT COVERAGE 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD SEPTEMBER UPDATE SURVEY OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. OCTOBER 31,, 201155 REVISE SITE PLAN / DECEMBER 9, 2015 REVISE SITE PLAN 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND FEBRUARY 13, 2016 REVISE WETLAND NOTE AND PER S.C.D.H.S. NOTICE D2/11/2016 REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. AREA = 39,453 sq. ft. 0.906 ac. rJSEs pwE4C7 NEW SUFE Ue4/c w CER TIFIED TO: pLK AVENUE glER JOHN ESTRADA USES "I'VeLC WAT KORI ESTRADA I ER DWELLING N USES PUBLIC WATER N jl�' DWELLING USES PUBLIC WATERDE��PUBLIC WATER IN STREET "�, D UBW q Stent mustbx.6-4 r ,:;sztu� .�i4' Sub q\F 8 R=,33 p I ®L�' �� Abandts e=$o - ent requireinent ' q_ xB3 I�� °�li1. sy•wi�tndepnrtr'� Y WIRE " • .54 24' S ENOTRANGETIONxB g C>; p Vlf lvl` �S proof. ZU� 78, HfB •. e' WATER METER 8.7883.20' E COM IPr.i -- 60.76, x 8.7 ......... 8.¢ •• •• EDGE 0 PAVEMENT 22 a Q ) QVERH_ I e tAD WIRES EXCAVATION INSPECTION REs;UIRED '' <: `':;t� HED s FOR SANITARY SYSTEM O) \ 3 a /, ,i,' `:j..:.W:.}i: ' 1 lo'x 10'X 3' fw,'. , fl , .4,., 2'7REE EEP TEMP TH DEPARTMENT /,•>x� „ L: ia..-:., CONCRETE W SHOUT PIT L 10 MIL POLYE - Jy�, •:°'` \'" t= P: EXISTING DRIVEWAY Spy""e \ p.:rHOL :. aw TO BE REMOVED 1 87REE 5.6 C 2q,' A:•:' .... IE `a .:_Q:: a 2 } IiYf - PROPOSED 6.5i ., SILT 1= ,0 A' yv z7.3 eE IN ENGE TO EXISTING LOT COVERAGE OVER UPLAND LOT AREA ZpNE 2pN f �RfE TA� IAR CE \�[x' �' 1D' N OFIoR oLSSD UPLAND LOT AREA = 35,934 sq. ft. Af (f( ` `'+v T- 6. GONSTRU TION DESCRIPTION AREA % LOT COVERAGE t 61 CHIMN O W W i •x6_4...x.... 6 17.1' O oursl Lu OPEN S\ x I P SHo R 7 DRAIN HOUSE 1,972 sq. ft. 5.5% , \ G4 _ U :::PR P;.: tiT GRATE EL. Q 7.o 14'1Rff \ a U s.o DECK 521 sq. ft. 1.5% 2. x \ y O W - 12,2': T SLATE STOOP 45 s ft. 0.1 \ FR E � .' ' _OSED.'O �� BpRY L To q. HED W "PROP...,.,.;.;..: 2 STgPY-- _ ._7` o TH ROn�rBE USEp p TE,S 32.3' o `ADDITIONX: ... - L DISC F AND R (2) SHEDS- 2S3 sy-. ft. D.7% - - aA� C E(s E' :;:;.'::..>; I z PROP• POOL E s xlsr. woop XI TOEpTIG S all, ��TV 40� �3/ DEC - x !-" '!::: z�O 5 o EQUIP, TOTAL 2,797 sq. ft. 7.8% 6F 1ST �V P. STEP :...:.....:.:.i;.- SNF X (SEE No-0 O z PRFM 2.3 \ 74' .$ - DOEGK ' ;3, ti;i a/rR<. a Zp A N07- �D osE _ Nf PROPOSED LOT COVERAGE OVER UPLAND LOT AREA 6) - 16.7 0--4 f (E( UPLAND LOT AREA = 35,934 sq. ft. W' r:.°,;I 20 TREE 13 C 6) ,111, .6 - :.Roe=:; 1 DESCRIPTION AREA % LOT COVERAGE x2 �:.' Ff� m 1Xs 6a,POOt x 2.7 cu x2X2.5N i i _3 �� HOUSE 1,972 sq. ft. 5.5% '1 75' N -r P/O EXIST. DECK pi W I Z�Z & STEPS 431 sq. ft. 1.2% / 3.9 �R�I- i x2.6 y all, \RE\\ \ (2) SHEDS 259 sq. ft. 0.7% x � `2''1\, I 2.z 1 Ix 54 I 12"TREE x a 22 \ IaWN xJ�ls I PROP. ADDITION 2,310 sq. ft. 6.4% 24 I 8'7REE \\\ ta7R I PROP. DECK x 4 6 \ 2' N/S qR & STEPS 605 sq. ft. 1.7Y 1 \ x4_5 k\ \ \I ENDoFRFS Np is PROP. POOL mss;\12 TREE- -J ENCS ARe kFr'q NF�Rfss� & HOT TUB 451 sq. ft. 1.3Y 12"7REE--�7 `? °p(er oq 71, TOTAL 6,028 sq. ft. 16.8% \ \ x� x �tio, x NT spe y�RgTN Ci h y. 2 \ \ I SFT FS(OCq FWFER No �,ASF ali, \ \ 12'7REE xr qrR� er-12'7REE 1 S SUFFOLK COUNTY Li�ARTMENT OF HEALTH SERVIC��gR� FRs. % T\ x \ 6`0' PERmrr FDF, R&AL OF CONSTRUCTION FOR A \\ 14"TR EE \\ x�NGLE 'k�ILY RESIDENCE ONLY S \ \ \ 0)\ x 3.7 \ WOODEN DOCKIII \ y� PILINGS ON EACH'SIDE / \ ' TREE /I-/ F DATE !k RE N0. \ ovE \¢ p ps - .T-�E J�{ 'y00(Oqn �i�� •111, I�•`��7 C2\'?RE,� f t ®C®ROOMS STANDARDSPREPARED IF ACCITLE SLI¢1f�L�('Sw" AS OSTIA MINIMUM MAX UM OF BY THE L .. A,r,", ED N A()&VIDD NG �MA Q8 \\ FOR SU US ORIC✓"yT l°,4 \ PILINGS IN EXP H 'e�Y`r.ARS FROM DATE OF APPROVAL TITLE SS�C�IATID �1A �o it 1 WATER Er"~ p 'A ti i S8. e�4Na�H,o �< 1 ®� 2�,> OqT al�, \2 N epr"'W T'M�r° ` „�'--yr �/,:,• !% t m� V 1 F all, FM k' �v -0.3 efR it••- � 0 N. S. Lic. No. 50467 t�Fa9 / I �r� Nathan -aft-Corwin III UNAUTHORIZED ALTERATION OR ADDITION X SE THIS SURVEY IS A VIOLATION OF '• SECTION 7209 OF THE NEW YORK STATE '�" CPIESEDUCATION LAW. Land Surveyor S.(; S RAIN SYSTEM CALCULATIONS: THE A OF THIS SURVEY I MAP SNOTEA BEARING I( THE LAND SURVEYOR'S INKED SEAL OR ADDIION ROOF AREA: 2,310 sq. ft. EMBOSSED SEAL SHALL NOT BE CONSIDERED __4310 sq. ft. X 0.17 = 393 cu. ft. TO BE A VALID TRUE COPY. 393 cu. ft. / 42.2 = 9 vertical ft. of 8' dia. leaching pool required i' CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ti PREPARED,IS TIT ECOMPAAND ON HIS BEHALF TO T Y, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND n ADDITION ROOF AREA: 2,300 sq. ft. TO THE 7 ASSICNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax 631 2,310 sq. ft. X 0,17 = 393 cu. ft. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. ( ) 27-1727 393 cu. ft. / 42.2 = 9 vertical ft. of 8' dia. leaching pool required OFFICES LOCATED AT MAILING ADDRESS PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS THE EXISTENCE OF RIGHT OF WAYS r=te AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. B,:x 16 PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: �� ANY, SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 STORMWATER MANAGEMENT NOTES: STEEL OR WOOD SITE PLAN F O R 1 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION MATERIALS-SHALL BE CONFINED TO THE LIMIT OF CLEARING EXTRA STRENGTH FILTER FABRIC POST (TYP.) NOTES: ' AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. REQ'D. WITHOUT WIRE MESH SUPPORT TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS JOAN AND LORI ESTRADA 2, PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. 10' MAX. O.C. SPACING A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF W/WIRE SUPPORT FENCE TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2• MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. PAGE 2 OF 2 • U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING 6' MAX. O.C. SPACING VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH DETAILS AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. w/o WIRE SUPPORT FENCE PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED ALL r. - STABILIZATION MEASURES SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH SITUATE OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL :•. ���••"` .�. MEASURE(S) DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS :':' ,-r. APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE FLOW AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS MATTITUCK SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE :'• C•:�'•�� SCREEN IS REMOVED. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, ' STABILIZE ENTIRE PILE TOWN 0 F S 0 U T H 0 LD A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL _ •ATTACH FILTER FABRIC SECURELY WITH VEGETATION OR COVER BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT ..:'•��.`'.�':'�•' �' TO UPSTREAM SIDE OF POST W y y y y W m SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES ,.,,, w w .i. m W W W .V SUFFOLK C0UNTY, NEW YORK MAINTAINED,SHALL BE AS IS NECESSARYTO REPAIRED DA ENSURE PROPERFUNCT DAND EN, UNTIL ALL DISNURBEO \\//\\ W W W .Y W W W W W S.C. TAX No. 1000-12.3-04-007 AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE \/�\/�\\\\j SILT FEAWE DETAILS '�" `�" W W W •� W W W OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES NOT To CAL .1• W J. W .4 W JANUARY 17, 2008 SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED W W W W W W W UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. FEBRUARY 18, 2009 LOCATED WETLANDS 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO APRIL 20, 2010 ADDED PROPOSED DECK & UPDATE SURVEY 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER SEPTEMBER 8, 2010 ADDED LOT COVERAGE 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED EACH STORMMEVENAND REMOVE SEDIMENT WHEN NECESSARY. REMOVED ON THE PROPOSED RESIDENCE. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW STRAW BALES OR SILT FENCE SEPTEMBER 28, 2015 UPDATE SURVEY 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. OFF-SITE TRANSPORT. OCTOBER 31, 2015 REVISE SITE PLAN B. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS DECEMBER 9, 2015 REVISE SITE PLAN OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF SOIL STOCKPILE FEBRUARY 13, 2016 REVISE WETLAND NOTE AND PER S.C.D.H.S. NOTICE 02/11/2016 FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. (NOT TO SCALE) 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW 50' MIN. IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF OR TO BE SUFFICIENT TO FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, F KEEP SEDIMENT ON SITE WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE z HAY BALES 2"x2" STAKES w VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO HAY BALES AND/OR TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING (TWO EACH BALE) > SILT FENCING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION 36" HIGH POLE (MAX.) FLOW a I AND GROWTH. STEEL OR WOOD POST 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85X AREA GRADE o VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER FLOW COMPACTED w THAN 1 SQUARE FOOT IN SIZE. F- BACKFILL DRAINAGE 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR w n SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF S4Op INLET ti Z OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO Q �__________________________ THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, O OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR _ >: 0_' I `��+�� N CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. NN, \j //\// TEST HOLE DATA '�\��% �� (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JULY 17, 2015) 2! %\ %\\�' �-4" x 6" TRENCH BALES TO BE SET EL. 7.0' \ / W/ COMPACTED IN 4" TRENCH 0' \. BACKFILL I HAY BALES AND/OR OIL AND STONE ELEVATION SILT FENCING 0.2' MIXED SAND AND LOAM 0.2' TRENCH DETA/L HAYBALE BARRIER @ INLETS BROWN SANDY SILT ML (NOT TO SCALE) (NOT TO SCALE) PLAN VIEW 3' f PALE BROWN FINE SAND SP EL. 0.5' 6 5' ROA D EXISTING GRADE GROUND WATER WATER IN TYPICAL STORMWATER UNIT I SILT FFENCING-HAY SALES ND/OR PALE BROWN FINE SAND SP (TOPS TO BE TRAFFIC BEARING) CONSTRUCTION ENTRANCE BASE OF TD " STONE (NOT TO SCALE) ORMPAN YCSE D 0 T4 AP ROVEDL RNCO.A. PROPOSED SEPTIC SYSTEM DETAIL FILL TO 18" MIN. ABOVE EXISTING 17' CAST IRON INLET FRAME & COVER (FLOCKHART#63518 TYPE 6840) GRADE TO ALLOW FOR DRAINAGE FINISHED GRADE OR 6"THICK REINFORCED CONC. COVER HOUSE (NOT TO SCALE) B"TRAFFIC BEARING SLAB -0" CROSS SECTION ELEV. 8_5' FINISHED GRADE FINISH GRADE TEMPORARY CON,STRU,C (AN ENTRANCE ELEV. 8.7' ELEV. 7.5' PIPE FROM ROOF GUTTERS NOs �ec \1~ CAST IRON COVER TO GRADE B'-O" ( �_'I TOP EL. 7.7 1' MIN. TOP EL. 6.2' -1' MIN, g'J JA rG+ 0 __SEPTIC MIN. 4" DIA. 8 r TANK APPROVED PIPE LEACHING LEACHING N 3' CLEAN o ALL AROUND 1 ` INV. EL. APPROVED PIPE POOL SAND ' 7.2' min. PITCH 1/4"/1' U INV. min. PITCH 1/8"/1' POOL I COLLAR LEACHING RINGS Z I EL. 6.5' INV. EL. 5.2' p REINFORCED PRECAST CONC. ?• 4000 PSI ® 8 S ,g ! b 6" INV. EL. 2DAY .' 3'-0" 3'-D" BOT. EL. 2.5 }� 10' �} z n ' 8' , n 8 z w (min.) 4„ (min.) N.Y . Lic. No. 50467 _ s a DISTRIBUTION POOLS OF-/ BOT. EL. 3.5' GROUND WATER v Nath a f; .1orwin _ III 6 POOL SYSTEM ELEV. 0.5' SEPTIC TANK (1 _ Lan Vieyor LEACHING POOLS ('UJ GROUND WATER 1. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,500 GALLONS. 1 TANK; 10' DIA., 3' EFFECTIVE DEPTH 1. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. Successor To: Stanley J. Isaksen, Jr. L.S. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 2B DAYS. 6 POOLS; 2' DEEP, 8' dia. Joseph A. Ingegno L.S. f, 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". 2• LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. Title Surveys - Subdivisions - Site Plans - Construction Layout 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). PHONE (631)727-2090 Fax (631)727-1727 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. OFFICES LOCATED AT MAILING ADDRESS ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. i 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 JamespoH, New York 11947 c SURVEY OF PROPERTY NOTE: SITUATE 1. ELEVATIONS SHOWN HEREON ARE IN 1988 N.A.V.D. ' MATTITUCK EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LINES ARE SHOWN THUS: 2. FLOOD ZONE INFORMATION TAKEN FROM: TOWN OF SOUTH 0 LD FLOOD INSURANCE RATE MAP No.-36103COas2H SUFFOLK COUNTY, NEW YORK ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.29 ANNUAL CHANCE FLOODPLAIN. S.C. TAX No. 1000-123-04-007 SCALE 1"=40' JANUARY 17, 2008 FEBRUARY 18, 2009 LOCATED WETLANDS /7 APRIL 20, 2010 ADDED PROPOSED DECK & UPDATE SURVEY SEPTEMBER 8, ADDED LOT COVERAGE U v u= D SEPTEMBER 288 2 2015 UPDATE SURVEY OCTOBER 31, M15 REVISE SITE PLAN DECEMBER 9, 2015 REVISE SITE PLAN FEBRUARY 13, 2016 REVISE WETLAND NOTE AND PER S.C.D.H.S. NOTICE 02/11/2016 MARCH 2 2016 ADD POOL FENCE APRIL 8, 2016 ADD WETLAND BUFFER JUN O Gol8 MAY 1, 2018 FINAL SURVEY BUMDI G DEPT• AREA = 39,453 sq. ft. �� e.�%)UTHOLD 0.906 ac. NEWS uF LK AVECERTIFIED TO: FONUE JOHN ESTRADA KORI ESTRADA m II N tJ SEPTIC SYSTEM TIE MEASUREMENTS .D L�/ I HOUSE HOUSE Gpq � EP HOLE V CORNER QA CORNER[B \s R=330' .DRIVE SEPTIC TANK 17' 16.5' COVER Gully _54.24_' $ 83•20 DISTRIBUTION , �e, WATER M 40 E 60,76' L7tPOOL COVER 1 49 40 �(ap� x HEDGE EDGE I PAVEMENT DISTRIBUTION 51' 38' O Z 2) DIS /a N �a\ERHE p POOL COVER 2 lt) �a � HEDGE N 3 = 00 N I < 1c, rn 4/ iv • m d N C� ; � " E oo' ° m M O BELG I o ° 2,.652 U A/T3 BLOCK CUB WLA e 'a OIL TSR, 27.3 a A 0 WOOB ao IJELG f /LA7T�E CHIMNEY w BLOCK FE o cv APRON ]C dpi/C N p 3 �d7' 26.7 7.2' • 3 o y d A RAIN QuIPyE SHOWS UTSID e 0 5.0' 3 S.O. L.P. GAS+° 2.7 Go 0 18•2' ° GATE WOOD `o , FENCE FRAME ` '1/2 STORY FRAME. _0HS --- .�, STEes OD 31.5' STEP i I � 000 E z �� : �, K '' 19.0, ARBOR N Q F 1 O 31.7' ' S ZO 2 16.7 rid 4 Wrid STORY— c A DECK 6) GATE '", 27.7' SLATE J INp00UND N L SLATE COPING r 9'S-COPING 75' II \No ti z C qN/S O�R�D- �\ �p��AMpA/Lyk4T �D. +oJj\\ SPf C H049F!Yq)E RpN TTS, ............ tio �Ljo qcF \ 'Fp/NR�Sh/S G97�E •s �., 45" 0+ _ 9 gS'� '•: ::\\,pct - WOODEN pp PILINGS ON EACHSIDE 'Sr'' yF �I PREPARED INN�pACCORDANGE-WIIy�N EE$MTINIMUM �pO�o°pn�c 8 �' -• .. N BY TTIHERIOsI`ALr�D PRWEEDGARVEYSANND-AQOLIPTED� C 'O Al •. t)) FOR S H.U54 BY „'y.,vK�� ATKg MD PILI 'V NGS IN WATER S8• �" i' A� 28' 11, ppWyRO eG N N 44' �er zBR�/� �YOR N..S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Nathan Tan-Corwin Corwin III SECTION 7209 OF THE NEW YORK STATE Surveyor EDUCATION LAW. yor COPIES OF THIS SURVEY MAP NOT BEARING Surve Land THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND TRIe Surveys -Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSn- PHONE (631)727-2090 Fax (631)727-1727 TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS / AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 I ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY NOTE. SITUATE 5 -n 1. ELEVATIONS SHOWN HEREON ARE IN1988 N.A.V.D. r MI MATTITUCK 0 EXISTING ELEVATIONS ARE SHOWN THUS:US: EXISTING CONTOUR LINES ARE SHOWN THUS: m 2. FLOOD ZONE INFORMATION TAKEN FROM: TOWN OF S 0 U T H 0 LD '^ ° FLZONEOD IAE: UBASEEFLOODELEVATIONSRATE MAP No. 3DETERMNED2H SUFFOLK COUNTY, NEW YORK,, `�'. � ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPWN. S,C. TAX No. 1000-123-04-000' ry SCALE 1"=40' c -< C5 m 14 JANUARY 17, 2008 m � r� FEBRUARY 18, 2009 LOCATED WETLANDS LTJ � `S APRIL 20, 2010 ADDED PROPOSED DECK & UPDATE SURVEY SEPTEMBER 8, 2010 ADDED LOT COVERAGE ® L� SEPTEMBER 28, 2015 UPDATE SURVEY Cn 20 OCTOBER 31, 15 REVISE SITE PLAN L.L DECEMBER 9, 2REVISE SITE PLAN y flUL L6. FEBRUARY 13, 2016 REVISE WETLAND NOTE AND PER S.C.D.H.S. NOTICE 02/11/2016 MARCH 2, 2016 ADD POOL FENCE APRIL 8, 2016 ADD WETLAND BUFFER BUILDING Utr'S' MAY 1, 2018 FINAL SURVEY TOWN OF SOUTHOLD JANUARY 27, 2022 LOCATE RECONFIGURED FRONT WALK AREA = 39,453 sq. ft. 0.906 ac. NEW SUFECER TIFIED TO: 0(k AVENUE JOHN ESTRADA KORI ESTRADA m IN _ N SEPTIC SYSTEM TIE MEASUREMENTS i4, DE�n HOUSE HOUSE tp°D [" I�oL CORNER ❑A CORNER[ F A�6 R�330' DRIVE SEPTIC TANK COVER 17' 16.5' GU1 wrRF _• 54.24' S 83° 0 DISTRIBUTION , WATER N�` _ _ 40 E 60,76' POOL COVER 1 49 40 �� `HEDGE EDGE OF PAVEMENT DISTRIBUTION LU 21 DISTRIe 0OVERHPOOL COVER 2 51.' 38' = P 00 EAD S h 7. '. HEDGE o V ' SC N N 2V.Aa C1 3 yMjl .:�1�� G �:•e atm M O BELGIANr'3 o ° 24.6�2IC O BLOCK CUj7B �n `CaNL^ e e A OIL T 0 27,3 D 0 R o F,WOOp LATTIC CHIM B mw B OCIM(N FL NC` FENCE o 0 o c,Y APRON N 226.7 17.2, ECUIPMO L OUTSID �` \ so. 0 c9ro A rDRAIN T SHOWER m 5.0' \333+++ o L.P. (3AS-v° 2.7 ` •\ � 18.2' o ` GATE WOOD zo SHED N �� 112 STORY FRAME FENCE & GARAr_c o Worm YVUUU •?•• mei 31.5• ` _ STEP - - — i OOD E K 1 •'i;�;• ^19.0. ���_ � �. —` ARBOR N ZON :•I fO 31.7' 7 16. ZQ k ( F O N WOOD DECK Af (F(• + GATE N. 27.]' 6) LL1 SLATE INPOOUND Lt. M f G Z .M C0 j •-\ '1.J0�1N� =m1 SLATE COPING N29.5i_COPING ~ H� 1203 �• I P0 cu 75' 113 -z Co G) 4Q. Ute!f/9 e� 8 L) LIJ cow a, !s: arX ZC NIS 1 i� RFS Np COT I J W Q I qy F mss• We;'RFy peDRFss/ ® �, 3 0• .. �� ¢°� y�o• os\ Fc/FSD�° RI',yo U c 8 d c� r�/S -4 %.d d� $ 2` >GST yo �k Q D eGy�O u6E` 3 tiy�y ocF ��F'PsrG 0 d PILIN WOODGSNON EACHSID—CK W _ Sr+ ::� •- O PREPARED IINN'BACCOBBANGE WITH THE MINIMUM TAN *�0 o AHC 8 R9MP ,�� ... .. N BY THEDItfJCL ABPROYELIANDSURVEYS AS 6ADOUPTEO OCA O) FOR 5 H USE'9i'THE NEW C[Ok t�STATE,LAND f� •A`QCIATION. ` N �i1iC 0 PILINGS IN WATERAIILS o O� �1YeF�CORW/PO, ftp (— ,� ��^S'.�• _'�':n7 ,0 N.Y.S. Lic. No. 50467 j. UNAUTHORIZED ALTERATION OR ADDITION _'Sum v TO THIS SURVEY IS A VIOLATION OF Nathan T&I-Corwin III SECTION 7209 OF THE NEW YORK STATE COPIES O" LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. LS. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno LS. IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INS 1— PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 FOLEY FIORE ARCHITECTURE 534 Cambridge Street Cambridge, MA 02141 T: 617-547-8002 f: 617-54.7•8011 •3 Amanda Nunemaker Building Permit Examiner Southold Town Building Department Town Hall Annex Building 54375 Route 25 P.O.Box 1179 Southold,NY 11971 Dear Amanda, This letter is to confirm that the bottom of all mechanical equipment at the residence of Kori and John Estrada at 2350 Deep Hole Drive in Mattituck,New York will be at a minimum elevation of 8'-0"so as to be at a level above the flood elevation(AE 6'-0")plus the required freeboard space of 2'-0". Sincerely, Paul-S.Fiore,AIA tr. REScheck Software Version 4.6.2 D Compliance ifica OCT 1 2 2016 BUILDING DEPT. Project Estrada Residence TOWN OFSOUTSOLD Energy Code; 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction,Site:, Owner/Agent: Designer/Contractor: 2350 Deep Hole Drive John&Kori Estrada Paul Fiore Mattituck,NY 11952 2350 Deep Hole Dr. Foley Fiore Architecture Mattituck, NY 11952 316 Cambridge St. Cambridge,MA 02141 617-547-8002 s e1 , 1111 IN Compliance: 19.4%Better Than Code Maximum UA: 540 Your UA: 435 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 r Wall 1:Wood Frame, 16"D.C. 567 19.2 0.0 0.060 22 Window 1:Wood Frame:Double Pane with Low-E 161 0.300 48 Door 1:Solid 35 0,430 15 Wall 2: Wood Frame, 16"ox. 586 19.2 0.0 0.060 27 Window 2:Wood Frame:Double Pane with Low-E 86 0.300 26 Door 2:Solid 21 0.430 9 Door 3:Solid 21 0.430 9 Wall 3:Wood Frame, 16"D.C. 731 19.2 0.0 0.060 25 Window 3:Wood Frame:Double Pane with Low-E 317 0.300 95 Wali 4:Wood Frame, 16"D.C. 370 19.2 0.0 0.060 15 Window 4: Wood Frame:Double Pane with Low-E 121 0.300 36 Ceiling 1:Flat Ceiling or Scissor Truss 937 39.0 0.0 0.030 27 Skylight 1:Wood Frame:Double Pane'with Low-E 8 0.420 3 Skylight 2:Wood Frame:Double Pane with Low-E 11 0.420 5 Skylight 3: Metal Frame:Double Pane with Low-E 18 0.420 8 Ceiling 2:Cathedral Ceiling 772 39.0 0.0 0.027 21 Floor 1:All-Wood Joist/Truss:0ver Unconditioned Space 1,709 39.0 0;0 0.026 44 Project Title: Estrada Residence Report date: 09/27/16 Data filename: C:\Usersl oe\Documents\REScheck\Estrada.rck Page 1 of 7 Compliance Statement: The proposed building design described here is consistent with the bolidding plans,specifications,and other calculations submitted with the permit application.The proposed buiI in een e n to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4 . and to p the mandatory requirements listed in the Sche k I ection Che ist Name-Title ign re v date Project Title: Estrada Residence Report date: 09/27/16 Data filename: C:\Users\loe\Documents\REScheck\Estrada.rck Page 2 of 7 REScheck arm Version Inspection ts Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 5.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review & Req.iD Value Value Complies? Comments/Assumptions 103.2 Construction drawings and ❑Complies [PRIII documentation sufficiently []Does Not y, demonstrates energy code compliance for the building ❑Not Observable , envelope, ❑Not Applicable 103.2, Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not [PR3P demonstrates energy code ;compliance for lighting and ❑Not Observable mechanical systems.Systems ❑Not Applicable serving multiple dwelling units I must demonstrate compliance .with the commercial code, i ., ,. ...W............_,._..._..___•.. _ __ . ,:__.._._........_.v...._..........__......_....-__._..... __...._._.._._ _ _._ __... ......_......... 403.6 , Heating and cooling equipment is. Heating: Heating: ❑Complies [PR212 sized per ACCA Manual S based Btu/hr Btu/hr 41IDoes Not on loads per ACCA Manual 1 or Cooling: Cooling: other approved methods. - Btu/hr Btu/hr ❑Not Observable ❑Not Applicable P Additional Comments/Assumptions: (1 High Impact(Tier 1) ; 2 Medium Impact(Tier 2) 3 i Low Impact(Tier 3) Project Title: Estrada Residence Report date: 09/27/1.6 Data filename: C:\Users\joe\Documents\REScheck\Estrada.rck Page 3 of 7 Section j # !Foundation Inspection Complies? Comments/Assumptions & Req.ID..1......................_.. _. 303.2.1 Exposed foundation insulation ❑Complies [FO11]2 protection. ❑Does Not ❑Not Observable ❑Not Applicable __ ._...._.................._._.............._._ ._. 403.8 Snow melt controls. ❑Com lies tFO12)2 ❑Does Not _° []Not Observable _._ ❑Not Applicable V _ Additional Comments/Assumptions: .__._ ................... — ._....... 11 High Impact(Tier 1) 1 2 Medium impact(Tier 2) ! 3 low Impact(Tier 3) I _.._.._..__.. _ _w_.._._........................_...._...._._ __.— Project Title: Estrada Residence Report date: 09/27/16 Data filename: C:\Users\joe\Documents\REScheck\Estrada.rck Page 4 of 7 Section Plans Verified 1 Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.ID _...._... ___ --_......... _...._._..___ 402.4,4 Fenestration that is not site built ❑Complies Requirement will be met. [FR2011 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/1.5.2/A440 or has infiltration rates per NFRC []Not Observable 400 that do not exceed code ❑Not Applicable _ limits. 402.4.510-rated recessed lighting fixtures' DComplies [FR16]2 sealed at housing/interior finish 'DDoes Not and labeled to indicate⁢=2.0 _ cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable _...._................. .............. __. _._._.._.... _ ......................... _... '403.2,2 All joints and seams of air ducts, ❑Complies (FR13)1 air handlers,filter boxes,and ❑Does Not building cavities used as return ducts are sealed. ❑Not Observable ONot Applicable _....._..................__......_._ .__...._... _.._ _.._...__ 403.2:3 Building cavities are not used as ❑Complies [FR1513 ducts or plenums. ;❑Does Not ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R R ;❑Complies [FR1712 above 105 OF or chilled fluids ;❑Does Not below 55 OF are insulated to R-3. . ❑Nat Observable 'DNot Applicable ...__............._ ...._........_..__._.__..._.__.- _...-........-____.._._..................__.._.. __. _.____, w.,.........1 403.4 . Circulating service hot water R- R-_ •❑Complies [FR18]2 ,pipes are insulated to R-2. ❑Does Not ❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are;, ❑Complies [FR19]' installed on all outdoor air ❑Does Not intakes and exhausts. ❑Nat Observable ❑Not Applicable Additional Comments/Assumptions: 1 i High Impact(Tier 1) 2 Medium Impact[Tier 2) 3 ;Low Impact(Tier 3) Project Title: Estrada Residence Report date: 09/27/16 Data filename; C:\Users\joe\Documents\REScheck\Estrada,rck Page 5 of 7 _.__....... ...................__ Secfiion i # Insulation Inspection Complies? Comments/Assumptions & Req AD �..._.._ 303.1 All installed insulation labeled or ❑Complies [IN13)2 installed R-values provided. ❑Does Not w ❑Not Observable Applicable— Additional pplicable _._Additional Comments/Assumptions: 1 High Impact{Tier 1) 2 j Medium Impact(Tier 2) 3 I Low Impact(Tier 3) _._._.._._.._...................... __......._.. a..._ _.__. Project Title: Estrada Residence Report date: 09/27/16 Data filename: C:\Users\joe\Documents\REScheck\Estrada.rck Page 6 of 7 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions d & Req.ID 402,4,2, Building envelope tightness ACH 50=_ ACH 50=^ ❑Complies 402,4°2.1 verified by blower door test result ❑Does Not [FI17]1 of&It;7 ACH at 50 Pa.This requirement may instead be met []Not Observable via visual inspection,in which ❑Not Applicable ,case verification may need to j occur during Insulation I Inspection. ` 403.2.2 Duct tightness via post- _cfm cfm .❑Complies (F14]1 construction with maximum []Does Not &7. leakage of 8 cfm to outdoors,or 12 cfm across systems.For -[]Not Observable rough-in tests,verification may '❑Not Applicable need to occur during Framing Inspection, with maximum i leakage of 6 cfm across systems and 4 cfm without air handier, 403.1,1 Programmable thermostats ❑Complies [FI9]2 installed on forced air furnaces, ❑Does Not �? ❑Not Observable :❑Not Applicable ........._........__....._......__ _ _ -...._. _ _._..._.._.................__.... 403.1.2 Heat pump thermostat installed :❑Complies [FI20]2 on heat pumps, ,[]Does Not '❑Not Observable . ❑Not Applicable 403.4 <Circulating service hot water ❑Complies [FI11]2' systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 401.3 'Compliance certificate posted, ❑Complies [F17]2 ;[]Does Not ❑Not Observable ❑Not Applicable -- ._.......................... _.__ 303.3 Manufacturer manuals for ❑Complies (FI18]3 mechanical and water heating ❑Does Not equipment have been provided. :. ." ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: ____..... __... _.___._........_._..... 1{High Impact(Tier 1) 2 1Medtum i Impact(Tier 2) 3 ;Low Impact(Tier 3) Project Title: Estrada Residence Report date: 09/27/16 Data filename: C:\Users\joe\Documents\REScheck\Estrada,rck Page 7 of 7 2010 New York Energy Conservation Construction Code Energy Effidency Certificate f . Above-Grade Wall 19.25 Below-Grade Wall 0.00 Floor 39.00 Ceiling/Roof 39.00 Ductwork (unconditioned spaces): Window 0.30 Door 0.43 Skylight 0.42 Heating System: Cooling System: Water Heater: Name: Date: Comments I V � J--r NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION JIM DEERKOSKI,PE 1-114"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE phone: (631P98-71I6 JOINT DESCRIPTIO NOTES _ When a collar tie is used in leu of a ridge strap,the number of I Od common nails required OTY. SPACINGBUILDING HEIGHT - CONSTRUCTION NOTES: in each end of the cellar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOP PLATE IU WALL•4-Bd COMMO RAFTER TOE•NAI 1).The Information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SD.Ff.OF CONSTRUCTIO CEILING JOIST 8'WALL:3-8d COMMON EACH intent and framing details.They are intended as a construction ofd,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAI TO TOP PLATE 10'WALL:4-8d COMMO JOIST for generally accepted good building practice and compliance with current New York accordance t0 table 3.3.When a rafter of truss do not fall In Ilse with studs below,rafters PRESCRIPTIVE A5 PER N.T.S.RESIDENTIAL CONSTRUCTION LADE AND ' State building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wall top plate and the wadi top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE - DESIGN CRITERIA CURRENT SBC HIGH WIND mI710N WOOD FRAHE CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAP AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOO PLANS CROSS SECTION AND GENERAL NO7E5 OVER PARTITION WFCM-SBC LAP NAIL EXT.BALGONIE6 40 2).The General Contractor is responsible for ensuring that all work and construction 3).WALLS above an ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets curtest re to b,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a Floor level shall be attached with with connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE IO r These modes era to be considered as part of the specifications for this building and accordance with table 3.36.