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HomeMy WebLinkAbout41326-Z �O�gUFFOX,t�oG� Town of Southold 9/24/2018 P.O.Box 1179 53095 Main Rd oy'lj� X10- Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39915 Date: 9/24/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1130 Little Peconic Bay Rd, Cutchogue SCTM#: 473889 See/Block/Lot: HL-14-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/18/2017 pursuant to which Building Permit No. 41326 dated 1/27/2017 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 ATTACHED GARAGE, WOOD LANDINGS AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Giacone,William&Nance,Cindy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0065 07-19-2017 ELECTRICAL CERTIFICATE NO. 41326 07-19-2017 PLUMBERS CERTIFICATION DATED 08-11-2017 BA Peicuch ut o e Signature �5a04 TOWN OF SOUTHOLD Sao �o� BUILDING DEPARTMENT a TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41326 Date: 1/27/2017 Permission is hereby granted to: Giacone, William & Nance, Cindy 1130 Little Peconic Bay Rd Cutchogue, NY 11935 To: Demolition of an existing single family dwelling and construction of a new single family dwelling as applied for Trustee approval, DEC Letter of Non-Jurisdiction, and SCHD approval. At premises located at: 1130 Little Peconic Bay Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 111.-14-17 Pursuant to application dated 1/18/2017 and approved by the Building Inspector. To expire on 7/29/2018. Fees: DEMOLITION $623.20 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,340.80 CO -NEW DWELLING $50.00 1 Total: $3,014.00 uilding Inspe pF SOUr�,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 Q roger.richert(d-)town.southoId.ny.us Southold,NY 11971-0959 Q �y�OUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Glacone Address: 1130 Little Peconic Bay Road city,Cutchogue st: New York zip: 11935 Building Permit#: 41326 Section: 111 Block: 14 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Electric License No: 50592-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 38 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 6 Wall Fixtures Smoke Detectors 2 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors 2 Sub Panel A/C Blower 1 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt 20A Emergency FixtureTime Clocks Disconnect 200A Switches 22 Twist Lock Exit Fixtures 9 TVSS Other Equipment: 49- Lighting Fixtures, 6- Under Cabinet Lights, 2- Bath Fans, 7- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: July 19, 2017 0-Cert Electrical Compliance Form.xls *p� SOUjy®�� Town Hall Annex Telephone(631)765-1802 54375 Main Road t Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �l�C4UNT`1�� o �C��fldL� DD BUILDING DEPA, RTMENT AUG 1 1 2017 TOWN OF SOUTHOLD RUILDIL G DEPT. TOWN OF SOUT'HOLD CERTIFICATION Date: &/d 7 Building Permit No. gi32-6 Owner: ,i a c o,l; (Please print) -Plumber - �rac - Iii ecuck- -- - -- -.-- .--- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. - I I (Plumbers Signature) Sworn to before me this 1 r day of 20 1 Notary Public, ZCounty CONNIE D.BUNCH Notary Public,State of Mw YO* No.01BU6185050 ouallfled in Suffolk County "rnieeion Expires April 14,2 L` ) v � OF SOplyo COUMY,N TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMAS: f_�ORhAclvnkio,./ +- 5Yvr1 .'l 1 V p , _e 7 Ufv t91/ � v� �vG�i� 12 c YQ� DATEJNSPEpCTOR l 4 O��OF SObly�l � o y o poly 0 M`10� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) REMARKS: DATE INSPECTO OF SOUT,yo MY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) REMARKS: vRoolm DATE LINSPECTOR / rAF SOUIyo! � o o�yc0UM1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [fid] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) REMARKS:@ (W�4 -?TID V� 0 1 rIC, �CS�✓�'i ® t! DATE 43 bM INSPECTOR JA, IV SO rm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Pjs 1o4—1, (WAVI'04 ` v yew C&A E) i.e- Z ►fin` �✓ wgq oY Q�f�a bGf a� w' w— 0 . ?i bwv-e ' is A aQV�rtA Com' `mss IY s !� 0 -6 �qTom ly4t.-A 00% RfLCLR�pv' IS DATE INSPECTOR SOUTyo� ( z oourm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 617112 INSPECTOR J pF SOpI cOUNI'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R UGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) R EMARKS: C f'� U�✓ o ,nvd� rugPat t4yovol W 060 dvU m Irve J*) low i;4 tiw - DATE INSPECTO OF SO�ryolo coum, UM'{, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Lo� ELECTRICAL (FINAL) REMARKS: el,6- &aA-(-2 DATE �� INSPECTORU # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING ��FINAI-Wf [ ] -`'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ' ] CODE VIOLATION [ ] CAULKING REMARKS: rnr ov kA l l 1/ 011 WL 6tMMA pooe i i I DATEINSPEC0- ()'t TOR A.P4- J - OF SOUjy�� # TOWN OF SOUTHOLD BUILDING DEPT. couff 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL (/�> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: o4ti C,"qdg�l I lot 5,<,DATE Ipo INSPECTOR Home Energy Rating Certificate Property HERS JNS Construction Rating Type: Confirmed Certified Energy Rater: Robert B Delfino JNS Construction Rating Date: 06-12-17 Rating Number: 1797 1130 Little Peconic Bay Road Registry ID: 954387619 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 60 Efficient Home Comparison: 40% Better Heating 62.8 $2312 60% Generallnformation Cooling 1.2 $74 2% Conditioned Area 2044 sq. ft. House Type Single-family detached Hot Water 8.5 $309 8% Conditioned Volume 35872 cubic ft. Foundation Conditioned basement Lights/Appliances 20.9 $1084 28% Bedrooms 2 - Photovoltaics -0.0 $-0 -0% Service Charges $65 2% Mechanical Systems Features Total 93.4 $3844 100% Heating: Fuel-fired air distribution, Propane, 92.0 AFUE. Water Heating: Instant water heater, Propane, 0.95 EF, 0.0 Gal. Criteria Cooling: Air conditioner, Electric, 14.5 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 0.00 CFM25. 2015 International Energy Conservation Code Ventilation System Exhaust Only: 115 cfm, 23.0 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-41.0 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate Htg: 1710 Clg: 1710 CFM50 Foundation Walls R-14.0 Method Blower door test Robert B Delfino ® -�-'16 Q Energy Testing Services LLC Lights and Appliance Features 1648 Locust Ave Percent Interior Lighting 100.00 Range/Oven Fuel Propane Bohemia N.Y.11716 Percent Garage Lighting 100.00 Clothes Dryer Fuel Propane 631-244-2627 Refrigerator(kWh/yr) 743 Clothes Dryer CEF 2.32 Certification #2652967 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: j REM/Rate- Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. © 1985-2017 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2017 Combustion Safety Testing Form Certified Home Address: 1130 Little Peconic Bay Road City: Cutchogue Builder Name: JNS Constuction Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 6-12-17 Outdoors Temp During Test: 68 OF CAZDepressitrization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain:n notes) NOTES: Heating System Primary: Yes ✓❑No❑ Type: Furnace ✓❑Boiler❑Heat Pumper Other n I VentinQ Type 3 Drat SP t'lla�e Sip llaze CO CO E tciettc Fuel Type" Circle T e Pascal (Worst Case (Natural) orst Case (Natural) Ratin :92 N❑POO❑Eo N❑N❑M❑SPa. Pass❑✓ Fail❑ PassZFail❑ NIA PPM N/A PPM 'Water Heater' Primary: Yes VTvpe: Standard Tank❑Indirect Tankless V/ Size: Style Common Vent No n Instantaneous[]commercial, (See Note5below) (Gallons) 4 Stand Alone ❑✓ Efficiency Fuel Tvpe s 2 VentinQ Tvpe 3 DraftSpillage Spillagre.(Natural) CO CO (Circle Type) (Pascal) (Worse Case) . (Worse Case) (Natural) EF: 95 NE-1 P0 O EJEr] N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓_Fail❑ N/A PPM I N/A PPM en Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO 25 PPM Ambient CO(During Oven CO Testing) o PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style. Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 IrM\ ater Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Rob WDelfino n Rater Number: 2652967 Rater Signature: 3 Date: 5-2-17 1i 1 1 iMICRO SRI'• " ! Wil rFir WIN d�rryy�p� , . �► Aw rr� l' dam'' �Oftz"Mapill ,. , iiOL.ATI(DN PER N.Y. � If V ...:a .� ..t�.�d I ►..a: � J _.1.� � -MU IN / ✓r ti•fii��',�1 ^ • IN Ell —110.600A MAMA— ON 6 'WA •- VAN N 1• .!tea,'. r/ � � ' 1 � •?r ',r' a 1. 1� i^ / , � � � l 1 , .. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? f TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 / Survey SoutholdTown.NorthFork.net PERMIT NO. 1 Check —F-1 orm N.Y.S.D.E.C. Trustees C.O Application Flood Permit Examined 7_20 I Single&Separate Storm-Water Assessment Form Contact: Approved Approved O 20� Mail to: Disapproved a c Phone: — ! 5,0() Expiration ,20 -/ �[a, Building Inspector o p APPLICATION FOR BUILDING PERMIT JAN 1800 Date �AXJuAfL%/ 9 20 **����, INSTRUCTIONS completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 =*be scale Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other a plicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or d olition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing c e,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 2S[a RatrrE ZSA WAQ)p 61 RI✓-tL, fjy O92 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Cc)ol'-tLAc-'o(Z Name of owner of premises_W]LLI At-4 C-7 1AC.ox)E (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. 