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HomeMy WebLinkAbout41299-Z Town of Southold 1/22/2018 P.O.Box 1179 _ 53095 Main Rd �! pT Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 39461 Date: 1/2.2/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING - Location of Property: 975 Westview Dr, Mattituck SCTM#: 473889 Sec/Block/Lot: 139.-1-4.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/4/2017 pursuant to which Building Permit No. 41299 dated 1/19/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH COVERED FRONT PORCH, REAR DECK, REAR SECOND FLOOR BALCONY, ATTACHED TWO-CAR GARAGE AND PARTIALLY FINISHED BASEMENT The certificate is issued to GCG Bayberry LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0084 12-20-2017 ELECTRICAL CERTIFICATE NO. 18-44865 01-17-2018 PLUMBERS CERTIFICATION DATED 01-17-2018 . eMarinis Inc ut0ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41299 Date: 1/1§/2017 Permission is-hereby granted to: Praetorius, Roger 4155 County Rt 91 Jamesville, NY 130789797 To: construct a new single-family dwelling as applied for per DEC & SCHD approvals. At premises located at: 975 Westview Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 139.-1-4.2 Pursuant to application dated 1/4/2017 and approved by the Building Inspector. To expire on 7/21/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,065.20 CO -NEW DWELLING $50.00 Total: $2,115.20 t 001 oa gip,, it 'n ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for�the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. l r?2 11.-7 New Construction: Old or Pre-existing Building: (check one) Location of Property: ��j J l,p� Q¢,1 11� MA-M House No. Street - Hamlet Owner or Owners of Property: 41,6 --iyzjn:J � L Suffolk County Tax Map No 1000, Section ( ��� Block O Lot Z-- Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval. / Request for: Temporary Certificate Final Certificate: t/ (check one) Fee Submitted:$ 0 pplicant Signa ure It Certificate of Compliance' �a tj 14 ' _ ; CERTIFIED ELECTRICAL'INSPECTIONS, I _- j 188-PARK AVENUE; _- - _ " JAN! _ - AMITYM _ LLE; NY 11701 - � -_9 201 - � -- '� _ • _ -P: (631) 598-5610, 1+ • .,C - - E _ _ RTIFIES THAT'_ i:.a:.IFYPT i - =Upori the application _ TOWN OF SOiTTH ' cation)of, Upon'premises'owned by - GC Electrical Inc., = GCG Bayberry' _ i; 102 Keyland Court 975 Westview_Drive - Bohemia; NY 11716 _- - Mattituck ;'NY,11952 Located at: 975-Westview Dive, ! = Mattituck',,;NY 1;1952 - _ - .Application Number-#:'•18-=44865 Certificate#: 18-44865. - „ Electrical Li n ce se'#..2 909-ME Section: Block-'. Lot: Building�Permit#:41299_-- Described as'a-Residential occupancy,=wherein the premises electrical'system_consisting ofi electrical devices and wiring, described'below, located in/on the premises at: _ ` - New House w/Basement%Service,Equipment _ _ __''_ ,, + I •I - A visual inspection of the premises eleI ctrical system, limited to electrical-devices and wiring,to the extent detailed herein, was conducted in-accordance with-the requirements lof-the applicable; code/or standard promulgated by the State of New York, Department of State Code Enforcement• and Administration; or other-authority having jurisdiction, and found to'be-irncom liance#herewith' on-the 17th day'of,January.2018 _I_- -'p Name - i QTY' - ARC-Fault- 15=Amp, 120V _ j - - ' Fumace Circuit- 15 Amp, 120V _- Duplex Receptacle- 15 Amp,,120V; '52 - 'Service Feeder-.200 Amp; 240V 1 , ____ 'AC!-Blower- 15 Amp', 220V - 31 _ ' :I ' j Exhaust Hood,,<20`Amp, 120V . _ QC Condenses-20 Amp;,220V 11� - + " I +' Smoke=petectot,- 15 Amp, 120V - 4- Electfical InspectorsAnthonyGiordano aCG4( z: I I JM (Q�j�/APPROVED' - DD ( ;, 1 S I I S� 1 _ `�ti 1 ' I 1 I _ __- - I I • ' ''I I ' I - I I ', , jL- Thi-s 66itificate'is not valid unless raised,seal is-present.-- + 2f , 1 � ____ ; - �' J - � .., - -11 --' � - I+ -�- .� _. �'i _ __ " � I; _ ___ Ij• -=.1 -__ "I• '' I ___ ,`^?__,IJ I�.I' '• ' 1' ' 1 Certificate of Compliance' `.CERTIFIED ELECTRICAL-INSPECTIONS- -INC:' 188-PARKAVENUE ' - _ .AMITYVILLE, NY_11701 • ! ` 31.....598-I - _ 1 P:..(6 )I =5610 CERTIFIES THAf _ ___ �' _-Upon the appli�cation'of'i =' Upon premises owned by--,, IGC Electrical Inc: - GCG Bayberry -102 Keyland Court _ ! 975 Westview Drive• - -_ Boh°emia;NY­1,1716,-;1;' Mattituck ;i NY 1.1952 Located at; 975 Westview Drive; Mattituck, NY 11952 , I �- 1 , '��____ !_T• _ j _ - ; .,. - _ Application Number_#° 18-4486.5_ Certificate#: 18=44865 Electrical.License'#: 2909-ME- - s_ i i - = 1 f = Sections Block: i Lot: Building 1 Permit#:41299` if _ ,�� Name I,, ! !, _ i QTY. FT LED Fixture-15 Amp, 120V _ 1 ;, -, , _ I I' - ARC-Fault=20 Amp,-120V _ Combo.Smoke 8 Carbon`Detector--15 Amp, 120V 3. . ;'l Dishwasher.Circuit 20 Amp,=1,20V'_ °Dryer Circuit-30 Amp, 220V - 1 ;. Exhaust Fan-- 15:Amp 120V GFI Receptacle=15 Amp,.120 V `- °_ `Incand.'Fixture`=-15 Amp, 120V' Meter-20.0 Amp, 240V, Motor-_ - . 15 Amp,'120V - - ; - 3. = .Paddle Fan - 15-Amp- , ;6. s ' _ - I- ---, ��..,`''=1P -,I•• Iv -_.c�, ic,�t�l�f c-', ��--I,, _�l i, '( _- i --_- ' _r Electrical Inspector:Anthony Giordano, - d ` Ft1CJ�C r�iti il' APPROVED _ This'certificate is not valid unless raised_seal is-pre n - I_-1 „ Certificate of Compliance_ CERTIFIED ELECTRICAL INSPECTIONS INC - -- i I - -188 PARK.AVENUE,, -�' - AMITYVILLE; NY 11701 - it P: (_631-)-598-5610 J a ,:GERTIFIES.THAT' --:_ _ :'j-,..-=- !, "_-` Upon the application of; lJpon premises owned ! - _ GC Electrical Inca GC,G-Bayberry ': = 102 Keyland'Court' _ 975 Westview_Drive: a = Bohemia; NY 11716!,, Mattituck ,'NY 11952=J 1952- Located 7 � - _ _ t: 9 5 Westview Drive; Mattitucki,,NY 11952 Application Number* 1844865_• ,Certificate#A 844865 Electrical License#:,2909-ME.- _ Section: Block: Lot:' Building Permit#: 41299 „ Name- = Service Disconnect-2007. -Arrip;244VF --1i` Special Receptacle'-60'Amp,'220V' ' 1 Switch '15'Amp-120V Transfer Switch,-!200Amp;240V '' Electrical Inspector: Anthoriy'Giordano i �\\N G ed _ APPROVED o=. --This certificate is nonvalid unless raised seal is present.. -- _- �'' - O�q S0(/TyO ' Town Hall Annex g Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Y BUILDING DEPART .NT TOWN OF SOUTHOLD D 1 JAN 1 8 2018 . J'l.r..R r''i•'A i.'G� �. !!'A ti• TOWN OF SOUTHOLO CERTIFICATION Date: g/!7 0,-2 Building Permit No. Owner: ,q lease.print Plumber. (Please print) T I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of JS11420—IL- RHANDI J LOPICCOLO r Notary Public-State of New York NO.01L06315566 Qualified in Suffolk County . Notary Public, County My Commission Expires Nov 24,2018 SOUj9 �O • a0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS. dD t-i �- dv +ov� Q K-✓ '�b��v� l -Q L G k✓ o✓ -�h' wt AC �I�c- bp'�pri i ,'o✓ Pidlb eti A!w�- VJ.4,iAj PA4V + 6WAS . S S 4►`eM/ ��o,✓ s R 0 V DATE ,3b' M 4-- INSPECTOR I pE SOUjy� �0 • �O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC RICAL (FINAL) REM KS: ` � I fro 1 DATE 3 7�' INSPECTOR so o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG [ ] ELECTRIC (FINAL) REMA S: 4 `V �wv 0 - C., R71 DATE INSPECTOR fjf s 0o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ OUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL TRICAL (FINAL) or REMARKS: &fl SV VQi 00(06( VyAA Ar m �Ylwl 5 6uA4L DATE / INSPECTOR souryo� �o • io TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPEC ON [ ] FOUNDATION 1ST [ UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] "FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1 � � o Q,3 DATE 0 5 l INSPECTOR I pf SOUTyo e �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL WJ0 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i 6w, �� &e� 15;lmql� Y ✓ � � S �✓Ia�✓ DATE INSPECTOR I CHARLES M. THOMAS R.A., PLLC 206 LINCOLN STREET RIVERHEAD, NY 1 1 901 D (631 )727-7993 DD CDTH0MAS63 @AOL.COM 44_2W MARCH 299 201 7 Building Department BUILDING DEPT. Town of Southold TOWN OF SOUTHOLD Re: GCG Bayberry, LLC Residence 975 Westview Drive, Mattituck, New York BP # 41299 Dear Sire/Madam: This letter shall serve to certify that I was retained by the owner to inspect the above referenced residence and can attest that the foundation steel reinforcement (footing and wall) has been installed and conforms to my plans and specifications and the 2015 IRC. Thank you for your attention to this matter. Please contact me with any questions you have. Very rul yours, AA. TO��� HARLES M. THOMAS, R.A., `gq �• 0240�Q oF N Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 975 Westview Drive,Ma"Cl, � 3 i ( nTest Date 1/15/2018 Building Permit#: 41299 `_^..I3.' �j :"/ (( -' liance Pathway Performance Test Completed by : Chris Silvia E. T Rater ID# 4150294 Home Energy Solution JAN 1 8 2018 NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 '. BPI# 631-673-0664 TOWN OF SOUTHOLD Building Envelope Tightness Volume Calculation : Check if.- Floor f:Floor Area Volume ❑✓ Conditioned Basement Basement 1295 12950 ❑ Conditioned Crawl Space 1St 1295 12950 ❑ Sealed Attic 2nd 1372 11186 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI 2765,except that conditioned floor area includes areas where the ceiling height is less than 5 Attic ft. Total Volume 1 37776 CFM @50 pa 1875 Air changes/hr@50 pa 2.97 Code Compliance: PASS Duct Tightness: Post Construction Test-Total Duct Leakage System-1: First Floor Duct Location Conditioned Space - ------------------- ------ Floor Area 1295 Leakage CFM @ 25pa N/A CFM/100 ft2 CFA Code Compliance: Exempt System-2: 2nd Floor Duct Location Attic Floor Area 1372 Leakage CFM @ 25pa 52 CFM/100 ft'CFA 3.79 Code Compliance: Pass System-2: Within Condition Space Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft'CFA Code Compliance: Pass Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required.b the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: Chris Silvia,Home Energy Solutions J.P. HUNTER ENTERPRISES, INC. HUNTER INSULATION ■ HUNTER HARDWOOD FLOORING 675 Elton Street,Riverhead,NY 11901 (631) 83 120 fax(631)283-4163 1 D January 17, 2018 JAN 1 8 2018 TOWN of SOUTHOL D RE: 9;75 W. View Dr. Mattituck f To W iorn It May Concern, This i to certify that the above referenced house wa insulated as follows: R-49 iberglass ceilings. 2" closed cell foam R-13 with 3 %2" R-13 unfaced fiber lass. R-38 fiberglass ceilings. Air seal. Fire caulk. Sincerely, Kevin Burch FOUNDATION.(1ST) aNV-WI �, _ , ®' FOUNDATION (2ND) UOMMAAW-- Fein ' % � s MEN .. Ri'i''ri� ROUGH FRAMING& tZaMT-Im .:fj7 �'��rZfflj7P ENERGYMIA STATE INSULATION PER N.Y. .!a..' . .. . Inal �_ � 7A 9 �/Afl MI-A-M MAI W f.W PEP ADDITIONAL COMMENTS 'w Email, full Y TOWN OF SOU THOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY,11971 i 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 jq ' D ���� V Flood Permit Examined a• ,20 �/ Single&Separate D Storm-Water Assessment Form JAN 3 2017 Contact: •. ' Approved ` l J) Mail to: LtT0C_V--_T-T6MAS Disapproved a/c. t 81) LDING DEPT. ?0 -7 T J�� -N 1 INN TOWN OF SO OLD Phone: 31 —7Z-7 Expiration 120 B ' spector APPLICATION FOR BUILDING.PERMIT Date , 11 ' --��, 20_ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 !1 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.N6'building shall be occupied or used in whole,or'in pari for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. s 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, auihorize, 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 e,and regul ' ns, and to admit authorized inspectors on premises and in building for necessary inspections. AA (Signature of applicant or name,if a corporation) 1\J1 111--7 (Mailing address of applicant) State whether applicant is owner, lessee, agen rchitect ngineer, general contractor, electrician, plumber or builder Name of owner°of premises G a& (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Loca n of land on which proposedwork will be done: S WE5VJe� PVIVL im MZPc,(L— House Number Street', Hamlet County Tax Map No. 1000 Section 139 Lot 4-a— 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 VA-G1� b. -Intended use and occupancy 'tNh;r 3. Nature of work(check which applicable):New Building V"**' Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 04 goo W , oe aid on filing this-application) 5. If dwelling, number of dwelling units r'IM Number of dwelling unLys i each floor If garage, number of cars CM 6 MAL 6. If business,'commercial or mixed occupancy, specify• a j=iWjtfiqdf each type of use. /V,4' 7. Dimensions of existing structures, if any: Front a AL(m'� OT ytF�Z ear� Depth '— Height Number of Stories Dimensions of same structure with alterations or additions Front — Rear Depth Height — Number of Stories 8. Dimensions of entire new construction: Front (4P '' Rear (o Depth 77 Height 7�37 Number of Stories 'Z 9. Size of lot: Front �O 2✓ Rear 10 r!. qj(-P Depth '1(e Z , 3 - - 2?(o.o 4 i 10. Date of Purchase Name of Former Owner ��A�ToV_lip S 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO /Will excess fill be removed from premises? YES NO L fi Q -XV& l.ir-co�_ 51- '259 -S'719 14. Names of Owner of premises d l`'(�Address RyLk !Aprr0 Phone No. Name of Architect GA!�j � M1tamAddress Phone No '7Z7--7Rq 3 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES /.NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ✓ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,'PROVIDE A COPY. STATE OF NEW YORK) COUNTY OFS -F l C4�� 7DI:116� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ,,.�� pr4_5 (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief-,and that the work will be performed in the manner set forth in the application filed therewith. Swor tobefore me this day of 20 Notary'Public TRACEY L. DWYER Signatu of Applicant NOTARY PUBLIC,STATE OF NEW YORK NO.01 D W6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,26 7 - • If. Adk NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03947 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: CHARLES M THOMAS THOMAS PROPERTY 206 LINCOLN ST v= 975 WESTVIEW DRISCTM#1000-139-1-4.2 RIVERHEAD,NY 11-901-0877 MATTITUCK,NY 11952 (631) 727-7993 Facility Application Contact: JMO ENVIRONMENTAL CONSULTING PO BO)C447 QUOGVE,NY 11959-0447 (631) 653-0607 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: MATTITUCK Facility Principal Reference Point: NYTM-E: 706.7 NYTM-N: 4541.4 Latitude:. 40°59'51.4" Longitude: 72°32'32.8" -.,.... :.•�•.. ,:.�.(:.;...s.,•\•:...ti.._•1._TS.A•::>::Ss$e!':.i,�i:'S'3��-45r'+,a •r.a':•:r.'. Authorized Activity: Construct a new single-family dwelling with decking;pool,pervious driveway, drywells and septic•system !Z` ie,Tidal Wetland Adjacent Area all as shown on the attached s..urvey- prepared:.by:'Nathan Taft Corwinn 111, dated:6/15/16, stamped "NYSDEC Approved" on 10/4/16. SAPJ- 09-01`4 Permit Authorizations " Tidal Wetlands -Under Article 25 Permit ID'1-4738'='0394.7/00003 New Permit.... ,Effective.Date:,10%4/201.6 Expiration Date: 10/3/2021 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:GEORGE W HAMMARTH, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters xxie SUNY @ Stony BrookJ50'Circle Rd Stony Brook,NY 11790 -3409 Authorized Signature: - Dat e% Page 1 of 7 S ott A. Russell ,��°5� Jif_ ST(01PLA J WATIEE, SUPERVISOR �T ( r I��1[A\�A\ GIEl�W WE `7C' SOl[MOLD TOWN HALL-P.O.Box 1179 p 530951 ain Road-SO=OLD,NEW YORK 119710 - Town of,Sou th o l d 1 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET r, P p 4 2011, ( TO BE COMPLETED BY THE APPLICANT ) - ----DOES--TMS---M07EC;T—IIVWL F—THE—'FOLLOWING---— --_-. ..