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER 2-Btl COMMON END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END /LIVE LOADS PSE) P 9 ROOMS(OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(SLEEPING) 30 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: _ STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL GAURDRAILS(ANY DIRECTION) 200 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES QTY. SPACING precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to he spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMOls PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATEFOOT SEE NOTE:1 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE (ROOF-FOUNDATION) DETAIL PAGE GENERAL NOTE AGE INTERSECTIONS 4-16d COMMO EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabreded fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE r or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel an the extedo SND 2-16d COMMO O.C. NAIL Sym.: E attached with 8d common nails at 6'o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SEE FLOOR PLANS L 7).The General Contractor is to consult with the owner for all built-in Items 1/2 Inch gypsum wallboard on the interior attached with 5d cooler nails at T o.c.at panel HEADER TO 16'O.C. FACE such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordancewith the length requirements specified HEADER 16d COMMON ALONG EDGE NAIL !SMOKE 7 CO2 DETECTORS) in table 3.15a-b. LFLOOR OR BOTTOM 2-16d COMMO PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken Into account during construction. E TO STUD _3-16 dCOMMOPER 2x6 STUD NAIL ENERGY CALCULATIONS ESCHECK 6).NPE II EXTERIOR SHEARWALL CONNECTIONS: M PLATE TO OFOUNDATION NOTES: Type 11 exteriorshearwallsshallmeettherequirementsoftable3.15a-b times theappropria IST,BANDJOIS -16dCOMMO PER FACE NAIL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA N N1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors In table 3.16. FOOT SEE NOTE:1, FLOOD T OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7),INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when _ LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to res[on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi)interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES ON. SPACIN 20 LBS. B SEVERE 3 FT. ODE SLIGHT T E 11 NONE 2.4.4.2 and 2.2.4 respectively. T , TO HEAVY MODERATE concretede 112�or masonry wails ansion occu ng materialnt extteriorr or unheated te interior areas.labs and SILL,TOP PLATE OR GIRDE 4-ltd COMMON PER TOE JOIST NAIL E e).coNNEc7loIJSARouNOF>(TERIOIZwALLOPENINGs: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall 2-Bd COMMON NAIL SPACING NAIL SPACING AT INTERMEDIA �^1�, with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES W be installed with tF4 re-bar,18'long at 12'o.c..Use approved epoxy for installation. 3.5. 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.L.Concrete to be BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIEL Poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: TO JOIST 2-Bd COMMON END NAIL 4'PERIMETER EDGE ZONE ltd COMMON @ 6°O.0 ltd COMMON @ 6'O.C. SEE NOTES:1,3 Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE Bd COMMON @ 6'O.0 ltd COMMON @ 12'O.C. SEE NOTES:1(BOTH FIELDS to be minimum 3-112 Inch thick.All fill to be compacted to 95%relative density with 3-16d COMMO NOTE:2 FOR PANEL FIELD 6°maximum lifts(layers). anchored on top of the beam of slope connectors shall be attached to each rafter)be SILL OR TOP PLATE BLOCK NAIL along ed open ceiling part uithe building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS ltd COMMON @ 4'O-C_Bd COMMON @ 4'O.C. SEE NOTES 1,3 L 8).Crawl spaces to be atprovided with r minimum .B'x24' are access opening.Install one attached with the above requirements. TO BEAM 3•18d COMMO JOIST NAIL 0 8x16 cast iron foundation vent for every 15D sq.ft.of area. NOTES 7).Dampproof exterior of foundation with bituminous wading as per DECK AND COVERED PORCH NOTES: JOIST TOBELAEMGER 3-8d COMMON JOIST NAIL PER TOE �• A N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1 BAND JOIST 3-16d COMMO PER END A' the below grade portion of exterior walls prior to balling. All fasteners,hangers and anchors to be galvanized or stainless steel. TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feel on each side of the roof peak, l the 4 foot perimeter edge zone attachments required shall be used. BAND JOIST TO: PER TOE NAIL V) 8).Drainage as per town and N.Y.S.Residential Construction Code. Girders Girders for deck joists to be bolted to each post with washers and nuts. 2-18d COMM O Girders on concrete fors shall be anchored withproper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 (A FRAMING NOTES P g 2). framing 12 inch o.c.nail spacing assumes it spacing attached to caftan truss framing members with G>0.49. Into concrete with a minimum 112'die x 7'Ion anchor bolt with washers and nuts. ROOF SHEATHING: For framin members with<0.42<G<0.49,the nails acin shall he reduced to 8 Inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Win g g NAIL NAIL 3.Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For i ).Posts supportingirtlers shall be anchored to a 12°x12'x12'thick concrete footin JOINT DESCRIPTIO Edition Wood Framing Construction Manual. QTY. SPACING ) P 9 9 9 Use a minimum 112'die x T long anchor bolt with washers and nuts.Footings Shall be 3 ft. framing members with 0.42<Gc0.49,the nail spacing shall be reduced to 3 inches o.c. below grade.Porches with severed roofs shall have 12'dia.concrete piers for the girders. STRUCTURAL PANE Bd AS PER TABLE 3. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR WFCM-SBC - WALL SHEATHING REQUIREMENTS FOR WIND LOADS: C C t, Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIAT O` E w SHEATHING LOCATIO NOTES r On 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIEL t�� E`RL "r otherwise. Ledger to be fastened to building with 112'dia.bolts with washers and nuts JOINT DESCRIPTIO OT. SPACING SEE NOTES:1,3(BOTH FIEL �` ' 'I 4'EDGE ZONE Bd COMMON @ 6'O.0 ltd COMMON @ 12°O.C. NOTE:2 FOR PANEL FIEL where needed. GYPSUM 7'O.C.EDGE �� 2 �� 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.F. WALLBOARD 5d COOLER 10'O.0.FIEL INTERIOR ZONE ltd COMMON @ 6'0 ltd COMMON @ 12°O.C. SEE NOTE:3 Rt Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. _ openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: ref. y*.•tr W openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall ) joistspP 9 _ NOTES 'i openings between 4'1 and 6.0 and 2x6 wall openings between 5'11 and 8'9.Provide fi t'All ).to be supported with hangers and anchors.Each Joist shall also be anchored to girder(s). JOINT DESCRIPTIO NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. r ='� Z and blocking where applicable. QTY. SPACING 5).All gush beams/headers to be installed with heavy duty galvanized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building S RUNELS AL W COMMON ASWFCMPER ABLE 3 be For awall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall PLUMBING NOTES anchors where applicable to all connecting Joists. 7/16"OSB 3°O.C.EDGE � V PLYWOOD 6d COMMON 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with FO O 7?- 6). 2 6).Double up floorjoists under walls that run parallel to the floorjoist and under bathtu 9).All water supply,drainage and venting to be installed as per N.Y.S.Residential G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. p Q. Floors to have ceramic Its installed shall be verified for proper load capacity unless not entrust on Code. GYPSUM 7°O.C.EDGE Sd COOLER • on plans. WALLBOARD 10"O.0.FIELD 3).Far exterior panel siding, 2).Verify septic system with the Engineer far Suffolk County Health Department approval. ) p 9.9alvin¢ed box nails shall be permitted to be Substituted for common nails. F $$ 7).Provide blocking/bridging in floorjoists at 8'0 o.c..Use solid blocking in floorjoists FLOOR SHEATHING: NOTE: t under all bearing walls. 3).If wail studs,plates orjoists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to prated and secure the structure.Verify with the I QTY. SPACING Estr 8).Provide Insulation baffles at save vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitt • STRUCTURAL PANEL 6'O.C.EDGE EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. xe9 e ^' needed. VOR LESS ltd COMMO 12.0.0.FIEL HVAC SYSTEM NOTES 1).PROVIDE 518'TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor Is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. COX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF 2350 Deep HolNY 1952 10).Unless otherwise noted use 3/4"thick TBG PTS Fir or Advanlech plywood subfleo MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED Mattih¢k NY 11952 2).HVAC subcontractor is to fully coordinate all system data and requirements with the Rreblockin shall be provided to M off all concealed draft openings both vertical and horizontal adhered with PL400 adhesive and screwed to floorjoists.Finished Boor to be installed 9 P ( ) equipment supplier- and to form an effective fire barrier between stories,and between a top story and the roof space. over suhflcor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing ).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6'on-center at the panel edge.If wall sheathing Rmbloddng shall be provided In wood-frame construction in the following locations. D-: P-J. : 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls a ontrector and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 9,27.16 rss Tor cram ceilings and over furnace to have 518"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural - 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor to have regular 112"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall he allowed as fimblocking in walls constructed 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected larch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 73).All sill plates and wood in costed with concrete to be pressure treated.Sill plates t ),Install Smoke detectors and Carbon Monoxide detectors throughout as per section R31 to be reduced tot-16d nail perfoot drop ceilings and cove ceilings. be installed with a foam sill gasket and cop-r-tex termfte shield or approved equal. of N.Y.S.Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs shall comply with N.Y.S.Residential Code. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of Norio Sc - flame and products of combustion. nue: , 6rauCraanL NOTES 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. 6h- S1.8 WIND. LOAD PATH CONNECTION AND.CONSTRUCTION DETAIL DRAWINGS = USE TFIE FOLLOWINGS OR APPROVED USP,METAL CONNECTORS,FOR PROPER"WIND"RESISTANT CONSTRUCTION.FOLLOW"'MANUEACTl1RE�$RECOMMENDID INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.: - . JIM DEERKOSKI.PE 4•HA1L - - Phone 6311298-7116 - - 4"MAX; .4'DIA.MA)(IMU 4'DLC MAXIMIM - POST jPOSTlCOLUlMN CONCRETE FOOTING - - - - DECK POST EEG.CONNECTION " DEGK/PORCN'f2AILINCs ILOCATONI USPNUMBER I DESCRIPTION I . APPLICATION STAIR RAILINGS POST-TO-GIRDERIHEADERCONNECTION 4X4POST PAU44ORWE44POSTIBEAM ANCHORAPPLYTOEACHFaonNG. USE MIN.(213/2"DIA.GALV:BOLTS WITH WASHERS AND NUTS. - 6X6 POST FAU66 OR WE66 POST f BEAM ANCHOR APPLY TO EACH FOOTING • I-1/2"SPACE - ' MINIMUM HANDRAILS _ - - - GIRDER - - _ POST GIRDER/HEADER BALUSTERSPI RIMIDECKJOI CONCRETE-- - - ' - _ POST/COLUMN N N _ OPEN"BALUSTER ATTACHED TO WALL HANDRAIL'CONNECTION ALL HANDRAILS S14ALLBECONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADERIGIRDERTO-POSTCONNECTION OF THE STAIRS.HANDGRIP PORTION OF ALL HANDRAILS" - - - - - ILOCATIONI USP NUMBER I DESCRIPTION APPLICATION - SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN - USE MIN.(2)1/2"DIA,GALV.BOLTS WITH WASHERS AND NUTS LY _ CROSS SECTIONAL DIMENSION.OR THE SHAPE SHALL (2)BEAMS PAU44 OR WE44 POST I BEAM.ANCHOR APPLY TO EACH PIER - r PROVIDE AN EOUIVALENT GRIPPING SURFACE GIRDER/14EADER TO POST/COLUMN CONNECTION (3)BEAMS PAU66ORWE66POSTIBEAM ANCHOR APPLY 70 FACH.PIER - - - - - - W ' - - FLASHING TUCKED UNDER TOP PIECE OF SIDING AND _ - - - LAPPED OVER FIRST CONTIN. T__ GIRDERMEAID - PIECE OF SIDING BELOW UNDISTURBED.SOIL /- 1/2"DSA.LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY'ON O UNDISTURBED SOIL(ORGANICS REMOVED) i CONNECTED TO BLDG.Ca16"OC LEVEL BASE ~� FIT CONSTRUCTION TUBE AND PLUMB ^, STAIR TREAD - POSTICOLUMN - kil - FILL AS PER MANUFACTURES'INSTRUCTIONS - - "N " RIM BOARD FLOG A FRA _ " [3 =.11 MING N 2x JOISTS III III�I _ _ SII III "(/) STRINGER III III III.,_III,III IN III 111,,,111„ _ - BLOCKING FOR JOIST HANGER POST-T0-GIRDEPJHEADER CONNECTION LAG BOLTS 4 , .LOCATION- USP NUMBER' DESCRIPTION. "APPLICATION RIM JOIST-/8Z - _ - 4x4 SOLID COLUMN PBS44I PME441 KC44 POST CAP ANCHOR APPLY TO EACH COLUM �'" DISTURBED /POOR SOIL - - - bx6 SOLID COLUMN PBS651 PME55I KCB5 POST CAP ANCHOR APPLY TO EACH COLUM LAY 4-6"LAYER OF CRUSHED STONE OR ' STRINGER TO DECK/PORGH CONNECTION HOLLOW COLUMN SIMPSON STRR112 H.C.ANCHOR APPLY TO EACH COLUM GRAVEL DECKlPORCH LEDGER CONNECTION LEVEL AND COMPACT BY HMO "LAY PLASTIC BASE ON COMPACTED GRAVEL - - - LEVEL BASE I FIT CONSTRUCTION TUBE AND PLUMB - - - 1 11\� FILL PER MANUFACTURES•INSTRUCTIONS -E TUBE. . = -11- I I I III„III,III I I III I III I .II WOOD JOIST - _ - WOOD JOIST ”JOIST "BLOCKING GONG:PIER FOOTING" ( F N E rW BIGFOOT SYSTEMS FOOTING FORM GIRDERMEADER IN ACCORDANCE WITH SECTION 403 OF N.Y.S.RESIDENTIAL LODE THIS DESIGN '1 " WOOD JOIST - WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED S " GIRDERMEADER" - AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT n �•- - - - - - PRESCRIBED IN THE LODE. THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THS PRODUCT Estrada ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICSO EVALUATION SERVICE REPORT . r `i LLI 'FLUSH JOISTS WITH"HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. 