4,30 I - U Plumbers License No. Sb 223 Electricians License No. 39/3 - 14E Other Trade's License No. 1. Location of land on which proposed work will be done: 1130 L11Tt,1r PecoUic- EAS TLoA,V Ct) a House Number Street Hamlet County Tax Map No. 1000 Section ) ) I Block I t/ Lot ) Subdivision Filed Map No. Lo Lot Z b j 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy / 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition ,/ Other Work (Description) 4. Estimated Cost y�i D 00 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 2 Number of dwelling units on each floor I�r A,,V- 2- If If garage, number of cars I 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear 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 31 Ce Rear �°� C�' Depth Height 2s- Number of Stories Z 9. Size of lot:Front 51.3 Rear S`t Depth )5-2-01 10.Date of Purchasel~u9L 2t,e?p'Name of Former Owner 0c MiLLnvD 11.Zone or use district in which premises are situated JZES 1 DE x,'f l A L- / 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO v 13.Will lot be re-graded?YES Z NO Will excess fill be removed from premises?YES_NO / 14.Names of Owner of premises IMIu j&&4 o6mcoodc Address Phone No. (pat.qos', Ito YL. Name of Architect AT 1}tG,cviJS Address, woe u %g imo)&aphone No X03 t. 2-0 . 335 1 Name of Contractor:NS Ca.Ln1LRc-S)sjCj Address hone No. y31. 4Z9. S'5'6o 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 on NO ✓ *IF YES,PROVIDE A COPY. MARY E. ZOUMAS NOTARY PUBLIC-STATE OF NEW YORK STATE OF NEW YORK) SS: No. O1 Z06045952 COUNTY OF SMFFo0e- Qualified In Suffolk County 1r My Commission Expires August 07, 2018 1�icAoLAs Zbu}4'tS being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the GDkkj-1?Ac-r(]2 (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. Sworn trbefore me this 9, o day of 20 I Nota ublic Signature of Applicant %Cr'1��'Oc-,' ..a(e'r'sii" __'� :io i'r•�., Y °fP'°.'�, '"-:: Rr O r �— = d' i ri+r' -, r,e°a°` <14i°. _ ¢ 'R°y!l //°p' _ •y°R I/e" i //" '•`tar // •'^\ // � °\ i�°' 'ham a.> �%� •'�. � r �^. �x,_ ,r.''`, - ,_ �� 4� J; yam'��`iZS BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK f DATE: NOVEMBER 13, 2013 V PERMIT NO. 8331 B ISSUED TO: WILLIAM GIACONE & CINDY NANCE 9 PROPERTY ADDRESS: 1130 LITTLE PECONIC BAY ROAD, CUTCHOGUE SCTM# 111-14-17. �a :�111f� (°i°• AUTHORIZATION = Pursuant to the provisions of Chapter ha ter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 13,2013, 1 >• ; and in consideration of application fee in the sum of$250.00 paid by En-Consultants and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: =4 Wetland Permit to demolish and remove existing one-story, single-family dwelling, shed, and outdoor shower and construct new two-story, single-family ft dwelling; install drainage system of gutters to leaders to drywells; remove existing Isanitary system and 'install new sanitary system more than 100 feet from edge of wetlands; remove existing driveway and construct new gravel driveway; and establish ;•', and subsequently maintain a 10' wide non-turf buffer along the landward edge of the tidal wetland boundary; and as depicted on the survey prepared by Nathan Taft.. F Corwin III,Land Surveyor, last dated October 15,2013 and stamped approved on November 13,2013. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, Fr� and these presents to be subscribed by a majority of the said Board as of this date. co :iei°lei� �Ol � ��O C�" 1°Q�•° l ` �.�' %%n�Y'C�wei.i.�i iuliC OL�4`�1ie��1'v�"•iX'lilSS"x'��S:awJ�O�.�`i°u.1l�a�LDi �• •L'fruif�u'DI`.6`7i$iY�iO,J�SaP7'.,•"""�"aY�ShYY�? t[A".$ib".Si n' �\4 '�: dd N -' 'Rs f .✓,rd H...,` _ 1'4.' - 1;.0 4^ _ •:: °e A v - / - ..�/ ee;;. r,� G''�'n. tsiiia°,�°R:f:?�;�:� "°:/ip°,�,.Ip�''-a'_ ''- ''`�°0:::+:if'•e, ai`Irl�e�'RLa!-•'_'"r' - 'A_�.: .4°i''.�' - 1° �;.• .��a6fios of°RA�e _ g+ .`-K�•Ci ^:bK"i; t: ..pry. -� i^XP e ' M P ' TERMS AND CONDITIONS The Pennittee William Giacone&Cindy Nance residing at 1130 Little Peconic Bay Road, Cutchogue New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90) calendar days of issuance of this pen-nit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents•that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. Michael J.Domino,President �� SUUjy® Town Hall Annex John M.Bredemeyer III,Vice-President '`® l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold, New York 11971 A.Nicholas Krupski Q Telephone(631 W- 2 Greg Williams O��, �^�Y fFMN(T@ ` COU �v D AUG - 3 2018 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BM'DING DEPT. YM CERTIFICATE OF COMPLIANCE # 1447C Date: February 6, 2018 THIS CERTIFIES that to demolish and remove existing one-story, single-family dwelling, shed and outdoor shower and construct new two-story, single-family dwelling, install drainage system of gutters to leaders to dWyells• remove existingsanitM system and install new sanitary system more than 100 feet from edge of wetlands; remove existing driveway and construct new gravel driveway; and establish and subsequently maintain a 10' wide non-turf buffer along the landward edge of the tidal wetland boundary; At 1130 Little Peconic Bay Road, Cutchogue Suffolk County Tax Map#1000-111-14-17 Conforms to the application for a Trustees Permit heretofore filed in this office Dated November 13, 2013 pursuant to which Trustees Wetland Permit#8331 Dated November 13, 2013, was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is to demolish and remove existing one-story, single-family dwelling, shed and outdoor shower and construct new two-story, single-family dwelling-, install drainage system of gutters to leaders to drywells• remove existingsry system and install new sanitary system more than 100 feet from edge of wetlands; remove existing driveway and construct new gravel driveway; and establish and subsequently maintain a 10' wide non-turf buffer along the landward edge of the tidal wetland boundary. The certificate is issued to William Giacone&Cindy Nance owners of the aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 • Fax: (631)444-0360 Website: www.dec ny gov Joe Martens Commissioner TIDAL WETLANDS LETTER OF NO-JURISDICTION October 29, 2013 William Giacone and Cindy C.Nance, 1130 Little Peconic Bay Road Cutchogue NY 11935 Re: NYSDEC# 1-4738-04307/000,01 1130 Little Peconic Bay Road Cutchogue SCTM# 1000-111-14-17 ARNO-DEP Dear Applicants: Based on the information your agent submitted,the New York State Department of Environmental Conservation has made the following determination. The portion of the referenced property that is landward of the 10 foot elevation contour line that is south and east of the existing and proposed dwelling, shown and labeled as the"10' CONTOUR LINE PER N.G.V.D. 1929 DATUM"on the survey prepared by Nathan Taft Corwin III last revised on 10/15/13, is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required under the Tidal Wetlands Act for any work occurring landward of the referenced 10 foot elevation contour line. Please be advised,however,that no construction, sedimentation,discharge, or disturbance of any kind may take place within Article 25 Tidal Wetlands jurisdiction without a permit. It is your responsibility to ensure that all necessary precautions are taken'to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area) or erecting a temporary fence,barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of ming any n sary permits or approvals from other agencies. x Ve truly yo s, John . Wiela d Deputy er4ni tra CC: En-Consultants BOH—TW File Scott A. Russell ,�d'0 r STORMWA\T]EIR. SUPERVISOR MA\NA\Gl]EM]EN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold Ol � CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET JAN 19 2017 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:— Yes No )CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [1613. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑OfC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. i ®❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. Ej❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑[� F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes I� L in-kind replacement of impervious surfaces. j 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 Department with your Building Permit Application. l APPLICANT* (Property oonec Design Profestonal.Agent.Contractor,oth� S.C.T.M. 1000 Date Dutnct I' NAME L I1JL1 ( ! I I ILI I I� A. 9�O) P. Sect ton Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information us I . 12-'/-SS"OU I( — — — — — — — — — — — — — — Rei leveed B>: 1\^P Ii I I /� Iii Date: ' I I Property Address/ Location of Construction Work: i} — — — — — — — — — — — — — — — — — Ijl Appro\ed for processing Bullduig Permit. i I {; 1130 [ tTT�E ��Cot�fc- 3M SAD i ❑ SlormxNatel'Management Control Plan Not Regwred. t - - — — — — — — — — — — — — — I Gu-fcNoC-,uE• 7Jd 17g3S (I Stormwater Management Control Plan Is Required. ---- I ! I (Fot��ard to Engineering Department for Rei le«.) jij L FORM SMCP-TOS MAY 2014 1 �� S OF SO�l�ol 0 ..� � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fac(631)755-g5 P.O.Box 1179 G�, @ roper.richertP-tOWn.SOutf O�d.nV.uS ' Southold,NY 11971-0959 �O j lyter, BUILDING DEPARTMENT ' TOWN OF SOUTHOLD I APPLICATION FOR ELECTRICAL INSPECTION j REQUESTED BY: wVic2(.