--•---.._.--- Y U (t71ECK ALL THAT APPLY �I ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ; ❑ B. Excavation or filling involving more than 200 cubic yards of material . within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. EV i ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind 'replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax 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 Departmjent_iad _your Building Permit Application. APPI CANT. (Property Owne Design Professional gent,Contractor.Other) S.C.T.M. ': 1000 Date. �— District NA � Aft A A LM nl 4•Z t 3 1 t-1 ria Section Block Lot I FOR.BUILDING DEPAftTNIENT USE ONIL i` Conta i Information 2� — l 9 g 3 Reviewed By: - - — — — — — — — — — — — — — — — — Dale: Prol erty Address / Location of Construction Work: — — — — — — — — — — — — — — — — — _ Approved for processing Building Pernio 'tor iwater Management Control Plan Not Required. —Im 1 IyISicrm.vater P✓lanagcciei t Ccn;rol P{a i is Rcqured. (Forward to Engineering Department for Review.) FORM SMCP - TOS MAY 2014 i • APPLICANT fProperry Owner( sign Protessionil)Agenf,Contncror,Other) S'C T.M. #: 1000 WC4 (''STA PTF.R x.3.6 NAME. G� - s_q BlocStormwater Management control Plan CHECK LIST. ,6 S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: o * The applicant must provide a Complete Explanation and/or Reason for not providing 4 * all Information that has been Required by Ghe following' Checklist! I A Site Plan drawn to scale Not Less that 60' to the inch MUSTIf You answered No or NA to any It m, Please Provide Justification Here! Show all of the following items: Y NO NA If you need additional room for explanations, Please Provide additional Paper. a Location & Description of Property Boundaries b. Total Site Acreage. C. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-1702). EROSION &SEDIMENT CONTROLS d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Shall nclude but not be l e. Limits of Clearing & Area of Proposed Land Disturbance. ntainpd ion Entrance f. Existing & Proposed Contours of the Site (Minimum Z Intervals) & g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. I) Spot Grades & Finish Floor Elevations for all existing & proposed structures, I Location of proposed Swimming Pool and discharge ring. J. Location of proposed Soil Stockpile Areas. k Location of proposed Construction Entrance/Staging Area(s). CC DRAINAGE I Location of proposed concrete washout area(s). Contact IT) Location of all proposed erosion&sediment control measures. gaekPrij4before 2. Stormwater Management Control Plan must include Calculations showing thatP-Certification that the stormwater improvements are sized to capture,store,and Infiltrate I I InflalledtO Code. on-site the run-off from all Impervious surfaces generated by a two(21 Inch rainfall /storm event. ! 3. Devils 8 Sectional Drawings for stormwater practices are required for approval. ItcmS requiring details Shall include but not be limited to: i 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 t�f t..,Ni.;iNt:t_.Ft.INCa : ;PARTMEN'I' USE ONLY Additional Information is Required. Reviewed & I Stormwater.-Management Coni�bGomplete. Approved By. - - - - - - - - - - - 1— -TeVM49_ _QUT$QLU - - — ® Stormwater.Nlanageme�t Control Plan is Complete. - Date: �- 7 I SMCP has been approv id by the Engineering Department. FORM SWCP Check List - TOS MAY 2014 .. r � ' �•'� •.., � T,r •n Il,rll S.11lyS f,•1�� - jW j"H T TERRY 117<► 1 �— Gu �1 P o- nr,.r WV CLERK �l,n' ItEGISFRA2 OF VITA.Sf•A-T15Fez 0 Ic,l 11CS `yam 1 �- 76cR�1 MARRIAOF OF'F'ICER Tcicph(inc 016 70. RECORDS MANAGEMENTOITICE:II !/Ol FREEDOM OF INrORMA-nON OFFICER OFFICE OF THE TOWN CLERK TnWN OF SOUTHOLD ( tff 401, THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations of, the Code of the Town of Southold: "Floodplain Development Permit Xpplication" (FDP(93) ) , and "'Certificate of Compliance r Development in Special Flood Hazard Area (C/C(93)] . B:`ice G[rT TOW-*4 OF SOUTMOLD �h T . Terry ` _ Y Southold Town Clerk August 25 , 1993 APPLICATION PAGE 1 0( 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be Filled out in duplicate. SECTION 1• GENERAL PROVISIONS (APPLICANT to read and sirm) 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 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 rssued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make rr-asonable inspectioas required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT AL TATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE B T F Y KNOWLEDGE,TRUE AND ACCURATE.- (APPLICANTS SIGNATURE) t"'" DATE �h ,JSECTION 2: PROPOSED DEVELOPP/1EN4 be completed by APPLICAh n �(� 2oCo L G L*Qa'�'�! NAMEt�� ADDRESS �3("ZZT+ L G3 TELI✓PHONE AP P LI CANT BUILDER �•etI�ER t� �.��, � —�,+�vs5� gds. PROJECT LOCATION: To avoid delay io proccssing the application, please provide caough information to easily idcatify the project location_ Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intcrsecuag road or well-known landmark- A sketch attacbcd to this application showing the project location would be helpful. FDP(93) APPLICATION PAGE 2OFa DESCRIPTION OF WORK (Cheek all appbcable boxes) A STRUCTURAL DEVELOPMENT CT VITY STRUCTURE TYPE ` �✓ , c Imo-' O ew Structure O Residential (1-4 Family) Addition ❑ Residential (More than 4 Family) ❑ Alleratioo ❑ Noo-residential (Floodproofing? ❑ Ycs) O Relocation ❑ Combined Usc (Residential & Commeraal)r ❑ DemdGtioo P ❑ Manufactured (Mobile) Home (In Manu- e- • T / Replacement factured Home Park? D Ycsnd ) 1 ESTIMATED COST OF PROJECTS B. OTHER DEVELOPMENT ACTIVITIES. D Fill O Mining O Drilling O Grading O Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) j O Roa�l4 Street or Bridge Construction 1 % ❑,Su/F'� vision (New or Expatsioo) l Rl Inflrvidual Water or Scwcr System G Othcr (Please Specify) Aftcr completing SECTION 2, APPL[CANT should submit form to Local Administrator for renew_ SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL AWINISTRATOIZ) The proposcd dcvclopmcnt is located oo FIRM Pancl No. Dated The Proposed Development: O Is LM located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Ls located in a Special Flood Hazard Arca. FIRM zone deni&oation is 100-Year flood elevaluon at the site is: R NGVD (MSL) ❑ Uoavailablc ❑ Tbc proposcd dcvclopmcnt is located to a floodway FBFM Pancl No Dalcd O Scc Src(lon 4 for additional ios(ructions SIGNED DATE APPLICATION 70 PAGE 3 OF 4 SECTION 4. ADDITI NAL INFORMATION REQUIRED To be completed by L CALADMINIST'RATOR The applicant must submit the documents checked below before the application can be processed: O A site plan showing the location of all cxrsttng structures, water bodies, adjacent roads, lot dimensions and proposed devclopmcot. O Development plans,drawn to scale, and specifica(ipru,including where applicable details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodprooFwg of u"ties located below the first floor and details of enclosures below the First floor. Also O Subdivision or other development plans (If the subdivision or other development,exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-yeas flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations- 0 Top of new fill elevation Ft. NGVD (MSL). Ft:NG�/D MSL . For ❑ Floodprooftng protection level (oon-residential only) ( I _ ) [loodproofed swctures,�nppficant must attach certification from registered engineer or architect. O Certification from a"registered cogineer that the proposed activi4 in a regulatory (loodway result i will not n an increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. O Other-. E 1 5: PERMIT DETERMINATI N e completed by L AL ADMINISTRATQM I have determined that the proposed activity. A- ❑ Ls B. O Is not in conformance with provisions of Local Law i1-9 The permit is issued subject to the conditioru attached to and made part of this permit. SIGNED DATE If BOX A is checked, the Local Administrator may Lssuc a Development Permit upon payment of designated (cc If BOX B u checked, the Local Admustrator vnJI provide a written summary of deficiencies. Appli�l may uvi revise and resubmit an appbca(ion to the Local Administrator or may request a bearing from lbe Board of Appeals • APPLICATION W PAGE 4OF4 APPEALS Appealed to Board of Appeals' O Yes O No Hearwg date Ppe --- Conditions SECTION 6 AS DUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of_Complianee is issued The following information must be provided for project structures. This secdoo must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 bciow. 1. 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 Qoor, excluding piling and columns) is: Fr. NGVD (MSL). 2. Actual (As-Built) Elevation of(loodproofing protection is FT. NGVD (MSL). / Any work performed prior to submittal bf the above information is at the risk,bf the Appli"can 1. NOT' ! r SECTION 7 COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS- DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? O YES O NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be coml2leted by LOCAL ADMINISTRATOR) C r ilicatc of Complia-ace issued: DATE: BY: Attachment B //� BAMP, ,E CERTIYCATE %JF COMPLIANCE / ecial Flood Hazard Area for Development in a Sp I 1 I TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAJARD AREA (()WrNR t MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING O VACANT LAND ' THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19-- SIGNED: 9 .SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C /C ( 93) :�f o��SUfFOCKc���� Town Hall Annex �� y� Telephone(631-1802 54375 Main Road -c Fax(631) 734-9502 P O Box 1179 CD 1{ Southold, NY 11971-0959 o fir ' BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 1-1 --311-7 Owner: w�— Location of Property: MntVte'.j Wt,"k:5— TVC'(C Please take notice that the (check applicable line): New residential structure Addition to existing residential structure ; :y Rehabilitation to an existing residential structure to be constructed or performed at the subject property referQnce above wi{l Utilize (check a plicabfe line): Truss type construction'(TT) Pre-engineered wood construction{PW) Timber construction (TC). in the fo wing iocation(s)(check applicable line): Floor f-amin indudingirders and beams F Roof framing (R) Floor and of frami FR) Signature: Name (person submitting this form): 1 � Capacity(check applicable line): ti Owner Owner representative { TnissResReg15.docx Effective 1112015 �. -c 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC PXifiTOhi-t ' _.._. _ _. _ _._.._-.- .- -- _ ------DESIGNATION-OF CONS T nUC T iOli (PMS) 9187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN- REFLECTIVE WHITE 112" STROKE — --- - - :ars�ortia�i`rorvot�srR6cit4t - - —. -------- - = -- '- --- COMPONENTS THAT-ARE OF TRUSS CONSTRUCTION "F' FLOOR FRAMING, INCLUDING GIRDER$IAWD BEAM,S- "R` ROOF FRAMING "FR" FLOOR AND ROOF ERA(�lrl(II'G l RLJSS ID f X11 1 RCKfl VNa- GN CONP`�. UA1VCE-W _: l0 :.CRRl?i4RT-fi2F-S4A.q c : �•- - wrMSDALE _ I ,SEs olvralae�l EXAMPLE TRUSS IDENMCkHON SIGN -DATE 0:(08/2005 ' — ----- - --NEW `CORK STATE DEPART(Ilt'ENT OF STATE DIVISION OF CODE ENFORCEMENT j2Tf1EN�L7 'rCjc: AND ADMINISTRATION Southold Town Board of Appeals SOUTHOLD, L. I., N. Y. 11971 TELEPHONE(516)765-TSM APPEALS BOARD MEMBERS CHARLES GRIGONIS,JR. SERGE DOYEN,JR. September 7, 1979 TERRY TUTHILL ROBERTJ.DOUGLASS , Acting Chairman Ms. Muriel Tolman, Secretary Southold Town Planning Board Southold Town Hall Southold, New York 11971 Re: Variances approved 9/6/79 upon the condition appli- cant(s) receive Southold Town Planning Board approval ' for subdivision, etc. Dear Ms. Tolman: t Please be advised that the following matters have been granted variances, conditional upon the appli- cant receiving your department's approval for subdivision: (1) Appeal No. 2590 CELIA VITALE Location of property: N/s Bayview Road, Southold (2) Appeal No. 2582 THOMAS & EDITH PERILLO, 87 Old Country Road, Melville, NY 11747 (Agent: Carman, Callahan, Carman & Sabino, Esgs.) Location of property: S/s Great Peconic Bay Boulevard, Laurel (3) Appeal No. 2588 FRANCES N. FRISBIE, Clearwater Lane, Cutchogue, NY 11935 Location of property: W/s Nassau Point Road and S/s Clearwater Lane, Cutchogue J (4) Appeal No. 2586 RICHARD PRAETORIUS , 846 West- moreland Avenue, Syracuse, New York 13210 Location of property: Westview Drive, Matti- tuck, New York. The applicants above are aware that formal applica- tion must be made to your Department before consideration may be made. Sincerely yours, Linda F. Kowalski Secretary After investigation and inspection, the Board finds that the applicant wishes approval of insufficient area and width as well as approval of insufficient road frontage in order to subdivide this property. The neighboring lots also have road frontage and area and width less than that required in the Zoning Ordinance, and thereby gives a pattern in the neighborhood. The Board finds that strict application of the Ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of the property and in the same use district; and the variance will not change the character of the neighborhood and will observe the spirit of the Ordinance. On motion by Mr. Tuthill, seconded by Mr. Grigonis, it was RESOLVED, that RICHARD PRAETORIUS, 846 Westmoreland Avenue, Syracuse, New York 13210, be GRANTED a variance to the Zoning Ordi- nance, Article III, Section. 100-31, approving the insufficient area, width and frontage on the proposed lots with the following CONDITIONS: (1) That the applicant obtain approval from the Suffolk County Planning Commission. (2) That the applicant obtain approval from the Southold Town Planning Board for approval of the minor subdivision as proposed in its application. Location of property: Westview Drive, Mattituck, New York; bounded on the north by Eriksen; east by Westview Drive; south by Dawe; west by Mattituck Creek. Vote of the Board: Ayes: Messrs. Douglass, Tuthill and Grigonis. ED Qr, Chatirman Bold 0 AWLS RECEIVED AND FILED BY THE SOU'l.fo TOWN CLERK DATE��7� HOUR:%44X° _✓,rte Town Clerk, Town of Southold l - �!l •\II .�...�Ilgnno,uns.nor a Anon .( ro Iles suer n A vlourpJr OI `` LClgr 7701 CI IN NW rOtlt 11Ai1 aDaa'At10r ' ? ER}KSFN I coral a nal wenn rA.ror swei. a m �% na uAs Rl:nross a.ca sus a WsoMIa MAI Slur NCI J-,-j 10 4 A YAap Iws cop. +� j n s t„ U' r///� 1 cuAurrm wlcAlm,na�.a saAu nh r3O BQDw'ER ROAD ar rowe Ea 252-0 ("� __ tml co--.wnnara/'�J \ ro IN AssCNO3 or 1N illp4ylel24052 Sq rr ro Aaantouta roraunnu os wsurNrA ; p. ;. % oynussr Nb30 pNt510v !IIIA ' z C �! Y I S56cKA��/ -- i n a l• /i MA` E. FOR � ROGER 4C21 - • - � MAT. �I•i Llan I. SZALE I ' TJWN OE �711TriO.L: !v. i. 0•I.0NUl ENT. ------ MTaL�e�n•42.S23 5Q Fr. q�'o ;".k11ENOF17; EFT I4,(779--c--it T CQIJTCIGRSF.ROMSUFFQQ4'.00.APW.:AEf21AC.' KEY MAP,. o y , 2NJ'iDL'R9.BE EliftfNERsU3D1V(DEL, o 4■'o eODa•1' GVARAt:T'EE.D TG .3t�EMI>ES7�1'A"',� 6Q.Z0?lE., 3 ._,al. TttA r=E GUACAN_''EE C_MHI.N_Y lz GI:Y_•F.SkW/GED65ALS1'STEMj:;. {ED = W'l F:.'wro2ti m SUFI;.CO LIEALTFI DEi'T;. ' 3 d t r^I^ n a A 1,I 1 "5TI4t1GARDS::==• - - -:— � � eR,..,ue R0. ` ,�..!, l��Lt� l/r.iV_rV �SUf fbCIC"Qa rAX MAP DESIvNAi ION 1 - ' y `c P.e ^ rMlses. — r —---I+='-.