7: .fs^ "Residence ALLJOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH . SPLICED JOISTS OVER HEADER/GIRDER SPLICED JOISTS OVER HEADERlGIRDER >s THE PROPER STEEL CONNECTOR. - - PROVIDE BLOCKING BErWFEN JOISTS THAT ARE SPICED AND IF ABLE,SET FIRJOISTS APROK 1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION - USE WITH RT1O TYDOWN ANCHORS - - - Al Al - n a• ry ' TO ALLOW FOR SHRINKAGE. JOIST 70 GIRDERMEADER - Ri10 TVDOWN ANCHORCONNECTTO EACH JOIS - _ CPO O p 7 Z� P� 2350 Deep Hole Drive Mattituck,NY 11952 DECK&-PORCH NOTES:" NAILING SCHEDULE 1).Unlessolhervdse noted,all framing material to be 01 ACQ prassae treated lumber. - - NAIL NAIL Dare: Revivon: - All fasteners.hangem and anchors to be galvmaed'or staff dens steel. pTY. BPACIN JOINT DESCRIPTION NOTES " _ 9.27.16 '1—For Permit 2).Girders for deck joists to be bolted or anchored to each post ar 0iervvM washers and nu - JOIST T.O:. 4-ed COMMON PER TOE - - Girders on concrete piers shall be anchored with proper steel connectors anchored SILL TOP PLATE OR GIRDE - - JOIST 'NAIL- " into concrete with a hmmmham l2"ma i7"leng anchw.bot with washers and cods. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRRIIDON 2-Bd COMMON END' NTOE AIL GROUND WIND SEISMIC FR VIR ICESHIELD' 3).Posts suMoyf ng gibers shall be anchored m a 12"xlrxlr thick concrete ladling. FLOOD - BLOCKING EACH "TOE Use a minimum 1Ir div x T Iorlg arbor boltyn h washers and mars.Feotmgs Shan SNOW LOAD SPEED DESIGN THERIN LINE" TERMITE DECAY- DESIGN UNDERLAYMEN HAZARDS TO JOIST 2-Bd COMMON END NAIL . - ase 4 below grade {MPH) CATEGORY DEPTH TEMP.' REQUIRED- " - 4):Deckla(sts to have hlakin9 at B'6o.n. . MODERAT SLIGHTTO BLOCKING TOi -EACH TOE . 3-16d COMMO 20 LBS.. 120' B SEVERE 3 FT. "11 NONE SILL OR TOP PLATE BLOCK NAIL " TO HFAW MODERATE LEDGER STRIP. EACH -FACE - 5).A Mnimtan of 101nch flashing shag be insta0ad between dre bmMirrg and ledgers - : 70 SEAM 3-16d COMMO JOIST NAIL ' Ledger to be fastened to building with lrZ'=boclish=washers arld nuN. " " - JOISTONLEOGFR "PER TOE at 16'o.c. - - TO BEAM 3-Bit COMMON PER NAIL - - . - - - _ - NOT TO SCALE - 6).Concrete Piers shall be"a mbdmlan 6'above grade. - - - - - 'BAND,MIST, - 3-lad COMMO PER END - Tick " - - TO JOIST. JOIST NAIL " . - STRUCTURAL DEMI 7).Affjoists to be supported with hangers and andwrs.Each JoMtsfallalsobeantlmred - BAND.JOIST"TO: 2-16d COMMO "PER TOENAIL " . lo girder(s). - - - - SILL OR TOP PLATE .FOOT ' - Sheec /� " S 1.6 WIND 'LOAD, PATH -CONNECT-ION AND CONSTRUCTION DETAIL DRAWINGS . USE THE FOLLOWING.APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT'CGOOD CONSTR=TION-FOLLOW MANUFACTURE'S RECOMMENDED.INSTALLATION INSTRUCTIONS TO AC41EVE,ilAXIMUM UPLIFT IAAD CAPACITY; _ - - JIM DEERKOSKI PE KING STUDS ! . \ 1 1 RAFTER'- :-fl �. \\ I WALL STUD •� ENDWALL I CRIPPLE STUB. ' BOTTOM PUtTE \. RIDGE - _ BATHTUB . _ - HEADER I' LEDGER `'�;�r \ - I - DOUSLEJOIST slaexgLL . JACK STUDS LFII . RAFTER FLOOR USP NUMBER DESCRIPFION. APPLICATION - I .I .R '", ikAl � . HOLD DOWN CONNECT TO I SIDE OF ALL CORNERS t "�jJ' 3 - . '1ST. ADSS -ANCHOR' TO FOUNDATION W/ANCHOR BOLTS - - - 1 BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT - - CONNECT TO I SIDE OF ALL CORNERS ON LOCATION' USP NUMBERI DESCRIPTION _ APPLICATION LOCATION USP NUMBER DESCRIP710N APPUCATION RAFTER SIZEUSP NUMB DESCRIPTION. APPLICATION' SUPPORT EACH WALL RUNNING PARALLELWITH THE FLOOR - - HOLD DOWN BOTH 80T.PLATE OF 2ND FIDOR ANQ TOP JOIST DIRECTION WITH(2)JOISTS.CINDER WALL.' D' �� ANCHOR PLATES OF 18T.FLOOR.CONNECT THROUGH- ALL OPENINGS -LS7Al2 1-1/4S¢72'20ga,STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/472i`20ga STRAP APPLY OVER RIOGE70 EACH RAFTER, Zx&2x8 LS26 ,1@Ga.SLOPE W WGER APPLY TO EACH RAFTERL LEDGER, FOR JOIST HOT DIRFLTLY Uh'OEi1 PARALLEL WALLS,PROVBIE- .THE FLOORS TO EACH OTHER W1 THREADED ROL) ALLOPENINGS RT30R RT7TYDOWN ANCHOR APPLY TO EACH CRIPPLESTUD - 2X10 .LS2f0 .I18ge:SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING 024"OC - - - WALL STUD_ fill VENTS SELEC�TEDAN0\ \ LOCATED BY CONTRACTOR METAL STRAP - - .✓ _. - - CRICKET AT TOP-SIDE OF VENTILATION CHANNEL - . RIM BOARD I CHIMNEY. - - 'RAFTER `•`•` - -AS REQUIRED _ SILL PLATES) WALL SHEATHING \\ RAFTER$: - MAINTAIN I! _ ., '--, •, SIOEWALL FLASKING - ( VENTILATION WDODJOLST FOUNDATION - _ TOP PLATE `I 1 I BLOCKING I /� _ 'iINSN WALL AND MOISTURE - - .• )I 2x4 LEDGER BLOCKING _ V/ .STAFFING TO BE ATTACHED TO WALL STUDS 04810C - -BARRIER TO LAP FLASHING• - Ih - 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENINGJACK STUDS - AT WALL--MAINTAIN GAP _ - .ATTIC SHALL BE PROVIDED WITH A FASCIA I - NG FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ! BETWEEN WALL FINISH AND NOTLEMINIMUM THAN 1NET /150 OF T14E AREA ROOFING TO AVOID SOAKING WALL STUD_ NOT,I PAC THAN LLAT OF THE AREA OF - GUTTER V/ IN 4'0'O.C. // - THE SPACE VENTILATED.ALL OPENINGS WOOD GRDER .( A' 4'-8' LSTA24. 1-1/4'SQ4"20ga.STRAP AND JACK STUDS SHALL BE COVERED.WITN CORROSION- - 1 CONTIN.SCREENED VENT t • _ ON ALL OPENINGS PROVIDE HEMMED EDGE�AT _ _ RESISTANT METAL MESH WITH MESH I COMM.SOFFIT/EXT.PLYWOOD , FLASHING TO FORM CHANNEL _ OPENINGS OF li INCH IN DIMENSION. - INSTALL41WO.C. .LOCATION USP NUMBER - DESCRIPTION. APPLICATION SOFFITEDEAVE 1 8"-14' LSTA30 1=114'x30"18ga.STRAP AND JACK STUDS ,AND SO AS 70 MADRAW AW ON ALL OPENINGS —GAP TO PREVENT CAPIJJsRY 4"-B'RAFTER RT70 10.314"z 1Bge.TYDOWN ANCHOR ECAOCH RAFTER , 1 _ PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND IRSFALL4VO.C. / ACTION' CONNECTTO ROOF VENTILATION I OVER BEARING WALLS AND HEADERS. 14"-18" LSTA36 1-1/4'SCi6"16ga:STRAP AND JACK STUDS 8'-12"RAFTER RT20 21-118'x 20ga.TYDOWN ANCHOR ON ALL OPENINGS _KEEP ROOFING NAILS OUT EACH RAFTER bOFFITEDEAVE DETAIL OF FLASHING" _ ^' 2ND..FLOOR WALL V! - f ROOFING UPS BASE \ L "FLASHING 4INCHES - RAFTER \ - LODGE CAP OF SAME - \\\ ,BASE FLASHING WRAPS CORNERS, i .A / EXTENDS UNDER SHINGLES AT K41LEDMATERIAL AS ROOFING V' . / \\ SIDES 41NCHES AND LAPS NAILED TO SHEATHING SH ENGLES AT BASE MIN.4INCHES THROUGH VENT WOOD JOIST -Q O �-- . y - TOP PLATE GIRDERINEADER' SIDE.WALL FLA -swimCs / WOOD JOIST � N 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC f - \ AND.ALL WINDOW/DOOR OPENING TACK STUDS f METAL FLASNRIG AT ALL PAVES.'SIDEIUALLS, _ WALLSTUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION. APPLICATION AND R4KM-PROVIDE HEMMED IDGE-S 80 RAFTERS - N AS TO FORM DRAINAGE CHANNELS AND INSTALL 4YY.O.C. _ 4--8" LSTA38 1-1/4°x38"1 STRAP'ANO JACK STUDS "PREVENT CAPILLARY ACTION ���ETE CATION- USP NUMSER DESCRIPTION APPLICATION KEEP SHEATHING MIN.1-I/2" ega. PRE-MANUFAL7URED ON ALL OPENINGS - ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE- WITH RT75 -TYDOWN ANCHOR CONNECT EACH RICE VENTFOLDS FROM PEAK TO ALLOW FREE THE PRO STEEL[ONNELTOR. INSTALL 4'0'O.C. - RAFTER TO PLATE OVER RIDGE TO _ _ e'=1G MSTA48 1-114"x48"MS..STRAP ANQJACK STUDS - CONFORM TO SLOPE AID PASSAGE IF ABLE,SET FIR SOSTS APLLOX-1/Y HffiHER THAN L H CONNECTOVER 70 ALLOW FOR SNRONNAGE,C REDUCE SUMP < OF ON ALL OPENINGS TEhVALL SPTH4 STUD PLATE ANCHOR OF ROOF - - C� PLATES TO EACH STUD DBL.SILL PLATE �v _ TERMITE SHIELD / f —eUBFtO Q SILL GASKET - I WOOD e Q- . TYP.CONIC.FOUNDATION L n EOPREN CONIC.SLAB _ - _ - NGASKET E - - I 2x6 OHi is 9 ' 6MIL.POLY. 73 DAMPPROOF EXTERIOR EMIL POLY ON EXTERIOR y GRANULAR FILL- ` ' STEEL COLUMN •A. .0^ 4 r" _ 1 ROOF JACK •5 CONIC.SLAB °n.a _� // I I I I� STEELEB COMPACT FILL ° > - �/'4°x 114°x n L v ROOFING LAPS i TOP AND KEYWAY FOOTING v r! e FLASHING AT -�� - - UATH IR'x 6" .`'a CONC.FTG.." •a G'a -G>' USE WITH 3x33OUARE WASHERS' :SIDES AND TOP I;V GROUT a 4 ANCHOR BOLT CONNECTION (USP LBPSSBORBP583) p REINFORCING BAR - - FOUNDATION 518'DIA.ANCHOR BOL 13°STEEL COLUMN ' GRAIN TILE a ? - - I ANCHOR BOLT CONNECTION !10 KIPS I - SUPPORTIN MAXIMUM SPACING FLASHING UPS _ I _ - SILL PLATE TO FOUNDATION ROOFING AT BOTTOM _ - 'CRAWL SPACE OR FOUNDATION 1 STORY T2'OC - _ - TYPICALLONG.FOUNDATION.APPLY.PILASTERS SILL PLATE 70 FOUNDATION z sroRlEs 36•oG TYPICAL BEAM;DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. MDL 3"STEEL COLUMN ANCXORED TO 24"z24"xf2",LONL,,FTG. CRAWL SPACE OR FOUNDATION Ii $TEFL BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATIO y2 STORIES 57"OC ( ' esi enc , fSLA N-GRADE ROOF JACKS VENTS DETAIL Residence I SUSFLOMR CONC.SLAB - DOOR FRAME. . SX610MOWWM - / G 2AF2,4rsE_I ! �� COMPACT FILL_ - DOOOO I �� "-'TDA - 2350 Deep Hole Drive _ USE 2X8 - _ STEEL SEAM Mattituck,NY 11952 FOR BLOCKOUT ( - �� d°61A0 °Y •SLOPE . P.T.PLATE_ _ W/6X6 WMM >° 4'DRIVBIIAY� NOTCH JOiSTAND ADJUST XLTGHT - 1/2"AIRS ,° L o •1 VJ'; _ i - (WITH A NAILING PLATE IF NEEDED) Date: Revision:. ATENDAND +" •4 TO BE APEX.fir OR HIGHER THAN 9.27.16 Issue Fir Perrtnt . DES OF WOOD t o a ' 4 6. r STEEL BEAM TO ALLOW FOR SHRI I AGE - GRADE ayf,o_-.._�'•__ __ a . �, BEAMS - > 'o°n - '•' 6X8 W.W.M. >• 4 i (PROVIDE STRAPPINGTO KEEP JOISTS ALZMED) . 1Y a ip 4 4 G/• ° o.>-•°e''°`- �SUBFLOOR . MIN. ✓r NOTCH BEUAL5 A M D OF BEAM ED--MAXIMUM .>, . '> - - . a REINFORCING BAR I. ,I _ ' REINFORCING BAR - e"> "I,-II �JOLST ' bRAINTILE 1_ _IS - SHEET METAL/900 FELT UNDER BEAM AT POINT °e. 12 ! _ „L �• - _ 3 OF CONTACT WITH CONCRETE OR CONC.BLOCK A-' STEEL SFAM SF TO BEAM) •_ TYPICAL CONIC,MONOLITHIC-FOUNDATION,REINFORCE WITH(2)!4 REINFORCING BARS i - 'THICHEN SUBS BEHEATH BEAMO WALLS AND COLUMNS, SHIMS TO LEVEL BEAM - . _ I' REINFORCE FOOTING WITH(21-4 REINFORCING,BARS, 3'MINIMUM BEARING SURFACE FOR WOOD BEAM - . GARAG=E DOOR BLOCKOUT G-Ay �{ _ 'sale: . _ 13EAM POCKET _ _ _ - I _ - _ NOT-SCALE - . - STRUGTLRALDUAILS _ sheee S1.5 JIM DEERKOSKI PE 4' Rhone (631)298-7116 @ '; L 1l �: DR GAWANIZED I � � ,; 1'll) p WASHERSFrO.c rr Irl I7 J 11 I , i `_III a 11r MA PATm SMFAT11BiG F F L t r I CdL10E RYWOOU ` D.S.B.) 1 1 f• , " Vr Ara warm sHEAmINc I ) j it 0a I j )I 11 GwaOEr (PLTERNATIVM.TIVW':]/16'OS.B.) E _ 77 II II L r (I � I •u o l I amsruNLEss srEEL — WDODscEsW/ ��( ii ' I` I I Ij ^` Q WASHsNs t$12.O.c x•°wsrt.a cn,-ro,saxve,oxn (I '' ^) ( f^�1'1 WINDOW 9LL TT1 ff i i I j 1,-111 I'� yv F OCL=7 -------- _- 1}, ,..v ----------- ----------- ------------ - " � 1 - --------------- i�l' II 4-+ I 'I ii i a; t I ia! II i 1 1j I I I i !, cV EATAPLYWOOD sHEAm wc N E W YO F' DEER 'QIr 2X4 DFa2 LLQd 1 i t ' I I I l DW 00 SOi vI/ V 'Y Ir o.c ®MULTtFLE PLYWOOD ASSENIBUES pROFESs� Estrada 2-2X4 DFa3 STUDS CONNECTED Residence 4NZEDTOGETHERYYUH LTSw555TEEL 00.GAIVND NVr BOLTS W/WASHERS PND NUTS @ 2'-0.O.0 ) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 2350 Deep Hole Drive MnBituc$NY 11952 AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" Dma: wma,J_ AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 92726 1..rw P—h COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. sde " NorroSuLE Tele STRv=NR DETAILS Sheee C I.7 DFOLEY FIORE [EC[ED'V[E DD ARCHITECTURE OCT - 5 2016 BUILDING DEPT. 31 6 Cambridge St. Cambridge, MA 02141 TOWN OF SOUTHOLD 6 1 7 5A 7 8 0 0 2 Roo( J L3" 13" I I I I I I I I j Masfci Odhroon 202 I Ir -----r--- I I ESTRADA RESIDENCE I I ExILI —Pllnzh q and Piafurr.9 to Penoin — ICU I I 2 oor I a ----- ------------------------- — --- ---- ---- --- -- ----- -- ----- — 1 ------------------ . ------I -------- --------------------------- F. _ . . ._ . . . . . . . . .. . . . . . . . . :. . . . . . . . . . . . . .- - - . . . . . _ . I 0 Dee Hole Drive __ .-_ ._ • 235 p I 6uc-,0 Odhroon/10 I I r----r--- P� of NElyy Mattituck, NY 11952 4, �' t`S3Eit 2 1 ' i. Bath ( K67+;t`ief7 � I I � i I C� � r: ���a° Cr #f'2` 3 3X3' i 1X3' 2-Lia' t ti3' €t 3' E tY2° 2 t 2' t t 2' f t 1' i_ 1 21 I I I m a 4 i? W Date: Revision: y { I I I Z `,;: to cP z { I I i ,L 9.28.16 Permit Add. I � it6 ,. Dctt I I i �,oRO°• +5t- ---- - -- --- = ---- -- --— - - - . - --- --- — ------EC'O. ----- F���1 --------- I �= 3 till" 3a• i t 2- 3-, /4 2„ 2„ — ---�— ----_��_-- -- ------ ---- -- ---- �_- -�_.__-- - --- ---- --- —- ------ ---- ---- ------ --------- ---- ---------- - ---- - - --- ---- ------ -G.O.— —— —— — — ——— build iq Pt in,4"Dioncfcr, per M.Mira Pifrh L-4 A .O. GO. Gioxl Sparc —To Piopoxd 5anifary 5ymlcn Scale: Not To Scale Title: PLUMBING SCHEMATIC Plumbing Riser Diagram 5'-0" 26'-5" 4'-72" 8'-6" 2'-6" 8'-6" 2'-32" (�( JIM DEERKOSKI, PE - - - - - - — — — — — — — — — — phone: (631)298-7116 I 'vI I I I I I I ` F NEwYO DEER * � J E J� a ;o I I �0 072 L ROFES _ I I CN M ALIGN 1 I I -Iq GARAGE r I I I I 9'-24" 9'-23" 5'-0" = 1 5"CONC SLAB,3,000PSI V I 1 w/6X6 WWM 2"UP FROM BOTTOM 4 I �3 2X8 ACO GIRDER u 3)2X8 ACQ GIRDER 12"dia.CONIC.PIER I I 0D ( 2" ' w 24"X24"X12"FTG. u I 0 1 V 3'BELOW GRADE Q I I `� I 5'-0" 1 1'-3" 9'-0" OD #4 REBAR x - - - - -j I I L — — AND AT FTG. I - - - - - - - t y- - - - - - - - - - - - - - - - - - - - 1 OI I i r u ° I I I ° I = ° I Lu I 1 I Iu ; I I 1 on o a I EXISTING CRAWL SPACE UNDERPIN 1 `'• REMOVE N 0 I 1 169 SF— AS REQUIRED EX.(VIF) O I — — — — — — — — — — — — N Z W ---------- --- - - - - - - - - - - - - - - � I ,a o STEEL COLUMN I r. I N N I I — w/30"X30"X12"FTG. I 1 v co I I ao I r - - � I r - - � r -I r - - 7 I - - - : I 0 II I 0)2X10 DF#2 GIRE ERI I I (�)2X10 DF#2 GIRD�R I 1 1(3)2X10 DF#2 GIRDER L _ .J J L _ —J L — J L _ _J I1" I I 1n n 1n 1" z 61-711 — 6-62 6-62 — b-7 6-62 6-62 Z I I I I u l I I I ° CNuj 1 0 ° LL (2)2X10 DF# I j LU LU I I I �,� 0 1 , U '�I I ( 1 LL X �Iv I , I 0 Z °' v >_1 ( I I o N 1 > o NOTE: x jI I I I o V 1 1 BOTTOM OF ALL SMART VENTS TO BE _ I INSTALLED V-0 ABCVE FINISH GRADE OF 1 I I I x I V) h INTERIOR OF CRAWL SPACE,TYP. N I �3 Z I I 7'_02-'" 7'-0" 7'-0" 6'-113-' 7'-0" 7'-0" 7' 0„ 1 Z — -� 2 i— — r— - 1I I I I.