�1i� iG4 Date: i Company Name: YAY%V%U_C-C: Name: - ; License No.: M E Address: o o ✓Vr , Phone No.: - (0 3 _ �- ? - JOBSITE INFORMATION: (*Indicates required information) *Name: LA)` V l of *Address: .3 o l i e Q e-c,,n;c T3Q1(- 5- *Cross Street: �4,,� v}�r�a i *Phone No.: 63 /- `)- Permit No.: 1�a Tax-Map District: 1000 Section: ' 1 Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) - I (Please Circle All That Apply) *Is job ready for inspection: YE / NO Rough I Final *Do you need aTemp Certificate: YE NO I Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: a-tonne nderground mber of Meters Change of Service Overhead ; Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for inspection Form /\ Town Hall Annex '�� y�4� Telephone(631-1802 54375 Main Road ? _-� �. Fax(631) 734-9502 P. O. Box 1179 CCIO Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 1 Owner: tv� �l �' .c3✓J� Location of Property.- Please roperty:Pease take ce that the (check applicable line): New residential structure Addition to existing residential s(ruc ure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will atilize (check applicable line): Truss type construction (TT) re-engineered wood construction.(PW) Timber construction (TC} in the following iocation(s)(check applicable line): Floor framing, including girders and beams (F) framing (R) �F(oor and roof fta g (FR) Signature: Name (person submitting this form): °l<4�` L �� I �r��;�IC� Capacity(check pplicable line): Owner Owner representative TrussResRegI5.docx Effective 1!1,2015 6" DIAMETER REFLECTIVE EO ROMAN ALPHANUMERIC - ---'-"D ESIGF?7aT•Ivit :.'F LO:\J 1 tCLLL' 1 7li (PMS) 9187 _ TYPE BASED ON SECTION E02 OF THE BUILDING CODE OF NEW YORK STATE 2" M«- REFLECTIVE WHITE 112" STROKE sritt�critadt -- ---—----=--- ---=--- CONtPONENTSTHAT ARS OF . TRUSS CONSTdZgfquUN ' ' "F" FLOOR FRAMING,•INCLUDING -- GIRDERSIAN0 BEAM„S "R” ROOF FRAMING "FR" FLOOR ARD ROOF FRAM146' TRUSS f lRCNnCN SM C0VPUANMWTH 19 2LKEIP�ff onrros:gE alvcslcl�cE(AMPLE TRUSS [DEMI FICATION S(GN ATE:9 0 20Q5 r --- NEW `CORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION* a7ueN��tcs�= APPLICANT S.C.T.M #: 1000C11tiC 1 H PT (Property Owner,Design Professional,Agent,Contractor,Other) T- QgWQ4' ER 236 11/ _ Stormwater Management Control Plan CHECK LIST 6 NAM j t� 5 rcI)}r�c�'Frt sedum loci: Lot 0- S M C P -Plan Requirements: Pro%rde ONE copy of the Building Permit Application. Nµ , �y� f� �� Date: f—(,� * The applicant must provide a Complete Explanation and/or Reason for not providing `7 -1 I f all Information that has been Required by the follo\i mg Checkltstl Jiv e Trtcidnne Number , 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST YE NO NA If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. 0 c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-I7KJ(2) SEMMENT CONTROLS d. 'Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Shall include but not be limited to: e. Limits of Clearing & Area of Proposed Land Disturbance. A well maintained Construction Entrance f. Existing& Proposed Contours of the Site (Minimum,z inter.ai,l Wire Backed Silt Fencing or Location of all existing& proposed structures, roads, driveways, sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. 1. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). gineering at -1560 before I. Location of proposed concrete washout area(s). Backfill, UK Provide Engineer's Certification M. Location of all pioposed erosion&sediment control measures. 0� that the drainage has been install ed to Cade 2. Storrm�ater Management Control Plan must include Calculations shmNing that the Stormwater improvements at e sized to capture,Store,and infiltrate on-site the run-off h om all impel k IOUs uu faces generated by a mo(2.)inch rainfall/Stoirn event 3. Details&SccUOnal Drawings for siornwaiei practices are requued for apps-mal Items requiring'details shall include but not be limited to: a. Erosion &Sediment Controls. IIIN b. Construction Entrance& Site Access. c. Inlet Drainage Structures (e g catch basins,trench drains,etc) d. Leaching Structures (eg infiltiation basins,stiafes.etc) I **** FOR ENGINEER G D PART E ONLYEl Additional Information is ReJO OFSOU'd')1 OLD i Reviewed & l Stormwater Management Control Plan is Not Complete. (! i ApprrnedBy. — — — - -- — — — — — — — — — — — — — — — — — — — moi++ Stormwater Management Control Plan is Complete. i., Date: 1 —ZCo - ( 7 I ® SMCP has been approved by the Engineering Department. FORM ' SWCP Check List -TOS MAY 2014 -- -v- ------- --�— 1 DEPARTMENT OF HEALTH SERVICES FORAFFICE.iJS'E ON - �% OF� E-OF'WASTEWATER MANAGEMENTS`"- FIC _:��:. :�•. ;',,,;` ;�:; :;,. ''==�` ,,�!y:�,y; z%-;-'s .., 60 Y AVENUE SUITE 2C YAP 3 APHANK HANK,NY 11980 ."` 631 852-5700 OR HealthVIWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND' WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. sICtOffl FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R I U -- 13 — v v 6 5 Tax Map No.: District Section lock Lot loop J I � l / ' moi;.: ;:��- -:-t. ;�;,:-_�.. .�°;�..ro.•Y-- -=z: - - ;:��;.�t ,r�.^`��'- -_>: _ - 9''w - ~, yyY cg's > ` 4r �:�`yi"% .t,- _ <\-. <��";`r'tR 9.:�,�•6w,;',,:y;z�.. - tL Y�a 4F' - Tv . can F y (�*,• {��`"-'G.lrt' �'-'`f�.,`,'+,. .i,^N`. ^.':h'•'J�1".1=.ri �7. -� :�;•:'+t_S�4:i �'''-_ �,ate,"� .�A'. a FLS 1r4•A \ViV�7J: (/,'��. 4'" !f' .Y.`rt - Name of Current Agent: - Tel#: � � - Mailing Address: Email Address: DATE OF ORIGINALAPPROVAL: 12 q Z"13 *If more than 6.years old and SCDHS site inspection have not been performed,anew application will be required rC�O1,1T FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: ( - I hereby transfer'all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: T1 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: Tel#:, ) I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SE ]fONr4'> FOR ALL RENEWALS AND TRANSFERS Application is hereby made to [ l TRANSFER,[v4 RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein are true and correct,and that all work shall be done in accordance with all applicable Town,County, State and Federal Laws. "Any false statement made herein is punishable as a misdemeanor pursuant to 5210.45 of New York State Penal Law." Si a reP"entpplicant/Agent Date /� 1 Z 7_ Print Name ofTurrent Applicant/Agent Title DEP ART1VIENT`LTSE ONL ,t` Ee+ 'i, - - rmi is °r Tranr :' sfe - rred%Rane'- wed, til Number of Bedrooms A roved. _ - D eye sentafi 'e 5,., JAN2097 - 1 W WM-104 (Rev. 02/12) 2016 d BUMDING DEPT TOWN OFSOUTHOLDUi"t.4,V-lz 2 e.w JZ' ti C obq P1,q , � i `i Robert James Higgins Architect 50 Hidden Acres Path Wading River,NY 11792 631-208-3351 Rarchibob@ao.com January 27, 2017 Mr. &Mrs. Giacone 1130 Little Peconic Bay Road Cutchogue,NY 11935 r The existing electric service shall be disconnected at the start of construction and reconnected upon completion. � S AC 1%y•��r � �r�„ �� espec ully d, i 90A® Robert Higgins, � ' REScheck Software Version 4.6.3 Compliance Certificate Project Giacone Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,185 ft2 Glazing Area 22% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1130 Little Peconic Bay Road Giancone Robert Higgins Cuthogue, NY 11935 1130 Little Peconic bay Road Robert Higgins Architect Cutchogue,NY 11935 50 Hidden Acres path Wading River, NY 11792 631-208-3351 rarchibob@aol.com • • . •- s Compliance 3.31/o Better Than Code Maximum UA: 421 Your UA 407 Maximum SHGC. 0.40 Your SHGC. 0.30 The%Better or Worse Than Code Index reflects hove close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Perimeter Wall 1:Wood Frame, 16"o.c. 2,210 21.0 0.0 0.057 94 Window 1:Wood Frame:Double Pane with Low-E 402 0.300 121 SHGC: 0.30 Door 1:Solid 78 0.400 31 Door 2: Glass 80 0.300 24 SHGC: 0.30 Ceiling 1: Flat Ceiling or Scissor Truss 1,914 38.0 0.0 0.030 57 Basement Wall 1:Solid Concrete or Masonry 1,290 13.0 0.0 0.062 80 Wall height: 7.0' Depth below grade: 6.0' Insulation depth:7.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory require7 ted in the REScheck Inspection Checklist. is robert higgins architect 1/9/2017 Name-Title Signature Date Project Notes: 1 story ranch Project Title: Giacone Residence Report date: 01/09/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\custom homes\Gianone nassau Pt Page 1 of 9 South ld\energy.rck t ' 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. Section ,plans Verified Field-Verified '4" , Pre-Inspection/Plan`Revi®w', Complies? Comments/Assumptions &'Req:ID - Value, Value 103.1, ;Construction drawings and ;,;, :, ;❑Complies 103.2 'documentation demonstrate i❑Does Not [PR1]1 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 r❑Does Not 403.7 :energy code compliance for [PR3]1 lighting and mechanical systems. ;w r' ,,a❑Not Observable 'Systems serving multiple j` ❑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 Btu/hr ;❑Does Not [PR2]2 ion loads calculated per ACCA Cooling: j Cooling: - ,`'i Manual J or other methods ❑Not Observable ' approved by the code official. Btu/hr Btu/hr t❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) •'2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Giacone Residence Report date: 01/09/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\custom homes\Gianone nassau Pt Page 2 of 9 South ld\ene rgy.rck -Section _ ` ' 'Pla , Verifed Foundation Inspection' ns Verified Field iComplies?, Comments/Assumptions &,Reg.ID Value -value, F 402.1.1 Conditioned basement wall R- R- fElComplies ;See the Envelope Assemblies [F04]1 insulation R-value.Where interior; R- R- E❑Does Not ;table for values. insulation is used,verification may need to occur during ❑Not Observable , Insulation Inspection.Not ;❑Not Applicable ;required in warm-humid locations; ; ;in Climate Zone 3. 