--- D t?V¢_VE-`/O_?S - GiCF_E+•.i_ it:",4.Y_ I -z---- - - �~`-- orl oil lb bl- In Peope2TY Pe`—pe-- ''crT— '`- i5u="='=~ ' -- ~_�__ _ D -- -- or ' 7Zmvwo� �c�n�vo�c'r�)� === IPMATWH LAW.COPM of TMS W. MI ItAIM16 \ ---'--- SUM I PC 5,11;21k-CCU-'V wwpIcL 2ATE FOR DRIVEWAY' ''13E SHOWN THUS: `.'• ' YSTEM DETAIL FINISH GRADE ELEV. 12.0' TEST HOLE DATA OF PRECAST REINFORCED CONCRETE COVER (TEST HOLE DUG BY McDONALD GEOSCIENCE ON NOVEMBER 25, 2014) BURIED 1'-DEEP min. 2' DEEP max. o 5' -1' MIN. 6" BROWN SANDY LOAM OL ,CHING LEACHING T 3' CLEAN o.s' kLLEY GALLEY SAND PALE BROWN SILT ML O OCOLLAR EL. 9.7' o BROWN SILTY SAND SM 8'. {�;8'D-'tr'►� •Z w HIGHEST EXPECTED GROUND WATER 4' --i------- - ELEV. 3.0' PALE BROWN FINE SAND SP EL 3.0' HIGHEST EXPECTED GROUND WATER BOT. EL. 6.0' - 104, HIGHBWA EER ELAGE HINH2W0ATER MARK GROUND WATER EL 0.0' 13.4 ELEV. 0.0' LEACHING GALLEYS (4) WATEIN PALE RBROWN FINE SAND'SP IUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 17' LLEYS; 4' DEEP, (8.5'x 4.75') RING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) HING STRUCTURES, SOLID DOMES AND/OR SLABS. :OVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). min. DISTANCE BETWEEN LEACHING;GALLEYS AND WATER UNE SHALL BE MAINTAINED. min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC TANK SHALL BE MAINTAINED. NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: AKX EXISTING CONTOUR LINES ARE SHOWN THUS: — — — — LUcs PROPOSED CONTOUR LINES ARE SHOWN THUS: Q 5 F.FL- FIRST FLOOR G.FL- GARAGE FLOOR LU ci.0 W TB - TOP OF BULKHEAD O co Q BB - BOTTOM OF BULKHEAD N TW - TOP OF WALL r �. BW - BOTTOM OF WALL ,n 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO481 H 1�pp ZONE AE: BASE FLOOD ELEVATIONS DETERMINED Lab p� ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. f ��+ 3. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,500 GALLONS. 1 TANK; 5' LIQUID DEPTH, 8' DIA. coo. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 4 LEACHING GALLEYS; 8.5' LONG, 4.75' WIDE, 4' DEEP _F__=_1-PROPOSED' FUTURE 50% -EX PANS 10N� -GALLEY- -r- -- - — TNOTES: L--J ANCE, AND STORAGE OF CONSTRUCTION )NFINED TO THE LIMIT OF CLEARING ® PROPOSED 8.5' LONG x 4.75' WIDE x 4' DEEP LEACHING GALLEY 18ANCE SHOWN ON THE APPROVED PLANS. CEMENT OF ANY CONSTRUCTION ACTIVITIES, SILT SCREEN (MAXIMUM OPENING OF BE STAKED AT THE LIMIT OF CLEARING 0 ICE SHOWN ON THE APPROVED PLANS. PROPOSED 1,500 GALLON SEPTIC TANK MAINTAINED, REPAIRED AND REPLACED AS 0 0 ENSURE PROPER FUNCTION, UNTIL ALL 2ERMANENTLY VEGETATED. SEDIMENTS N SHALL BE REMOVED AWAY FROM THE 4. ALL HOUSES WITHIN 150' ARE. CONNECTED TO PUBLIC WATER. :D UPLAND LOCATION BEFORE THE 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD CEMENT OF ANY CONSTRUCTION ACTIVITIES, OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. STAKED STRAW OR HAY BALES SHALL I AT THE BASE OF THE REQUIRED SILT 6. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION f THE REQUIRED. SILT SCREEN. THE.BALES BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. REPAIRED AND REPLACED AS OFTEN AS PROPER FUNCTION, UNTIL ALL DISTURBED Y VEGETATED. THE AVERAGE USEFUL UfzE IkY THS. SEDTHEIMENTSALES TO AN TRAPPED BYAPPOVED1 THE BALES THEMBALES BTHEMSELLVES ARE RREMOVED. APPROVAL OF STMfA*AT1HR RECESSED B 236 RECESSED YVTRENCH NG SIX TO FOUR CINCHES ES TN OETHEOCROUND. CONTROL.P N TO tdd@ THAT EMPTY INTO DRYWELLS SHALL BEI INSTALLED DENCE. EROSION&SEDIMENT CONTROLS Date: A-b � IG POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. gpproyed by: MUST BE CONSTRUCTED OF PERMEABLE MATERIALS Shall include but not be limited to: PED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF 3 ONTO THE ,TURBANCE RE°ULTING FROM THIS PROJECT SHALL BE OR OFF- TE. A well maintained Construction Entrance, 1PRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW Wire Backed Silt Fencing, stabilization & PLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF THE EXPIRATION DATE OF THE BUILOING�PERMIT, Seeding of pYOn,ed a.r,, j1nr jTlartjVc SOILS. 1LCH SHALL BE MAINTAINED UNTIL A S ITABIE PREPARED IN ACCORDANCE WITH THE MINIMUM STABLISHED. IF SEEDING IS IMPRACTICAL I DUE TO STANDARDS FOR TITLE SURVEYS AS ESTABLISHED CRY MULCH SHALL BE APPLIED AND FINAL SEEDING BY THE LI.A.L.S. AND APPROVED AND ADOPTED 5 WEATHER CONDITIONS FAVOR GERMINATION' FOR SUCH USE 8Y YORK STATE LAND '� OVER IS DEFINED AS A MINIMUM OF 85% AREA DRAINAGE INSPECTIONS ARE REQUIRED TITLE ASSOCIATIO OF CONTIGUOUS UNVEGETATED AREAS NO LARGER N SIZE. Contact TOS Engineering at 765-1560 before SS WAYS SHALL BE SED AT EWITH THE EXISTING ROAIDS, TOUF REVENTYRUNOFFEIR Itackfill, OR Provide Engineer's Certification EDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO 11it>bat the drains W BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, drainage has been installed to Code. Z BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR WAY AT THE ACCESS POINT ALONG THE ROAD. c� N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDTIION Nathan T of t Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATCOPIES `AW Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TD BE A VAUD 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 rtle Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 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 r�\,-° va ' 0�� o j1 f \ x A wLp N \ o \ po �gv TEST 140 _ \ � 4P*o SIG o x„-Z 13.0 u4 UP 00 { \ x �• af� C� o \ �O x 's \ o \ xm z g ��' $�� �o 4` lip 1 � � x-Li I G�� � I x-M I LZcp 50' MIN. \ OR TO BE SUFFICIENT TO KEEP SEDIMENT ON SITE \ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � � KAY BAI AND/°R SILT PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 0 SINGLE 1=AIMILY RESIDENCE ONLY8 O a -------------- Oa DATE A-S- REF. No. APPRCm FOR MAXIMUM OF (^ � BEDkOOpag HAY BALES MID/OR EXPIRES THREE YEARS FROM DATE OF APPROVAL SILT FENCING PLAN VIEW E)fIST1NG GRADE ROAD HAY BALES AND/OR SILT FENCING CONSTRUCTION E:JRANCE BASE OF COMPACTED 3/4 STONE BLEND OR N.Y.S. D.O.T. APPROVED R.CA SOIL IS NECESSARY FOR IAEA EA CHOSEN FOR STOCKPILING OPERATIONS FILL TO 18' MIN. ABOVE EXISTING i DISTURBED AREAS. SHALL BE DRY AND STABLE. GRADE TO ALLOW FOR DRAINAGE TABIUZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. CROSS SECTION 'H, NONVEGETATIVE COVER. AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH APPING BARRIERS. THE PILE SHALL'BE SURROUNDED WITH EITHER SILT IYESOF YTEARED,SSTELCONDITIONS, VEGET TION-ORRCOVER DBALES, THEN STABILIZED WITH TEMPORARY CONSTRUCTION ENTRANCE F USE. 2 SLOPE OR LESS (NOT TO SCALE) y � y y 7 R y y y y y y y .,. .i. .� .L �Ir . 140 1 w 50-00' 5 '. - SURVEY OF PROPERTY SITUATE F'oTYPICAL STORMWATER UNIT1VIATTITUCK TOPS TO BE TRAFFIC BEARING N (NOT TO SCALE) TOWN O F S O U T H O L D CAST IRON INLET FRAME do COVER (FLOCKHART 163518 TYPE 6840) FINISHED GRADE OR 6" THICK REINFORCED CONC. COVER �! 8" TRA C BEARING SLAB (mai.; SUFFOLK COUNTY, NEW YORK N O PIPE FROM ROOF GUTTERS S.C. TAX N o. 1000- 139 -01 -4.2 USES °BLGG'"ATER SCALE 1 "=20' CRUSHED 3/4" - 1-1/2" STONE ALL AROUND JUNE 1 5, 2016 LEACHING RINGS NOVEMBER 30, 2016 REVISE PER SCDHS NOTICE No. 1 CN REINFORCED PRECAST CONC. O S-O" 4000 PSI ® 28 DAYS 3'-0• 2 i boo (min.) 4" (min.) TOTAL AREA = 21 ,321 sq. ft. 90 <�`o ° UPLAND (TO AREA TIE NE) 20,1097 cc. ft. GROUND WATER N Sao o N o DRAINAGE SYSTEM CALCULATIONS: LOT COVERAGE DATA OVER UPLAND AREA � W I \ x mm ROOF AREA: 1,740 s ft. ' A P cc q' DESCRIPTION AREA % LOT COVERAGE , 1,740 sq. ft. X 0.17 = 295.8 cu. ft. 295.8 cu. ft. / 42.2 = 7 vertical ft. of 8' dia. leaching pool required � IN �, HOUSE W/ PORCH 1,737 sq. ft. 8.7% �� I 14.6 O \ 7D PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS ' 0o DRIVEWAY AREA: 860 sq. ft. DECK 285 sq. ft. 1.4% 110-1- \ 860 sq. ft. X 0.17 = 146.2 cu. ft. 146.2 cu. ft. / 42.2 = 3.5 vertical ft. of 8' dia. leaching pool required INGROUND POOL 648 sq. ft. 3.2% PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL WITH OPEN GRATE TOTAL 2,670 sq. ft. 13.3% �o/g E� \ PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ---- X 1r �, PROPOSED 8' DIA. X 4' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY ARE SHOWN THUS: �.. 3. TEST MOLE _ ` `..©.../ nl (ll it x t,.7 L \ 3.4 I O Orn \ 13.0on I / f1 0. :;�::.. :'.'.'v..... 14.4 PROPOSED SEPTIC SYSTEM DETAIL lP N(p \\ x177 jjs a �� 19 \ O HOUSE FINISHED GRADE (NOT TO SCALE) Y" ELEV. 14.5' FLAG y/y�� \ �O\ti Q x FINISH GRADE Z_ / \ x Ip•.;.,. \ _ "`' ELEV. 13.5 TEST HOLE DATA z ELEV. 12.0' o 24"dia. LOCKING, WATERTIGHT do INSECT PROOF TEST HOLE DUG BY McDONALD GEOSCIENCE ON NOVEMBER 25, 2014 fTTiltlll Til i �7 L: •:••1. I Uj��E CAST IRON COVER TO GRADE PRECAST REINFORCED CONCRETE COVER �. � ` \ ',•,!`' eMf o POL s � BURIED 1' DEEP min. 2' DEEP max. I \ 1 \ cS �. 1 �s QYQxo v' ` • I 15.2 \ In O TOP EL. 12.4' 8„ L. 3.4 BROWN SANDY LOAM OL C' 1' MIN. TOP EL. 10.5 - 1' MIN. \\ MIN. 4" DIA. 6 0.5' � e�'� I• � � � o ��P 2�2S SEPTIC \ I LEACHING LEACHING T 3' CLEAN zmo W x7.2 Q4 / A'/ S �p�' ��� APPROVED PIPE TANK APPROVED PIPE �;::�:��:�:�::::::�:: '�-•:........ .. ti y y � GALLEY GALLEY � Q, :::X g0 O. 0 2 INV. EL. min. PITCH 4" min. PITCH 1 8" 1' SAND PALE BROWN SILT ML �� o n \. �` O 11.6 1/ /1' INV. in / / 0 0 1 COLLAR cw m �� \ / . I \ :::::::::::::: �. :.I.:.:..:.::. a o Cr EL. 11.2' NV o ' {o \ : �( �........ <^yo p 8 INV. EL. I EL. 9.7' z W m 9 P Q� I e 0. +k 0 N v \ x I D Q �: I.:::::::::: : :::: a s 10.7' a 3' \ 1' -� HIGHEST EXPECTED GROUND WATER 4' p� \ � �� 'u \ :•.:X.70.3::.:;: �,:: Oen T�8ZIP? l�' �8'. 1- e8'�---�-►� Z BROWN SILTY SAND SM z•n� ------ ------ - --- -- --- EV. 3.0' PALE BROWN FINE SAND SP 1 e¢o. / - -- -�=--- ------------- -- EL HIGHEST EXPECTED GROUND WATER z ra rn BOT. EL. 5.0' BOT. EL. 6.0' EL.3 0- - 10.4' 1' ABOVE AVERAGE HIGH WATER MARK }} SEPTIC TANK �1 GROUND WATER HIGH WATER ELEVATION 2.0' EL. 0.0' 13.4' civ I \ \�.:: ':':':':':' yj�' I 0 1. MINIMUM SEPTIC TANK CAP ELEV. 0.0' vmN o x \ Tll EP CAPACITIES FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. '� Y WATER IN 2 I ': 1 TANK 8' DIA. 6' HIGH 5' EFFECTIVE DEPTH LEACHING GALLEYS 4) �ian .J lS1 •::.:.-Ji � �� Q '(J QQ• ( ) �-- PALE BROWN FINE SAND SP •N• Z C` � g� :'i�:�:::• :' � / 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 1. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 s ft SIDEWALL AREA. FpuN�A•`' i02"G ' �O�O''' '�6 /A, 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", ATOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". 9 17• N G-O O �. /- yiv� 4 GALLEYS; 4' DEEP, (8.5'x 4.75') l �,$ Ocl ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 2, LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE OR EQUAL -0, 1 x I 173 U' 1 g� 8� 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. ( ) ptQ: :.x, I p LEACHING STRUCTURES, SOLID DOMES AND/CR SLABS. 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF 11/4") 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). I I \ (1 Z ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 4. A 10' min. DISTANCE BETWEEN LEACHING GALLEYS AND WATER LINE SHALL BE MAINTAINED. I \ of 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC TANK SHALL BE MAINTAINED. ,FLAG I X-5-5 I\ 8.6 e z i� / o IIx x z � oTti<� �� I 0 �, ti s.7 �aFJOO� � ` x� � P� ��, / / �6 of NOTES: m I I 60 rn � / yy�G��Q ��5� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM I -13 / o EXISTING ELEVATIONS ARE SHOWN THUS: xx.x P CpJ: EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -XX- - - - / TT (jn I I I Apo / P �\x / O�Z �W- PROPOSED CONTOUR LINES ARE SHOWN THUS: F.FL.- FIRST L =1 (FLAG 45 I / OR x7.3 1 / �R X19: G.FL.- GARAGEFLOOROOR L AIS pQJ�JGtai �P i�T�� q,: cf) BB - BOTTOM OF BULKHEAD Sr LU t"^ LL1 TB TOP OF BULKHEAD HAY BALES LQ BW - BOTTOM OFTIN - TOP OF WALL2"x2" STAKES _ I (TWO EACH BALE) \ I I x8.4 J SIO `� A� FLOW ( ,� c° ,� 2. FLOOD ZONE INFORMATION TAKEN FROM: " FLOOD INSURANCE RATE MAP No. 36103CO481 H GRADE ,' �';:;�M COMPACTED tdi ' jBACKFILL DRAINAGE `g T� ZONE AE: BASE FLOOD ELEVATIONS DETERMINED (T► \ I I wN ,NOI IV �l S[oo ■ c. . � \ ip, � �� f v INLET ,",_" �,T„", ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. I I °GF-OF NcE �� \� r'��j0 e;+> 3. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,500 GALLONS. \ I szz 1� as• 5 .s. Er.- ' 3. \ � �. 10 � � t.:..;�;;^ 1 TANK; 5 LIQUID DEPTH, 8 DIA. ?. I x \ \ MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. \ \ BALES TO BE SET 4 LEACHING GALLEYS; 8.5' LONG, 4.75' WIDE, 4' DEEP IN 4" TRENCH FLAG \ \ \ ELEVATION __ 50' MIN. 2 OR TO BE SUFFICIENT TO rRENcx S ALE BARRIER ® INLETS STORMIYATER MANAGEMENT NOTES: r PROPOSED FUTURE 50% EXPANSION GALLEY \ .,_.•�_ .. KEEP SEDIMENT ON SITE L__J \� SUFFOLK COUNTY DEi�A;;Tp, ~� 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION 1irNT OF HEALTH SERViCE�' I HAY BALES AND/OR MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING > eQ AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. ® PROPOSED 8.5 LONG x 4.75 WIDE x 4 DEEP LEACHING GALLEY 6'° o ,> a SILT FENCING 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, P£Iti�41T FQR f�-PiROVAL ©F CONST RUCTION FOR A o A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF U.S. SIEVE /20) SHALL BE STAKED AT THE LIMIT OF CLEARING (� \ \ x47 GOA \ SINGLE 1-A!-1ILY RrSi.aENCE ONLY El 'O STEEL OR WOOD AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. O PROPOSED 1 ,500 GALLON SEPTIC TANK \ �� p El STEEL EXTRA STRENGTH FILTER FABRIC POST (TYP.) THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS O 1 Q Q I REQ'D. WITHOUT WIRE MESH SUPPORT OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL o -------------- Z DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS w� / _ v� o TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE 4. ALL HOUSES WITHIN 150' ARE CONNECTED TO PUBLIC WATER. L ®ATE I -) a [�E` �e�© f I I( 10' MIAX. O.C. SPACING Z ° r llliii 06 �j y Q N W/ WIRE SUPPORT FENCE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD SAG\ G� APPRc, Ike W 6' MAX. O.C. SPACING SCREEN IS REMOVED. \ �C J /���ti� 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. W/0 WIRE SUPPORT FENCE A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL / [ ":'�=- � BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT 6. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION Fl�dl i.4HXiit Ui*i OY F'_'•,.