� (3)2X10 DF GIRDER IT2X10 DF#2 C11RdER (3)2X10 DF#2 IRDER FXl': 0 DF##2 GIRD R I(4)2X10 DF#2 GIRDER 3) 2X10 DF#2 GIRDEk I(3)2X10 DF#2 GIR ER 1 Z_1 L 7j II N Lu STEEL COLUMN 1 I a W) #4 REBAR I 1 w/30"X30"X12"FTG. 1 O @12"°C I --------------J J r ° Mb� 1 N I I� • AND AT FTG. _ 3 CRAWL SPACE CN IN I � 1,586 SF � I 110 r 49'-0" ° a '-� I Al 1 1 x I Iz I 14 M �� I I WALL 14 10'-0" STEEL COLUMN ^ 1 1 (TYP• NEW SMART)ENT 1540-511 IN EXISTING OPENING IN I I _ w/30"X30"X12"FTG. I I z I FOUNDATION BOTTOM OF VENT TO BE INSTALLED V-0" — — — ABOVE FINISFGRADE OF INTERIOR OF EXISTING CRAWL I L — — — — — — — — — — — — —� — — — — — — 1 1(3) 2X10 DF#2 GIRDERr I I I(3) 2X10 DF#2 GIR E 1 • 4 I> o 1 SPACE,MODIFY OPENING AS REQUIRED,TYP. I O I . = . = . = Iad in o Q - - - - - - �EWSMA3RTVENT- — - - - - - - - - I� h NEW FLOOR EXISTING FLOOR EXISTING PORCH 1540-511 O _ I L _ � I— _ J _ J I I o I 7'-b" 7'-68" 7'_68" 7'_6" 3 ^ rile I 0 1 rlv I IZ C14 C4 U POST DN TO LOW GIRDER r I U ° °0 . ' .' • ' ' UP 11 8'-118 X 8'118" x in 10 ^ 1 I , , #5 REBAR, EPDXY INTO 1 r 1 I NEW SMART VENT N NEW SMART VENT I ' , ', ' L - - - - - - - - - - - - - - - - - - - - - -- - - — - - - - �(3)2X8ACQGIRDER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - •• ,' ' „ ' 4 E N _ _ __ _ I L 1540-511 1 1540-511 1 J 1 ' ' ' ' EXISTING FOUNDATION ' AT 12'” OC (TYP.) ( 2X8 CQ IRDER — — f I ' ' ° _ � � _ � — - -- - - - - - - - - - - — - - - - - - - - - - - - - - - ° L — ' • ,' , • , II 40-4311 91-011 . • n • '. • �. Yn Av A•a As A's Aa Aa Ae A n An A% A•a A•a A' As 18'-11 1" 31' 4-3" POST DN TO LOW GIRDER 4 u - 4 ,,, 4 O 1).8" PC WALL,DAMPROOF EXTERIOR.HEIGHT ABOVE GRADE III a ^N Estrada TO BE ADJUSTED FOR FINISHED FLOOR TO MATCH EXIST, w Residence „ � d b a H o #EX STING REBAR, INTO 2). 1'b X8 CONC.FTG.w/(2)#4 REBAR (TYPICAL)3 BELOW GRADE. III 00 C1`1 u Q o` CO....,' 12'-8" "IILAB(ADDITION: 4).VERIFY ALL NSDIMENSIONS WITH ARCHITECT )PRIOR TO c� ',-0" 7'-4111 7-4- 7-4-" 7-4- 6'-1-" ... OD CONSTRUCTION. III 22 22� 2 2350 Deep Hole Drive F F —I r —I F —I Mattituck, NY 11952 (2)2X8 ACQ GIRDER t_ _ (3)2X8 ACQ GIRDER 12"dia.CONC.PIER 1 — — w/24"X24"X12"FTG. 3'BELOW GRA Date: Revision: ® 09 Mar 2016 Issue for Pricing 1' 0" une 2016 Revised Pricing •- '- LEDGER BOARD TO BE FASTENDED 30 I $ TO BUILDING WITH TIMBERLOK® 8.22.16 Issue for Permit SELF-COUNTERSINKING SCREWS 10.06.16 Permit Addendun BY OLYMPIC MANUFACTURING POOL (2 SCREWS @ 32"O.C.) COORDINTAE NEW DECK PIERS WITH POOL DESIGN.CONSULT ARCHITECT TH 1� Scale: 1/4 IT = 1'-O" Title: FOUNDATION/FIRST FLOOR FRAMINGFOUNDATION/FIRST PLAN FLOOR FRAMING PLAN Sheet: S1 .O 1.......-...._........._................................ ..__,... Y.----,-•-__---_,.,,-------._-."...-----__----.._.,_... ,t FOLEY FIORE AR ' CHITECTURE E � 9 Cambridge, id 02 St. -^ Ca141 7 5e, • 8002 1..,.-__-......._...1 � � ( 316 Cambridge St. 1 c € it II j . ._ .� ......... _ _ Ji n:. _.._. ..(2 F 2...,.)_2X10 -D^ # „HDR, (3) 1-3/4X14 ML. .',. `' .........v. % --- I I I � ,• I I € f E LI== 2X8 DF#2 CJ Q (NON—STORAGE) ; w co W I g I:1 ;` co d wI { < E € f , p 1s i tt ,I €. _.-._... ....__ ( M r i IEi—f j I . ., . , DF#2 CJ TT -.....�. - .._... _- .� ! 2 2X8 HDR. „m EII ( ICO I , SEE DETAIL 2/8.0 FOR HEADER ELEV. ' I '� ;� QD Lal l E i ., r i _ � , .---„,_--- ------,------,--------",-,-'... _ d - - - — - - - - - - - , . C. 4 1-3 4X11. � (3) 1 1-7/8 ML HDR. (3) 1 1-7�/8 ML HDR (3) 1 1-7/8 ML HDR. 11Y (,.)1 /� -7/8 M�UPSET BEAM I _ f I 77 ^ ' I o - ` V ..... \ , - - ZL ........... .__.._.____.._.....+ ' 1F _ `h z ,. I I 1 1 1 x C? E -..,_.... ------------------,----... --.... -- ---- _ - - -..._.... ..,. - ---------_ ..- _.. _ .. -- — - i V , I __ . .. ... • � 12 � r _._... N , r 1 _ _ , N 3 2X4 POST 3 2X POST (3) �X POST (3) O ( ) � 1 4X1 1 8 ML i _. ... __. _ _.. _...»..................................... . .......,.......»...,...,.,...,......,,.,..,,,,.,.,...,,,.,.,...,. POSTy _.. _ ».». ..,,,,,,W,.,..,�................. - - - - - V + I, (3) 2X6 POST (TYPICAL) # E o hr ;E , I t , 04 ; , I I =,d E j +{ OPEN ,..,......... » u,w rn.,,v., .� ti .-.t I x l ! 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I C { I `' 1 Date: Revision: E f - - 03.09.2016 Issue for Pricing 3 1/2"X 1 1 7/8"WOLMANIZED PARALLAM ( 06.30.2016 Revised Pricing } I� 8.22.16 Issue for Permit ' i �EJAI IPp ui tT SECOND FLOOR FRAMING PLAN 1 � o � t� _ � �� OARoFE 72 N �' Scale: C 1/4" I -0 1/4" ^. �t r On Title: 1 SECOND FLOOR ' -� FRAMING PLAN Sheet: S1 . 1 I 4 4j j I I i E + i i f � k ' EEI _. H.D. S.H. 4X4X1/4 I I 3 ! I EYE BO STEBEL ) t j l 1/2" S.S. BLE I j 3 I 3 4X4X1/4 TUBE STEEL I I CONTINUE O FOUNDATION I i j c 9 4 �LA�TTICE I ; I ._.. _.....-----.._.__..._._.._..__.. . _,...._...._..._.._... ...... ............ ............. .-------------------- (A t t NOTE: SEE DETAIL 1 /A8.0 i t � ; F�;44T4EX1/4 TUBE �__._4X4X1.-4I.UBE_STEEL.—...--.---4X4X . 4-TUBE TEEL ...__AX4X1 d-TUBE STEEL_ STEEL(TYP.) 1 O t r ° Cn, i _ L— `'• --_� ......................_.__..........__._. ........_ ...._,____.�. HEADERS LOCATED IN ROOF I E SYSTEM,SEE DETAIL 6/8.1 FOR ELEV. 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I ; "i CN _ _,.._.__._. ._. _._..r.___._� __ 3 R; (3)9-1/2 ML HDR 3 R �........._._.___....___._.----_._._-_ 3 2X8 HD 2X8 HD t• ( )9 3 9-1/2 ML HDR , { � 1 ,.I._ .,_. .... ..... . . ..?,.:.Irrf.- ._... , „i„! "� .,,,�...,,,. :�;,, ,:,i�'�,t."s:SIF -;� r, /,•�� 7HEADERS ........ .... 2350 Deep Hole Drive HEADERS LOCATED IN ROOF LOCATED IN ROOF Mattitntck, NY 11952 SYSTEM,SEE DETAIL 2/8.1 FOR E4EV i SYSTEM,SEE DETAIL 2/8.1 FOR ELEV. I € I - Date Revision: E p i 03.09.2016 Issue for Pricing j --- E- 06.30.2016 Revised Pricing f a �1 8.22.16 Issue for Permif �qF NEW DECK �p I 4 I -0.0 p 72 G ti �� Rp fi P� Scale: , 1/4" = 1'-O" Title: SECOND FLOOR CEILING FRAMING PLAN '� � SECOND FLOOR CID _ -- I4�� _ 1�-��� O/' CEILING FRAMING PLAN Sheet: S1 .2 FOLEY FIORE _ ARCHITECTURE E ; 316 Cambridge St. i I Cambridge, 61 7 •'d5 A7MA1 8002 1 I i j � 9 1 I i t ( 3 I i II ' 2X8 DF#2 RR 0-16"OC # 1 I ! 3 I I 12 f � f f I 4.5 r 3 2 I s ". _ 11 l fie ; LL N , E 2X8 DF#2 RR(006"OC ( 1 14 TJI36b'.WOOD-I FJ @16"OC j 1 i w% 4-j 1 \ 1 E-J ------- I I, , } N (2) 1 3/4"x5"ML W/ 1/2' STEEL i �. OV (3) 2X6 POST O — 1 O 'r 1 TYPIC i `\ E m � t — _ 3 1 3 4"x 1 L' „ - ( ) / 4 M f V ' Lu -- T .... 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I i i v' 1 2 2X10 , ( i {` } i --,---„__-------------------------,_-_.,_---...__._. _-,..____.------_-__-___ ._ ,-. —_.--------- -:--_—' W- � , 2350 Deep Hole Drive Mattituck, NY 11952 i1 17 7. •- _ _ -.------.__._ --.-- Date: Revision:. 03.09.2016 Issue for Pricing �. 06.30.2016 Revised Pricing 8.22.16 Issue for Permit OF NEW DEt y0,Q Z� n0 \ �0'c�'SShO����✓ Scale: 1 i Title: _ _ D i�j PLAN i N E �,.– V ROOF 1 ROOF zAmI G ` LIAI i FRAMING PLAN / 114” — I' 0” froom Sheet: 9 FOLEY FIORE ARCHITECTURE 316 Cambridge St. f Cambridge, MA 02141 6 1 7 5 4 7 8 0 0 2 A,AL BOTTOM OF Coo" MIF COLUA>L IEE PLANS WT AAA£EgYE AS COLUfl�1 819cno"EACH SIMDIAA9�°S BOLTS I OR 8CREDIAE FOR MM 3' I I t WN"PLATE. d a LEhKy1H¢TDTT,A8 ;8 I I � Ate$ axv p .R4EtMR,RQA PLATE A THK 588 TO MUCH — MOMENT PLATE " FLAMM THKIOMM OF It AEAL,13E1.dP! 11 (TOP & BOTTOM ALL AROUND I STIFFENER RAM EACH 11 MILL BOTTOM orCOLI"t TYP. OF BEAM MOMENT PLATE T ) i1 s> AT� }pa � (TYP. FOR ALL 114 AIDE TOAMTC3,FLAldM 3" 16 16 (TOP & BOTTOM I MIN&M PLATE EAM (SEE PLAN} 1 ATCH FLAMM SOVE.WFIDSTOBEPU, 1' O O 1 OF BEAM) ii �THI Io Of ABOVE ACH SIDE TORE TO MATCHM ABOVE. veTWLDA TO BE:eA,wa BHALL HAVE CAPNM TO CARRY ENTRE cxlauA ,LCk1D. STEEL PLATE COLUMN TYPICAL DETAIL FOR BENA TYPICAL ®C I(AIIL STIIFG�ENuER PLATE TYPICAL DETA0L S�'�[�(�ENEvF,3 =LAm (L COLUM 1. 0 SEE PLAN CONTINUOUS OVER COLUMN AT BEAM SUPPORTED COLUMN AT BEAM SUPPORTED COLUMN 3/8" CARRIAGE BOLTS 016"OC -- -- - _:•a1'0° --- STAGGERED TOP & BOTTOM AREA OF TOP AND BOT. SCALE.3/4'=1'0' SCALE: SCALE--314'-i-T DOUBLE @ ENDS (TYP.) MOMENT PLATES SHALL A A DEVELOP 1009 OF THE FLITCH PLATE DETAIL MOMENT CAPACITY OF BEAM (TYP.) NTS PLAN VIEW — TYPICAL MOMENT CONNECTION A—A 4•STEEI.,UCE I I , DIA.A3V ThTtI eOLT I I I I 16" 16" TYPICAL MOMENT CONNECTION DETAIL 2 z� g114 L—_1 2 1 °p 0 0 I SCALE: N.T.S. I II ,-- 14p STIFFENER PLATE EACH SM I I I 1 1 1 COUM PLMM BELOW. STEEL PLATE O p I i i LVLV&AALBEAM i I 2 11, ivd» I 1 t 084T STEEL SAME PLATE 5/8" CARRIAGE BOLTSWITHEE C16"OC (TYP.) �wEOE03tVADEBrAIM {54�4W0A BOLTS ER>cTK>tiBOLTa s�?WME0a?WOE1 ) T�i}qM���� RMBECAMIMBY I I MR OW.) FLANIX KW18C BC678 BY TO BECAf�3ED OEM ABOVE ASM DOUBLE EEITCH PLATE DETAIL STEEL FLITCH (S) 0 TYPICAL DETAIL TYPOCAL DETAIL FOR BEAM TYPICAL DETAI]L FOR WELDED PLATE PER PLAN j? 2" 16" 16" LVUPSL/LSL BEAM CONNECTION TO STEEL POST NTS 21/2" -- CONTINUOUS OVER COLUMN MOMENT SPLICE OF BEAM OVER BEAM �p SCALE:3W a 9'-0`" SCALE:314'=1'-0" SCALE:314' 11 0°' 5"w X 5"w X 3/8"t STEEL ANGLE CLIP a (EACH SIDE OF BEAM) 0O O 2 " MICROLAMS I n' MACHINE PER PLAN W .� 3 16" BC LTS 12 , Z2„ 16" i a W-AM nDEsa aswr�sa � rn a 5/8" dia. CONNECTION BOLTS �,� 2 1/2 BEARIM.8HEA R CRPAR74TdON 3 – 5/8" dia. ASTM A307 GRADE A (60,000ksi) W�)AMLOCATED ABOVE �+ MACHINE WITH WASHERS AND NUTS DDf T8.BT •— BOLTS @ 16"OC (STAGGERED) (TYP.) O –5/8' dia. cLTSSt� gdtgnpq q TW Atm BOTTM. U OOR PROVICEZ41PONCENTER 2 1/2" � FIRSEE"Arad�+.INVa " I/z 3 X4"X3 8 --- --- ------- STEEL ANGLE 1 r W STRUCTURAL BEAM CONNECTION DETAIL I i TA.$T6ilIEMA BEAM TO COLUMN CONNECTION NTS - DIA LVL DEPTH• ' I A3Q7 BOLTB.$TOaO6F.R TA DEPT4, L—` AND PROVIDE 2-W ON CENTERTCPANO STEEL BEAM � BOTTtyLt TSIOAL DETAIL BEAD N �— T F "."M N PSL OR ANT OW JOIST PARALLEL TO I]NTER11OR STEEL SEAM MILLI� PLOORFRdI t N IS,U G 8T`OPE/TTLE FLCCR �a!� FINISHES.) SCALE:314 -Vr TYMC�,vl�r'n�1t-=(�DEML c� ACO LEEPERS BLOCKING L L U JI TO STEEL 1'I EMBER BLOCKING DECKING r SCALE:3/4'=TV W10X22 STEEL BEAM w1OX22 STEEL BEAM 5-1/2X5-1/2X1/4 TUBE STEEL 1" RET. TOP LL EE ftft NOEMOMENTI ONNECTION HERE L7X4X1/2X8-3/4 EXISTING FLOOR a g REMAINING PORTION OF EXISTING BEAM EXISTING W1 3 — 3/4 dia A325SC TC BOLTS S TO BE RECONNECTED ELD VERIFY SIZE IN 13/16 X 1 1/4 HORIZONTAL TO FO oL&)ELEVATION — RECONNECTION DETAIL SLOTTED HOLES PL 1/4 X 3 X 7-1/2 STEEL BEAM (SEE PLAN) r (B.S.) OVER SLOTS STEEL TO STEEL MEMBER Esf Res STEEL_ FABRICATOR TO PROVIDE SHOP DRAWINGS TO ENGINEER FOR ALL STEL_ CONNECTIONS FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION 2350 Dee Mattituc i Date: 12.23.2015 06.30.16 OF NEW S . D E'(R C7 'i S Iij w 72 �FESS1 N Scale: Title:{ S1 Shee GENERAL NOTES TO CONTRACTOR KEY TO SYMBOLS LOCUS MAP M NOT TO SCALE NEW CAST IN PLACE CONCRETE FOLEY FIORE 1.ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE FEDERAL,STATE SIMPSON SHEAR WALLS (See Structural) ARCHITECTURE AND LOCAL BUILDING CODES,AMENDMENTS, RULES, REGULATIONS, 777= BATT INSULATION ORDINANCES, LAWS,ORDERS,AND APPROVALS THAT ARE REQUIRED BY SPRAY FOAM INSULATION Main RpC1d PUBLIC AUTHORITIES HAVING JURISDICTION OVER THE WORK. IN THE EVENT IV` OF CONFLICT,THE MOST STRINGENT REQUIREMENTS SHALL APPLY. �8 316 Cambridge St. Cambridge, MA 02141 6 1 7 5 4 7 8 0 0 2 2. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL VISIT THE SITE, Aj`0�K EXTERIOR ELEVATION LOCATOR 25 O ACCOMPANIED BY THE OWNER AND ARCHITECT,AND SHALL NOTE THE AO.0 EXISTING CONDITIONS AFFECTING THE WORK.THE CONTRACTOR SHALL n O ASSURANCE THAT NO CONDITIONS EXIST O EXAMINE ADJOINING WORK FOR ASSU + O � TO PREVENT THE COMPLETION OF FIRST CLASS WORK. IF CONTRACTOR OBSERVES FIELD CONDITIONS THAT ARE AT VARIANCE WITH THE WORK y^OS6, SECTION LOCATOR < < ti SHOWN IN THE CONTRACT DOCUMENTS,THE ARCHITECT SHALL BE NOTIFIED (D SHOWN p IMMEDIATELY IN WRITING SO THAT ACTION MAY BE TAKEN TO O C O D E CONDITION PRIOR TO BEGINNING CONSTRUCTION. O ACCOMMODATE TH C 2 O 3 AO.O 1 INTERIOR ELEVATION LOCATOR 3. IF UNUSUAL CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION, SUCH AS CONFLICTS BETWEEN NEW CONSTRUCTION AND EXISTING 4 UTILITIES,ANY OF WHICH HAVE TO BE REROUTED OR MODIFIED,OR ANY OTHER SUBSTANTIAL COMPLICATION WHICH COULD NOT BE FORESEEN ATO EXTERIOR WINDOW 8. DOOR # REFERENCE SCHED. """�� 26 THE OUTSET OF CONSTRUCTION,THE OWNER,ARCHITECT,CONTRACTOR MarratOOka venug AND AFFECTED EQUITABLE SOLUTIONASEACHORS SHALL MEET TO DETERMINE A FAIR ISSUE OCCURS. CONTRACTOR SHALL NOTDIFY INTERIOR DOOR # REFERENCE SCHED. POnd. W SU{{O1k aQ C7 CH ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING O Ne N CONDITIONS BEFORE COMMENCEMENT OF WORK. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY SUCH WORK UNDERTAKEN WITHOUT NOTIFYING AND RECEIVING APPROVAL FROM THE ARCHITECT. N 4.ASBESTOS ABATEMENT,LEAD PAINT REMOVAL,AND OTHER HAZARDOUS MATERIAL REMOVAL IS NOT IN THE CONTRACT. SHOULD THE CONTRACTOR ENCOUNTER THE PRESENCE,OR POSSIBLE PRESENCE,OF POTENTIALLY < N HAZARDOUS MATERIALS,THE CONTRACTOR SHALL NOTIFY THE OWNER FOR 4 INSTRUCTIONS PRIOR TO CONTINUING WORK. 4� PERFORMED I A SAFE AND ORDERLY MANNER WITH DUE N O 5. WORK SHALL BE O T O CONSIDERATION FOR THE SAFETY AND PROTECTION OF ALLPERSONNEL, he Residence of 4 DEVICE SEXIST(NG SURFACES MATERIALS AND EQUIPMENT. DUST PROTECTIVE SHALL BE INSTALLED AND MAINTAINED AS NECESSARY ARY ANDA REQUIRED IRED BY MAT TIT U CK O THE OWNERER OR AUTHORITIES. 4 AIRBASE 9 � J 6. DEBRIS SHALL BE CONTAINERIZED ANDREMOVED FROM THE SPACE AND Kori John Estrada O BUILDING ON AREGU LAR BASIS,I ACCORDANCE E WITH AN AGREEMENT E NT � . P. MADE BETWEEN THE OWNER AND THE CONTRACTOR.TOR. . . j- O . SAFETY MEASURES:• TALL TIMES,THECONTRACTOR SHALL BE SOLELY ANDD 235050 Deep Hole Driveve a E B SITE. DI F THE O S (BLE FOR THE CONDITIONS O J LY REP O CON N COMPLETELY SONS Y11 2 tt k 5 tluc 9 D FOR ALL M a N D PROPERTY,A O TY F PERSONSAN O N THE SAFETY O INCLUDING S ARCHITECT-S,ENGINEER'S OR INN ER SJ OB SITE REVIEW ISN OT INTENDED NECESSARY INDEPENDENT REIEW OFTHESECONDITIONS.THE TO REVIEW THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 8. BUILDING SHALL BE MAINTAINED IN WEATHERPROOF&SECURE CONDITION THROUGHOUT WORK. 9.VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY AND ALL SITE MAP - APPROXIMATELY I f T�30T (USE SCfiLE FOR MEASUREMENTS) MECHANICAL, PHONE, ELECTRICAL,LIGHTING AND PLUMBING AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF EQUIPMENT ARE PROVIDED. DRAWING INDEX 10. DIMENSIONS SHALL BE FROM FACE OF FRAMING, UNLESS NOTED OTHERWISE. � `r.