303.2 Conditioned basement wall �' ❑Complies [F0511, insulation installed per ( ;' ❑Does Not ;manufacturer's instructions. i^ i'❑Not Observable ❑Not Applicable 402.2.9 'Conditioned basement wall ft ft "❑Complies ;See the Envelope Assemblies [F0611 :insulation depth of burial or ;❑Does Not ;table for values, ;distance from top of wall. l❑Not Observable ❑Not Applicable 303.2.1 ,A protective covering is installed ❑Complies [FO11]2`, to protect exposed exterior �' ;I'' °: . - f❑ -. i, �;,fi - � , Does Not rinsulation and extends a .f i minimum of 6 in. below grade. ','[--]Not Observable i '[]Not Applicable 403.9 `Snow-and ice-melting system ❑Complies [F012]2 lcontrols installed. ❑Does Not ti�`,• i <<•',,A• i �' ,nl'• `x'"!❑Not Observable ' 6 `,}}? ti;l f_ JONotApplicable Additional Comments/Assumptions: 1 lHigh Impact(Tier 1) 2] Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Giacone Residence Report date: 01/09/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\custom homes\Gianone nassau Pt Page 3 of 9 Southld\energy.rck 'Se4tion plans Verified Field Verified, Framing J Rou*gii-Iri Inspection Value _ Value Corriplies? OommentsJAssurinptions & Req:ID 402.1.1, ;,Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 I❑Does Not table for values [FRl]1 ❑Not Observable ; ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑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 [FR2]1 77 303.1.3 ;U-factors of fenestration products,,-,," ti :❑Complies ; [FR4]1 are determined in accordance i ` '' 4' i❑Does Not ,with the NFRC test procedure or ` `taken from ❑Not Observable the default table. �' - ��, ;; t ;❑Not Applicable 402.4.1.1 ,Air barrier and thermal barrier �, `" ,', '• ',', ;. <a T Complies, [FR23]1 installed per manufacturer's '�❑Does Not V i instructions. UNot Observable : ❑Not Applicable 402.4.3 ;Fenestration that is not site built 1. ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Giacone Residence Report date: 01/09/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\custom homes\Gianone nassau Pt Page 5 of 9 Southld\energy.rck Section. Plans Verified Field Verified' #' Insulation-frispection , ' Value Value Complies?` Comenen'ts/Assumptions & RegJD 303.1. %All installed insulation is labeled ;❑Complies [IN13]2 or the installed R-values f' ❑Does Not provided. r ❑Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value.If this is a; R- R- ;[]Complies :See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood U❑Does Not 'table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ;❑ Mass ;❑Not Observable 1 [IN3]1 exterior,the exterior insulation ;requirement applies (FR10). ;E] Steel ;[:J Steel ;❑Not Applicable 303.2 ;Wall insulation is installed per t❑Complies [IN4]1 manufacturer's instructions. :- t❑Does Not ' Y' 1 I❑Not Observable I, ❑Not Applicable ' Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Giacone Residence Report date: 01/09/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\custom homes\Gianone nassau Pt Page 6 of 9 Southld\energy.rck Section Plans Verified' Field Verified # Final Inspection Provisions Value ' Value - Complies? Comments/Assumptions & Re .ID 402.1.1, ;Ceiling insulation R-value. R- R- ,❑Complies See the Envelope Assemblies 402.2.1, ;❑ Wood :❑ Wood ;❑Does Not ;table for values. 402.2.2, ;❑ Steel ❑ Steel '❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable s , 303.1.1.1,:Ceiling insulation installed per ; ❑Complies 303.2 manufacturer's instructions. { .❑Does Not [FI211 ;Blown insulation marked every + ' �❑ 300 ft2. �; Not Observable „ ❑Not Applicable 402.2.3 Nented attics with air permeable i" ""^` ❑Complies [1`1242 insulation include baffle adjacent i 4❑Does Not to soffit and eave vents that i '[]Not Observable extends over insulation. '❑Not Applicable 402.2.4 Attic access hatch and door R- R- ;❑Complies [F13]1 ;insulation >_R-value of the ❑Does Not r ,adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 .Blower door test @ 50 Pa. <=5 ; ACH 50= ACH 50= ;[]Does!ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 : cfm/100 cfm/100 ,❑Complies [FI4]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 ;❑Not Applicable ;occur during Framing Inspection. 403.3.2 :Ducts are pressure tested to i cfm/100 cfm/100 ;❑Complies [FI27]1 !determine air leakage with ft2 ft2 ;❑Does Not ;either: Rough-in test:Total 'leakage measured with a ❑Not Observable 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 handler enclosure. 403.3.2.1 ;Air handler leakage designated t❑Complies [F12411 !by manufacturer at<=21/( of ' '`" " ';❑Does Not ;design airflow. i❑Not Observable ,❑Not Applicable 403.1.1 ;Programmable thermostats ;' E❑Complies '[F19]2,• installed for control of primary P❑Does Not heating and cooling systems and 1, initially set by manufacturer to b [-]Not Observable code specifications. j ' '❑Not Applicable 403.1.2' ;Heat pump thermostat installedp �❑Com lies [FI10]? on heat pumps. ❑Does Not ' '❑Not Observable i❑Not Applicable 403.5.1 ;Circulating service hot water ";;`' :❑Complies V111]2 systems have automatic or t ❑Does Not accessible manual controls. - ;❑Not Observable f. '❑Not Applicable , 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13'1 Low Impact(Tier 3) Project Title: Giacone Residence Report date: 01/09/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\custom homes\Gianone nassau Pt Page 7 of 9 Southld\energy.rck F'.ection, Plans Verified Field Verified # ° Final Inspection Provisions Complies? Comments/Assumptions 'Re .ID Value, Value = 403.6.1 ',All mechanical ventilation system, i❑Complies [FI25]2 `°° fans not part of tested and listed j ?❑Does Not `HVAC equipment meet efficacy i❑Not Observable land airflow limits. -;ONot Applicable 403.2 Hot water boilers supplying heat "' ;❑Complies [FI26]2 ithrough one-or two-pipe heating ?❑Does Not i systems have outdoor setback control to lower boiler water '![]Not Observable = temperature based on outdoor j.== " .❑Not Applicable temperature. 403.5.1.1 ?Heated water circulation systems ; ?❑Complies F12812 have a circulation pump.The f ;❑Does Not ;system return pipe is a dedicated { i return pipe or a cold water supply] i❑ Not Observable ;pipe.Gravity and thermos- i ❑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 ; f is at set-point temperature and no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems i , "❑Complies [F129]2 -comply with IEEE 515.1 or UL ❑Does Not ;515.Controls automatically ':adjust the energy input to the []Not Observable heat tracing to maintain the ' '❑Not Applicable ;desired water temperature in the piping. j 403:5'.2 "Water distribution systems that ": !❑Complies [F130]2 :have recirculation pumps that 1' k❑Does Not pump water from a heated water ;supply pipe back to the heated ,❑Not Observable ; water source through a cold ❑Not Applicable water supply pipe have a :demand recirculation water ,system. Pumps have controls „that manage operation of the i pump and limit the temperature i of the water entering the cold s i water piping to 1049F. 403.5.4 iDrain water heat recovery units ;❑Complies [F131]2. tested in accordance with CSA ❑Does Not B55.1.Potable water-side i❑Not Observable pressure loss of drain water heat ° recovery units< 3 psi for r❑Not Applicable i :individual units connected to one ° or two showers. Potable water- t ,side pressure loss of drain water 'heat recovery units <2 psi for l ,individual units connected to ,three or more showers. 404.1 :75%of lamps in permanent ; ;❑Complies [FI6]1 fixtures or 75%of permanent i. '-r'❑Does Not ;fixtures have high efficacy lamps.; ° {Does not apply to low-voltage " ❑Not Observable l lighting. ,❑Not Applicable 404.1.1 ;Fuel gas lighting systems have i❑Comphes [F123]3 no continuous pilot light. + ❑Does Not r, ,❑Not Observable '❑Not Applicable 1 I High Impact(Tier 1) 12'1 Medium Impact(Tier 2) 3`1 Low Impact(Tier 3) Project Title: Giacone Residence Report date: 01/09/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\custom homes\Gianone nassau Pt Page 8 of 9 South ld\energy.rck SectionPlans'Verified , Field Verified # - Final Inspection Provisions Complies? Comments/Assumptions & Re :ID I ' , ' _Value- Value _ , 401:3 ;Compliance certificate posted. ! ❑Complies [F17]z I ❑Does Not 1❑Not Observable ❑Not Applicable 303.3 ,Manufacturer manuals for ( '.", 1❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ` ❑Not Observable ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Giacone Residence Report date: 01/09/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\custom homes\Gianone nassau Pt Page 9 of 9 South ld\energy.rck 44` 9M 5 IN El C.r,,,. IE n arm Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 13.