•':Dn O O1.;S I SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES '° FLOW SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS Is BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. HAY BALES AND/OR NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED E%AIRC,�3 TFlREE YEARS Ff'OEvi DATE Or APPR VAL SILT FENCING ',' I AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES PLAN VIEW SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED ^ �" "ATTACH FILTER FABRIC SECURELY UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. TO UPSTREAM SIDE OF POST 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. (, 't' "a ' `' eta°�: "� ,/ / /\/\� '•;f'\\/\\/\\//\\\ 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED meq."''• :��' Cj3F � / // // // �\ .�/i ON THE PROPOSED RESIDENCE. �5vf�° ,. c \`�\^��\\\j SILT FENCE DETAILS 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. BE ROAD ExIsrlNc GRADE NOT TO SCALE B PROPOSED EQUIPPEDTWITH CDRAINA PERMEABLE FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. HAY BALES AND/OR NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE SILT FENCING MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW CONSTRUCTION ENTRANCE BASE OF EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF NOTES: COMPACTED 3/4" STONE BLEND SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS OR N.Y.S. D.O.T. APPROVED R.C.A. OFF-SITE TRANSPORT. WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE PREPARED IN ACCORDANCE WITH THE MINIMUM REGRADING do VEGETATING DISTURBED AREAS. FILL TO 18" MIN. ABOVE EXISTING TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE SHALL XI DRY AND STABLE. GRADE TO ALLOW FOR DRAINAGE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE DI STANDARDS FOR TITLE SURVEYS AS ESTABLISHED VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING BY THE L.I.A.L.S. AND APPROVED AND ADOPTED PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION 36" HIGH POLE (MAX.) PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION FOR SUCH USE BY TH EYY YORK STATE LAND PILE SHALL BE SURROUNDED WITH EITHER SILT STEEL OR WOOD POST AND GROWTH. TITLE ASSOCIATIO STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA 7t +"► Q: APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER "��r° AND REQUIRED PERIOD OF USE. 2 TEMPORARY CONSTRUCTION ENTRANCE THAN 1 SQUARE FOOT IN SIZE. �� SLOPE OR LESS (NOT TO SCALE) 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR TCO STABILIZE ENTIRE PILE 1 SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF "' I .I/ y 4 OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO l� WITH VEGETATION OR COVER THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, y, 4 14, 4 OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. 4" X 6" TRENCH W/ COMPACTED CAM)�v`' N.Y.S. Lic. No. 50467 4 4 4 4 ,y 4 4 ,y �, � 4 BACKFILL 4 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin ��� 11 N TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING STRAW BALES OR SILT FENCE THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. SOIL STOCKPILE CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. NOT TO SCALE ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 36-126 g• '40" W- _5� 0 � 42 _ 5 � _ - SURVEY OF PROPERTY DSITUA TE �0 TYPICAL SRMWATER UNIT BE MATTITUCK (TOPS TO BE TRAFFIC BEARING) LA 0 (NOT TO SCALE) CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) TOWN 0 F S 0 U T H 0 L D OR 6" THICK REINFORCED CONC. COVER FINISHED GRADE TRA C BEARING SLAB (max.) SUFFOLK COUNTY, NEW YORK J 8" N O PIPE FROM ROOF GUTTERS S.C. TAX N o. 1000- 139 -01 -4.2 OpUBL\CGWATER -2 D' usEs CRUSHED 3/4' - 1-1/2" STONE SCALE 199 ALL AROUND J UN E__..15,-.--2-01-6_,_ `* LEACHING RINGS NOVEMBER--30; 20'1'6 REVISE PER SCID NOTICE`1No 1 O REINFORCED PRECAST CONC. JANUARY 17, 2017 REVISE PROP. HOUSE LOCATION 0 3'-0" 4000 PSI ® 28 DAYS 3._0. '•--- O(� (min.) 4" (min.) TOTAL AREA = 21 ,321 sq. ft. m (TO TIE LINE) 0.490 ac. o � UPLAND AREA = 20,097 sq. ft. GROUND WATER �Z�`�3 N �(I1 �V• Ln S�Qo o \ o DRAINACE SYSTEM CALCULATIONS: LOT COVERAGE DATA OVER UPLAND AREA �1 1 x mrrr ROOF AREA: 1,740 sq. ft. DESCRIPTION AREA % LOT COVERAGE 1,740 sq. ft. X 0.17 = 295.8 cu. ft. T\JI( 16 295.8 cu. ft. / 42.2 = 7 vertical ft. of 8' dia. leaching pool required N ➢ HOUSE W/ PORCH 1,737 sq. ft. 8.7% 14.6r 1 p \ PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS 1� 26`• �o DRIVEWAY AREA: 860 sq. ft. DECK 285 sq. ft. 1.4% „(`1 \ W ` 1 \ 860 sq. ft. X 0.17 = 146.2 cu. ft. 146.2 cu. ft. / 42.2 = 3.5 vertical ft. of 8' dia. leaching pool required INGROUND POOL 648 sq. ft. 3.2Y RIs \ • �\pl[) \ \ s/ y \ � � PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL WITH OPEN GRATE TO TOTAL 2,670 sq. ft. 13.3% 101 RN,E V 0� \ A 2 f PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ---- ,- P U14 �X // TEST POLE PROPOSED 8' DIA. X 4' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY ARE SHOWN THUS: /.. ...� Y x^ n jctt (� 1 X11.7 L� 3.4 nj 13.0 G--� - :..:.:V.':.i:p `.• �^o II d d�f7 fp � �� 6,10� �\. .�D., I e.. � � o �, 1J1(1) \ 1 e ,,, / \ :. ' . PROPOSED SEPTIC SYSTEM DETAIL CDC C P OLS 1 X // \ �0- ° ,a Po'' .':.:° ::: •���� v� pp �A HOUSE ELEV. 14.5' (NOT TO SCALE) FINISHED GRADE FLAG y ) ` O s 0 N� \ x FINISH GRADE ELEV. 13.5' ELEV. 12.0' TEST HOLE DATA req) 1 p: tt oQ�. \> \(! 24"dia. LOCKING, WATERTIGHT & INSECT PROOF PRECAST REINFORCED CONCRETE COVER TEST HOLE DUG BY McDONALD GEOSCIENCE ON NOVEMBER 25, 2014 rn 1 1.:' ' �:Q.. 1 c I �P��E \ CAST IRON COVER TO GRADE BURIED 1' DEEP min. 2' DEEP max. �.....; � � E 13.4' ° c \ C` 1' MIN. TOP EL. 10.5-,,,,, 1' MIN. o 1 TOP EL. 12.4' 15.2 �vP 8„ o'a� � o Q ° ��O2S MIN. 4" DIA. 6„ BROWN SANDY LOAM OL ° Qg ) SEPTIC � I �: :;;:;:;:;::' g-:::::::::::::...::::::::• APPROVED PIPE TANK APPROVED PIPE LEACHING LEACHING T 3' CLEAN 0.5' \o INV. EL. GALLEY GALLEY ? SAND :::::: :::::X:... s G o O min. PITCH 1/4"/1' INV. in min. PITCH 1/8'/1' O O 1 PALE BROWN SILT ML 11.6' O COLLAR �� ��o O� EL. 11.2' v :::!':':'::::::.'.'.'.' INV. EL. 9.7' O g" INV. EL. 3' -4 I X 'B I t1c• :.••QO ¢, .a G 10.7' D, ^� BROWN SILTY SAND SM 8' -ry ° 8'. 8' -w �o 'x\ \ ......: 0. fG O D{?'.: 1 �o I-- I`-° I►t t--�-►�. HIGHEST EXPECTED GROUND WATER 4. t c OT .. i ELEV 3.0' zo i Q ---------------- --- --------- ------ -- ------- -- --- PALE BROWN FINE SAND SP ;. ......::::..: eye + \ 9 6. HIGHEST EXPECTED GROUND WATER mp + X O r * 1..: ::: ::;::::;: . .. / �G `y BOT. EL. 5.0' BOT. III 6.0' EL. 3.0' 0 \,\ �,1 SEPTIC TANK (1 ) --- ozZ + 1 - 10.4' 1' ABOVE AVERAGE HIGH WATER MARK GROUND WATER EL. 0.0' HIGH WATER ELEVATION 2.0' Q 13.4' v Q I Sz \�.'.:\::::. ELEV. 0.0' �mN e V x \ T11 �0 V 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. 1 i':::':':''' ' '. Q P' 1 TANK 8' DIA. 6' HIGH 5' EFFECTIVE DEPTH LEACHING GALLEYS (4) WATER IN Dr, 01 ;.:•.:,y . P Q ( ) PALE BROWN FINE SAND SP z C d -7 X;:4 Q 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. OVNE GAN' 102 G -i I ��O'::;::;:6 O 1. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 17, 3. WALL THICKNESS SHALL BE A MINIMUM OF 3 A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". ( ) N f I G p :•.:..0 S P� 4 GALLEYS; 4' DEEP, 8.5'x 4.75' O I 0� ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. A I X'�) 1 O S 4, ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 2. LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) w I I \ -TI rn � ,pfQ::;.;;x. �G. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. ..0 I K GO 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 1 I 1 (� n O I ,' SO ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 4. A 10' min. DISTANCE BETWEEN LEACHING GALLEYS AND WATER LINE SHALL BE MAINTAINED. I \ O Z I ;:; is � � 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC TANK SHALL BE MAINTAINED. 1FL1 1 I \ \ --I X .' �_... 0-1CJ1d�< 1 1 1 \ X_" 9.7LO 0 X� I n \� P�" �'� / / ` ti pG.s o�'Q��G NOTES: m 1 , 60 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 1 1 a _I3,$��" 1'/ pvtio� � EXISTING ELEVATIONS ARE SHOWN THUS: Lx-.x p a 1 1 7o O i y5• To EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -XX- - - - y -A j�� ��yo �O PROPOSED CONTOUR LINES ARE SHOWN THUS: t , F.FL.- FIRST-FLOOR L �1 FLAG X45 ' 1 X7.3 1 G�P�FR Q �FL.- GARAGE FLOOR J 1" TOP OF BULKHEAD BB - BOTTOM OF BULKHEAD HAY BALES 2"x2" STAKES TW - TOP OF WALL I I x84 J 11�OIp.� OTTOM OF WALL FLOW (TWO EACH BALE) 2. FLOOD ZONE BINFORMATION TAKEN FROM: COMPACTA� F GRADE FLOOD INSURANCE RATE MAP No. 3610300481 H \ I I I L S BACKFILLED ZONE AE: BASE FLOOD ELEVATIONS DETERMINED t�SS DRAINAGE CP I OE \pWN �_ NSR / Sy �Opf INLET ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. ILO \ oGE +�� �� 3. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,500 GALLONS. S 1 TANK; 5' LIQUID DEPTH, 8' DIA. 2. 1 X 1 \ MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. \ \ BALES TO BE SET 4 LEACHING GALLEYS; 8.5' LONG, 4.75' WIDE, 4' DEEP IN 4" TRENCH \ FLAG 1 � \ � 50' MIN. ELEVATION __ \ \ OR TO BE SUFFICIENT TO TRENCH LDITI aaaLE BARRIER ® INLETS STORMNATER MANAGEMENT NOTES: r PROPOSED FUTURE 50% EXPANSION GALLEY KEEP SEDIMENT ON SITE L--J z 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION HAY BALES AND/OR MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING \ ¢ SILT FENCING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. ® PROPOSED 8.5 LONG x 4.75 WIDE x 4 DEEP LEACHING GALLEY � N 1 F00�' a 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, O \ I I 0 A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF GO11G \� W U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING Q J X'4.7 0 0� STEEL OR WOOD AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. O PROPOSED 1,500 GALLON SEPTIC TANK \ w THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS -4.� \ \ ++ � p �ny EXTRA STRENGTH FILTER FABRIC POST (TYP.) o \ 1 0 Q I z OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL +0 0 _------------- REQ'D. WITHOUT WIRE MESH SUPPORT DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS Z o TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE 4. ALL HOUSES WITHIN 150' ARE CONNECTED TO PUBLIC WATER. ZP7 0 u N 10' MAX. O.C. SPACING o SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE �� e w/ WIRE SUPPORT FENCE SCREEN IS REMOVED. 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD SLAG\ GJ 6' MAX. O.C. SPACING 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. \ W/O WIRE SUPPORT FENCE A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT 6. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. HAY BALES AND/OR FLOW SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS SILT FENCING •' NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED -" ~_ AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE ' OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES PLAN VIEW �--- SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED ATTACH FILTER FABRIC SECURELY UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. TO UPSTREAM SIDE OF POST 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. 5. SILT SCREEN SHALL BE RECESSED BY\\�/\\\ 6. LEADERS PAND GUTTERS SIDENTHAT EMPTY INTO EDRHYWEL SING IXSHALL EBEIrINSTALLED TO THE ROUND. ON SILT FENCE DETAILS 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. EXISTING GRADE NOT TO SCALE B. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS ROAD OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. HAY BALES AND/OR NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE SILT FENCING MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW CONSTRUCTION ENTRANCE BASE OF EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF COMPACTED 3/4" STONE BLEND SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, TO BE USED WHERE TOPSOIL IS NECESSARY FOR NOT AREA CHOSEN FOR STOCKPILING OPERATIONS OR N.Y.S. D.O.T. APPROVED R.C.A. OFF-SITE TRANSPORT. WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE PREPARED IN ACCORDANCE WITH THE MINIMUM REGRADING & VEGETATING DISTURBED AREAS. FILL TO 18" MIN. ABOVE EXISTING TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE SHALL BE DRY AND STABLE. GRADE To ALLOW FOR DRAINAGE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING BY THE L.I.A.L.S. AND APPROVED AND ADOPTED VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION 36" HIGH POLE (MAX.) PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION FOR SUCH USE,BY,TgE NEW YORK STATE LAND PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE AND GROWTH. TITLE ASSOCIATION _--. PILE SHALL BE SURROUNDED WITH EITHER SILT STEEL OR WOOD POST STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH 10, SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER `�• s, "' , TEMPORARY CONSTRUCTION ENTRANCE FLOW AND REQUIRED PERIOD OF USE. THAN 1 SQUARE FOOT IN SIZE. 2 SLOPE OR LESS NOT TO SCALE 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR ✓ "� �� .,,,�'),�\ ( ) 1 SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF STABILIZE ENTIRE PILE OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO r rr v.7', WITH VEGETATION OR COVER THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, 6 OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. \ 4" X 6" TRENCH W/ coBACKFI�� ��'i", � , '•. N.Y.S. Lic. No. 50467 ��, ,Y 1L 1Y \Y 1Y �Y � � N/ � � TOATHISOSURVDEY ISEATION OR VOLATIONDOFTION Nathan Taft Corwin iii SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING STRAW BALES OR SILT FENCE THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. SOIL STOCKPILE CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. NOT TO SCALE ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 36-126 SURVEY OF PROPERTY az'ao" W - 50.00 SIT UA TE 5 s, _ J TYPICAL STORMWATER UNIT (TOPS TO BE TRAFFIC BEARING) M AT T I T U C K (NOT TO SCALE) CAST IRON INLET FRAME do COVER OFLOCKHART /63518 TYPE 6040) TOWN 0 F S 0 U T H 0 L D DFINISHED GRADE OR 6' THICK REINFORCED CONC. COVER Tzo C BEARING SLAB ('ma°:> SUFFOLK COUNTY, NEW YORK N o � PIPE FROM ROOF GUTTERS S.C. TAX No. 1000- 139 -01 -4.2 SCALE 1 "=20' r; CRUSHED 3 ' - 1-1/2' STONE 1 5, 2016 p ALL AROUN JUNE/4 T*1 v LEACHING RINGS (� REINFORCED PRECAST CONC. 0 3'-0. 4000 PSI o 28 DAYS 3'-0. TOTAL AREA = 21 ,321 sq. ft. 4. (min.) (TO TIE LINE) 0.490 OC. UPLAND AREA = 20,097 sq. ft. f o E N' y GROUND WATER o `Ss Q0 o DRAINAGE SYSTEM CALCULATIONS: 0 LOT COVERAGE DATA OVER UPLAND AREA 1 Si CL -A 1 X cE ROOF AREA: 1,740 sq. ft. DESCRIPTION AREA X LOT COVERAGE 1,740 sq. ft. X 0.17 = 295.8 cu. ft. i (J1 N 'e; 295.8 cu. ft. / 42.2 = 7 vertical ft. of 8' die. leaching pool required PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS HOUSE W PORCH 1,737 sq. ft. 8.7X rpt' �o DRIVEWAY AREA: 860 sq. ft. DECK 285 sq. ft. 1.4X 2 0 1 \ 860 sq. It. X 0.17 = 146.2 cu. ft. N \ \ 146.2 cu. ft. / 42.2 = 3.5 vertical ft. of 8' dia. leaching pool required INGROUND POOL 648 sq. ft. 3.2X (5 PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL WITH OPEN GRATE ` \ LI'rO .11V y i)�t' PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ---- TOTAL 2,670 sq. ft. 13.3% 11 P X '° \ 3 R'D J Jr lx ,EST PROPOSED 8' DIA. X 4' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY ARE SHOWN THUS: +*O L 11.7 L/ 1 ';�':': \•'_.y/ 10LA 0% 'A a •R,.:••, ..e ° °z `'- \ : '..