� � CERTIFIED TO 11. DO NOT SCALE DRAWINGS. IF A DIMENSION IS IN QUESTION CONTACT AO Title Page JOHN ESTRADA THE ARCHITECT FOR CLARIFICATION.WRITTEN DIMENSIONS SHALL TAKE KORI ESTRADA PRECEDENCE, LARGE SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER S1 .0 Foundation/First Floor Framing Plan __ SMALLER SCALE DRAWINGS.CONTRACTOR SHALL VERIFY EXISTING �> "`w PM#u DIMENSIONS AS NECESSARY AND BE RESPONSIBLE FOR COORDINATION S1 . Second Floor Framing Plan SITE PIAN FOR WITH NEW WORK. NO WORK SHALL BEGIN UNTIL SUCH COORDINATION $1 .2 Second Floor Ceiling Framing Plan � . - _ ` Tt Tr1rR _ �r Y �: , - -� - 4_ JOHN AND LORI ESTRADA HAS BEEN PERFORMED. S 1 .3 Roof Framing Plan K4 " DRI _ _ PUEPPAGE 1 QF 2 12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING $1 .4 Structural Details , = O• ' �+ -T _ SITUATE AND INFORMING TRADES OF THEIR SEQUENCE OF WORK OPERATIONS,AND S1 .5 Structural Details �� �1 a�X' �Tr iE M/LTTITUCK MAKING CERTAIN THAT THEY HAVE COORDINATED THEIR WORK WITH ONE Sl .b Structural Details � " 42-A ``., ?0 „[: F�O.`O. TL]WN OF SOUTHOLU ANOTHER. GENERAL CONTRACTOR SHALL SEQUENCE WORK IN THE MOST - „ z S1 .7 Structural Details % _ $- --� --- "=' " -- -- SUFVOLK COUNTY, NEW YORK ECONOMICAL AND EFFICIENT MANNER TO BENEFIT THE OWNER. OUT OF t� �. ---.4, 6�`. ` SEQUENCE WORK WHICH IS REQUIRED TO MEET THE INTENT OF THE S1 .8 Structural Details - - , 1+1 ` ` r ; -, S.C. TAX No. 1000-123-04-007 CONSTRUCTION DOCUMENTS OR DIRECTED BY THE GENERAL CONTRACTOR r .�q r~ _ SCALE 1"=40" .. I It2'x la x 3,D JANUARY 17 2008 SHALL NOT CAUSE THE OWNER ANY ADDITIONAL EXPENSE. '�f'%gig -. - � � , AO.1 First Floor Demolition Plan r �'�;" ;� � _ __5ft2Mt1I r ,� , FEBRUARY 18, 200 LocaTED WEruwos - APRIL 2D, 2010 ADDED PROPOSED DECK do UPDATE SURVEY 13. ERECT AND INSTALL ALL WORK LEVEL, PLUMB,SQUARE,TRUE,STRAIGHT �+ �.: r `"'t °' �, --"''P. ST#45 C r SEPTEMBER S. 2010 ADDED LCT COVERAGE ' ''~ D TO REl��Y� SEPTEMBER 28 2015 UPDATE SURVEY AND IN PROPER ALIGNMENT. Al .1 Proposed First Floor Plan _ ' � 1 '� __y ocroAER 31, F10t5 REVCSE SITE PLAN DECEMBER 9 Y015 REVISE SITE PLAN A1 .2 Proposed Second Floor Plan r . S- � a C -t' �y FMRUMZf 13, 2016 REVISE WETLAN6 NOTE AND PM S.C.D.H.S. NDTICE 011/it/20th 14. PATCH AND REPAIR FINISHES DISTURBED OR DAMAGED BY REMOVAL OR P _ a , . F 1, r ,' Lrt .� T� EWSTING LOT COMRACE OVER UPLAND LIST ,ARL AREA = 39.453 s if. NEW WORK OPERATIONS,OR AS REQUIRED TO ACCOMMODATE NEW A1 .3 Proposed Roof Plan �o _ r , T +C14Y�yr 4Lr , UPLAND LOT AREA = 35,934 sq. ft. q FINISHES.WHERE REMOVAL OF WORK EXPOSES HOLES,CRACKS, R = - �. ��' �' c 7, i DESCRIPTION AREA X `0T WWRAC i1.9D6 ac. ANCHORAGE INSERTS,OR OTHER IMPERFECTIONS,THEY SHALL BE SUITABLY �✓• 8 rea, _ 1t I, D I�Cr A3.0 Proposed Exterior Elevations _ '`+ _ , _: ;= " '- t 7 � REPAIRED BY THE GENERAL CONTRACTOR TO MATCH THE EXISTING p 4 t,� yv HOUSE 1,5172 sq. it. 5:iX �Gj �` off, t ADJACENT SURFACES. OPENINGS IN CEILINGS,FLOORS,AND WALLS AS A A3.1 Proposed Exterior Elevations t . , '` �' s. , :-. "`*'� ' r •7a `' O F3= . DICK 521 sq. it. 1.556 RESULT OF REMOVAL OF THE EXISTING MECHANICAL, PLUMBING AND ELECTRICAL WORK SHALL BE INFILLED. PATCH AS REQUIRED TO MATCH ; L 4... x ..•, Cir j � •�.. `,,:`,. ,�,- '.� .. � I .sr- ;�.. SLATE STOOP 45 sq. it. 0.1%ADJACENT FINISHES OF EXISTING CONSTRUCTION. PATCHING MATERIALS A4.0 Proposed Building Sections ,� :�;' L, , �; SHALL COMPLY WITH FIRE RATED CONSTRUCTION REQUIREMENTS WHERE . - � � � 3� `- ' � t (2) SHEDS 259 sr1. if. 0.7% APPLICABLE. � z . � .� -` % �.. -':'�?�Ta:� L�=` � � 6-.} �t d.¢- `+ ':.'` r TOTAL 2,797 sq. f4. 7.8%FLOOD ZON A7.1 Proposed First Floor Electrical Plan C :- dv _ _ , ,� , _ =;ws :-: : : . ^ r 15.WHEN PROJECT IS COMPLETE,CLEAN AND POLISH GLASS, HARDWARE, r• �-a �,- �,�_ � 2O ��' a. Y a s ,,,... ,�:.,• NOTE: COMPLY WITH, CHAPTER 1 AND OTHER SUCH ITEMS WITH FACTORY FINISHES. REMOVE ALL DUST WITH A7.2 Proposed Second Floor Electrical Plan ��.�� Way_ � �_w�_ �-� ;�� ;.R 3171` � _�� � l��v��a.��:e� �.ta�A C���tr�G� O��x U111AND �����E�I 1. ELEVATfIINS SHOWN HEREON ARE H 1988 N.AY.D. FLOOD DAMAGE PREVENT{ ae �+"T , R ti ' .: -•l's aYSIL (UPLAND LOT AREA 35.934 sq. ft. MOSTING ELEVATIONS ARE SHOWN THUS--.0 TREATED DUST CLOTHS OR VACUUM CLEANERS.WASTE AND REFUSE CAUSED 3 rr - _ p:.. - rr ExISTNFs CONTOUR LINES ARE SHOWN THUS ----^-5---- -- 1 BY THE WORK SHALL BE REMOVED FROM PREMISES AND DISPOSED OF BY �Ia - r ` S®EITH®LD TOWN CODE: x�= - `� _: ` _ p DESCRIPTION AREA �X LOT coyrkt 2. FLOOD ZONE INFORMATKNI TAKEN FROM; CONTRACTOR. CLEAN SITE AT END OF PROJECT. REMOVE DUST,DEBRIS,OILS, A8,0 Proposed Exterior Details FLOOD INSURANCE RATE (IAP No 38103C0�82H z ', e2 C c HOUSE 1,97`7 sq. it. .5z% ZONE AE: BASE FLOOD ELEVATIONS DIETERMINED D STAINS,FINGERPRINTS,AND LABELS FROM EXPOSED SURFACES, INCLUDING A8.1 Proposed Exterior Details w4 �� '"' �x`� ZONE% ARFAS DETERMINED To 8E twlstLlE THE o2x ANNtSAL CLWICE FlDODPLAIN -_ _ -"�t Z �- a s - P O EXIST, DECK " _-. s , -• / 431 ff. 1.23T 3. MINIMUM SEPTIC: TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1.500 GALLONS. GLAZING. �tla. _ �- l c; A STEPS ', -__..�,-•.,- � `w y1.. -� 1 TAM(: 10' M. 3' EFFECTIVE DEPT" Xi }� � � �� �S NOTED A9.0 Proposed Interior Details �� r�y4_` �2--tom r sq. 4` MINPOOLS, r IMUM LEACHING SYSTEM, FOR 4 BEDROOM HOUSE Is 300 }r sDEWALL AREA. 7 (2) SIICDS 25s ff. 0.736 L� DRAINAGE INSPECTIONS ARE REQUIRED A9.1 Proposed Interior Details ✓ " ' x.�a . "� 1w>sED EfRPANSION PcroL DATE: D 6.P.#-+- Contact TOS Engineering at 765-1560 before p ✓ -'Py � " %7, � !?• PROP. ADDITION 2.310 �q- ft. 6 6D Contflll,OR Provide Engineer's Certification f ���� `. �`' '"-raft SPROTEPS D CK PROPOSED LEACHING POOL � � �,,� � a�. ,. GZ°f5 �. it, 1.7iG FEE-. BY: ` t `" ��, r, �� Estrada i^ °F RTM�►'�LTi T that the drainage has been Installed to Code. 1 ,� �,. ,z•rr r�, , PROP.or L �s1 , H. 1.3 aRDPasED stwnc TANK NC2 i -Y BUILDING Dir, TUB 76'; t 02 8 AM TO 4 PM FOR TH '� r 0�.�.:WING INSPECTIONS: S. THE LACATION OF (YELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Residence Fs,l1?tt taT. if. 1G.t3� � OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 1. UNDATiON - TWO REQUIRED I � � � ���" � s. EXLSIING SEPTIC SYSTEM sTRIlCTURES SHALL BE PUMPm CLEAN AM] PLUMBER CERTIF/CA TION YEMDYEb IN ACCORDANCE WITH s c D.H.S STANDARDS POURED CONCRETE !GH - FRAMING & PLUIUBIN ON LEAD CONTENT BEFORE 1� ' 77 3. I ',ULATION CERTIFICATE OF OCCUPANCY � 4. FINAL - CONSTRUCTION MUST SOLDER i `�''p� ` �', •�' M �'` � 50 Deep Hole DrivT USED 11 J ATER `� � Mattituck, NY 11951 E-,�- COMPLETE FC? C.O. 1+" ALS. CONSTRUCTION SHALL MEET THE SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1�a - __ t ° ' �.. RFOUIREMENTS OP THE CODIES 0 NEW LEAD. b VCR{; STATE. NOT RESPONSIPsLE FOR ~ �` f Date: Revision: DESIGN OR CONSTRUCTION ER DRS. p9_iJt�981n1� ` r� ~` --} � + : 03.09.2016 Pricing Set ALL PLUMBING WASTE � `��� ��a�. alts`` f��c TYTaC w f$n�T sfM 06.30.2016 Revised Prici we'Tw I IA-s A Mn 8.22.16 Issue for Pe � � ��'`- -- FOR SwH WIF ow n„ srx�tis &WATER LINES NEED �` 10.06.16 Permit Adde COMPLY WITH ALL CODES OF TESTING BEFORir C'D1�ER(NG;'.., P , ; , , `w �. ` -. NEW YORK STAT & TOWN CODES � AS REQUIRED ANT CONDITIONS OF ELECTRICAL �" �. . , �•' INSPECTION REQUIRED t IL♦IlI ►IAut1r• A &Q .t� SOUtI >I.DTO'41'JTRUSTEES TRU:0 PQ.A,CARDING REQfJI!'3ED } N.Y.S. Lir.ft,5*7 N.Y.S. SC '` ("� �1 pA!�'�`' `^ DO NOTPR WITH W LA& � �$ Nathan Taft CorV1 h Ill AS NOTED OCC ,f u4o r� a� r o rr ;ATE Scale: Uc ` I`' FRAM :!. T-IRVEY OF LDAP wr " .and Surveyor USE I V V I�i LA IF I t , ,r A iIttOK AJETA >l.3tie Nq it 7 th A r CWT. OF FC`. TION L?M RO 4f. 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T15=_1_ -.1 ... .. .. 1111.........:...................... --"",> 1111 __ V, 1 Y v;: ,, 1 ! y,; /.{ C; � ,..I " `� REMOVE PORTION ', :11 ! �/ 1 `� OF (e) PORCH, ( ' s �� RED AoG,y/� :"l i °1 ; t i RAILINGS,AND :! ,I [V�\ Qe' .�- ,6N ' E l STAIRS TO ALLOW <:; :� �� I / FOR NEW DECK `% - ; �I f * CA-, � i I. _ EXPANSION 11 ¢ ,i 7h v:: ;;} " q .: -- --� _ _--•--- -° -.._.._..__._.._- _ 1111 ---_----_--- --' .. e °y >•, r'-'- 11,11-;.._.,r- 1111 1111 - -- --U---- _•i'.:::r-r.. ,>~:;�.,.=W 3::s-- 7,}' ,i,? �0 025523 �Q- i _. 11 .11 . h -- - _ _ �'_, a.�..v. -.��.,.,, 1111_.._. v,. I , ..----_. ."..._.._.,«, ___ t i ___�_____rc, - 1111-.I _-,�_,_._•,,,,_L1111 ; - , _1111. ,` 1 1. ih' ; _,.._-..,__--........_...;, ! I----------I r I 1 1111-- I =:,;) -------_.__,._-_ ! 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J ,. ..,_......_.--1111_1111 1111..-:,c ..._-._...------------__..._..t_,., -1111.. -.1111.__1111_1111 1111 _.f c'r, ❑.•.3..:::..--1111.. .,r a�":':-.,.�:w,Y,..".`C.. _.1111...1111 7� 1111 I i E` 2350 Deep Hole Drive d.. o I I 1 s i Mattitnck, NY 11952 1 1 I 4 ' ' I i . _ Date: Revision: j i; 03.09.2016 Pricing Set ! , I �......._...__..---.__._________.-.-1111_.....,.__.. -11 06.30.16 Revised Pricing LEGEND T I. ..: GENERAL DEMOLITION NOTES LEC END I I I I jl i �i 8.22.16 IssueforPertnit - _-_-._1__1 - -...._...-._......I...... ! i 1. PROTECT ALL AFFECTED AREAS FROM,WEATHER THROUGHOUT CONSTRUCTION. .-_._.-_._._-..-____-...,-,._.-._1__1_......_11„__111 ___..--_-_ 1 EXISTING WALL TO REMAIN =----==---1111---11111111--- 11 11._.__-11.11.._=..._.._._.._-----_--_- --_--1111_-11111111---__---------11.11_. 1111--- 11-11 ; 2. PROTECT ADJOINING AREAS FROM CONSTRUCTION DEBRIS, DUST, ETC. I .__,--_.___-__-_,_-,_,.._....1111---__.,,__-,-__-„____,_.,,__-,.--_,•,__,_.,-_ ISI I i -------------------- ;": " NEW WALLS i I ---- 1111. . .. .. _.-..---.-..�_-.��.-..---�..�=.-1111111111111111--1111----�.-_._-.�.�.-W�._.� �:i 3. SAVE ALL DOORS,WINDOWS,CABINETRY,AND PLUMBING FIXTURES FOR �"'' i I POSSIBLE RE-USE. CONSULT OWNER PRIOR TO DEMOLITION TO COORDINATE I 1111--1111..-1111.11 11-1111__---1111 1111__1111..-.._......__._ ____.._.......__1111_ _ _ E i I \ I ITEMS INTENDED FOR RE-_USE. HATCH INDICATES EXISTING I. II I' AREAS NOT AFFECTED OR lti Scale: INCLUDED IN CONSTRUCTION � 1/4" = 1`-O" r-----i ' Title: t-----� ITEM FOR DEMOLITION N FIRST FLOOR GENERAL DOTE FIRST FLOOR DEMOLITION PLAI`I DEMOLITION PLAN „ _ ���o - (I ) 1/4 I 0 PROPOSED WORK SCREENED FOR REFERENCE; SEE PROPOSED FLOOR PLANS FOR v /I �� MORE INFORMATION. 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IN ...................... I r ......................................... ....... i. I : I / ' 1, if ..... ...... ........ ---------_-___----____----__- ------- .......... _------------_--- .................................................. ........ ........ .......... 10 r6&7 j; EN: �:104 - ............................................................. ......... ........... .. .................... ............................................................ . .. ............................................................................... ----------- 0 ... .............................. ........... -L4 d k6w k ............................................................. 2 / .................... 0 ............................................................................... ... ................................................................................ ................................. .. ......................... ..................... H I C14 ........................ ........... .................. .... ............................................ LIVI�N(,i KPUM L ...... ................... .. __------ ! HALL .................................... .......................... ....... ........................... 11 '10T N :LOFT BOVE) 0 .......................... (0 .................. ......... • ....................... .................. ..................... ............................... ...............*..... ...................... ............................ ......................... ............ v==--F 3 0.. ....................... .... . ..... 2 . ............. 2 ..... ........................ ........................ '89EAK'FA-5T:-kkLA- -------- — ........................... -—- ................. ----------- 0 ................. VILJ- �o ................. -w -- NO' OR ----_------------_------------ EXISTING FIN. FLO LO CLOSET ................... .............................. Elev: 8.5' PROPOSED FIN. FLC•R 8.5' Elev: ........ ........ ......... .............................. ...................... ...................... .............................. C'4 AP ............... ..... ... ........ ........................ ..... . ........ ....... ... ............................................. ............................................................................. ................................................. ........... K L ............... ........................ ----- --------------------------- 3'-10" 2....... ... ....... 2 j .8' ........... 3 14 31- 5 - 3 2 Ft ........... ................. F 2 i 2 i: I 4 7 --------t C'51 00 $UNRob M; ....._...___i..------------ 10 S 12 75 ----------------- . ....... ------------------------ 00 06 ............ ------ 5 _104 1� T ......................... . ........... ........... 7 • ........... EXISTING DECK Elev: 8.0' ------ ---- . ..... ----------- -----------------(3�....... ---------- --------------- 32 63 E EDROOM �U St B li SIN! iI1,��33 _--------- ......... ....................... ....... r- _AA M .......... .......... Estrada I I I --------- ---------- -—-----T,-11 TOTAL AREA C� ;0 n29 Residence ...................... I - I XA4.0,r JIT 11� i i ......------- 2 5.' 4 - ------ EXISTING HOUSE (NO SUNROOM) 1,761 NEW GARAGE = 733 C14 18T ADDITIONAL FIRST FLOOR 1,709 i------------------------- ADDITIONAL SECOND FLOOR 778 203 TOTAL = 4,981 sq.ft. 25 2350 Deep Hole Drive -------------- Mattituck, NY 11952 ---- --- -- ---- _----------------------------_------ ---------------------- ------ ------- ------------ CN 2 T ------------ T . 10 -------------- ---- ------- ------- ......