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&D.. Window 0.30 0.30 Door 0.30 0.30 .. id - Heating System: Cooling System: Water Heater: Name: Date: Comments ELECT r=UCA"' UN' E SPECTO TRUSS PLAGARDIN61 FIFIQUIRFED 11,1 R,011 f S") 90 T E D 1 -2-7.1 12 ALL "'ODESOF T- TOWN CODES S'. NEWWO DEPA�ifv1ENT AT AS REQUIRED A[,,i*D co ,IDFFIONIS OF 4 PM FOR THE i'3�2 8 kA T" -OVVING INSPECTIONS: i,)-,)-IjNDAI'ION - TWO REQUIRED FOR POURED CONCRETE 2. R(.)UGH - FRAMING & PLUMBING 3. INSULATION -- Kv�.,&[)K 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW DO NOT PROCEED WITH YORK STATE. NOT RESPONSIBLE FOR FRAMING UNTIL SURVEY DESIGN OR CON-STRUCTION ERRORS. OF FOUNDATION LOCATION HqS.REEN APPROVED. PLbliVal-,,C-14- CC-RTIFICATION ON LEAD CONTENT BEFORE CERT IFICA TE OF OCCUPANCY PLUMBING SOLDER USED IN WATER ALL PLUM13ING ES WASTE &WATER LINNEED TESTING BEFORE COVERING II SUPPLY SYSTEM CANNOT EXCEED 2110 OF I% LEAD. DRAINAGE INSPKTIONS ARE ISQUM .,M��wy OR SUMP, 01"" Provide FmonaVg CortV"Jon `6 UNLAWFUL k[-, i-j-j40UT CERTIFICATE .1 6 1 OF OCCUPANCY DRAT AGE SYSTEM CALCULATIONS, ROOF AREA: 2,223 sq. ft. SURVEY OF x,2.".3 sq. ft. X 0.17 = 378 cu. ft. ►'`� 78 cu. ft. / 42.2 = 9 vertical ft. of 8' dia. leaching pool required LOT23 f �wELL\N W j10, PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS pVB�\G AMENDED MAPA OF use5 Y vo �G�5• PRO OSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: NASSAU POINT OWNED BY • ' : • • .'�� \/ EXISTING LOT COVERAGE NASSAU POINT CLUB PROPERTIES, Inc. CO : : FILE No. 156 FILED AUGUST 16, 1922 ,p � s\REET ° •' /�5 " DESCRIPTION AREA X LOT COVERAGE \ p Was�R x> f / SITUATE ryryLt pVolc 4- a ; . HOUSE 1,723 sq. ft. 15.3% 1 .•° a P.:` Q: sem/, : iNJ�3 ROOF OVER WALK 48 sq. ft. 0.4Y. NASSAU POINT x , ,v►�. '. r • .: �,s��� TOWN OF SOUTHOLD !2ST Bc_ , , _,-•. ° .y ' : •a :. �` �� a� �, SHED 146 sq. ft. 1.3% SUFFOLK COUNTY, NEW YORK r 1LaI.C..I,.an�� E'y The � O ,. 0'1 VIf1 L^� ' ' .a', .•' �, X43. FOO�rc ��' Q Clth �.•:vies. I ° •' A / 0 Gv1\+RE P� A C" In OUTSIDE SHOWER 15 sq. ft. 0.1% S.C. TAX NO. 1000-111 -14-17 C:aEI 8',5z2-57_01J, 4S l yaurs inAdvanc�3 �' �"� R �� � i �T;Rv r Un a pox SCALE 1 "=20' TO SchOdUle Inspection(s) EDGE OF PAVEM --- \'\ p G -4V O TOTAL EXISTING 1,932 sq. ft. 17.1 Y. ENT PAVER S i 22 S\ti ,..,., ,._...._,.� APRON . . � 1V � � • .��A /.1 �� ''� G� `� JULY 1 , 2013 STONE DRIVEWAY .corfc.' ' 15ji / H0• I ' , W ~' PROPOSED LOT COVERAGE SEPTEMBER 16, 2013 ADD PROPOSED HOUSE WALL •• 14- x Y'�'g � i. • (P y �'�, OCTOBER 15, 2013 REVISED TIE LINE13 COC N. , t • O O `��.�, DESCRIPTION AREA X LOT COVERAGE �- 3 27 E� LOT , • y TOTAL AREA = 11,920 sq. ft. N Jg 5 / . 1 / \��yaP''� HOUSE (INCLUDING 2,234 sq. ft. 19.8Y. (TO TIE LINES) 0,274 ac. 30.26 041, x In.' I•• ' \NGDOpp FRONT PORCH 8 �k, `' % �x\POEM TOTAL PROPOSED 2,234 sq. ft. 19.8% UPLAND AREA- = 11,265 sq. ft. s �t 12 U� , f o •t„ nff (O �0 0.259 ac. Amo rho EXIST WATER LINE BE RELOCATED x" �I '� �a�� LOT COVERAGE OF TOWN DEFINED 11,265 sq. ft. mom ItO.Bs Oj �• ti0 F. FHOUSE "BUILDABLE LAND" (11,920 sq.ft. (TOTAL LOT AREA) WETLANDS AREA = 655 sq. ft. W c0 11 'o+ 6/ q�%z �' `• ; .�o� - 655 sq. ft. (WETLANDS AREA)) NOTES: (TO TIE LINES) 0.015 ac. o ci, ; M EXIST. CESSPOOL WOOD .. 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM `-'� STo BE EE NOTEMED BORA i ........ •. "• •. :;.�,;.,;;.;;.>;<:{,; 1 EXISTING ELEVATIONS ARE SHOWN THUS: x -' .... ' ` ```'' "' o EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -5- - - - ti o=a O FENCE 14.6 I ¢ / t::;:S.::SHi�;:: :;:'/.::::::::: :::..:: ::::::::::: '. F.Fl. - FIRST FLOOR 'tel . :::::. ��� G.FL. - GARAGE FLOOR 44 C4 inIW/1 .4 � .:. : der:? iear ......... .. •''•.,arr: :::a:: . .......... °L� i B.B. BOTTOM OF BULKHEAD fY,Lh 19.4 :..................... to b`�o�' SHED TO I l j:::;.:.::: ::`::::::: :::::::::•:::::::::::::::::::::. .:: :: N T.w. - TOP OF WALL ' 13E REMOVED I :: ;::•::•: :• •:::::;;;•:::: :• P B.W. - BOTTOM OF WALL I8•!' `: ': :EX:} 'ft� ................ 2. FLOOD ZONE INFORMATION TAKEN FROM: s :.1:'':' �:sFO�:::::::::::::::: ::::.::::::::::.o;.:::.:' FLOOD INSURANCE RATE MAP No. 36103C0164H " :. 6 G ZONE AE: BASE FLOOD ELEVATIONS DETERMINED STORY HOUSE .......... >> < ..;• I I t..................(4 BEDROOP()...::i_:: :: : :::.:: 2 ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL :.:: :...:... CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT '' I I \5�\c� o OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; ;:;ac :< EX 135 AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. HOUSE W i ' ::':: :� ......: ': :: :... f�P\- ���� 3a•5 ._.':. ::: '. ::. N ! pROP°owOFN 3. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1 ,000 GALLONS. :. ...: �°i,� '- ®"' P� 51 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP j CONC j r• / ? ° 4. MINIMUM LEM CHINIG SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. x / °Woo Z7�� �j�� P ��f31 3 POOLS; 4 DEEP, 8 dia. O I DS FENCE c2 /J�aF�J� \ 12 -R no 6N ti� „pC\�f(S 0�9 n "Co 6 0,4-. Q° X / �\ o/ / y y ���'G PROPOSED FUTURE EXPANSION POOL o \ /� o� x23 > > x j BOJ PROPOSED 8 DIA. X 4 DEEP LEACHING POOL evj R/ t SUFFOLK.COUNTY DEPARTMENT OF HCALTH SERVICES / F ss / / No \ y�7 �Illc PCF;iyIT F0 (n,�-:ru,vgt 0r\,C0 aT 1UCT!O)N F'3R A ® PROPOSED 1,000 GALLON SEPTIC TANK x j�/ f O 31IIL / �!'a :_L E"'I :3:la".' eta ;:_ S>e: t..'I"•il�! o / o . THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD / Lo \'.900 O / G 110 a 9 2613 - OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. M / P / � P C'4 / joP _ �L %/ O DATE `` .' .l �5� 13 EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. A�3 .i1'.�OR�.C;rt O E!C1St1i1I Sanita� SyS` ;-1 '°t{lL;n j AIL OJ�J APPROVED - f?- �'�� NO ADDITIONAL FILL TO BE TRUCKED IN FOR FINISHED GRADES. f,r;•.an=with d'1.y:,a,1:i3C:.t Te.quir n nt , t. G / '� FOR Maimutvi OrLj-F-----CEDROOMS �.. ,1��y � e �e g Submit B.� c0 7tk-tcd fl Int V1'WM- 'RO as proof. KH�w. h° ,� SNE Mme"G 401,pp EXPIRES THREE YEARS FROM DATE OF APPROVAL Zo / LE L) 6�Ej 1.2 Z0 / 1O�4D m 36 PREPARED IN ACCORDANCE WITH THE MINIMUM 1,3 s ro �' VITA PROPOSED SEPTIC SYSTEM DETAIL AS (NOT TO SCALE) -•-^'BY THERLIA.LS. AND APPROVED SURVEYS ADOPTED D `NO°O OECK B HOUSE TOP BURIED FOR SUCH USE BY THE NEW"YORK STATE,.AND BULKHEAD T E ASSOCIATION. �' l}I' I!r 0.B'E. F•FL 12.0' 4' DEEP max. GRADE FINISHED ' T C �0 %4-{ ELEV. L FINISH GRADE V PRECAST REINFORCED CONCRETE COVER 24"dia.ia. LOCKING, WATERTIGHT de INSECT PROOF ELEV. 72.0• N BURIED 1' DEEP min. 2' DEEP Max. CAST IRON COVER TO GRADE ,t �"�•'' ���� /::,• ,,•` fF ` TEST HOLE DATA 20` 'n _ FURTHEST LEACHING POOL t l i MIN. 4" dia. 1'min. MIN. 4" dia. a TOP EL 10.0%,,,., 3 OFA 3 POOL SYSTEM _ e 'i f APPROVED PIPE 20"min. 3 w, (TEST HOLE DUG BY McDONALD GEOSGIENCE ON SEPTEMBER 23, 2013) PITCHED 1 4" 1' TOP ELEV. 11 A' APPROVED PIPE PITCHED 1/8"/1NLLr' -3' CLEAN ttt 8" . 8 EL 12.5' 0. • • -� 4" dia. SAND DARK BROWN LOAM OL INV. EL. 7 3� ° e CROSSOVER COLLAR 0.5' 10.0' INVERT 5 , INVERT 0. PIPE • �, e gµ s C ELEV. t..6: ELEV. 2.3: e,•• Lic. No. 50467 BROWN SANDY SILT ML ° UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF • I-. -8' 8,�J w SECTION 7209 OF THE NEW YORK STATE ° '• BOTT0M '1 3 GROUND WATER -Nathan Taf t Corwin III EDUCATION LAW. ` e' COPIES OF THIS SURVEY MAP NOT BEARING ��j•'• ' THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED ,•c >' SEPTIC TANK (1) TO BE A VALID TRUE COPY. PALE BROWN FINE TO MEDIUM SAND SP .;:vim'• :••'�. CERTIFICATIONS INDICATED HEREON SHALL RUN 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. ONLY TO THE PERSON FOR WHOM THE SURVEY ! :� ' ' ' 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP IS PREPARED, AND ON HIS BEHALF TO THE , +. .%. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. EL 1.0' :'i Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND 11.5' 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6- AND A BOTTOM THICKNESS OF 4". LEACHING POOLS 3 Joseph A. Ingegn0 L.S. LENDING INSTITUTION LISTED HEREON, AND ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. TO THE ASSIGNEES OF THE LENDING INSTI- 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. Title Surveys - Subdivisions - Site Plans - Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3 POOLS; 4' DEEP, 8' dia. FINE To MEDIUM SAND SP ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) WATER IN PALE BROWN 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF 11/4') PHONE (631)727-2090 Fax (631)727-1727 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE ( OFFlCES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY LI EQUAL). AND/OR EASEMENTS OF RECORD, IF 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 6 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. 158 James158 New York 11947 JamesporNew York 11947 17' 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. -1 A SURVEY OF LOT 237 AMENDED MAP A OF NASSAU POINT OWNED BY STORMWATER MANAGEMENT NOTES: NASSAU POINT CLUB PROPERTIES, Inc. 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION FILE No. 156 FILED AUGUST 16, 1922 MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING SITUATE AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, NASSAU POINT A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF MIN. ' U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING OR TO 5D 0' SUFFICIENT TO AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. KEEP SEDIMENT ON SITE TOWN OF S 0 U T H 0 LD THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS W OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL HAY RALES ANO/OR SUFFOLK COUNTY, NEW YORK SILT FENCING L\CIG DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS `a TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE o WPtE �� S.C. TAX No. 1000- 111 - 14- 17 USE`' P�B�\C SCREEN IS REMOVED. UPLAND LOCATION BEFORE THE N 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, O W "\`y SCALE 1 "=20' QP ( A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL a I----------- S ° °' �QOO BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT JULY 1 , 2013 T �� •'O <e SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES a� SEPTEMBER 16, 2013 ADD PROPOSED HOUSE °.e ° '°.may ('0 F`' SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS OCTOBER 15, 2013 REVISED 'CO \7 �l NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED JANUARY 6, 2017 REVISED PROPOSED HOUSE (`J S�REE1 Q.