-.';::. �'::':: `J 4" PROPOSED SEPTIC SYSTEM DETAIL rno .:. ELEV U3.5' (NOT TO SCALE) HOSE FLAG Q y7 r�J\\' O, �r" X FlNISHED GRADE FINISH GRADE Z- 1 \ • 't ELEV. 12.5' ELEV. 12.0' -n failtl - ` ,,Q.;; 'Nj1V� \ ' �, 24'dia. LOCKING, WATERTIGHT & INSECT PROOF _TEST HOLE DATA ffflll 1� CAST IRON COVER TO GRADE PRECAST REINFORCED CONCRETE COVER ` P0� s c BURIED 1' DEEP min. 2' DEEP max. (TEST HOLE DUG BY McDONALD OS 1 N.F ON NOVEMBER 25, 2014) TOP EL 11.5' 1' MIN. TOP EL 10.5' - -1' MIN. o' 15.2 �vP y 2 8" MIN. 4" DIA. 6" BROWN SANDY LOAM OL v I 1 ► �` o �z �Z `":.':::1 ,ate SEPTIC X12 I .... y \:`. o� ���• � LEACHING LEACHING T 3' CLEAN o.5' I APPROVED PIPE TANK APPROVED PIPE r_ ao ::- ( :::::-: ::-:':; .. . o INV. EL. GALLEY GALLEY z \ o �. min. PITCH 1/4"/1' ,n INV. min. PITCH 1/8"/1' p O SAND d v N \ t (� i 10.5' I COLLAR PALE BROWN SILT ML o \ 9 A ' P ' : :: :. ::::::.. o EL. 10.3' INV. EL. 9.7' o n \ �`� y INV. EL. { 3' Pin V \ X \Dc :.'::.::: :::::: QQ. -\3fJ•;;::;'';:i :;::: !.::::::::::i : :i: ':. BROWN SILTY SAND SM ............ �-8' • }�-► 8'• }�-,8'D--•-'� La HIGHEST EXPECTED GROUND WATER 4' z�' - -=-_ -= -'- ------ ELEV. 3.0 ' PALE BROWN FINE SAND SP n EL 3.0' HIGHEST EXPECTED GROUND WATER [ / \.\ v V� S E PTI C TANK (1 ) BOT. EL 4.6' BOT. EL. 6.0' - 10.4' 1' ABOVE AVERAGE HIGH WATER MARK �' GROUND WATER EL 0.0' HIGH WATER ELEVATION 2.0' o :. .. ;::::::; :::::::::::: :: ::::::. . �pQ. G Y ELEV. 0.0' 13.4' 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 BEDROOM HOUSE IS 1 rn m w •G� x \ TP `I? ,500 GALLONS. J 1 '�';i ::':' '' 1 TANK; 8' DIA., 6' HIGH (5' EFFECTIVE DEPTH) LEACHING GALLEYS o (4) WATER IN PALE BR 2. C OWN -1 � CONCRETE SHALL HAVE A M FINE ��..'�.� . ��''��'.������'.'�•.•.. HA MINIMUM COMPRESSIVE SAND SP � Z � .;,,$,�X;„•. E STRENGTH OF 3,000 psi AT 28 DAYS. OJNO °SN' 102.x' I (C day 3. WALL THICKNESS SHALL BE A MINIMUM OF 3', A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4'. 1. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. F _j' : ::;'O, �' / ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 sf. 4 GALLEYS; 3 DEEP, (8.5 x 4.75) 17' \ - O . d I � 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. P 2. LEACHING GALLEYS AR€ TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) 1 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS WITH A MAX. TOLERANCE OF t1 LEACHING STRUCTURES, SOLID DOMES .AND/OR SLABS. I \ ( /4) 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE I X w 11 .:.....pp .:::::•:. . _ OR EQUAL). �1 :::;:•O':;`. :: :: :'` I _R do ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL ( ) ` 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL ET£ MAINTAINED. 4. A 10' min. DISTANCE BETWEEN LEACHIIJG GALLEYS AND WATER LINE SHALL BE MAINTAINED. XS,j N I ::;:: :::;:;;:. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC TANK SHALL. BE MAINTAINED. XJU 1 X-4.5 11 ` • m 1 1 X� I P� ?� rn '\i NOTES. 1 1 p 35 q 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM •P EXISTING ELEVATIONS ARE SHOWN THUS: � 1. =Ln I 1 I 1 I ,ofl I I / �� EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -XX- - - - o I F.FL.- FIRST FLOOR FLAG 1GARAGE FLOOR 2 I x x p+'"¢1�G L- TOP OF BULKHEAD I / Q g �P BB - BOTTOM OF BULKHEAD A 1 1 I I SFS I�T►�y HAY BALES 2'x2' STAKES TW - TOP OF WALL (TWO EACH BALE) BW - BOTTOM OF WALL 1 \ I I I x 1�A t FLOW MPA GRADE 2. FLOOD ZONE INFORMATION TAKEN FROM: I zz COMPACTED FLOOD INSURANCE RATE MAP No. 36103CO481 H `-i 1 1 I I I (Of BACKFILL S�oP � DRAINAGE ZONE AE: BASE FLOOD ELEVATIONS DETERMINED INLET ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. I 3. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,500 GALLONS. Lo � .�z ` SQ9 \ 1 TANK; 5' LIQUID DEPTH, 8 DIA. I x 4. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. \ \ BALES TO BE SET I FLAG ` IN 4" TRENCH 4 LEACHING GALLEYS; 8.5' LONG, 4.75' WIDE, 4' DEEP d1l 50' MIN. ELEVATION y I \ \ OR TO D SUFFICIENT TO PROPOSED FUTURE 50% EXPANSION GALLEY k KEEP SLOIMEHT CI SIZE STORMVATER 3fANAGEYENT NOTES • 1i 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION L__J SILT SAI Nc AND/OR MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING iAND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PUNS. ® PROPOSED 8.5 LONG x 4.75 WIDE x 4 DEEP LEACHING GALLEY L X* N 1 F� 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, o A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF O \ 1 \ w U.S. SIEVE /20) SHALL BE STAKED AT THE LIMIT OF CLEARING O lD J ` x4.Z C STEEL OR WOOD AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. PROPOSED 1 500 GALLON SEPTIC TANK EXTRA STRENGTH FILTER FABRIC POST (TYP.) THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS O , REQ'D. WITHOUT WIRE MESH SUPPORT OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL O IMENTS REI Z,p 1 ! ,,OOo pQ' N 10' MAX. O.C. SPACING TRAPPED BY THE SCREEND A EAS ESHALLNBE EMOVEDTLY EAWAY D. DFROM THE 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Z \ • W/ WIRE SUPPORT FENCE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. SCREEN IS REMOVED. / (7�0 s' MAX. O.C. SPACING 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, 6. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION >L W/�0 WIRE SUPPORT FENCE „'�:t� A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL BY NEW YORK STATE AND •J I ,,• •: : , BE STAKED END TO END AT.THE BASE OF THE REQUIRED SILT /OR OTHER REGULATORY AGENCIES. `• SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES HAY BALES AND/OR >•••: :'.::'. ilR SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS SILT FENL?�G NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED . •• AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE .--;, OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED N Y S D E C PLAN VIEW • ' '•' UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED, ATTACH FILTER E'A�IIC SECURELY ' TO UPSTREAM SIDE OF POST 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. APPROVED AS PER TERMS B. SILT SCREEN SHALL BE LEADERS AND GUTTERS THAT RECESSED BY INTODRRYWELLS SHALLES INTO THE BE INSTALLED AND ANC CONDITIONS OF ON THE PROPOSED RESIDENCE. PERMIT NO. " ^� SILT FENCE DETd!!S 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. GRADE NOT TO SCALE B. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS ROAD OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF DAT Q k FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. HAY BALES AND/OR NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE SILT FENCING MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW ENTRANCE BASE OF EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF COMPACTED 3/4'STONE BLEND SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, TO BE USED WHERE TOPSOIL IS NECESSARY FOR 11.. AREA CHOSEN FOR STOCKPILING OPERATIONS OR NYS D.O.T.APPROVED R.C.A. OFF-SITE TRANSPORT. WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE REGRADING k VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. FILL TO 18' MIN. ABOVE EXISTING GW40E TO Aunty FOR DRAINAGE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS YIPRACTICAL DUE TO PREPARED IN ACCORDANCE WITH THE MINSM TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING STANDARDS FOR TIRE SURVEYS AS ESTA81J5Fm VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION 36' HIGH POLE (MAX.) PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION BY THE LI.A.L.�AND ADOPTED PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT STEEL OR WOOD POST AND GROWTH. FOR SUCH STATE LAND STABILIZATION MEASURES) SELECTED SHOULD BE FENCING OR STRAW BALES. THEN STABILIZED WITH 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85X AREA TITLE ASS IAT ,, APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS. VEGETATION OR COVERED. TEMPORARY CONSTRUCTION ENTRANCE FLOW VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER AND REQUIRED PERIOD OF USE. �- THAN 1 SQUARE FOOT IN SIZE. �J 2 SLOPE OR LESS (NOT TO SCALE) 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR i SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF STABILIZE ENTIRE PILE 4, 1y ', v, OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO �. WITH VEGETATION OR COVER THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, 2 Z OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR �Y �I� W y ' CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. _ 4L 1L •Y -L- ��� 4" X 6" TRENCH �Y �L NY �Y `I' W 41 �Y �Y W/ COMPACTED � BACKFlLL Lic. No. 50467 y y UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin l l l TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Q EDUCATION LAW. Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR STRAW BALES OR SILT FENCE COPIES OF THIS SURVEY MAP NOT BEARING EMBOSSED SEAL SHALL NOT BE CONSIDERED SOIL STOCKPILE TO BE A VALID TRUE COPY. NOT TO SCALE CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. (631)727-1727 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 SURVEY OF PROPERTY SITUATE f MATTITUCK _ TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 139 -01 -4.2 SCALE 1 "=20' Ln �� JUNE 15, 2016 NOVEMBER 30, 2016 REVISE PER SCDHS NOTICE No. 1 n; JANUARY 17, 2017 REVISE PROP. HOUSE LOCATION o MARCH 26, 2017 FOUNDATION LOCATION TOTAL AREA = 21 ,321 sq. ff. (TO TIE LINE) 0.490 ac. , V UPLAND AREA = 20,097 sq. ff. D MAR302017 CERTIFIED T0: O L GCG BAYBERRY, LLC ? o EUILDTNGDLTT. PECONIC ABSTRACT Inc. T NVN OF 5U=ZD 3) N �\Gn za cn NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 9. �1 � \ x EXISTING ELEVATIONS ARE SHOWN THUS: XX-X .IN \ ; EXISTING CONTOUR LINES ARE SHOWN THUS: — — — —XX— — — — �� I A \ PROPOSED CONTOUR LINES ARE SHOWN THUS: o F.FL- FIRST FLOOR 14.saT rr m� I \ G.FL.- GARAGE FLOOR \ 2v o TB - TOP OF BULKHEAD V\ BB - BOTTOM OF BULKHEAD TIN - TOP OF BW - BOTTOM OFLWALL 5 \ \ 2. FLOOD ZONE INFORMATION TAKEN FROM: TOgIU 1 \ FLOOD INSURANCE RATE MAP No. 36103CO481 H �/0/gp,E �\ 11.s \ �- ZONE AE: BASE FLOOD ELEVATIONS DETERMINED P X A \ �I \ ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. ICI+AgD J IX 11.0 / 12.2 /13.1 TEST HOLE _r g I+ X''z 12.5 �° ► � � 13.0 I I . �� � �� �ap 1 I 04 CT% 14.41 1 \N o FLAG / `,\ \ \ 0 CJr- \ \ X I 15'2 ! �. A \ X22 ` O.p. 61 �ZoX-10 0 "'- `c .z �X \ A� 'j •'LJ' ��S 70 rnmN15 X \ o n ro 1 SXR \ =° \ X22 I �c• �` /e ,'� c ��° �. F (FLAG \ X5_5 I \ \ Xim _ J I � Z 1 I X4.5 \ 1 1 X8.8 1,/ do / X8.8���ti/ / ►� 1 I I FLAG IX y 12.o x� 1 ' C) cD \ � \ � �of2-0 X\ \ I FLAG \ \ GO � �J \ , oo, 2.oa \ _bo 1 \A D PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION—,,F .��0 Ps�t 1 ' .;,•• t C' a I AF t �0 y4 10 N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES THIS SURVEY MAP NOT BEARING Land Surveyor THE LANDD SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isoksen, Jr. L.S. IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Title Surveys - Subdivisions - Site Plans - Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 FOX (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY 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 SURVEY OF PROPERTY SITUATE MATTITUCK 50.00' TOWN OF SOUTHOLD 5 73'4'Z—'h'o' w SUFFOLK COUNTY, NEW YORK -� S.C. TAX No. 1000- 139 -01 -4.2 Tzo SCALE 1 "=20' `A JUNE 15, 2016 NOVEMBER 30, 2016 REVISE PER SCDHS NOTICE No. 1 N JANUARY 17, 2017 REVISE PROP. HOUSE LOCATION o MARCH 26, 2017 FOUNDATION LOCATION DECEMBER 8, 2017 FINAL SURVEY �^ TOTAL AREA = 21 ,321 sq. ff. (TO TIE LINE) 0.490 ac. UPLAND AREA = 20,097 sq. ft. CERTIFIED TO: o GCG BAYBERRY, LLC ? o PECONIC ABSTRACT Inc. m �1 0 v NOTES: N U1 1. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103C0481 H rn ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. �1 2. HOUSE OFFSETS ARE TO FOUNDATION. �I Qr Ln 1 O o N �. FtoLK(;C :�.� F Tog o D .,� pr.K.. /o/gAE20, JAN 19 2018 gTRUCTEpWORKS�0:�n Y R�StD�NCE �O 'Pa C-p , LrA CT% �,' LD 64 r .,..r:t:, :..:;; . _r PAIy rar:;'nnc V �� eo° TO N O SOiTIgi0 sb,i ,. .; A t„ 0,,,,artmbr,oSen this location A �-' o \ °ee s��� s / / f*rv.1 rag foc:h�to �F` d� °°Fo eon O e 'Z�– OrDR J O FLAG ) J '�. Oe. B a 09- // A4 gement n/ Amo ri C V- Q_ '`"'•�� .N � x ogo (tea+�j0 I `� N yy 0 5 146 I n�2lo< F°vN�N. 1 1 � o "ice. �9l•�, I P�°JG�V' G°�G. �— �I� I o I •s. ��� oZ �6 FLAG N I - 1, �3 o„ L?. O 1 0�� N1 I Cm CFiGO °0 LO a o mZ 1 x lic I mp e�°��Je tih Eosp. INao I m �. c °y5 = mx � i I FLAG �Ioil 0 I SEPTIC SYSTEM TIE DISTANCES FLAG 1 I ' COVER HOUSE CORNER "A" HOUSE CORNER "B" 7Z- _b, _b, \ I SEPTIC TANK 18.5' 23.5' 6'0 \ J�o OUTLET COVER 0 0) \ G ���" LEACHING GALLEY 31 .5' 28.5' 'c0 COVER 1 LEACHING GALLEY COVER 2 51 ' 53.5' FLAG G)6 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SU YF.Y,S AS ESTABLISHED BY THE L.I.A.L.S. ANDoOrPRQVEjjII AgD',ADOPTED FOR SUCH USE YIKT N€W'1f0.TTPS.TATEN AND TITLE ASSOCIATI cb WT �t _ 67 S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY 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 REScheck Software Version 4.6.3 Compliance Certificate Project GCG BAYBERRY RESIDENCE Energy Code. 2015 IECC Location. Mattituck, New York Construction Type. Single-family Project Type: New Construction Conditioned Floor Area- 2,667 ft2 Glazing Area 16% . Climate Zone. 4 (5331 HDD) Permit Date: Permit Number Construction Site: Owner/Agent: Designer/Contractor: WESTVIEW DRIVE Charles Thomas(Agent) Charles Thomas Mattituck, NY Charles Thomas R.A. PO Box 877 Jamesport, NY 11947 631 727 7993 cdthomas63@aol.com �Compliance: Passes using ILIA trade-off Compliance- 2.1%Better Than Code Maximum UA. 426 Your UA. 417 Maximum SHGC. 0.40 Your SHGC. 0.24 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 s- rea Assembly or avity Cont. U-Factor UA Floor 1: All-Wood Joist/Truss.Over Unconditioned Space 1,295 38.0 0.0 0.026 34 Floor 2: All-Wood Joist[Truss.Over Unconditioned Space 201 38.0 0.0 0.026 5 Wall 1.Wood Frame, 16"D.C. 1,494 15.0 0.0 0.077 96 Window 1. Wood Frame:Double Pane with Low-E 225 0.310 70 SHGC. 0.29 Door 1• Solid 16 0.400 6 Wall 2• Wood Frame, 16"o.c. 1,440 15.0 0.0 0.077 91 Window 2• Wood Frame:Double Pane with Low-E 255 0.310 79 SHGC. 0.19 Ceiling 1- Flat Ceiling or Scissor Truss 1,372 49.0 0.0 0.026 36 +""_ Compliance Statement: The proposed building design described here is con ' e t with the bui�ding�pt.�;ns)speelfsc`ons, and other calculations submitted with the permit application.The proposed buildin as b n designed to4meet'the 2.01:5.`C'Are.uirements in e REScheck Version 4.6.3 and to comply with the mandatory requirement listed ' the h (I,n/'�pe- On heeR�l1st�� 2 Name-Title Signature " t;;r;Date U� At --A M� Project Title: GCG BAYBERRY RESIDENCE Report tlate. 