------- ------------- ------------ 8.0 ................L 311 4 . + . - - . . . . I. 5*-11 3' A's 2'-5 1-6- 6'-6 12'-3g _-_3-�6 3 4 --------- -- ---2- Date: Revision: 31 1�43" LEGF.ND 1 8'_111" I 03.09.2016 Pricing Set 4 ir_r ri- ---------------------- ---------------- ----------—------------ ------ ------- ------- ---------- ------------- ----------------- ------ ---------- ---------- --------------------- 06.30.2016 Pricing Set DECK--- ---------------- —---------- EXISTING WALL TO REMAIN 8.22.16 Issue for Permit ----------- 1 . - . ....................... .1.01.1...................... ............. -------------------------- ---------------------------- Eev: 8.61 b 10,06.16 Permit Addend --------- ------------- 3.1 ...... ................... ... ... ........ 09 -------------------------------- 4 ................................... ............. 3 .............---------- NEW WALLS ------------_- -------- 4.0 -- ---------------------I------------ --------------- ---- - -----T------- --------------------------- ------- -----i------ ----------- ----1-----+ ----------------E---------- I -------------- ----- H ------- Scale: 1/4'T 1'-0" Title: PROPOSEDIFIRSTFLOOR PLAN PROPOSED VZA EM 1> 0 c 1/4" = 11-011 0 FIRST FLOOR PLAN Sheet: Al . 1 FOLEY FIORE 5 1 ARCHITECTURE 4 0 A3.0 . 316 Cambridge St. I Cambridge, MA 02141 6 1 7 5 4 7 8 0 0 2 I I I I I I I I II II GUTTERS& DOWNSPOUTS - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I 4 4.0 I I I I ( I I I 0 I I I I 3 CD PARAPET 4.0 � - - - - - - - - - - - - - - - - - - - - i ' O II I h 26'-511 V, { Z 6'-921, 12'-3° 71-4111 � 2'-511 31 8O11 31 8O11 2'-5111 \` 2 2 I \` \ \ 37 38 — c - - W % I 1 SKYLIGHT / SHELVES N 2 5.4 5 — — 5.4 4 C' - \ 3 — — — O — 2 5.5 4 I 2 \ \ 91-101937 — A 3.0 / \ I — — — — 8,32 1 - _ 7-1 11 — — 2 / �10. / L------j A3.1 j 1" ASTER CLOSET 54\ -- DN 32 - T 'v OPEN TO\ 15R STAIR HALL/LOFT — 204 (l BELOW \ -iN 200 -- 2 j \�, W) 2 4.0 ! —104 4.0 j \ LINEN -,"--SHELV \ R = 111 ----- ---- _.____.____ �✓ v 32 ---- ----- c M _ `...._._..._......_ _ / �� 5 8'-7'1 5'-6211 111 3'-10'1 31 62,1 Mi" - --- i o, DRESSING a — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ / C14rlN MASTER BEDROOM 203 6 5.5 s 40 N . ._._......._._ i201 7 ED A —101 1 \ ! 3 ^ ❑ 3—" r 51 3111 2 _1 2 V VD I I 5.7 ASTER BATH I tr Ma. 1 3-32 11 "' 202 FN t i \ 1 O dl3 — - - - - - - - - - - - - - - - 1 O �53T i ------------ r - - - - , --- 1 52 3 5.7 6 Estrada 5 4.o Residence (( --- 04 SKYLI . X41 T < TOTAL AREA 2350 Deep Hole Drive 50T 4848> 49 I , �46T 45T 4T> (4 0 NEW DECK ,� Mattituck, NY 11952 E 47 4� EXISTING HOUSE (NO SUNROOM) = 1,761 „ NEW GARAGE = 733 5'-94° 9`- 28"i 3'-04" 3'-61 2 3'-1 ADDITIONAL FIRST FLOOR = 1,709 ADDITIONAL SECOND FLOOR = 778 Date: Revision: 1 8 li TOTAL = 44,981 sq. ft. 03.09.2016 Pricing Set 1 311 1 8 26'-511 06.30.2016 Revised Pricing .' SCREEN WALL 8.22.16 Issue for Permit I (( DASHED BELOW 4 3 LEGEND , EXISTING WALL TO REMAIN 1� NEW WALLS Scale: 114" = 1'-O" Title: PROPOSED SECOND FLOOR PLAN PROPOSED 1/4" = 11-019 O// - SECOND FLOOR PLAN Sheet: Al .2 FOLEY FIORE ARCHITECTURE - - — — — — — — — - - ( A3.0 5 316 Cambridge St. Cambridge, MA 02141 A4.0 61 7 547 8002 I I I I I I I DOWN SPOUT DOWN SPOUT I I I I ( GUTTER--\ I 1 I I z EXISTING ASPHALT ROOF ASPHALT ROO7 F 7I 1 I 1 1 1 I I Iz ASPHALT ROOF I I 1 I I 1 I I I 1 I I I i I 1 I I I I I DOWN SPOUT DOWN SPOUT 3.25 :12 A.5 :12 GUTTER GUTTER II- - - - - - GUTTER 3 z ASPHALT ROOF ( O - - - - - - - - - - - - - - - - - - - - - - - - 71 ` V ZRUBBER ROOF 7 /RUBBER ROOF—/ V V i DOWN SPOUT ---SCUPPER SCUPPER w.— 1 I � — — — — — — — — — — — — — — — — — — — — —� 2 A3.0 A3.1 I � � N EXISTING 7 1 1 N \ ! ASPHALT ROOF 58 I \ �i I � ❑� 1 I � � I � 56 i ZMETAL OO ,SEE PEC. N I 1 2 ( 2 1 EXISTING ASPHALT ROOF N SCUPPER SCUPPER �— Ii i C14, ...__-__-_. PARAPET / DA la.-.-.... ...- -- p _ L — — — \ RUBBER ROOF,PITCH a" PER FOOT,TYPICAL I O ���GjQPvtS.F/��``y�,�� — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ LLJ \ m ASPHALT ROOF ASPHALT ROOF ( ?A t I i \\ F.P jVENT ,SEE i i ,9T 0-02 4� i SPEC. CF cel - _ -.L_._.._.__........_. � Estrada----- TOTALAREA Residence v F I 57 EXISTING HOUSE (NO SUNROOM) = 1,761 NEW GARAGE = 733 I { — ASPHALT ROOF ( 4.0 ADDITIONAL FIRST FLOOR = 1,709 A4.0 € i 4ETAL 00 SEE PEC. i ADDITIONAL SECOND FLOOR = 77878 __- – TOTAL = 4,981 sq. ft. 2350 De Hole Drive _._-.------------ -..__.._.---..............._----_--. ----------: ------_----------------------- - - ---- -- _-: —-- -_. ._...__. �.------.---------------_- ..-:_...._._._.. � .._._... -.__._.........--._.___...i..€.._....._. ..._- — _ i ...._._._.._ ... ..__. .....L.__........_..._._ _.__.._..._._. . - _.__..._._......... _..._-.... - -..._._......... ........... ............ _.--....... _.._....._....................._..... - - -..._......-.._.__._......-..._......,_......__.--..-..._._... _.._._ .. _._..__. _....-..... ......._... -..... - _..........- . -- 1 Mattituck, NY 11952 t ------ ' — ------ --- -- --- ---- ---- ------ ------------------------� i LE O E N� Date: Revision: 3 DOWN SPOUT AT—"", � 4,0 GUTTER 03.09.2016 Pricing Set I CORNER TRIM DOWN SPOUT 06.30.2016 Remised Pricing 3s CONCEAL DOWN SPOUT IN EXISTING WALL TO REMAIN 8.22.16 Issue for Permit I RUBBER ROOF PITCH PER FOOT TYPICAL SCREEN WALL BELOW 4 , j NEW WALLS , 5 1 sKN-ov 3 1� Scale: 1/4" = 1'-0" Title: PROPOSED ( PROPOSED ROOF PLANT � � ROOF PLAN \ 1/4" = 1'-0" Sheet: ' A1 .3 FOLEY FIORE ARCHITECTURE 31 6 Cambridge St. _T FLAT ROOF BEYOND __ _. r 61 7 547 8002 am r, ge, " " PARAPET PITCHED TO I DRAIN _ .. 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LEDGER OFF OF POOL WALL TO SUPPORT DECK Ln DETAILS TBD _ __ - L J L J s PROPOSED BUILDING SECTION NEST 1/4" = 1'-0" 12 -------------- = s� 2 12 i_l�i L�E i 1 PLATE NEIGH —I — — — — — — — i : 250 _. = - iI 1. r� Ia. i_l� I I _ _i a 12 4 +19'-10311 "I I 8 I I :i1 i' l.i i' �'' r i PLATE HEIGHT = a'�Ll1 ' i�� 711- 1, �1.6i_ l [I Ilii ,,i Al 1.1 1. j 17-2 l 1 8 L1 COLLAR TI .- - I Li,_ !1J �_ .l 17!I t A8.1 i DECK MASTER BEDROOM STAIR HALL FALSE FRAME ROOF �. p�- 1' '�( I 1, i�l `1 OVER ROOF i,.l C4'I a.�.f,. {�,1 ?�,I,33! �.IL ! ,: ^ ' ! •I •I. 3t " ax:,y,1. �'l%. ,.r' I' 1 i_ r W, ,. �..1..ii 'I t Hit t _ \ EEL I .� / f "I'� ` V y; r11 12 1' 2ND FLOOR FIN FLR = ! ------- -- - - -- - 1' ^ - w. .• .l:- -- — - 1_ 11 > - -- -� t� 9." >, x +10 o L ,�'l •!,3 !\ ,,. f ,f, . ,, J^ ::, , - "-' ,, PLATE HEIGHT = • mac """ __ -- 111 5, .a , J PLATE HEIGHT = +81-8 I - - ,f ♦J 1 — - -; +7'-7 31. j I 1 - 1 ' ADD BATT INSULATION OPE1, �a BETWEEN FLOORS - .,`�\, : Y p / ------- (D 1 F I � I F- -� 0D i HAL CLOS. ---MECHIA ICAL GARAGE MUD ROOM SUN ROOM SUN ROOM 1 j I -� CN_ - I i FIRST FLOOR FIN FLR FIRST FLOOR FIN FLR - _ _ - - - . T - ..:. - - 1 11 ..ry, 1 11 L - „ I n, 0 0 ,. .� f .i. i ,�'..f. 'I _ CRAWL SPACE �._. _._._._._._._._._ CRAWL SPACE I ADD BATT INSULATION ' L _J L-----J L-----J L----_J AT STAIR STRINGERS L------ �_____� I I AND MECHANICAL WALL - ' L J PROPOSED BUILDING SECTION WEST • PROPOSED BUILDING SECTION � EAST ( 3 „ _ „ 4 „ _ \ 1/4 = I -0 � 1/4 — I -O ADD BATT INSULATION 3 6 AT ALL BATHROOM A8.1 WALLS 7 - ,,- °� .:�_.�.�_ ° ll� � :G:t:�:< !� ��..�.�.`�..�.� ' { RED A �IA L 91i 1114, 1 I A8.1 rl_A 41 1 s A8.0 - _� j \ / �. /. \ /\ "�. ,' ;` •025 OQ- .. F - - H i N M4ER,BDECK E 1.3. �?,, .,:�� :,�.I,� � .< ' ', {�ri� , ! �rtr . .. � ROOM -- ASTER CLOSE STAIR HALL/ Estrada 5 LOFT — _- est R dente 2ND FLOOR FIN FLR = 2ND FLOOR FIN FLR = 8 - . . k' �� t t J f- 7 ��1 _u y r a. , 1 11 ;� I '7 1 ` 1 01-011 s k 10 0 - t r, t. fir, ^, D. ------� AA 2350 Deep Hole Drive I M attitttck NY 11952 ` -----J DROP FLOOR FO � III STAIR HALL HALL GUEST B TH FLUSH SHOWER PAI n G� SEE STRUCT. Date: Revision: G TBE OOM SU M 03.09.2016 Pricing Set — 8 0 4 ,' 6 2 0 .30. 016 Revised Pricing z ed ADD BATT INSULATION r A8.0 ? AT ALL BATHROOM 8.22.16 Issue for Permit WALLS <, � �� - - - -- FIRST FLOOR FIN FLR= FIRST FLOOR FIN FLR= - 1 11 t.- ,i :;y, cap ,,,..,��{•: ,r 'd - t° 0 Q 1 ,.r 1 t 0 0 , 7r 1 f I .t ,Y f• S. b 1 �4,,. J f' t. .c 1. •`ri.� �a: DROP FRAMING TO ACCOMMODATE FLUSH SHOWER PAN ` I ,• ; i I J L_ J J__---J L_____J L_____J Scale: 1/4" = 1'-0" Title: y h i. PROPOSED BUILDING SECTIONS (_2" PROPOSED BUILDING SECTION NORTHPROPOSED BUILDING SECTION SOUTH Sheet: _ ) 1/4" = I'-Off _ I _1__-__.____11"-_11___11...._,_ FOLEY FIORE __, 1111, ..,...� _.- > 7,:.:'=� ' a,T.-.-� �__-_,_,"_ - _ _._. :. .. 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(.. . �::, ° . $ E. .- / r T 6" i, f - _ - p '° ".i_, _ ..fit - _._.7717." .'.'.. __ _ .-1111. _.....:_... .�. . ' ... . . ! <O,'.. _. \ C 1 "' .! " r" RC-1 t - 1177 _ ..,-_ ,A ^ ` V R , 3 �, °.,. .,� I ;? I 3 '"t � I ; �: _; 7171 . W .. " i I -'1 \,"'I C- 1 - \ 1 _ - I i a t _ R - ! ., ,; i 1� � �r{ l 1`\, it ( DOOR _3$ 1 I U) ,-l! �', _".. I1 I V J .i . ; 3 .. �,. . - - .. - _� :3 . "" .-. _ I. -_ L . I 0 iiiiiiiiiiiiiiiiiiii _..,w.:.W.._ _ -..z 1 7111 _� _., - 1 �___ / �� " L e r , I 1 -�_ ,� "', ,. .-._... ..,:_.._..,..-. 1111,.-1: •--.---.".. - _..�. 7111 .__1___111_ -8 ' .. ,, -........_ ..77.71 --- ..- -- -- - - a - 1 - s - >.P.w 1111._-.._� - _ ; RC`1., i C; .11 t- -_ . a _ ...,..- _",__ ....__- "_-.. _.." ."1. I-- _ ..._".11- „__ ---- ..__ -,.__.-1 ",- _ 7._:_..__._ _. 76�- . '�, 3 3 z RC- 1 1 RC- 1 SC-1 `` IE 0 . I:.` 1111 . i aD . _ - =�- - - -- - - - - - - - ® - _ _. _ 1 , ,-,.- _ - _ O ,,. . . , . i _.. r- - - ..:. O - _ _-1111." { _" _-.. _ ......y.__.. .,..___,..7711... __ SW-3B -3A -'3 t"� . . . - i ^, "7771 l' . ' .. - - I SW W ( 3 M" 7777 , __ .. E_� I EXIST - �' i =__1=_-,-_.--.=-_,, .. !, .. . .. RC 3 W�L - RC i 2 RCS 2 ;- p �_.. . - ."_. NOES. !€ ; �! is 3 - I ;. TO ,_� ii „ 1 I ItSCO C - - ' _.,....... ...__.___.____._.-__._._.. __._...____._ r. EXIST -� R 4 L ,I: IE, �','. 3 3 i ,r € i i --..1 " . t. . .. -. ' 1. ,.._, '."_,.t \ ,/ ;t t , € i;1 WINDOW _._._. _ ... l....- I. I - - - - S - \ / = 1 1 '. ` SC-1 �G k , : i 1 1'11.. , . NO ELECTRICAL .' Lr]RC S 4 -�RC T©'�'jl,, , II i .. - -, 8._ _... ."'T ..... - .-...> 3:. WORK ( I ^ ' I / ` ` V I OPE -, -r''I FI ,I I �._ i` � I I 1 � %ABOVE `/, , �\ °,p j �. M ::..:._.:.-;i . 12'-0" LIGHT - - _ I '11 -6 GENERAL LIGHTING MOTES ( 0 �_ 9' 8' _ _ _: I sw . . __ _ :__ 7171 - - - _ _._. - _._ - ". SKY i PC 2� I I \\ I .v O C � C I f , _ 7111,. .. .. . .. 9-6 I - ..'. . . i i O ' I I I I "- :I' 3 I . R l ,. F 1 R i j . 1. OUTLETS SHOWN ARE FOR OWNER USE. ELECTRICIAN RESPONSIBLE FOR VERIFICATION AND I. 3 3C- SW 3A / ; W-6 VANITY ' / 6 COMPLIANCE WITH NY RESIDENTIAL ELECTRICAL CODE. I' L. ,. , .. / i - ,„,,,u, ,-„ _11,, y , .y. ""„-�µ- �TO.PC`3 l-_- .. . . ,. .,.�: .. I - - ,i . C 1 ._: _-_ 2. OUTLETS SHALL BE CENTERED IN BASE TRIM U.N.O IN THE HORIZONTAL FASHION. OUTLETS INSTALLED (,.,..jEil. } ` ( _ _ - S -4 -4u - _ ^' \' ` RC 1 _ _7771,.- .:; AT COUNTERTOP LOCATIONS SHALL BE MOUNTED IN THE HORIZONTAL FASHION. ,t.I j. `' �;" '#':`, j 11 i / \ # "• ! -p - -' -- -- C7-' - �/ % ' RC-2 � 2 a; i .. 1111'.'. ...� i RC- ! ; _.. `a - . p i i;- . ,. i _ _- i __"1111"__"-"-._ _"..............j...-7117.._-. _ . 1 3 �. . EXIST EXIST -1171.. � ti ., _11 'I �,� G ,. . I ,\ 3. CARBON MONOXIDE DETECTORS AND SMOKE DETECTORS PER NY STATE BUILDING CODE. ___ _ - INDOW I r 9 1111..' ..''. p . / ` .: -/ "..' 7111.. c.. . .. .. t':.: . - - - ;... , # .. ., . IN WITH STRUCTURAL MEMBERS AND DUCT LAYOUT PRIOR ,t., ` E' %' "" %'' '' '""''<' •- 4. COORDINATE ALL RECESSED LIGHT HOUSINGS !. ' " .. ". ". ls: y, I , - - - 7117 1111.__„__ .. r i f A TO START OF FRAMING. Ill .. t 3 I - . . " .. r 11 __ I.€ .. . .. - � r" __."..._ __.-1771. 7777__ I. € V�, �. Z i x 3 _ I t SW-3A SW-3C.................. f< , I � � 5. ELECTRICIAN SHALL VERIFY OUTLET LOCATIONS W ARCHITECT/OWNER PRIOR TO START OF # _- / RC 1 I,.i I _ _ ❑. - ,.,�. ! ✓ I. l �._, 1111..:. :� " i � I`" ' INSTALLATION. - - - - - 1171...- - - - - - - --' ,.__ ,...,; }, \, I i�,. 'V RC 1 IRC 1 -p. `i � '" `�" W i { 1 ( jl / _ F G` (( l' i, . 111: 1: .. . i j'' r-----... i' 4 \ '7.11_1--___.__-__"- ' J ` > J \`>;, 6.ALL ELECTRICAL BOXES ON EXTERIOR WALLS SHALL BE AIR-TIGHT. ! r 7111 7117__ ,; i. - --- - / I ".._.,�_"\ -.". I— I t ; ,, _.1-1"11._ ...� l.. •- - - ... - -.#.�. x _........:................. .1111..:1111 7111._...,.. ..-.--" - .;:,1:111. \ C i .. r�._.... -..",., 1111. ;q• ..........- .1...+ ,'.."7171: t �. r... 7111- .� . 7111"........... ... ... _,_._,..__-_t ._ 1711, I ., _ 7717.,_ :1111. �. ......:........_.,.._....,......,..,.,,,r :�.,.....,...,..: _.. -_ I r" C .m , ...M..F , ; ,.......... 1111... ,.. ,.,. _ .�..,__ -�.�;_� ! .l 1 ( „- -. 1 i . ,! . ' 1 ;;;:' I i _ _ j I i ..SWC 5 �R�D A . !=Y__-._-- I [ ;" _ :-- ( --- r' .. - !i l �j b. 11 ELECTRICAL SYMBOLS I + VERIFY EXISTING FIXTURE, I � I � ..-7-E: .-""".,--" - " "--S I - ���P R. EE BACK AT I ! SWITCH, AND OUTLET i I d ;;- ; ( /' j f-" TELEVISION LOCATIONS LL I t ��� Q I LOCATIONS-TYPICAL IIN 1 \ ! s I '''' ' I I ' I. { Duplex outlet in base trim (U.N.O.) I ALL EXISTING ROOM I RC_1 - % - - - - - IRC- 1 i c / i RC- 1' 1 � 1 . ;r UP-T, 8 Switch mntd at 48 CIC AFF - �7- �: TV / 7111. _,-.. , I ( ' "I""1111""11", i Duplex outlet switched wall '; /EXHAUST VENT FOR I," ; I I i '' P � Switch w� 3-way control PAINTED SHIP LAP CEILING / i NEW FIREPLACE LU O I'. ; / I i ("-{ TV � o 4-f Fourplex outlet 3 ( O s IN LIVING ROOM ; I ? / 8'-7" ."_. .' ; i %;T 0255 h _--- --"-- I ;I I,__ --- Duplex outlet- floor mtd Switch w 4-waycontrol ;' I -' ( ,I i I---� 1 ?-r-_,"y--- f# F N -- "- i Y A � 7111 ----•-- ;` � - � I (' � �_..�.,._-_._,,1.__---_111.__.__- �..",."' �� Duplex outlet waterproof M "; .."-. .........- I p I j \ 3 7711 !; f 8'-7" -Vl-' Switch w Dimmer \ ;``" - E „" „SW-i 5 Estrocl� -T Duplex outlet, ground fault $ 'I I---- � ": .....1771..`.____-._, x • LL _/ -� I Residence interrupter \l RC, 1 -�j 1 RC- 1 RC- 1 I \ Fan Switch _._. __ -.." ...- .-__ _-"_ _.._ .__ Comb. cable/CAT6 F i' l - `:: _ :: - _ _ _ = I I � � 7111.__"_"7711 ..-... _.-.._..... .._._..>..,."...-...-.._-._.-....._._-1717...-1111 ." _ 1.",. I communication portjt_,_______.._,_._,_--__-,-.--.- . -- r-" - - " ---"""-_-----1117_-_,...,__.,",..,,__,._. _ __"."1711�... _Er--.0 ,_:._,--,-"-.---_"..__7 ..-. _-,____.� .� -_"t W_. -1111_ _.._..'s _ "::11____1_.,_._: ::.�?>, SW-2 SW-2 SW-2 II ` I Jamb Switch ,..-. • . - - --------- a 1.,. --.".