° 15 �. AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE R 1N e e Q/ OF BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES I HAY BALES AND/OR TOTAL AREA = 1 1 ,920 sq. ft. LIT �1 C WASE X� nq. Off` SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED slLr FENCING a' Q o y..'.'.'.......... k UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. (TO TIE LINES) 0,274 cc. I ° 4 , 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. \ Z.....:. . Qo�� 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. PLAN VIEW UPLAND AREA = 11 ,265 sq. ft. 3 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED e• XJ� ° 1f.Mt .259 Q0. e'" POS `��^ '.:.'.'. \S`n\��/ 0PR ON THE PROPOSED RESIDENCE. 4 N4.LU j �•. R� .:.. /a0 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. °1 ""'°� Ov 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS WETLANDS AREA = 655 sq. ft. 41 ,° ° '� NPtER NCE /�+ ` �' d' *W111`A OS�D OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF p tv Fxlsnrlc GRADE (TO TIE LINES) 0.015 ac. EMENT MSjEft /5 oo/ "('�� y.'. / Lo p� R\�\N FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. ROAD EDGE OF PAV V� L ."'.' ..a {... p,R \(N 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE PAVER-�` SP °2 T 4,,.. Va HAY BALES AND OR APRON e / .•,.S d �NiPO\Nti0 G SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW SILT FENCING / IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO 2 DAYS OF ELAN / /G1 \'.'.'.•.'.� (r D� �� ( ) CONSTRUCTION CE BASE OF ✓/ 3' O SC` FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, COMPACTED 3/4 STONE BLEND /STONE DRIVEWAY. 15.1 / k ^ N O` X ,-gyp G >GC\� OR N.Y.S. D.O.T.APPROVED R.C.A. f / \ Y„ " ``11JJ `� WHICHEVER IS FIRST. MULCH SHALL BE MAIINTAINED UNTIL A SUITABLE FILL TO 18"MIN. ABOVE EXISTING NOTES: ° a •CWALL 14� / .� / EST H0 rnU' .:}A,.a. 0 ' X\ �� �L'`L GRADE TO ALLOW FOR DRAINAGE ° ."; t (j1 10 N- O\-�� I- �o VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TIE LINE 13-- FUND �� �. {S Y... G0C'0_p U1 t- TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING CROSS SECTION E co c N. (�. 111 °1 ;'.'. CS \0 R\ � N d l�iC) PERFORMED AND GROWTH S SOON AS WEATHER CONDITIONS FAVOR GERMINATION 1 . ELEVATIONS T NG ARE E EVATIONSREFERENCED E SOWN THDUS1988 DATUM 53'27 J� r \\�O D O` D -a � 10. SUITABLE VEGETATIVE COVER IS DEFINED ASA MINIMUM OF 85Y. AREA TEMPORARY CONSTRUCTION ENTRANCE N �9. I. ✓ " ' '�`..'.. y�X\y REM X EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -s- - - - ((�� 2(j' X 1 6� � N `� r n VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER (NOT TO SCALE) �!v 501L 5TOr_ �LE G ��O \N CP-P, r` Z r THAN 1 SQUARE FOOT IN SIZE. o / W 237 ^1':':':.'. R�` \D \C� Z Crin F.FL. - FIRST FLOOR \' 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR G.FL. - GARAGE FLOOR FOR FOUNDATION 12 LO I :;:;:! , °, D\( q5 SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF i z h EXCAVATION TO SE O••y VCMnz o mo ,'Ij, REMOVED BEFORE r / � �i .� N�T'� OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO T.B. _ TOP OF BULKHEAD G, o r ���1,�Q SEPTIC INSTALLATION O y B.B" - BOTTOM OF BULKHEAD " '" O� 1a� �� �* �.. THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, �w '�' EXIST. WATER LINE Up 11 I Ci itfS.' 'I0 r\F. OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR T.W. - TOP OF WALL / Z y\. / .�O CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. B.w. BOTTOM OF WALL TO BE RELOCATED � { � °., � '. 2. FLOOD ZONE INFORMATION TAKEN FROM: I�w FLOOD INSURANCE RATE MAP No. 36103C0164H � min. wnCK � � ' ° 3 10 - �, O(� U co EXIST. CESSPOOL WOOD I R', Z U TO BE REMOVED RBOR ..:.. ............ .... \O(y J m SEE NOTE No. 7 r} / ?.? . .::.g.: ............................... \ ZONE AE: BASE FLOOD ELEVATIONS DETERMINED \E- 3 FENCE 14.s' : :S' '.`:: : { HOUSE 36" HIGH POLE (MAX.) ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL �C p 0- 1.5'W. I /;;;;;;;;;; , :, ::;, STEEL OR WooD STEEL OR WOOD POST �.. ... \�, 8' DIA. X 4' DEEP CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT r l Q� (A 1� I� F F � ,,.�.e,,.L-"��:.':.'..:.::'::.�::'.:' tj EXTRA STRENGTH FILTER FABRIC POST(TYP.) '�I '°' -\\1• STORMWATER �_ HAY BALES OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; W 9.4 I + .'"'.."`": REO'D.WITHOUT WIRE MESH SUPPORT FLOW 2"XY' STAKES L ::.:...:...:...: DRYWELL EXISTING ": ..:::'::'::(:'::'::'::(i'r' ��':7. to' MAX. O.C. SPACING (TWO EACH BALE) ' : FOR DRIVEWAY AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. fY W/WIRE SUPPORT FENCE FLOW ^I SHED TO =.: '::'::':::'::':::'::'::'::'::'::'::'::. �.....::':::::.ic,, 6' MAX. O.C. SPACING r . I ::: ::;. " 4' W/0 WIRE SUPPORT FENCE GRADE ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. ` 13E REMOVED 18.1 :: / N COMPACTED f S y BACKFILL . .,INC.::::: ::::::: :::::: : �oSr^ �� �� s' �� �� �% ' DRAINAGE S :.::'::: :;:: :: :':Ex1ST.. ...:.: 5' DI . X 5' DEEP -T �. oiN FLOW /\\j/\\ j\\//\\j/ S<ooF d INLET 3. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1 ,000 GALLONS. 3:: 1l FRAME }1ol1SE:. :.: 1 5 ORMWATER �:: :: STOR.:. .: ...'.....'. .'...'.. .: , 0o� '''.�---- ./\\/\ l\\/\� �� 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP DR WELLS TYP. 9-z :0:•:PROP05ED 2 5TORY:;.:: :::: �' i i\//\ ;-" /\/\� FOR ROOF l.: . ::: r'':: HOU5E s GARAGE:.: �s Y..;. •} /\/� ATTACH FILTER FABRIC SECURELY \5 4. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. ,\.....I,I 116' opo (4 BEDROOM) ::::.: :: / �� TO UPSTREAM SIDE OF POST n /� o /\ /\\� 4" X 6" TRENCH T:;: :: :. :;;:::'::F.FLI�.O: ::c;;::( :: . �.- 9.z \i ''h\\✓�/�i�`. /ice //�/ W/ COMPACTED 3 POOLS; 4' DEEP, 8' dia. I m I. .: ::::::: :'::: ::::::::. :::.::::: N1 "J BACKFILL BALES TO BE SET tan I I . .. .n. PROP05ED:•;:;' / NpUSE �\, SILT FENCE DETAILS FUTURE EXPANSION POOL NG E::': :::.:::. �X\��\NRA Ox-9 t m S A� IN 4" TRENCH �I $' ' 'CELLAR ENTR.R...,.••., ELEVATION PROPOSED o'.� ' TRENCH DETAIL IN •• �Q�� `\ G MAXIMIZE I PONDING EFFICIENCY.LT FE CE SHALL BE PINS ECT ALACED ND LREPA R SEL TO ILT SLOPECONTOURS OAFTERro HAYBALE BARRIER ® INLETS X �/ 1`GL EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED (NOT TO SCALE) �� SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW (NOT TO SCALE) / HOUSE 1.... '.':.'.':.'.':.'.'..'..'.'.....'.'....'..'.':. �,0� / D -ENV �8p\� OFF-SITE TRANSPORT. t f ... :3�i.5' OSE p N� PROPOSED 8 DIA. X 4 DEEP LEACHING POOL H 2 s- 8 pROpROW O o CONICro PROPOSED 1,000 GALLON/ �d STEP S NK 9 h�` / 044°° 1 U1 1.0 P F 6161 X /��F�� �2" -'si N�r1F Noss°N 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 'ENCYIE o2 � °9Iq � / �� 6�a1 F oNJ�P� TYPICAL STORMWATER UNIT OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. G6 ,G (TOPS TO BE TRAFFIC BEARING) Q G�,, • e� (NOT TO SCALE) - NOTES; 6: EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND r1• ! �a. V1 CAST IRON INLET FRAME k COVER(FLOCKHART/53518 TYPE 6840) TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS / A o FlNISHED GRADE OR 6'THICK REINFORCED CONC. COVER REGRADING do VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. O' / '\ N �8 G F �S e'TRAFFIC BEARING sue t'-D" TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2• MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. x / X�2 / 5Q l (max.) VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH 7. NO ADDITIONAL FILL TO BE TRUCKED IN FOR FINISHED GRADES. �`1POeJ PIPE FROM ROOF GUTTERS STABILIZATION PERIPHERAL EMEASUR(S)DIMENT PSE ECTEDPING RSHOULD BE FENCING IERS. THE PILE AORLL BST AWRBALES, THEOUNDED N HSTABILIZ SEITHER TABILIZED �G O -0' APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. \(00 AND REQUIRED PERIOD OF USE. 2 CSO Z$ SLOPE OR LESS X W\ CRUSHED 3/4"- 1-1/2"STONE 1 9 / / NO / 0 1,11, / ALL AROUND STABILIZE ENTIRE PILE 41 % / Q SAO . �` SCEP`' �P / -1.1 WITH VEGETATION OR COVER 6'g R° O/ Q { F\p'G \ a RINGS REINF RCELEACHIDGPRECAST CONC. M / P 10 Y Q 3'-0" 4000 PSI O 26 DAYS 3'-0" N ^/ / ' EOt "PNS 4. O GROUND WATER \L \L \L \L \V � 41 \L o zo - GE 8� 6/ DRAINAGE SYSTEM CALCULATIONS: OT� II J \L .