12/28/16 Data filename: C:\Users\Fred\Documents\REScheck\GCG BAYBERRY MATTITUCK.rck Page 1 of 9 REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% 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. SectionPlans Verified Field Verified # Pre-inspection/Plan Review Complies? Comments/Assum,ptions & Req.113�.' Value Value , I' " 103.1, Construction drawings and ❑Complies 103.2 ;documentation demonstrate ❑Does Not [PR1]1 i energy code compliance for the building envelope.Thermal []Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, ;documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 :lighting and mechanical systems. ❑Not Observable ® Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is; Heating Heating ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr I Btu/hr []Does Not [PR2]2 on loads calculated per ACCA ; Cooling: Cooling ej Manual J or other methods Btu/hr Btu/hr ❑Not Observable Btu/hr- approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: GCG BAYBERRY RESIDENCE Report date: 12/28/16 Data filename: C:\Users\Fred\Documents\REScheck\GCG BAYBERRY MATTITUCK.rck Page 2 of 9 Section P p,. .. ... P. Fqundation:lns ,ettion Com lies? Comments/Assum tions & Req:ID,: 303.2.1 A protective covering is installed tailed to ;❑Complies [F.01112-, protect exposed exterior insulation :❑Does Not J and extends a minimum of 6 in. below ; grade. ;❑Not Observable: ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. UDoes Not ICU) ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 .1 Medium Impact(Tier 2) 11,1 Low Impact(Tier 3) Project Title: GCG BAYBERRY RESIDENCE Report date: 12/28/16 Data filename. C'.\Users\Fred\Documents\REScheck\GCG BAYBERRY MATTITUCK.rck Page 3 of 9 Section :Plans Verified _ Field Verified # Framing y RoughAn,Inspection Complies?, Comments/Assumptions., & ' Value Value Req.ID 402.1.1, ;Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :[]Does Not ;table for values. [FR1]1 ; `❑Not Observable ® ;❑Not Applicable ; 402.1.1, ;Glazing U-factor(area-weighted U- U- .:F-]Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.3.3, ; 402.3.6, ; ;❑Not Observable 402.5 ;❑Not Applicable [FR211 303.1.3 ;U-factors of fenestration products ❑Complies ; [FR4]1 :are determined in accordance ❑Does Not ® ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. ; ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier []Complies [FR2311 :installed per manufacturer's []Does Not instructions. ❑Not Observable []Not Applicable 402.4.3 :Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable ; or has infiltration rates per NFRC :400 that do not exceed code ❑Not Applicable ; limits. 402.4.5 IC-rated recessed lighting fixtures ; ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate<2.0 cfm leakage at 75 Pa. []Not Observable ❑Not Applicable 403.2.1 ;Supply and return ducts in attics [ Complies [FR12]1 :insulated >= R-8 where duct is ❑Does Not ® >= 3 inches in diameter and >_ ❑Not Observable ;R-6 where < 3 inches. Supply and ; I return ducts in other portions of ; ❑Not Applicable ; ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 ; for< 3 inches in diameter. 403.3.3.5 ),Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. i ❑Does Not l� [-]Not Observable i ❑Not Applicable j 403.4 HVAC piping conveying fluids R- R- ;❑Complies ; [FR17-]2 above 105 QF or chilled fluids :❑Does Not below 55 QF are insulated to >_R- 3 ;❑Not Observable ; ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR2411 piping. ❑Does Not G [-]Not Observable ❑Not Applicable 403.5.3. Hot water pipes are insulated to R-' R- ;❑Complies [FR18]2 >R-3. ;❑Does Not V ;❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR1912 installed on all outdoor air []Does Not intakes and exhausts. []Not Observable ; ❑Not Applicable 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GCG BAYBERRY RESIDENCE Report date: 12/28/16 Data filename: C:\Users\Fred\Documents\REScheck\GCG BAYBERRY MATTITUCK.rck Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: GCG BAYBERRY RESIDENCE Report date: 12/28/16 Data filename: C:\Users\Fred\Documents\REScheck\GCG BAYBERRY MATTITUCK.rck . Page 5 of 9 Section Plans Verified 'Field Verified " •# Insulation Inspection : Complies? CommentsWisumptions & Req:ID Value Value 303.1 All installed insulation is labeled ❑Complies [IN13]2 " or the installed R-values o ❑Does Not provided. ❑Not Observable ' ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ® ;❑Not Observable ❑Not Applicable 303.2, !Floor insulation installed per [ Complies 402.2.7 :manufacturer's instructions and ❑Does Not [IN2]1 _ insubstantial contact with the ;underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ; ❑Not Applicable ;contact with the top side of ;sheathing,or continuous l insulation is installed on the underside of floor framing and extends from the bottom to the ; ;top of all perimeter floor framing l l members. 402.1.1, l Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the E] Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass :❑Not Observable [IN311 ;exterior,the exterior insulation G requirement applies(FR10). ;❑ Steel E] Steel ;❑Not Applicable l 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not i l ]Not Observable A . ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1.3.,-,1 Low Impact(Tier 3) Project Title: GCG BAYBERRY RESIDENCE Report date: 12/28/16 Data filename: C:\Users\Fred\Documents\REScheck\GCG BAYBERRY MATTITUCK.rck Page 6 of 9 Plans•Ver�fieS .., . .. . , ectio 8 Field•Verified # ,F.inal Inspection Provisions Complies? ••Comments/Assumptions & Req:ID... ' . Value Value <,• 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 6 [Fill' :❑Not Applicable FI1] I , ; 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 ;manufacturer's instructions. ❑Does Not [F12]1 :Blown insulation marked every I ❑Not Observable ;300 ft'. ; ❑Not Applicable 402.2.3 Vented attics with air permeable []Complies ; [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable _ ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R R- ;❑Complies (F13]1 :insulation >_R-value of the ;❑Does Not ;adjacent assembly. j ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ; [FI17]1 :ach in Climate Zones 1-2, and :❑Does Not <=3 ach in Climate Zones 3-8. ; ;❑Not Observable ❑Not Applicable 402.4.2. Wood-burning fireplaces have ❑Complies [F18]2 tight fitting flue dampers and ❑Does Not outdoor air for combustion. []Not Observable ❑Not Applicable 403.2.3 !Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air ; handler @ 25 Pa. For rough-in :❑Not Observable tests,verification may need to I ;❑Not Applicable ;occur during Framing Inspection. 403.3.2 ;,Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [F127]1 :determine air leakage with ft2 ft2 ;❑Does Not :either: Rough-in test:Total ; :leakage measured with a ❑Not Observable I pressure differential of 0.1 inch ; ;❑Not Applicable ;w.g, across the system including ;the manufacturer's air handler ; enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a ; pressure differential of 0 1 inch :w.g.across the entire system ; ;including the manufacturer's air I handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies ; [F124]1 by manufacturer at<=2%of ❑Does Not ;design airflow. ❑Not Observable , ❑Not Applicable 403 1,1 Programmable thermostats ❑Complies [F19]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 4.03.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 11 High.impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title- GCG BAYBERRY RESIDENCE Report date: 12/28/16 Data filename' C'\Users\Fred\Documents\REScheck\GCG BAYBERRY MATTITUCK.rck Page 7 of 9 Section Plans Verified Field Verified ; # >, Final Inspection Provisions' Complies. Comments/Assumptions & Req.ID Value Value 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. i ❑Not Observable ❑Not Applicable 403.6.1 All mechanical ventilation system ❑Complies ; [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ; and air flow limits. ❑Not Observable ❑Not Applicable ; 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water [:]Not Observable temperature based on outdoor ; ❑Not Applicable ; temperature. ' 403.5.1.1 Heated water circulation systems ❑Complies ; [F128]2 have a circulation pump.The []Does Not system return pipe is a dedicated ' return pipe or a cold water supply []Not Observable pipe.Gravity and thermos- = ; ❑Not Applicable ; syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the ; occupancy.Controls automatically turn off the pump when water is in circulation loop ; is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically ; ❑Not Observable adjust the energy input to the , heat tracing to maintain the ❑Not Applicable desired water temperature in the ' piping. 403.5.2 Water distribution systems that ❑Complies [F130]?�; have recirculation pumps that ❑Does Not pump water from a heated water ; ; []Not Observable supply pipe back to the heated water source through a cold ❑Not Applicable .water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature ' of the water entering the cold water piping to 1044F. ; 403.54 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not 1355.1. Potable water-side pressure loss of drain water heat [-]Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- ; side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. 404.1 75%of lamps in permanent ❑Complies [F16]1 "fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. ­ ,; ti,;^ y ❑Not Observable :Does not apply to low-voltage lighting. ❑Not Applicable 1 lHigh Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13,1 Low Impact(Tier 3) Project Title: GCG BAYBERRY RESIDENCE Report date- 12/28/16 Data filename: C:\Users\Fred\Documents\REScheck\GCG BAYBERRY MATTITUCK.rck Page 8 of 9 Section Plans Verified Field Verified- Z* Final Inspection Provisions- Value Value Complies? Comments/Assumptions & Req.ID. 404.1.1 ;Fuel gas lighting systems have ; ❑Complies [FI23]3 ]no continuous pilot light. ❑Does Not a ; ❑Not Observable ' ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 j ❑Does Not ❑Not Observable ' i ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [Fl1813 mechanical and water heating []Does Not systems have been provided. ❑Not Observable ' } ❑Not Applicable Additional Comments/Assumptions: 1. High Impact(Tier 1) 2 Medium Impact(Tier 2) 3'1 Low Impact(Tier 3) Project Title: GCG BAYBERRY RESIDENCE Report date: 12/28/16 Data filename: C.\Users\Fred\Documents\REScheck\GCG BAYBERRY MATTITUCK.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 0.19 Door 0.40 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments Q� W N D ��a ,➢ \. 12'-8" 5'-0" 18'-4" W N DD � • 36'-0" i '"' ,„ } 0.E. n `.I s` Cal,;c.. 7, 6'-4" 4'-6" 12'-8" 5'-0" 18'-4" lil t,C? C 17 Y r o F�tJI�.PING DEPT. �; ARCH ITECT (3 2X10 ACQ IRDER - I T®M14 O `SOUTHOLD REVISION -� DESCRIP T ION �� °�� °�� 6/10/15 BUILDING PERMIT 3030 3030 o I I 2852 2852 2852 — � 2-11 �,g° ML HDR II I I I 1 I I I I 10(f) SMOKE 8/08/16 O I I I I I I 1ui L 0 O~DETECTOR ��YCSO N 1 1 '3s• \ 1 I I I I I �� I I I I; I I I I �; NoC14 0 y DINING ���ys'' DECK a ) 1 I Q= DE K '� ® ROOM M I I 1 I 1 0 I 1 h2"� ISONC� T B� ONI I I °__ — — LINE OF_WALL ABOVE __— _ " 1 1 ( 1 I N I I I (L4 x4 x1 OIOTINCS ( 1 1�i�'rML FLUSH 10 POURED CONCRETE FOUNDATION WALL M I b00 ON 10"X20" POURED CONCRETE FOOTING ��; IN 6" B L W GRA E 1 kMUSt BE IVT GIH SOIL) I I I 00 117/8" TJI J01STS 350 SERIES Simpson Strong-Tie L41� 0 16" OC. 3'-11" 8'-8" 5'-9" (TDYPICALLI OTHRORUGHOUT, SEE DETAIL OHT2810 QtLT2fil Q FWGB 611 2852 285 2852 16'-0" _---- - Z=IL1 IT 11 iib" X 7" PARALLAM FLUSH 2-11 3,6" ML HDR 2-11 7A" ML HDR 117/8- TJII JOISTS 350 SERIES 10" I FLAK JACKET - - - - - - - -- - - - - - - - - I � � 11 � � ,• ® 16" OC. I 0 1 R 38 INSULATION I I x a0 3'-6" _ O iv 1 SMOKE 1 1 1 I 7/_4N N O DETECTOR 1 o I I I 04 ISLAND I vj 1 I 9'-0" CLG. HT. L- Lj 1 W 10 CELLAR I °' La La�Lj (D-DETECTOR _ 1 T 1 0 4 POURED CONCRETE SLAB —I I 12" DEP ® "' N = 1110 VER 6 MIL. POLYEIHLENE I I P.C. OO11NG o P. DW `° i 11m o R R L`' VAPOR BARRIER ON WELL I I = I I -� 6 BELIO N ® —1 J 00 y GREAT i r o 0 Of I COMPACTED POROUS FILL L J i I L J rn cc ,x 3 4 R 0 0 M .n 02 I 1 � N � n Ilia i ® 117/a" TJI ,lolsls 350 SERIES I 1 1 1 UP Z I 16'-4.. 00 ®is JACKET T I 1 I KITCHEN "' Z 1 ( O SMOKE Rj R 38 INSULATION J 1 p (D—DETECTOR 0 CARBON III000 � I 1 111 x I ©—MONOXIDE - I 00 M DETECTOR 00I 3-4 $'-2" 8'-2" 7'-11" 8' 1" I i L� — REF. WNEui — r — — — — — -I 19'-0" _ I— 1 I I 17'-0" N N — — — 3- 4" X 11 7,�8" 9 _ M ROLAM GIRDER 1 3'-4" OWER 13'-6" N CO _ _ I N R `r SMOKE ( L � � J I �' Of-OETECTO r " M 3 1 3/4" x 11 " r I °' PANTRY N (3) 1 �,� ML FLUSH _ w HWH PROVIDE 5/8" TYPE "X" GYP. 1 R = Y BD. ON CEILING ABOVE I MICROLAM GIRDER — R ® O r _ ` < FURNACE FOR AT LEAST 3'-0" L J I I 2' 0" 1 125 CFM OP M 0 z 1 oh5R I I ^ O EXHAUST FAN TO 15 R 3'-8" _ O 1 ON ALL SIDES AS PER N.Y.S. R W o II cn 0 T1 CODE ao G✓ I W _ I 4'-$" � (/j EXTERIOR w 1 DIRECT VENT GAS BURNER a• I x 0 I I o o B A T H o o O R All ..jI B I L E R — r - - - - - - - - — Ljj \0 1 I 1 U � 5'-0" N _ � rn 1r)11 I 5 U � V 1 - - - - - - - - - - — M I I 15R M B LABEL fn DOOR SEI 3-1 3/4" X 11 7 e _ I r CLOSING 1 o W �- I 1 1 I MICROLAM GIRDER I I o = 1 `o I L_ — _J I I O N FOYER o - - - -s++ z CONCRETE FOUNDATIO 1 I �' I J0. o N i I 8 POURED 1 WALL ON 8"X16" POURED I 1 1 1 R 2' o" 070 0 O 1 0 CONCRETE FOOTING ( 16-2 0 1 117/x" TJI JOISTS 350 SERIES 11'-2" 7, 1 117/8" TJI Jo1sTs 350 SERIES I 0o CN 117 e" TJ STs 350 SERIES \ 1 FLAK JACKET N I R 38 INSULATION 16" OC. < > D e� 16" OC. R0 2'_ " I R 38 INSULATION o I 10 SMOKE �--DETOECTOR m N I I CANTILEVER JSTS I I i I 2 C A R ®--DETECTOR 18'-0" I— N G A R A G E >.CARBON © --MONOXIDE GUEST °° I IDETECTOR I— lo " 1 I o ROOM o < fel I _ = ll 1 4 POURED CONCRETE SLAB I 1 _ _ _ _ _ _ _ m H OVER 6 MIL. POLYETHLENE I I I 1 ;� 6'-6" (3) 11 36" Ml. FLUSH W I I I 1 o VAPOR BARRIER ON WELL I Lt� N 10" POURED CONCRETE FOUNDATI N 1 COMPACTED POROUS FILL 0- " — — — — - UNE OF ALL Aj LS 0 0 1 WALL ON 10 X20 POURED CONCRETE I (3) 11 ML FLUSH o N o I I FOOTING 1 I � r—_=_=-I 1 1 "x12" HDR O 2-11 " ML HDR U — — — — 1 = - - 1 I a � — — — 11 - - - - � I1 10 1070 3010 3010 N oz I1 LINE BO WALL -3052— 3052— — — ABOVE - 1I INE OF WALL y-0 a (� I ABOVE 1 8" 15'-4" 1 I 1 P b f� CH 1 1 Q P I ( 11 21'X10" RR 2"X D" RR P O R C H 1 1 I 1 I I I I Q 1 I 1 1 = 16" OC. 0 14" OC. -9" 8'-8" I o I 1 L I1 16' 0" 11 1 Of 0 0 5'-11" tO 1 I DROP TOFOUNDATION MEET SLAB WALL I � , 1(3) 2110 cC1 GIRDI R H — >-I 1 N P 1 I r I— � I 1 0 � x � 2 11� ML HEADER ^ L CONTINUOUS FOOTING J I- -1T 2-11 �% ML HDR - - - - — — — — I— � � — - 2-2"x12" HDR 442 244 12"O SONO TUBE ON 3'-8 " 3'-$ " 24"x24"x12" FOOTINGS NOTE: 9'-3" '-0 7'-8" 7'-8" '-0' MIN 36" BELOW GRADE ALL DOOR & WINDOW HEADERS Charles M. Thomas 16'-8" 17'-4" (MUST BE VIRGIN SOIL) 16'-8" _4 TO BE (2) 2"X10" OTHERWISE NOTED. 34'-0" a r c h i t e c t N w 1295 SE LIVING PO BOX 877 JAMESPORL NY 11947 (631) 721-7993 N Cry P F I R S T F L 0 0 R P L A N PROJECT 4'VENT 4'VENT 4'VENT �'VENT THRU RDOF 1HRU RDDF 10 ROOF jT1111 ROOF (Tm.) (Tm.) (TTP.) (TTP.) 2 SCALE: 1/4" = 1'-0" ROOF P F 0 U N D A T 1 0 N P L A N 1 SCALE: 1/4" = 1'-0" I-1/ry I I�� 1-tmri I r' IVIG LAV SLAY r' I�� I LAV I ; ''K I UV HOUSE� I FOUNDATION PLAN SECOND FLOOR FIRST FLOOR PLAN pfY—f I r a DATE: 8/12/16 �1-1/2V �1-1/rY pI- I I II81l4ER 1 1-lm �� DRAWING BY. FS PROJECT No. FRESH AIR INLET ism I LAV I N.0 D.W. I , CHK BY. FIRST FLOOR DWG No. I-1/r 2' rt/2' 1 r Ma W-M-0 CONNECT TO APPROVED P.VI PIPE PITCHED PLUMBING RISER DIAGRAM 2DF5 F.A.I. do SANITARY SYSTEM AS PER N.Y.S.CSE SCALE: N.T.S THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO NOT PROCEED WITH nn UNTIL SURVEY 00, OF LOCATION - HAS BEEN APPROVED. APPROVED AS NOTED ARCHITECATT 1 FIT T-n-IT-IT DATE:4 1 B.P.