----"- "-". _.. 8-o Ceiling Height7 t - - �"i - v."_:. _., . ,aM .,,a...... ;"::..................."..." ..."_."_. '< ..,:,;' o Closet light i - 1 - � j --} I-. 2350 Deep Hole Drive (A}- Alarm ' I ' I Mattituck NY 11952 -(} Surface mounted ceiling fixture LOUVERED CANOPY i RC-2 1 RC-2 � ? RC-2 I ' _ ! --0.,,--- --_ 1 --- -- ---0,- - --, -- ---.. -_- ___ 1_E3__ (T )- Thermostat (Y� Surface mounted wall fixture l I J I - - I - - ° (_P}- Phone line r I 1 ( Date: Revision: 0 Recessed ceiling fixture j I i i; 03.09.2016 Pricing Set I ±, it SD) Smoke detector (� ( I."„....._._- --" , - 06.30.2016 Revised Pri�in Under-cab. lighting , ( i I I g o; Carbon Monoxide Detector ' i I i 8.22.16 Issue forPerlmt ® Exhaust fan I --"---- ----------- __.__..._"_-__""---"-" --' I { 11 i 1 II '� Scale: AA 1/�- " C yr-O„ • �^` `,� . I � Title: 1 ( 1 ) PROPOSED FIRST FLOOR RCP �11 I - _ PROPOSED �4 - I -� -> FIRST FLOOR RCP Sheet: AT FOLEY FIORE ARCHITECTURE 316 Cambridge St. Cambridge, MA 02141 6 1 7 5 4 7 8 0 0 2 � f li ,--- _ ..- . .. .... . i , I O f y , }, ^ ' I ! W r �}Jn r „ V i i r .f..._.,...., - � 4 JA , E f 1 ; RC-11. �� .�;i41. ". t:f � l i " � 'a1 � is � \■ wT, I j GENERAL LIGHTING NOTES RC-1 I , C i , �' sS t3 -31. OUTLETS SHOWN ARE FOR OWNER USE. ELECTRICIAN RESPONSIBLE FOR VERIFICATION AND , HANGING COMPLIANCE WITH NY RESIDENTIAL ELECTRICAL CODE. X 2. OUTLETS SHALL BE CENTERED IN BASE TRIM U.N.O IN THE HORIZONTAL FASHION. OUTLETS INSTALLED sE�.,' ij � i I ' N \ t� AT COUNTERTOP LOCATIONS SHALL BE MOUNTED IN THE HORIZONTAL FASHION. E..: I RC-1EIRC-1 i; \- I t SC-3 SC 3. a E it j �_r. . .. -Q _ ;..._ �] ❑ II ! i I 3. CARBON MONOXIDE DETECTORS AND SMOKE DETECTORS PER NY STATE BUILDING CODE. i a, LANDING / �' I 4. COORDINATE ALL RECESSED LIGHT HOUSINGS WITH STRUCTURAL MEMBERS AND DUCT LAYOUT PRIOR TO START OF FRAMING. ! i SW J SW-3A I SC- 6-3 j J1 3 S 5. ELECTRICIAN SHALL VERIFY OUTLET LOCATIONS W/ARCHITECT/OWNER PRIOR TO START OF INSTALLATION. Ej / I I � ,SRC- 1 IRC- 1 i I C- 1 � . 6. ALL ELECTRICAL BOXES ON EXTERIOR WALLS SHALL BE AIR-TIGHT. �' '' (� - Z I WINDOW O /..,� X - 2X �` 2X X E?E A ELECTRICAL SYMBOLS I ;; _ �.. I - S.�,o 1, ._-_ s. .. �5 ELEC L I �f. ' 11'-2" :: F ;" OUTLETS TO BE NOTE: BACK BOXES;AT ALL 3 SW-7 I INSTALLED IN TELEVISION LOCATIONS -'� J,:,6I \\ N �.... ..,_.-._.__..._....._-. ..-.., � Duplex outlet in base trim (U.N.O.) Switch mntd at 48" OC AFF - - --_- -- - as MEDICINE CABINET p� _ - ``" / i .• - - '' - E PC 4- - C-1� - PC JAMB LOCATION TB ' R D � Duplex outlet switched @ wall - j 'i I /.% -5 j �jl Switch w/ 3-way control ;: ; TV € I RC 55 `. FFourplex outlet 3 »_,..... ---_- _ _...,..__, ...--.------_.._.-_..._..__.._._.. /DECO IVE BOXED ? I / S - N • - - - - -- i W f a floor mtd - — Du lex outlet- oo � _ ...........:..:..:.:.......:...:w• ._.:.:.:-::,.:�..,._.: - : .;,, ---: -���?� C7 BEAMR ROUND LVL � pSwitch w/ 4 way control - � _-�" _.._ • - - --� ,.. „ q c� 4 ---------- - I - RIDGE SEAM 1 - Duplex outlet, waterproof _ _.__:...... :" :: ,. _ --...:_. -_ I:. —. - ..-....._...... _ r.____.___ _ __ _ _-.-___.___._...__....-_____._. v _. ........ .. .... . __._: .__ ._ .._. _ I �s , ;i ..__-•_•--_........---------------_ �.._._........_.._...._:.••_--.-.__- i..•::._._..-_...-_-_•-•._--_...»._-_..-»._.-...__. E ~ I S Switch w/ Dimmer _-::. - I I'.: U, L._., ; - e ... y Estrctcltz T Duplex outlet, ground fault -- -�:=--...___. _ =. i; E WALL MOUNTED FAN ; - I ate:.. -'� I • b _ _ - $,�„ i,__. _.... -- - _ A '' _ Residence interrupter 1 i-. _ — -- ............ ._.....-....- ._....... i Fan Switch .-:.,::--1; —_-—.-........-._ i3 0- ----------- s Comb. cable CAT6 / _- - , CEJ _ - ---.- :_...-.. ---.....-.._.,_..,.__....-....., s' :,:,'::-::::::: :_-- -..- ! C-2' S 2 communication port ---------_..- _.._..._._.. _..__......, �, S — SHOWER Jamb Switch __.- SW-9 b g8` ",.h I i _-...._-__.-..-_................ iHEAD 8-o Ceiling Height ..._ __ ,_ _.. .._... _�rd,.i,..�_�:-.-. .__ ____.____ _--- _.____._.,_-._.�t -...�_�i�, ,_ < . .... ............ ..-. ; � g g a Closet light _.....__..._-..-...... - _._.. --::�'. —� _-_-:- - - _ - 2350 Deep Ho Dr I sw - 'sw "4 le Drive �— Alarm _ _ Mattittick NY 11952 Surface mounted ceiling fixture — — - j i SHOWER ' {T� Thermostat i{T Surface mounted wall fixture j � ! (� Phone line _ _ - _ T_ I; . _ r.:........... 1 :— ?.?..._, _.__-._._.7_. Date: Revision: Recessed ceiling fixture 03.09.2016 Pricing Set /sD Smoke detector !I Under-cab. lighting j� 06.30.2016 Revised Pricing co' Carbon Monoxide Detector I 8.22.16 Issuefor Permit � � Exhaust fan I� E. PROPOSED S SECOND FLOOR RCP �� %%� Scale: '1 E L / I/4" = 1'-0" --- 1/4" = 11-0„ Title: PROPOSED SECOND FLOOR RCP Sheet: A7.2 I x4 CEDAR TRIM RABBETED AS REQUIRED 5/4x8 CEDAR TRIM RABBETED AS REQUIRED 6'-1" 5'-1" 6'-1" 1" 3FORM PANEL ON %%/ FOLEY FIORE 23" 3" 9— ARCHITECTURE 9111 R,O, R.O. R.O. 2 RUBBER SPACERS / SHOULDER JOINT AT " --- ---- -- CORNER AS REQUIRED _ - 11 % � q L — —- — - �' � - ";, � � . -- —.. �� .. .. ., 316 Cambridge St. Cambridge, MA 02141 61 7 547 8002 7.5 Ll /El i0 2 CANOPY AT FRONT ENTRY it-Ofl CONT. COPPER CAP 1x12 CAP FLASHING ON PITCHED TAPERED INSULATION PITCHED BLOCKING 12 1 HOUSEWRAP TO WRAP TO DRAIN AT SCUPPERS TOP OF PARAPET FIRST FLOOR PLAN DETAIL @ LIVING ROOM ENTRY CLERESTORY 1x6 TRIM, PTD, ON WDANT STRIP C 1 " — 1'-0" BLOCKING AS REQ'D EDM ROOFING Y4 12 31, 1 /2 J — a PLYWOOD 1 x10 TRIM, PTD,ON W - _._ T. _, -� L >�f- BLOCKING AS REQ'D r _ 1 x8 TRIM CUT AROUND C { MOUNTING PLATE - 1xTRIM, PTD f { f , CRL TENSION ROD of 14"TJI SEE STRUCT MOUNTING PLATE 1 x TRIM, PTD CUSTOM FRONT v ;..'-y- DOOR #AW9SMBS - CUSTOM a i r, LENGTH 10 - STEEL TUBE POST, 6'-1+' 5'-1" 6'-1" SEE STRUCTURALS ±4" — 3" 3" +411 -" ; R.O. R.O. R.O. - — ---- 5x8 CEDAR TIMBER / TUBE STEEL, SEE / 2 S -----—--- --- --- - � � INTERMEDIATE SUPPORT ,j' STRUCTURAL / BOLTED TO 3x8 OUTER MEMBER '' o CRL 12mm ENDS& �^ STRUCTURAL HEADER (SEE TENSION ROD #2701 12CR STRUCTURAL DWGS) -17 CRL TENSION ROD � � MOUNTING PLATE 3x8 CEDAR TIMBER LEDGER MITER 1 x TRIM AND \ #AW9SMBS BOLTED TO HEAD O CUSTOM JAMB EXTENSION _ 1 12 FIRST FLOOR PLAN DETAIL @ LIVING ROOM ENTRY 20 4 :, 9 C4 1 1/2" = 1'-0" r — ,. r f _ 0: 21 2 1 x6 CEDAR LOUVERS li MITER 1 x TRIM AND +� Q Q CUSTOM JAMB EXTENSION ` V s 4 X 8 CEDAR TRIM � N RABBETED AS REQUIRED 1 X 4 CEDAR TRIM RABBETED AS REQUIRED SUMMER SOLSTICE SUN ANGLE \ l 1 X TRIM AS REQUIRED,TYPICAL I SUN ROOM �. TUBE STEEL POST,SEE STRUCT. 4 } :' , ( j- ) ) � -, } t�Zxl�E7 J01ST �} , J � �r, �, 1 � }-,.t r ' }� �.r 2x10 DECK JOISTS —1041 — r TUBE STEEL POST, SEE STRUCT. �Ft-Lj ARC 00 S. ti fi t 5 � o . 3" 4 � F \ WALL SECTION AT LIVING ROOM SHOULDER JOINT AT 81 R.O. 6'-1 8" 34"R .O. 5'-1" 34" R.O . 6'-1 $" S Ho �5 CORNER AS REQUIRED, T OF N TYP. 1 X 4 CEDAR TRIMi 1 X CEDAR TRIM AS REQUIRED RABBETED AS REQUIRED a X 8 CEDAR TRIM J 0 a X 8 CEDAR TRIM Estrada RABBETED AS REQUIRED Residence RABBETED AS REQUIRED N CEDAR O �!� a i� RA B TEDAS REQUIRED C; - ' 2350 Deep Hole Drive Mattituck, NY 11952 g LIVING ROOM GUEST BEDROOM V) p Date: Revision: 03.09.2016 Pricing Set TUBE STEEL POST, SEE STRUCT. 06.30.2016 Revised Pricing FIRST FLOOR PLAN DETAIL @ LIVING & SUN ROOM G 8.22.16 Issuefor Permit 3 ) 00 xx Scale: 5X 8 CEDAR TRIM As NOTED 82" R.O. 3'-5" 1R.0.3'-5" 98" R.O. 8'-1 $" RABBETED AS REQUIRED R.O. 2'-1 R.O.4'-9" 82" 1 1„ Title: t2 1 X 4 CEDAR TRIM 12 EE,xTERIOR DETAILS RABBETED AS REQUIRED SHOP MULLING T.B.D. CONSULT ARCH. 1 X CEDAR TRIM AS REQUIRED SHOP MULLING T.B.D. CONSULT ARCH. Sheet: A8.0 12 12 4 NEW SPRAY FOAM FOLEY FIORE INSULATION - MIN R38ARCHITECTURE ,r ; T 5 'APA RATED T&G PLYWD ,..-.�1 � r) `_,�' .� { \� �' -� ,._r � � } �.._r � ,_� 8 4' ROOF SHEATHING,TYP . ..... 71-59" N100 HALF-ROUND GUTTER vt ASPHALT SHINGLES TO /. ...... 16 _104 TO MATCH (e) 31 6 Cambridge S1. 10 MATCH (e) OVER 30# Cambridge, MA 02141 'o 6 1 7 5 4 7 8 0 0 2 3-1 ROOFING FELT,TYP 1 x FASCIA TRIM, PTD 81, T LAO F_ CAULK, GLUE, DR :::�CONT.ALUM. DRIP EDGE, LO GASKET GWB > TYP "_/ I\-4 7 WD SOFFIT TRIM, PTD x TRIM AS NOTED, PTD, DBL. 2x6 TOP PLATE W/ 10 ON WD BLOCKING CAULKED COI�,NECTI LO Lu A&M BED MOLDING J�_ ON I x TRIM, PTD �- \ 1 :-, \, J ,, } 5369 OR SIMILAR TO -co C; CL > 1x4 WINDOW TRIM, PT 11 NEW EAVE LINE TO MATCH MATCH (e),PTD,TYP 2-11' EXISTING EAVE LINE AT 4 TRIM Lu WESTERN WING OF HOUSE 1x10, PTD,ON WD BLOCKING cllq:� J 0 4-104 CEDAR SHINGLE CO 0 SIDING TO MATCH (e) FOAM 'o c2 NEW SPRAY V INSULATION - MIN R38 MUD/ WINE Room EAVE TYPICAL RAKE FLUSH FRAME RAFTER LOFT DORIAEREAvE 5'/METAL HANGER 7 1 1/2" 1'-0" 1 1/2" 1'-0" 12 5"APA RATED T&G PLYWD ROOF 4 SHEATHING,TYP FLUSH FRAME RAFTER w/METAL HANGER 12 ASPHALT SHINGLES TO MATCH (e) OVER 30# .......... 2 ILVL HEADER w/ ROOFING FELT,TYP CHAMFER CONT.ALUM. DRIP EDGE, J I}} 1 Com `-`.. c \p� >�: t, TYP j �4 > 41 8 HALF-ROUND GUTTER 'Z1 3 TO MATCH (e) ji� I x FASCIA TRIM, PTD 6' F 6" 1 x4 TRIM, PTD WD SOFFIT TRIM, PTD 212 1 x5 TRIM, PTD A&M BED MOLDING FLUSH FRAME RAFTER 5369 OR SIMILAR TO Lu MATCH (e), PTD,TYP w/METAL HANGERCO < L __j ? 0- go 1 x8 TRIM,PTD,ON WD �0 C; -co cit� 8 BLO1CKING \_4 0 "Iqlco 7Z" C14 +1 U)611 0 0, w 00 w L I x TRIM, PTD Fj� x F- n' 0? N 0� C: 0 SS CABLES,WD RAILING +1 -_2x-PT-5tEEPERS 'I`APER`ED_-_ & POST TO MATCH (e) C6) LOFT DORMER EAVE DETAIL ( 1, 1, Ill .========-RUBBER_MEMBRANE_. CONT FLASHING TO 1 1/2" 1'-0" OVERLAP RUBBER 2" PLYWOOD y HISTORICAL SUB-SILL, 4 MEMBRANE I'll, f� �tlf 0 PTD F tth fk WOLMANIZED PARALLAM,SEE TAPERED ROOF INSUL, PER STRUCTURAL DWGS FOR h \ �. ' '' Ir -7-7 MORE INFO 0 I x4 MAHOGANY DECKING CEDAR SHINGLE y SIDING TO MATCH (e) / / \ / C 'I(I`:,i i, !?I r.kT 1 x6 TRIM, PTD r�\ r' ili I-T-iii 1114-1 811 r 1 x4 TRIM, PTD 2x8 DECK JOISTS w/JOISTI x1 0 TRIM, PTD L t. HANGERS WD BLOCKING TO 2x8 LEDGER SECURE WD RAIL POST LLJ 10 R. =0 -T: Cu 0 VELUX SKYLIGHT(SEE co co WINDOW SCHEDULE) r SHIPLAP CLNG L C14 +1 C- 12 IF L b J� Coll ........... X- .\ � Estrada .4 Residence C? _CN 8 2350 Deep Hole Drive Ic —100 1.0 Ma ttitu ck, NY 11952 I x4 MAHOGANY DECKING 10 > Date: Revision: t-1 > i. DECK TO POOL 6' 2x 10 PT DECK JOISTS TILE J HISTORICAL SUB-SILL, 03-09.2016 Pricing Set CONNECTION TBD < PTD 06.30.2016 Revised Pricing WD SOFFIT,PTD -moi 8.22.16 Issue or Permit CEDAR SHINGLE SIDING TO MATCH (e) CEDAR SHINGLE SIDING <. ..... TO MATCH (e) 2x BEAM, SEE STONE SURROUND _,-----ALUM. DRIP EDGE L STRUCTURAL DWGS 4x4 PT POST Lu L? _00 Scale: 0 As NOTED Title: 12"0 CONC,SEE EXTERIOR DETAILS STRUCTURAL DWGS 3' > 21" MASTER BATH EAVE DETAIL AT SKYLIGHT MASTER BED/SUN Room WALL SECTION MASTER BATH/GUEST BED WALL SECTION Sheet: C3) t.% :2) 1 It = 1'-011 1 if = ('-o" A8. 1 FOLEY FIORE ARCHITECTURE 316 Cambridge ST. Cambridge, MA 02141 6 1 7 5 4 7 8 0 0 2 J~ = ' MU b " .: , u; . x ' HEADER AND FRAMINGy ABOVE OPENING TO BE 1" SHY OF WALLV � FRAMING, SEE INT. fT 1 ELEVATIONS _ T4 "GWB w/ SKIM COAT PLASTER _ r STAIR NOSING MAHOGANY RAIL LINE OF FINISH \ /' I� WALL BEYOND ' NOSING WD FLOORING co 2x12 STRINGERS X INSTALL J BEAD \ - TYP. IX x, AT CORNERS 6'�WINDER - !. DASHED LINES / REPRESENT ' / DEPTH„/ - - /- �* EXTENT OF STAIRi" n, STAIR RAILING, SEE W 1.. NOSING AND DASHED LINE SPEC. FACE OF RISERSREPRESENTS /, .. FACE OF RISER ABOVE - - ;. .. --- - / / / W BOLT& v/ BELOW _ -i_I I 1 x PAINTED WASHER \ j' WOOD RISER MITERED TO SHIPLAP MAHOGANY GYP. OPENING DETAIL POST INSERT C> C \\ i 2 x 2 WOOD / NEWEL POST 1p j. CN Z O ---------- " / SHIPLAP REVEAL TO ALIGN WITH M1 CD TOP OF STAIR \ TREAD TREAD ------------------------- -- OVERLAP, L-A 11 TYP b" LINE OF TREAD WINDER loll- 1'-0" • I � I i LINE OF RISER o FRAMING AS REQUIRED -y r- -4----------------------------------- ^10 / I I ' I A X PAINTED WOOD TRIM AT WINDOW/DOOR JAMB AND HEAD 3'-3211 I �\QPRE L 5 ,,,.S..F1 F/Q 16MAX EASED FO EDGE 1 OVERHANG -� C ENLARGED PLAN DETAIL AT STAIR TURN STAIR SECTION � No. 5523L7 6 _IC0 311 311 1 1-011 a X PAINTED WOOD TRIM 3" 4 Estrada % CENTER OUTLET IN +1 Residence L-- BASE TRIM BELOW WINDOWS PAINTED G.W.B. APPROXIMATE WALL 2350 Dee Hole Drive MATCH BASE TRIM HEIGHT P i; WINDOW HEAD 2Mattituck NY 11952 HEIGHT TO DOOR NEW TRIM DETAIL AT MATCH EXISTING :___..,,..._,...._....;:- 4" (V.I.F.) TYPICAL DOOR AND 4" (V.I.F.) DOOR AND WINDOW MOUNT OUTLETS IN HEIGHT- 71" WINDOW OPENINGS TRIM WITH BEADED 4 THE HORIZONTAL (UNLESS NOTED EDGE IN THE FASHION CENTERED Date: Revision: - ---- OTHERWISE) FOR ------- FOLLOWING ROOMS, _ IN BASE TRIM �� \ \ `• REFER TO INTERIOR 03.09.2016 Pricing Set �`; ROOMS IN PROPOSED 8 g GWB w/SKIM - -- ------ ADDITION -MATCH ELEVATIONS: 06.30.2016 Revised Pricing COAT PLASTER . HALL 1 = Miv OVERALL LENGTH TO \ 1.0100 \ �' EXISTING TRIM • WINE ROOM FRY REGLET"Z" PAINTED WOOD (j \ \ • PANTRY BASE TRIM "' REVEAL MOLDING \`, • DINING ROOM 1.. 1" AND JAMB ,\ PAINTED BASE TRIM TYPICAL DOOR TYPICAL DOOR CREATE g x g \\ w`\\�. \ _ __ \\\ \ - - AND JAMB WOOD FLOOR O NOTCH TO ALLOW w p LINE OF CASING LINE OF CASING 10 MOLDING TO FALL ABOVE ABOVE �\ BEHIND TRIM TYPICAL BASE TRIM TYPICAL BASE TRIM - T Scale: D �� \' BLOCKING AS AS NOTED REQUIRED Title: PROPOSED WINDOW SILLIBASE TRIM FLUSH BASEBOARD PROPSED TRIM DETAILS � ExiSTING TRIM DETAILS TYPICAL BASE TRIM DETAIL INTERIOR DETAILS 5 _ \ 4 / 3" = I'-0" ` 3 ! 3" = I'-0" \ 2 / 3" = 1'-0" \ ) 3rr = 1'-0" Sheet: C 3" = I' 0" = MIS' FOLEY FIORE ARCHITECTURE 316 Cambridge St. Cambridge, MA 02141 6 1 7 5 4 7 8 0 0 2 —IN Lu �Cie 3_VI 311 4 4 31 2.. 5" 2111 31 ,f_ m� 2 2 51 6181 51i, 32 2 2 2 2 Ilk 1 �_51VI 2 11 " RUNNING TRIM 4 (LIVING RM BEAM DETAIL 2`' LIVING RM CROWN DETAIL ! 1/2 — 1 � I/2 — I 2" 4" CASING BEYOND Cie O O Co 0 O fl. O o O O p Lu O LLJ O z O z o 3„ V) 3„ Q V) 1 " REVEAL 8 � "� 8 Ce 4 D 3" CROSS PIECE Q Q 4 z Z a� Q —ICN —ICV tt— N N I CV)100 = M100 I Z O wqn cz N PTD. WOOD PTD. WOOD tiC-, ,fit.>. f , CL d y lK ` J- ;r� o Estrada Residence 2350 Deep Hole Drive Mattituck, NY 11952 I I Date: Revision: 06.30.2016 Revised Pricing 8.22.16 Issue for Permit � N Q Q Co m (`-`LIVING RM INTERMEDIATE TRIM DETAIL 1/2 — Scale: AS NOTED ( )TYPICAL BUILT-IN DETAIL >�� TYPICAL BUILT-IN DETAIL Title: — 5 n _ n PROPOSED INTERIOR DETAILS Sheet: A9. 1