� .I/ \L � .1/ .I. m JV ROOF AREA: 2,223 sq. ft. ~ �6 2,223 sq. ft. X 0.17 = 378 cu. ft. 6$° 378 cu. ft. / 42.2 = 9 vertical ft. of 8' dia. leaching pool required � S PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS STRAW BALES OR SILT FENCE o DECK EXISTING LOT COVERAGE 4400 .90 DRIVEWAY AREA: 900 sq. ft. BULKHEAD I 900 sq. ft. X 0.17 = 153 cu. ft. SOIL STOCKPILE DESCRIPTION AREA % LOT COVERAGE 0.a,E. I 153 cu. ft. / 42.2 = 3.6 vertical ft. of 8' dia. leaching pool required (NOT TO SCALE) J PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL HOUSE 1,723 sq. ft. 15.3% ROOF OVER WALK 48 sq. ft. 0.4% SHED 146 sq. ft. 1.3% OUTSIDE SHOWER 15 sq. ft. 0.1% TOTAL EXISTING 1,932 sq. ft. 17.1% TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON SEPTEMBER 23, 2013) PROPOSED LOT COVERAGE EL. 12.5' 0, DESCRIPTION AREA % LOT COVERAGE DARK BROWN LOAM OL 0.5' HOUSE (INCLUDING a FRONT PORCH) 2,234 sq. ft. 19.8% BROWN SANDY SILT ML TOTAL PROPOSED 2,234 sq. ft. 19.8% a LOT COVERAGE OF TOWN DEFINED 11,265 sq. ft. BUILDABLE LAND" (11,920 sq.ft. (TOTAL LOT AREA) PROPOSED SEPTIC SYSTEM DETAIL - 655 sq. ft. (WETLANDS AREA)) HOUSE TOP BURIED (NOT TO SCALE) F. 12.0' 4' DEEP max. PALE BROWN FINE TO MEDIUM SAND SP PREPARED IN ACCORDANCE WITH THE MINIMUM FINISHED GRADE STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ELEV. 12.0 FINISH GRADE BY THE L.I.A.L.S. AND APPROVED AND ADOPTED PRECAST REINFORCED CONCRETE COVER FOR SUCH USE BY THE NEW YORK STATE LAND 24"dia. LOCKING, WATERTIGHT & INSECT PROOF ELEV, 12.0' BURIED 1' DEEP min. 2' DEEP max. TITLE ASSOCIATION. CAST IRON COVER TO GRADE , ':a.'".�-:."•'. _ FURTHEST LEACHING POOL EL. 1.0' MIN. 4" dia. 20"min-+� 2 -n 1'min. MIN. 4" dia. d TOP EL. 10. 3 T E �`ilrzj,;,� ti APPROVED PIPE OF A 3 POOL SYSTEM �` -w•_ PITCHED 1/4"/11 TOP ELEV. 11.0' APPROVED PIPE ' i PITCHED 1/8"/1' 8' , B WATER IN PALE BROWN (°, 1 -� 3' CLEAN " INV. EL. _ 4" dia. SAND FINE TO MEDIUM SAND SP ;f' �• l��- '. 10.0' INVERT 3� m ° CROSSOVER COLLAR ,! ELEV. 9_8' ELEV. 9.3' m d v a, INVERT ° PIPE 3 FLOW m o 17' BAFFLE e10. m -{ 1• W BOTTOM 3 GROUND WATER j' \" N.Y.S. Lic. No. 50467 ELEV. 4.0' ' ELEV. 1_0' �� UNAUTHORIZED IS ALTERATION OR ADDITION Nathan Taft Corwin SEPTIC TANK 1 TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. EDUCATION LAW. Land Surveyor 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP COPIES OF THIS SURVEY MAP NOT BEARING 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. THE LAND SURVEYOR'S INKED SEAL OR 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". LEACHING POOLS (3) EMBOSSED SEAL SHALL NOT BE CONSIDERED ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. TO BE A VALID TRUE COPY. 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF f1/4") 3 POOLS; 4' DEEP, 8' dia. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, L.S.r. L.S. ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno .S LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. IS PREPARED, AND ON HIS BEHALF TO THE 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE OR EQUAL). TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout ( ) LENDING INSTITUTION LISTED HEREON, AND 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631727-2090 FOX (631)727-1727 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. 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 33-163C SURVEY OF LOT 237 AMENDED MAP A OF NASSAU POINT 0 WNED B Y NASSAU POINT CLUB PROPERTIES, Inc. FILE No. 156 FILED AUGUST 16, 1922 SITUATE NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 111 - 14-17 SCALE 1 "=20' JULY 1 , 2013 SEPTEMBER 16, 2013 ADD PROPOSED HOUSE OCTOBER 15, 2013 REVISED JANUARY 6, 2017 REVISED PROPOSED HOUSE 65 G�PjER FEBRUARY 13, 2017 FOUNDATION LOCATION P�8`C x °° / TOTAL AREA = 11 ,920 sq. ft. A3.X "O (TO TIE LINES) 0.274 ac. ? ((\\ 5 UPLAND AREA = 11 265 sq. ft. S1RX� 0.259 ac. TE _ 655 4 WETLANDS AREA0.015 acsq. ft. L ° n /1 OSE (TO TIE LINES 'S 4 EDGE OF PAVER—i` 5P�1j e�2 O �1�E / APRON /STONE DRIVEWAY. 15•" I/ e: GONG. 5 14� / EST H01 / ° WALL 'd -� J22x � E D TIE LINE .�' 13— FOUND 0 CONC. N. / N 7 —, �• � \/ MAR - 7 2017 W / 30'26 � / LOT 237 / / lo.oa ��i n 2jZ / h / / x/ � 0 o / ti o �— — ,o.eB o f �,y* �� z 1F3UILDING I?EI'T. Z � 11-- Q TOWY OF 50UTHOLD � j Q w10.1 OUB h O F X \ 18.2'_ 1i \a -LJ, J C9 26.0' 13.5 C FENCE HOUSE \ 1.5'W. = CWALL ✓ W r aG� CONCRETE o l 9__z / FOUNDATION C U \ TOP FOUNDATION EL. 11.6' 1 � t 1 x9.2 � ' J / I ONC. O CHIM. O) BASE � I X2 / HOUSE /CID ' / / * 61 Cti 9 / �� �-`�v 5 PSD�GG61 1�3 FENCE rn 1 01 2� X�Q / �� �NP�Ow � � O 1.1'W. a m JOP�J / 0 6�p N��Aw x 02 X-9-.8 X 21 L 2.6 /i / /9 / / X 6-6 /// / �lvr V10p0 1� / 0Ln x/ 6.9 K O � E�0 O A/ / / / / -\69 z 0 / / /JNE RpSs pOG� 'BoOl"�Y1 z Z FV P 1 0 / /JI -�O E OF 1hPR5N G X000 Oo Gey oEOK �.3 5 6 Yjp00 B / BULKHEAD V 0.8'E. N N PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.Ak.S:"AND APPROVED AND ADOPTED FOR SUCHT USF{,BY:THE NEW YORK STATE LAND TITL _..,ASSOCIA, 1;(ON:-_, ` 0.., NOTES: 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM j EXISTING ELEVATIONS ARE SHOWN THUS: X-�-.O ; EXISTING CONTOUR LINES ARE SHOWN THUS: F.FL. - FIRST FLOOR P G.FL. - GARAGE FLOOR ` "'"'" .r ' T.B. - TOP OF BULKHEAD ~`� '" N.Y.S. Lic. No. 50467 B.B. - BOTTOM OF BULKHEAD T.W" - TOP OF WALL B.W. - BOTTOM OF WALL UNAUTHORIZED ALTERATION OR ADDITION 2. FLOOD ZONE INFORMATION TAKEN FROM: TO THIS SURVEY IS H VIOLATION OF Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE FLOOD INSURANCE RATE MAP No. 36103CO164H EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor ZONE AE: BASE FLOOD ELEVATIONS DETERMINED THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL TO BE A VALID TRUE COPY. CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Title Surveys - Subdivisions - Site Plans - Construction Layout ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 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 g2;11 LOT 237 SUFFOLK C�.;;r .0 r7 i�ARTrtE!�!TOF HEALTH SERVICES AMENDED MAPA OF APPP,C)VAL Or-CONSTRUCTED WORKS FOR NASSAU POINT A S!NGLE FAMILY RESIDENCE OWNED BY Date � '� 1 920"1 H.S.Ref.No.R�� - �3 � 0065 NASSAU POINT CLUB PROPERTIES, Inc. FILE No. 156 FILED AUGUST 16, 1922 The se•rj3oe dispOssl and water stipply faciti ies at this Iocaton have bcl:n SI T UA TE inspected zrWor certified by thin Department or other 20encies and found to be satisfactory FOR A MAXIMUM OF BEDROOMS. NASSAU POINT � �• �tr , ,,ry TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK Office of Wastewater Manvgerrlent S.C. TAX No. 1000- 111 - 14- 17 SCALE 1 "=20' JULY 1 , 2013 SEPTEMBER 16, 2013 ADD PROPOSED HOUSE OCTOBER 15, 2013 REVISED JANUARY 6, 2017 REVISED PROPOSED HOUSE 65 P-��`G PjER FEBRUARY13, 123,22017 017 FOUNDATION SURVEY CATION Y d n a. / TOTAL AREA = 11 ,920 sq. ff. 'SIC (TO TIE LINES) 0.274 ac. �c0 R 1N SjRd e P ! ° °�\��/ UPLAND AREA = 11 ,265 1 ,265asq. ft. r�LE pUB�\C wA�R �• WETLANDS - L 1 I AREA = 655 sq. ft. e a'' d (TO TIE LINES) 0,015 ac. P a "4 EDGE OF PAVEMENT µE1 Pp1 W_1 PAVER—""' SP1\Z A e APRON , ` STONE DRIVEWAY w 1 ° Qo CONC' / FTA n; ° WALL ° 92�,T < 1 (r G M O TIE LINE FOUND _ CONC. 02 o1° F327 7 I 930•26' P3)OL HIN OLS jl z a+ �1 (n n Z� 't 1Ln SEPTIC SYSTEM TIE MEASUREMENTS � \ I HOUSE HOUSELU m" /�� lie I m£ �2 \II CORNER [K CORNER 0 SEPTIC TANK ,: ® 33.5' 12.5' �Q / �• (fl SEPTIC �� • COVER (j '0 STEPS I \ .� fig^ - ) w \ B _ ,1 LEACHING POOL N �� O WOOD A COVER 1 26' 16' N ,� STEPS �OI\ O c 0 �yy 1B.2' 26.2 2s 2' LEACHING POOL , y ao m o C 13.5,e COVER 2 37 30.5 r 0 ZVZ �p FENCE > / HOUSE LEACHING POOL , WCb 0 p 1.5'W. M' COVER 3 42 26.5 �] K r Zc /A m cn �� rn �-I N 2 STORY �-I FRAME HOUSE 4 `�• 2017 W CHI NEY 1 Si?"F., ;�'' _ �� ,•P r ra trtr.T HOUSE z 0 m WOOD WOOD C 0 V & STEPS STEPS (o1 Q ti p0 �fc.-i�' I,�V �GGO°I\'b °Wo t31 P s F e l61 FENCE N� O N��F ���PSa15 ON po^ S,�O� F� °x°19 9 OPUNDE PROPANE 2 Qom' G O. TANK CAP \o• G F-�'f.N� 02 LOT bov / S°gyp\ S 01 S E°Gov BPNK f�G 1� OSS/ G E0� 1ch1fA° ills -SE JN RS�1 GR45S °00 O G — EOG s j `A1 J' S 6 rf A POND `NppO OEGK J✓ BULKHEAD 0.8'E. N AUG - 3 2018 BUII,DItdG DE,PT. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND AP OVER-AND, ADOPTED FOR SUCH USE BY �� NE1K, C)&SM T�<D TITLE ASSOCIATIO VVrY 4b 'NAF1' NOTES: 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LINES ARE SHOWN THUS: - FIRST FLOOR 67 - GARAGE FLOOR LKHEAD - TOP OF BULKHEAD - BOTTOM OF BULKHEAD N. Lic. No. 50467 - TOP OF WALL - BOTTOM OF WALL UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF 2. FLOOD ZONE INFORMATION TAKEN FROM: SECTION 7209 OF THE NEW YORK STATE Nathan Taft Corwin III FLOOD INSURANCE RATE MAP No. 36103CO164H EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor ZONE AE: BASE FLOOD ELEVATIONS DETERMINED THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL TO BE A VALID TRUE COPY. CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT CERTIFICATIONS INDICATED HEREON SHALL RUN OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; 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. AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE, PHONE (631)727-2090 Fax (6,31)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 INSULATION SCHEDULE Insulation requirements shall comply with R402 building thermal envelope and Table N1102.1.2 Or shall comply with HERS insulation requirements in accordance with IECC 2015 �4 Continuous Ridge Vent Ice and Water Shield consisting of Location R-value Thickness V �1 ' 2-layers of underlayment cemented Ridge board Flat Clg * R-38c 10-1/4" together, or of a self-adhering Vaulted Clg (opt) R-30c 8-1/4" polymer modified bitumen sheet, Exterior 2x6 walls R-21 5-1/2" shall extend from the eave's edge air seal walls to pass 3 air changes per hour to a point at least 24 inches inside Foundation walls R-13 raped batts the EXTERIOR wall line of the Building. 