#�� FEE: I i BY: ASPHALT SHINGLE ROOFING _ _ _ NOTIFY BUILDING DEPA, NT AT OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD ASPHALT SHINGLE ROOFING— ASPHALT SHINGLE ROOFING 755-1fi02 8 Atv1 TO 4 ww"d1 FOR THE REVISIONS D E S C R I P T I 0 N SHEATHING. OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD— OVER 15# ROOF FELT ON 1/2' CDX PLYWOOD FOLLOWING INSPECTIONS: 2"X10" ROOF RAFTERS 0 16" D.C. SHEATHING. SHEATHING.— 1. FOUNDATION - TWO REQUERED 6/10/15 BUILDING PERMIT 2"X10" ROOF RAFTERS ® 16" O.C. 2"X10" ROOF RAFTERS ® 16' O.C. FOR POURED CONCRETE 8/08/16 B A BO — _ 12 A LL _ 12— — 2. ROUGH - FRAMING & PLUMBING 12 8 3. INSULATION 4. FINAL Co- MUST - BE COMPLETE FOR C.O. ON LE D CONTENT F'�=���;r�E ALL CONSTRUCTION SHALL MEET THE R REQUIREMENTS OF THE CODES OF NEW CEPT111q,GATE OF eeO�'•: • YORK STATE. NOT RESPONSIBLE FOR SOL I ER USED 1111,1/21 TER c R R n DESIGN OR CONSTRUCTION ERRORS. S(fpp Y S1 r , f - ,- 1 E,✓r C,,,�Nfc/ g 8'_0" PLATE HEIGHT c/ ® — 6'-8" T.O. wiNoows COMPLY WITH ALL CODES F NEW YORK STATE & TOWN C S R PERFECTION SHINGLES AS REQUIRED AND CONDITION ',CEDA �� ,��l��� 0 TYVEK HOUSE WRAP I -12 12 2 2 (7 Y P I C A L) 1q� .. N1G V;'STE & DOOR SURROUt v� �� 8c %`I ALL PL'WA l E 6 LI'J E" NEED E D 30 6 3 6 Ec Ess S , ES TESTING BEFOR;_COVZR!,P.G-., N.Y.S.DEC 2 2 T I E A O F _ _ _ _ TRUSS PLACAROING REQUIP'ED T.O. SECOND FLOOR OCCUPANCY OR 12 - 10'_0" PLATE HEIGHT —3 1/ USE IS UNLAWFUL ELECTRICAL 3 s WIT WStl ECTION REQUIRED TE F '° 7'.-0"- WITHOUT CERTIFICAT I E r T.O. WINDOWS OF OCCUPANCY CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 0 DRAINAGE INSPI=CTtONS ARE R^O11{, �;D FV E D611 Contact TOS Engineering at 765-1560 b fore 2 42 24 2 30701 31152 3 52 2452 2452 Backfill,OR Provide Engineer's Certific 'tion 0 m — EG ESS EG Ess that the drainage has been installed to 'ode. L���j� � ��TT_FT_FFT1_I_1TI ! 1I 111 11�J T.O. FIRST FLOOR LLJ M, _ o O > 0 I GRAN GRADE I I I NEW 9080 O.H. DOOR 8Y "CLOPLAY W O RIGHT SIDE ELEV �, TION O zFRONT ELEVATIONrE � � � 1 SCALE: 1/4" = V-0" 2 SCALE: 1/4" = 1'-0" z �- z o z 0 kiw ASPHALT SHINGLE ROOFING OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. ASPHALT !SHINGLE ROOFING I , 2"X10" ROOF RAFTERS ® 16" O.C. OVER 15# ROOF FELT ON 1/,'" CDX PLYWOOD_ ASPHALT SHINGLE ROOFII)G_ W Q SHEATHING.— — OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD U T 2"X10" ROOF RAFTERS 0 16" O.C._ 2'X10" ROOF RAFTERS ® 16�O.C. ,2 _ U 8 CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP _ J CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP FW 11 ASPHALT SHINGLE ROOFING 2 2 2 __ OVER 15# ROOF FELT ON 1/2" 30 6 30 6 30 6 2E52 2 2 CDX PLYWOOD SHEATHING.2 EG S E ZSS 2 2 2 2 30 6 30 6 _-2"X10" ROOF RAFTERS 0 16" O.C. C Charles M . Thomas DH 2810 DH 2810 DH 2810 DH 010 DH 010 DFi 10 DHT 010 DH 2310 DH 2810 OH 2810 PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP PROJECT i ]1810 :18E 2 52 2 2 2852 FWG 0 1 F 611 2152 2852 2 2 EG ESS EG SS EG SS EG ESS EG sS EG SS ELEVATIONS GRADE GRADE E L E F T S I D E E L E V A T 1 0 N DATE: 8/12/16 (_E R E A R E L E V A T 1 0 N SCALE: 1/4" = V-0" CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROJECT No. SCALE: 1/4" = 1'-0" DRAWING BY. FS CHK BY. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM SNOW DESIGN FROST WINTER ICE BARRIER FLOOD AIR MEAN DWG No. LOAD CATEGORY WEATHERING a SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM -FO-0-11-FO-01 (MPH) EFFECTS REGION DEBRIS ZONE QFPTH LINE TERMINATE TEMP. REQUIRED INDEX 1 OF 5 20 PSF 130 NO NO YES B SEVERE 36" MODERATE 11 YES FROM 1998 599 TO HEAVY FIRM MAPS THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I <�] ,8'-4" W N 8 » „ 12'-8" 5'-0" 18'-4" i 170, ` ARCHITECT7TI _... (3 2X10 ACO RDER �/ I ti REVISIONS D E S C R I P T 1 0 N 1 °' 2� - -- -- --- - M�- / 6/10/15 BUI BUILDING PERMIT 2-11 �/j" ML HDR 8/08/16 I I I I I V_1 SMOKE = _ L-1 dO~DETECTOR ���!, �YCSD N ALAI , 1 \ \ 1 I I I I N I I I IN N ~cn " DINI N G ��� DECKWIWY� �3$• I I I I I 1 I a LO 040 SO I ¢=SDE K 0 ROOM P ►� I I I a I I 112"0 ISONd BIE ONI I I _ LINE OF WALL ABOVE 10" POURED CONCRETE FOUNDATION WALL 1 I I I I I I I R4 x4"x1 F0 IN I 1 11'�'rML FLUSH " " I I I I I I kMUSt BE IS c IN SOIL) I I N ON 10 X20 POURED CONCRETE FOOTING u; I Simpson Strong-Tie 1 00 11� " TJI JasTs 350 SERIES ® 1s" OC. 3'-11" g•-8" 5,-9» HDU (CORNER HOLD DOWN) � � 1 (TYPICAL THROUGHOUT, SEE DETAIL) L 11 DHT2810 DHT2810 17'-0" FWG6 611J 2852 285 2852 16'-0" — — — — 1 11 �i�" X 7" PARALLAM FLUSH 2-11 fig" ML HDR 2-11 7,g" ML HDR 0 8'-4- 11 7/a" '-4"117/a" TJI JOISTS 350 SERIES _ _ _ 10" FLAK JACKET = J (I 8 INS LA 1 R 38 INSULATION I . co3'-6" I I = s 4 I N iv SMOKE I I x N N OO DETECTOR N ' - 1 ISLAND `i io W : ISI 0, w 0 N 18'-0" I -I 1 ® (A ® I I I w I C0) SMOKE 9'EO"Lc L• HT.A R I L_ I ® I 0 W `DETECTOR M NII 4" POURED CONCRETE SLAB T -I 1 F_ 7 I 12" DEEP r N m OVER 6 MIL. POLYETHLENE I I I I 1 P.C.LFOOTING = q - DW� ` I 1 a 00 G R E A T o VAPOR BARRIER ON WELL a 6 N ® 1 y FI r " I COMPACTED POROUS FILL L i I J 0 �, 1'- 3 g - R 0 0 M °� L °' C14 =m 1110 H 117/8" TJI JOISTS 350 SERIES 16'-4" FLAK JACKET I 1 ^I I = I w R ® 1s' oc. I KITCHEN O SMOKE j R 38 INSULATION I r_p" J I I I 2'-0" _DETECTOR CARBON I I (I ©MONOXIDE 00 R 8,-2» DETECTOR 8'-2" 7'-11" 8'-1" I I L _ REF_ — WNE w F_ I co —I -I 19'-D" = N I- -1 1 t -1 I I 17'-0" x N0 w 3-1 3/4" X 11_7/8"I__ _ MICROLAM GIRDER 9 I I - N I = 3'-4" OWER � 13'-6" N tO SMOKE * rr I I L J to _j I a OSDETECTO r M II ' II N Q I N .. F_ 7 � I v. ANTRY N (3) 1 ,,�" ML FLUSH _ = w W �' W I PROVIDE 5/8" TYPE "X" GYP. I 3 1 �4 X 11 o O BD. ON CEILING ABOVE MICROLAM GIRDER — 125 CFM UP M C) > FURNACE FOR AT LEAST 3'-0" L � UP,j I 2 0 OEXHAUST 15 R 3'-8" .� 0 ON ALL SIDES AS PER N.Y.S. n W I I — CODE �`t �hSR I I 4'-8" FAN TO *0 I I O 1 ��_ � � EXTERIOR Wcn 1 DIRECT VENT GAS BURNER io x 0 I I I Q o B A T H o 01 BOILER — �„ \O I I I U � V-0" NLO uj M0I� I 7 ID 5R O B LABEL (� 1 I 3-1 3/4" X 11 7 _ CLOSINGLF� I o W » I tO I MICROLAM GIRDER I 1 1 r� N '�' I L _ _J I Q o FOYER - - - - - - - � _ / 1 8 POURED CONCRETE FOUNDA110 .n I J n 1 WALL ON 8"X16" POURED I I U CONCRETE FOOTING 16'-2" I = 2' 0" 070 2070 070 0 n O 1 0 of 117/9" TJI JOISTS 350 SERIES 11'-2" o IL I�- 1 117/a" TJI Jo,srs 350 SERIES N 0 16" 117/8" TJI JOISTS 350 SERIES N — 0 FLAK JACKET \� R 38 INSULATION ® 16" OC \ 0 16" OC. Ld SMOKE I I o0 R 38 INSULATION z0 I : o_ .^4tfv" (� SMOKE , O`-DETE TOR m T 1 `y \JJJ"' fll'' 2 C A R 0�-DETECTOR 17-0" 1 I M GARAGE CARBON — 1 }w 51 g ©--MONOXIDE G U E S T , 3,_0» 3 Q l DETECTOR O 10 " B I I ( I Q� o n � ROOM I i 4 POURED CONCRETE SLA wOVER 6 MIL. Er} : 1 `� �� _ _ " NVAPOR BARRIER L ONWELLLENEI I " FOUNDATIONI a m `i' N �6K �' 5'-6" (3) 11 �� ML FLUSH f-- 10 POURED CONCRETE COMPACTED POROUS FILL o 0 1 " I r- (3) 11 �i�" ML FLUSH LINE OF WALL WALL ON 10 X20 POURED CONCR TE ( — _ ^ ° �- o U 1n o I I FOOTING I = � 1— ___��� — ;0 un /Z ~ 6-1_ — — — — — — — x12" HDR 2-11 7/," ML HDR a I II — — — — --J 11 10 1070 3010 3010 N QZ Eli _ LINE BO WALL 52 I I I I I I L I I I I I II ABOVE I I LL --3052— INE OFO WALL P b C IH I I I I I I 2"1X10" RR 2"X110" RR P O R C H ABOVE I o 8' 15'-4" v 2'-9" 8'-8" I I I I 16" OC. C� 1 OC. v Ir (3 = 1 I I = t�, 1 11 16, 0» 11 a- o w 0 5'-11•. 1 I DROPFOUNDATION TS�ABWALL I , ((3) 2110 cc1 GIRDI R _ 1 N I" 1 1 r4- 4 to I 1 x x ^_ L CONTINUOUS FOOTING J r _ i I� 2-11 lie ML HDR 2 117/s" ML HEADER — — - 'x " D 2-2"x12" HDR 442 244 TUBE ON q� L 11 3'-8 — — — — — — — 3'-84' 24"x24ONO FOOTINGS - - - - 9'-3" -0 7'-8" 7'-8" -0 NOTE: MIN 36" BELOW GRADE ALL DOOR & WINDOW HEADERS Charles M. Thomas 17'-4" (MUST BE VIRGIN SOIL) 16'-8" -4 TO BE (2) 2"X10" OTHERWISE 34'-0" NOTED. 34'-0" a r c h i t e c t N W 1295 SE LIVING PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 N W P F I R S T F L 0 0 R P L A N PROJECT f VENT 4'VENT f VENT r VENT IRU ROOF 1NRU ROOF THIO ROOF jM ROOF ( ) MR) (�•) (Tv.) 2 SCALE: 1/4" = 1'-0" ROOF P F 0 U N D A T 1 0 N P L A N 1 SCALE: 1/4" = 1'-0" 1 d-2`V (b-I-I/PV �A I �� ¢-,-,/t'n .I I r IM.G UVIut' r IN.G ; urI ; 'M.G USI FOUNDATION PL HOUSE sDl I I � a AN VI I SECOND FLOOR -11r I r r ,-1t' i r �' ,-1/2' a FIRST FLOOR PLAN r ->-,m �.� DATE: 8/12/16 �1-1m I 1-1 Q-1-1f2'Y d-qy PROJECT No. ISM I I � UV I NC DRAWING BY. FS FRESH AIR INLET I I D VV I SIIOIVIt CHK BY. FIRST FLOOR DWG No. a [AA002 -0 20F5 CONNECT TO APPROVED P.V.C.PIPE PITCHED PLUMBING RISER DIAGRAM F.A.I. k SANITARY SYSTEM AS PER N.Y.S.Lr CODE SCALE: N.T.S THESE WINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. W N 17'-8" 18'-4" ARCHITECT 12" MICRO LAM RIDGE REVISIONS D ESCRIP T ION ASPHALT SHINGLE ROOFING 6/10/15 BUILDING PERMIT OVER 151 ROOF FELT ON 1/2 CDX PLYWOOD — — — SHEATHING. LINE 8/08/16 OF WALL BELOW2"XIO" ROOF RTTERS 0 16" Q.C. col I \ F " B A L C 0 N Y \ \ TYPICAL ROOF CONSTRUCTION to 8'-10" 8'-10" \ ASPHALT SHINGLE ROOFING OVER 15# ROOF FELT ON 1/2' CDX PLYWOOD SHEATHING. 285 FWG 30611 2852 2"X10" ROOF RAFTERS 0 16" O.C. A T T I C _0 2-11 ML HDR ' N 6'-8" N 17 °" TYPICAL CEILING CONSTRUCTION N N 2"X10" RR 2"X10" RR N 16" OC. ® 16" OC, 2" X 10" CEILING JOISTS 0 16 O.C. W/ R-49 BATT. INSULATON 2"X8" CLG. IOIST ® 11'AFF 3046 3046 Z046 ky ® 16" OC. R-49 INSUL. 2-11 36" ML HDR -, 24- L5/8" GYP. BD. FlNISH (2)117/8" MICROLAM W 0" 5'-0' I T. & S. 3 COAT JOB (TYP) HEADER N WI. MA BATH CO 0 N "' TYPICAL WALL CONSTRUCTION 0 X o0 N co rD 1. 1• N �S DETECTOR ySMOKE � N ro I o� CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X �P s DETECTOR PLYWOOD SHEATHING ON 2"X4" WD. STUDS 0 16"' OC. FRAME MAS ER REVERSE � I O— � N THRU AN LAYOVER MAIN WALK N R-15 INSULATION Nz xx ROF J CLOS I BEDR00M5C� o- c3 0 �; 1 of JX m m MASTER - - `° 0 TYPICAL FLOOR CONSTRUCTICN E D 0 0 N ® �� 1 "x1 o" L TRA CLG. — — `V ® -� - 11 7/8 WJ3 4o PL YWOOD JOISTS®BFLQ R � 5'-0" / 5/8" GWP. BD. FlNISH 2"x6" R.R. / / T. & S. 3 COAT JOB (TYP) C'4 )117/8"GREAT r )117/8' MICR LA o WALK IN`r o HEADER N •x CLOS N ROOM 2 FAMILY N 2668 2668 2668 2068 °� 0.. 1 R O O M w 125 CFM o e ® EXHAUST (— FAN � R I W TO EXTERIOR 00 F M A S T E R o B ATH N TYPICAL FLOOR TJC�ooR JOISTS ® 1fi1ON vL I - / Q.C. z N 1 B A T H o 0' W/3/4" PLYWOOD SUBFLOOR W/MIN. R-38 BATT. INSULATION r o I 11 �" ML RIDGE _ 2"x10" ACO JS w " O 125 CFM 5'-4" 7 4 - - EXHAUST ® a �- a N N GRADE 2"x6" ACO SILL PLATE 2"X10" ACQ LEDGE z FAN a xci ( I I O TERMITE SHIELD _ W O a TO EXTERIOR o� ` a 3-2"X10" ACQ GIRDER 3-2"X10" N L �w SMOKE i7 z ih 1/2" DIA. ANCHOR BOLTS Z Vlp 0 OO M D O M F m Z OS �—DETECTOR = o o_a o F ®30"-0" O.C. CCA GIRDER Z N W N CARBON - ~¢ 12"0 SONOTUBE FOOTING . ," 12"0 SONOTUBE FOOTING N `� O C ui MONOXIDE x d� w m o W MIN. 36" BELOW GRADE n e MIN. 36" BELOW GRADE rn w N Q O DETECTOR - M� O ui 1 l��:'. M lJ) O J I o w (MUST BE VIRGIN SOIL) �.s (MUST BE VIRGIN SOIL) 0 CN w C a 10'-10" shower `j � N� (� 'i5'-0" CELLAR to W 10" P.C. FOUNDATION WALL 00 " 7'-8" W/(2) #5 BARS TOP & BOTTOM Co o — — — — — o ON 10"x20" P.C. FOOTING 4" POURED CONCRETE SLAB `V DO CLOSET N W/(2) #5 BARS CONTINUOUS 4 MILL VAPOR BARRIER 0 0 7'-10" O M N D Z Ld O N 4 C 2 c �O J 2068 ti66� _ O ® ®� tO (2) #5 BARS CONTINUOUS (2) #5 BARS CONTINUOUS-/ Q/ w - I JP U N SMOKE r, N 00 C)---DETECTOR 125 CFMSMOKE P >- _ x N EXHAUST" N O DETECTOR C ROSS S E C T I O N I- N B E Di R 0 0 M FAN 00 X S TO EXTE R I N B E D R 0 0 (( nn 2 SCALE: 1/4" = 1'-0" M UI = 2X10 RR 13'-8" 16" ILIL L1J M OC. L N A T H N iv -2"x1 HDR - u� 4 10" 206 2068 2"X10" RR 6-0" 0 5'-6' CSA 16" OC. — I 2-2"x12" HDR 2432 —11 ML HDR 2"X10" RR 3046 3046 2"X10" RR garage roof 2"x12" RIDGE below 3'-1" 8'-8" 5'-11" Porch roof below 2-2"x1 HDR 8'-4" 8'-4" 16'_4" 5'-,°" Charles M. Thomas N W 1372 SF LIVING a r c h i t e c t PO BOX 871 JAMESPORT, NY 11947 (631) 727-7993 P S E C 0 N a F L 0 0 R P L A N PROJECT 1 SCALE: 1/4" = 1'-0 FIRST FLOOR PLAN DATE: 8/12/16 PROJECT No. DRAWING BY. FS CHK BY. ' DWG No. 3OF5 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TOP PLATE FRAMING TO ACCOMADATETABLE R 301.7 ALLOWABLE DEF CORNER AND PARTITION POSTS LECTION OF STRUCRURAL MEMBERS PIPING — R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/Tao SLOPES THAN 4 W/NO TOP PLATES FINISHED CEILING 41 SECOND STORY TOP PLATE— WW MM TABLE 3.1 ATTACHED TO RAFTERS TOP PLATElig� SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTAL[����"IN STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% - ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND MEMEBERS DIAMETER 40% BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH OF STUD DEPTH WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL EXT. WALLS W/ PLASTER OR H/iso 5 8" MIN. TO EDGE STUCCO FINISHE NSTALLED IN ACCORDANCE / EXT. WALLS-WIND LOADS L 2ao 5/8 MIN. TO EDGE � NAIL AT 6 O.C. WITH WFCM TABLE 3.1 ALLS-W /c A'LL PANEL EDGES) 5/8" IN. TO EDGE — 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED FOR BLOCKING BLOCKED AGAINST PANEL EDGES NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL 40% OF STUD DEPTH TOP PLATE SEE WFCM SECTION 3.3 a. The wind load shall be permitted to be taken as 0.7 times the OR BLOCKING WITH WFCM 3.3.1.3—END RESTRAINT component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w GCCOR BOARD INSTALLED IN deflection limits herein. IF HOLE IS BETWEEN 40% AND 60% o AND 3.3.1.4 BRIDGING �ALL NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME OF STUD DEPTH, THEN STUD MUST BE ) BE LOCATED IN THE SA�uIE b. For cantilever memebers, L shall be taken as twice the len htBEARING PANEL EDGES g CROSS SECTION OF CUT OR WALL CROSS SECTION OF CUT CR of the cantilever. DOUBLE AND NO MORE THAN TWO 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED �_ CUT INTO STUD — lass or sandwich panels, the total load deflection shall not LAP JOIST 3 IN. MIN. exceed L/6o. For sandwich z BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING sunroom additions or patio covers,used in roofs or walls of O OR BLOCKING WOOD STRUCTURAL PANEL not exceed L/120 the total load deflection shall co INSTALLED IN ACCORDANCE HIGH WIND EDITION w JOIST o 16d NAIL AT 24 O.C. WITH WFCM TABLE 3.1 WFCM 2015 SBC TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITION SILL PLATE SECTION 3.4.3. 1 :1 FIGURE 3. WALL ° 0 8d NAIL AT 6" O.C. ON ALL B COVERING DIEADAo0A0�ENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE SUBFLOOR FRAMING MEMBERS AT PANEL ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT � MONOLITHIC EDGES AND 12' O.C. ON ALL NOTCHING AND BORED HOLE LIMITATIONS ° FOUNDATION SLAB—ON—GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 BEARING WALL EXTERIOR CORNER FRAMING FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 C° 2x4 CONTINUOUS r p" LATERAL BRACE AT 6 O.C. O NON—BEARING WALLS: 8602.6 �� ) BC (2) FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) Uj TYPICAL WALL, FLOOR 8c ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED Ld WIND—BORNE DEBRIS PROTIECTION FASTENING SCHEDULE 2-10d NAILS 0W CSI � FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 W FASTENER SPACING inches SEE STUD TO RAFTER z Q FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A-A C PLELID' T PICAL IOR STUD TO STUD DETAIL GABLE END TRUSS 0 < 4 FEET < PANEL SPAN < PANEL SPAN < U TYPE < 6 FEET < 8 FEET 1/2' SPACINGS ENDWALL A A ROQUIREDORS — — Auows TTI � 10-8d � N0. 8 WOOD SCREW HO DDOWN NAILS ANCHOR WITH 2" EMBEDMENT 1i6 10 8 INsrauanoN I HEADER STUDS ULL LENGTH 0 5d COOLER NAILS AT 10" O.C. � Q LENGHT DOUBLE A A WA STUDS I— STUD (MIN.) ° CORNER SND NOTE: 2"x4" BLOCK NAILED TO EACH ATH DW RE ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS z NO. 10 WOOD SCREW 1,6" 12" 9" HOLDDOWN ° o TRANSFER SHEAR AT EACH END OF HEADER AND GYPSUM BOARD Q W ANCHOR WITH 2" EMBEDMENT (HDU) ° N UP AT BOTTOM OF HEADER STUDS IN LENGHT CO EC R 5d COOLER NAILS AT 7 O.C. ° ° NOTE: SIMILAR ADDITION I N T CONNECTORS AT " ° ° CONNECTION AT WALL STUDS AND AT TOP AND z In ° 2-16d COMMON FOUNDATION. R uIR BOTTOM OF CRIPPLES 20 GAUGE STRAP w 1/4" LAG SCREW BASED ANCHORSIDE WALL 16" 16" 16" ° o NAILS AT 6` D.C. FLOOR BRACING AT' END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS 0 WITH 2 EMBEDMENT � END WALL � Q I , I LENGHT I �B�DDR (WFCM FI GU RE 3. 6 ) CONNECTIONS FOR OPENINGS gd NAIL AT 4" O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS ANDA 33 FOOT MEAN ROOF HEIGHT. I Z FACE OF FOOTING CEILING BRACING GABLE ENDWALL 1 b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. CI �IIRCFASTENERS SHALL BE LOCATED NOT LESS THAN 1 FROM EDGE OF PANEL. BAND JOIST � ,,, 12 MAX. (WFCM I V L ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN o AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. `'- SHEAR WALL REQUIREMENTS o li FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. ' ' � w i r �, TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USINGJ PROVIDE RAFTER TO VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT H NO CEILING RIDGE TENSION STRAP LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S �y � H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1/4�' o WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) o ° ° EXC ED 15 FT. AX. EXCEED 40 FT. MA . 15/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP N HOLDDOWN ° CORNER STUD ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW g Z (HDU) ° ° CONNECTED TO BASED ON SHEARWALL REQUIREMENTS Q ROOF RAFTER o 0 o TRANSFER SHEAR FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING ° 20 GA. STRAP— s�oL(M,W) PREFERRED METHOD 14" WIDE MIN. AT HARDWARE 8d NAIL AT 12" O.C. ON ° RAFTER o ¢ w W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z W RIDGE BEAM ♦^ (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16d NAIL AT Cn .N M FLOOR TO FLOOR PHD5 24°� RIDGE TENSION STRAP DETAIL_ cZCONNECTION ° TABLE 8301 . 5 NOTESN FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. E SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN TAB L E R301 . 5 CID EDGES AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND —' NAILS ) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO •N �' S i m p s o n Strong— Tie, RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A35— Chimney Framing 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z 1 FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD '- 3 ROOF RAFTER RIDGE DETAIL- STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. C, 4-8d TO PLATE GYPSUM BOARD INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE � 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD ORA 300 POUND NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 w 3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SI WA d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT EDGES) ANY POINT ALONG THE TOP DECKS 4.0 V TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° �. NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION 8502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL ti wALLs. PASSENGER VEHICLE GARAGES 50 * INSTALL THROUGH FIRST FLOOR SHOE. f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE co ®II PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L x ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 Co ® NAILING SCHEDULE \-16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m ® (TABLE 3.1, WCFM 2015 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 ¢ LOAD REQUIREMENT. HIGH WIND EDITION) g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 ® z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ® 8d NAIL AT 6" O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND (B) INSIDE CORNER DETAIL NTH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12 O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE 2 CORNER BRACING DETAIL TOP E THE BOTTOM CHORD AND BOTTOM L ANY OTHER TRUSS I MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: P. EXTERIOR CORNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY • 3 SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong — Tie 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 4 WFCM 2015 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the (TABLE 2 WFCM 2015 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC ONNECTIONS RESISTING UPLIFT. D published by The American Forest and Paper Association. Non- Structural lements G E N E R A L N 0 T E S: NAILING SCHEDULE MAX. ANCHOR BOLT SPACING (INCHES) are based upon the INTERNATIONAL RESIDENTIAL CODE 2015. ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances NUMBER OF NAILS NAIL SPACING P g g JOINT DESCRIPTION s/8" ANCHOR BOLTS 39 sheet no. 1 havingjurisdiction and best standards of construction COMMON NAILS 1 - FLOOR All non engineered lumber to be Douglas Fir#2 or better practice. . LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 P 4-8d PER RAFTER Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply RAFTER TO TOP PLATE TOE-NAILED 1. PRESCRIPTIVE LIMITS ARE BASED ON A SUMPTIONS IN TABLE 3. Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this project. 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Protection Fastening Schedule For Wood Structural Panels 2. The Contractor shall verifyall conditions at the site. An CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED. g ) discrepancies must be brougt to the attention of the Architect 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. Z 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p COLLAR TIE TO RAFTER FACE-NAILED Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period BLOCKING TO RAFTER TOE-NAILED Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, a_ Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he CK 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out v TOP PLATE TO TOP PLATE FACE-NAILED Ramps-Section R311.6 the work in accordance with the construction documents. The 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by Cn TOP PLATE AT INTERSECTION FACE-NAILED Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w 2-16d 24' O.C. Guards-Section R312 and/or the buildingas designed without the expressed written o STUD TO STUD FACE-NAILED Smoke Alarms-Section R314 / 9 P 16d 16" O.C. ALONG EDGES consent of the Architect. HEADER TO HEADER (FACE NAILED) Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous statutory Foam plastic-Section R316 insurance coverage policies Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD 9 Y Flame Spread and Smoke-Section R315 Compensation, etc.) and general liability in an mount not cn (03-16d PER 2X6 STUD Insulation-Section R316 Z less than $ 5 million and automobile liability and damage o 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 r Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be En N 2-16d SEE NOTE 1,2 PER FOOT named insured on an and all policies. > FACE-NAILED ( Protection Against Decay-Section R317 y P w � Protection Against Termites-Section R318 6. Provide 0.025 of a meatal shield, other than aluminium, over fibrous Q FLOOR FRAMING Site Address-Section R319 insulation at all perimeter sills. Accessib11it Section R320 7. All wood in contact with concrete or masonry to be Wolmanized JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST yor pressure creosoted. Elevators and Platform lifts -Section R323 8. single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED 2-8d EACH END Flood Resistant Construction-Section R324 A in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. 3-16d at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST -� 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED found upon excavation, 11. All electrical work to be in accordance to the rules and (� 3-16d PER JOIST �- or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is g g to be presented to the Owner at the completion of the job. BAND JOIST TOJSILL END-NAILED to a pre n Installation to comply with State and Local codes O BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST Foundation Notes: and the sewage disposal system meet Health Department standards. 5/8 Ancor Bolts (SSTB-28) See chart on this sheet for spacing g P Ys P LL1 " ROOF SHEATHING 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. W N 8d 6" EDGE 6" FIELD Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UIP TO 16 OC / Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000# test lazed and all exterior door to have insulated cores. GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG 8d 6„ EDGE 6 FIELD 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds W 8d 6" EDGE 6" FIELD 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. z GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS " �� �_ Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and Q GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4 EDGE / 4 FIELD 30%30"02" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for 0 CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which the made is executed or not. The may not be used CEILING SHEATING Deck and porch flootings as noted, 3000# test, 48 minimum buried depth on any other project except by written authorization of the Architect. " EDGE 10" FIELD 17. Architect has not been retained for site supervision, on-site GYPSUM WALLBOARD 5d COOLERS 7 / Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q WALL SHEATHING All footing to be carried down to undisturbed soil contractor or local building department. J " " No footing shall be set higher than a 30 degree angle from any other footing STRUCTURAL PANELS STUDS SPACED UP TO 16" OC Sd 6 /EDGE 12FIELD Pour no concrete on frozen ground or in freezing water. O Provide 3 1/2' steel lally columns. F- < Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently CC braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS L Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND 5d COOLERS 7" EDGE 10" FIELD Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Q GYPSUM WALLBOARD / Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 W Fireblocking - Section R502.13. z Q ANCHOR BOLTS IN FOUNDATION USE: W Floor Construction: SST628 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie UJ 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING Q Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Fasten per Table 3.1 WFCM. SILL. PLATE TO RIM JOIST USE: AT EACH RAFTERW 2-2x6 ACO sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q N Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" FLOOR SHEATHING Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: STRUCTURAL PANELS WFCM, Table 2 and Section 4 SSF CONNECTOR AT 16" O.C. 8d 6" EDGE / 12" FIELD 1x6 fascia, wrap USE: (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 1' OR LESS Overhangs as noted. 10d 6" EDGE 6" FIELD Vinyl vented soffits. GREATER THAN 1 Alluminum gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2 X 5" LAG Tyvek housewrap. MTS 36, 16 O.C. BOLTS AT 16" ON CENTER 1/2' plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8 Type X GWB in garage. (2) layers JGWB at fire partition USE (4)-8d NAILS AT EACH END Simpson Strong-Tie Tle O 1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: p g At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER 0210 2X6 F- C14 of section R310. USE 8 16d NAILS AT EACH END Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST :2 Z figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER4-10d X 1 1/2" U Follow exterior corner framing detail figure R602.10.5 DECK POST TO CONCRETE CONNECTION USE: Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST shall have minimum of six (6) fasteners per shingle (section R905.2.5) z Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < LU SIMPSON H-8 USE W/ONLY 8" ANCHOR BOLT (14") percent slope), o _J 5- 8D TO STUD ONE SILL BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN MTS12 ® EACH JOIST U210 2X6 (EVERY STUD) STUD TO SI 7" MINIMUM EMBEDMENT underlayment .,, ( shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ATTACH T SEE ANCHOR SCHEDULE, of �,° AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) -� SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, HDU PORCH ROOF RAFTER TO GIRDER USE: • overlapping H2.5A AT EACH ROOF RAFTER ti (14) SDS Y" X 3" WOOD SCREWS successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d X 1 1/2" ' 7" MIN EMBEDMENT For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH DECK LEDGERCM (SEE FOUNDATION PLANS A-3.1 AND °° '• Ice Protection Section R905.1.2 -- A A-3.2 FOR LOCATION) ( ) CONNECTIONS 414 °" ' (MINIMUM DOUBLE STUD) SIMSON STRONG - TIE Underl ent in High wind (SectionR905.1.1) O r, •D cA O•> °° . �° , FlashingSection R905.2.8 c and STU Y2 BEARING PLATE °a ° ' ' ''I 1 1/4" COIIL STRAP - 16" O.C. Ener Chimney ff c encespaces P Chapter 10 P r- a•9 ° ,• 'o °D • Ian c gy y - Cha ter 11, see attached re ort DOUBLE 2X MIN. Mechanical - Chapter 12 •D on ;•a•°° o ;o •°Q,��a Q,' 4 .° " USE 4-8D NAILS 0 EACH STUD, General MechanicaP System - Chapter 13 FOR HEADER OR p � ° b °D , o °D , °D , , •°d ', ° o \ Heaitng and cooling equipment - Chapter 14 BEAM �. . �, Exhaust Sustem - Chapter 15 ■ e' °D �°°j1' a y^• aQ,°• alk°•'•a e °° DOUBLE TOP PLATE MTS30 ROOF RAFTERS CombuDuct stion 1onmAir Chapter 17 Simpson Strong-Tie Z y °? •° �a °° 'I °:" ° e e Chimneys and Vents - Chapter 18 AC4 71,E ,�� D Plumbing Part VII AT EACH POST o i' •° SEE PLAN o SSP o- 1 N 1 3/4" IMUM ° °.°.'_°,% '° Flood Zone - 301.2.4 LU EDGE DISTANCE a•4° 9°' D HEADER - FLOOR TO FLOOR D LSTA21 Simpson Strong Tie (� CONNECTION KIING STUDS CS201% COILED Y2 THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2 SIMPSON STRONG - TIE JACK UDS OVERLAP AT EACH STUD o m 1 1/4" COIL STRAP - 2"MINIMUM CNW NUT COUPLER al- ST 16" O.C. USE 4-8D SIDECOVER ° e NAILS AT EACH STUD ° % I MIN EDGE MIN OVERLAP IS 12" JACK 0 SIL o ®® : r:;; DISTANCE'* RT2.5 o - SIMPSON STRONG-TIE .• ; do H8 OR 1 1/4 COIL - STHD8 x'`"4'4°''••'*ddb:' •°" MIN EDGE SHEET NO. STOCKFLOOR TO FLOOR Simpson Strong-Tie DISTANCE* WRAP UNDER SILL PLATE AT EACH ROOF TYPICAL STRAPPING FORAB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12" RAFTER USE 8-16D FRAMED OPENING EXTERIOR WALL CONNECTIONS. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND NAILS AT EACH END, CANTILEVER CONDITION INSTALLATION STUD TO ROOF RAFTER 12" MIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS RIM JOIST TO STUD CONNECTION CONNECTION COMPONENT