2x4 CT @ 16" oc (in lieu of insulating basement ceiling) Above grade attic walls R-21 5-1/2" Ln_ All Glazing U = .30 SCGH: .30 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12 Doors-less than 50% glazing U = .40 Door-more than 50% glazing U = .30 Q LO � S co R-30C BATT TOP OF PLATE INSULATION — _ _ — Cfl r R-21 BATT En INSULATION a) ATTIC rr Q R-15 BATT oo BEDROOM #4 NON-BEARING 00 r U INSULATION WALL PARTITION PLYWOOD SHEATHING N �� �� U TO TOP OF PLATE W/ (3) 1-3/4 x 18 LVL top of Z Z BATHROOM CHS SIMPSON EACH END IE TYP. wall to support rafters I 0 Q W — _ TOP OF SUBFLOOR ( r , TOP OF PLATE NO SHEET ROCK HEIGHT I W �W/ W ST POST I IJ... w SIMPSON LPT4 AT 16 INCHES fy0L - `Q„ LVL J I�, ON CENTER I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I U „ _j Cn fan_ N ® _ _ I _ Q vz cfl BEDROOM #2 BA KITCHEN LIVING/DINING c, zo v RECREATION N Lo I W O 0 0 �- J ��ll o ROOM I~ (, O AIR SEAL ALL WALLS,FLOORS AND CEILINGS V CD- 2'-6" '-9" - ' ' 5'-0'D 3 I C� /2 Q U ENGINEERED 1 ;n N 31/2' 3� 2' FLOOR 'F.F.ELEV; 12.0 I N If ,C 3'-0" I JOISTS TOP or SUBFLOOR -' CO = CO - F.F.ELEV; 12.0 —-• - — r O TOP OF FOUNDATION I X C) U O C\1 *grade EL;10.0 <t; e'' g ade EL;110.0 _ - — -N I N N N CO , ,� M I E _.. I -- - - - - 2x10 Ridge - - - 5-0 I o o r, Cn _ 8-0 WALL HIEGHT o o FIRE PROTECTION OF FLOORS: N o _ "' 2x10 Ridge NI Q . Q j -- 1/2"GYPSUM BOARD ON ENTIRE -N UCV) D N I - - - - - - - - - - - - - - - - - - - - - - - - - �fl ,� +- U — » CEILING ABOVE BASEMENT \ C a; O U O co .O ATTACHED TO THE UNDERSIDE j UNFINISHED ( O I o I o Q, . of THE JOISTS. BASEMENT _E oa o of o.- q s o o o I BEDROOM #3 � o p o BEDROOM 04 � _c co m 0. 4) o o _ Dro TOP OF BASEM NT I N DN � I ` �- C o c 3 �1 �— ( L C „ O_ FOOTING ________ - ( �, O +, rA O rp ,_ 4concreteI fCY) TYP.BASEMENT SLAB L O sab — - - — „ „ cn _ - co . a) i3 c BOTTOM - - I 13-2 4'- L m 201-811 .� cn _� v, ' .n c a a FOOTING o I CJ1/n 2y� 1 2� � C - I _r V O -0 � 2 8'-0" WALL HIEGHT /--- --- 5/ Cr :F) M co I F- ;v s�5 0 M o s - - - - - - - - IMC14 C:) I ---------- � U o co ground water elev 1.0 o N N o I (� A I - SECT� QN - .T• __________ NN 8'-0" WALL HIEGHT NI PROVIDE FIRE BLOCKING IN FLOOD ZONE X* 1 _ / ' \ I o I ACCORDANCE WITH R302.11 SCALE: 1 /4" — V-011 OF THE IRC RESIDENTAIL CODE. 1 (n ( 1 tn __ _____ T TI LO 1 - — — - 21-6111 v) - jCn ---------- I 2,-6„ I 21 „ I l I I I ------------ {J _ — — _ _oI ---- - -- I ,-0 �0��► N Ico ' C Muj L0 ROOF JL 4" VTR 4" VTR JL I 1 1 I O Z � I ( � I I I I I I I I N � I I I coo I I I I p Q 1 I NI I I I I I n n J 2 L TW28310 J I I I I I I Z L U I I I I `- -- —— —— — — — — — _j L — — — — -j 1 1/2' 1 1/2" 1 1/2" 11 TW28310 TW28310 L - - - - - - - - - - - - - - - - - - - - - - - - - - - -Ij Z 2„ (� PROPOSED FINISHED 2 ND FL. 0 3" 2" g 0) 4'-6" 2'-51/21 2'-51/211 8'-111/2" 2'-5'/Z" 2'-5'/z" 6'-4'/2" 2'-51/2 '/2 1 2'-5 ' 4'-11" 2" F- 6- 211 211Z 39'-6" U C/) Z 3" s W is 1 1/2" 3' 1 1/2' 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/12" 2" WINDOW FALL PROTECTION NOTE: FINISHED 2ND FLOOR PLAN AUG 1 5 2018 F Q (D LID .> M = A _ DW 2�� 2� WASHER TOP OF THE WINDOW SILL SHALL SCALE: 1/4" 1'-0" 1 N BE A MINIMUM OF 24"ABOVEL1 r , 00 FINIHSED FLOOR AND FINISHED 8 13LJ�F'nrZGD T. U C) FLOOR IS GREATER THAN 72" <"-�"-' +� '`��i1 '�'D W CV '� EXISTING 1ST FL. F1,3" ABOVE THE FINISHED GRADE NAME AREA Q OTHERWISE: Q > (+7 3" 2" 2" 2" 31' WINDOW FALL PROTECTION IS Second Floor Area 1168 sq ft. �• < LO > co 4" FAI REQUIRED-IRC R312.2 3„ 3„ gtifyn�• O -T CO ' CO CO 4” T A NEW y� CONNECT O 4" C.I.H.T. i,':�� ,��ur'� I f SUFFOLK COUNTY DEPT. PLUMBING RISER DIAGRAM F .1+a ,� �r R- a 17, OF HEALTH APPROVED OF N SANITARY SYSTEM NOT TO SCALE S � - ,, - GENERAL CONSTRUCTION NOTES FASTENING SCHEDULE g All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc" shall be installed in accordance with the manufacturers latest installation details, BASED ON TABLE R602.3 (1) IRC 2015 1. All construction shall conform to the 2015 International Residential Code Framing connectors, Allowable Hole diagrams, specifications, etc. NAILING SCHEDULE with amendments by New York State. "Micro-Lam" Design Stress: E = 1.9, Fb = 2,600 psi, Fv= 285 psi Code books included but not limited but not limited to: "Parallam PSL" Design Stress: E = 2.0, FID = 2,900 psi, Fv= 290 psi TABLE R302.6 2015 International - Residential Code; Building Code; NYS 2016 uniform code supplement "Anthony Power Beams Design Stress; E = 2.1, FID = 3000 psi, Fv = 300 psi L.L. MIN. UNIFORMLY DISTRIBUTED NUMBER AND TYP DWELLING - GARAGE SEPARATION DESCRIPTION SPACING AND Energy Conservation Construction Code; NYS 2016 suplement to the New York State Energy LIVE OF FASTENER LOCATION conservation construction code ( revised August 2016)Plumbing code; Fire code; 10. BASEMENTS, each sleeping rooms in basement SEPARATION MATERIAL USE LOAD Mechanical code; Fuel gas code; Existing building code; Property maintenance code and every sleeping room shall have at least one ROOF FRAMING ALL CODES shall supercede the drawings and shall be incorporated into the openable emergency escape as follows: FROM THE RESIDENCE AND ATTICS NOT LESS THAN 112"-INCH GYPSUM OR Uninhabitable attics without storage 10 EQUIVALENT TO THE GARAGE SIDE 4-8d BOX (2-1/2")OR drawings WHETHER they are indicated on the Plans or NOT. Sill height of not more than 44 inches above the floor. NOT LESS THAN 5/8"-INCH TYPE X GYPSUM Uninhabitable attics with limited storage 20 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL A. Minimum net clear opening of 5.7 square feet. FROM HABITABLE ROOMS ABOVE THE GARAGE BOARD 2. Additional reference standards utilized: Except grade floor openings shall have a minimum net clear Habitable attics&attics served with fixed stair 30 2 CEILING JOISTS TO TOP PLATE 3-8d BOX OMMON2 )OR STRUCTURE(S)SUPPORTING FLOORICEILING ASSEMBLIES EACH JOIST,TOE NAIL AMERICAN FOREST & PAPER ASSOCIATION; Wood Frame Construction Manual for opening of 5 square feet. USED FOR SEPARATION REQUIRED BY IRC-R302.6 N07 LESS THAN 1/2"-INCH GYPSUM BOARD Balconies(exterior)and decks 40 3 RAFTER,LAPS OVER PARTITION TO PARALLEL TABLE R802.5.1(9) EACH LAP one and two family dwellings 140 MPH 2015 Edition. Prescriptive and engineered methods. B. Minimum net clear opening height shall be 24 inches. C. Minimum net clear opening width shall be 20". Fire escapes CEILING JOISTS ATTACHED To PARALLEL p g GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD p 40 4 RAFTER HEEL JOINT) TABLE R802.5.1(9) EACH LAP 3. Written Dimensions take precedence over scaled dimensions D. emergency escape and rescue openings shall be operational DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF Guards and Handrails 200 COLLAR TIES 4-10d BOX (3") OR from the inside of the room without use of keys or tools. I EXTERIOR WALLS THAT ARE WITHIN THIS AREA 5 OR 1-1/4"X 20 ga RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER 4. The contractor prior to the start of construction shall verify all Guard in-fill components 50 Q LO dimensions, existingor new and be responsible for field fit. EXCEPTION: Grade floor or BELOW grade floor openings shall have OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD SHALL COMPLY 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE MAILS ON ONE SIDE AND p passenger vehicle garages 50 4-10d BOX 1 TOE MAILS ON OPPOSITE SIDE � (o a net clear opening of not less than 5 sqaure feet. WITH TABLE R702.3.5 THE WALL SEPARATION SHALL NOT APPLY TO,GARAGE WALLS THAT ARE OF EACH RAFTER OR TRUSS 5. The mechanical systems, electrical systems, plumbing systems and solar energy systems, PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL Rooms other than sleeping rooms 40 shall be installed in accordance under latest State approved Building Codes. 11. STAIR HANDRAIL: Provide Handrail on at least one side of eachSleeping rooms 30 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP TOE NAIL 4-16d OR O �/ All systems are to be designed, installed, & specified by the general contractors; HVAC, continuous run of treads or flight with FOUR OR MORE RISERS. 3-10d COMMON 0100 r- electrical or plumbing sub-contractors. Handrail Height measured above stair tread nosing, shall not be less than Stairs 40 3-16d BOX OR Electrical certificates are to be provided the electrical contractor. 34 inches and not more than 38inches. All Handrails shall be continuous 2-16d COMMON END NAIL the full length of the stair from a point directly above the top riser of a flight WALL FRAMING < 6. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity to a point directly above the lowest riser of the flight. Handrails adjacent to CO of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall a wall shall have a space of not be less than 1-1/2 inches between the wall TABLE R301.2.1.2 NYS IRC Windborne Debris protection (3. COMMON O ' be the responsibility of the general contractor to verify the depth of all existing footings and the handrail. see IRC code for exceptions. Refer to Fastening Schedule for wood structural panels ALLOWABLE DEFELECTION OF ALLOWABLE $ STUD TO STUD(NOT AT BRACED WALL PANELS) 3.5"x 0.162" 16"O.C. FACE NAIL W ' ` IRC Code for grip sizes specifications. STUD TO STUD AND ABUTTING STUDS AT 16d BOX U disturbed by construction. g p p ifications. STRUCTURAL MEMBERS DEFLECTION 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") 16"O.C. FACE NAIL Fastener Panel Span Panel Span Panel Span no finished ceilin attached 16d COMMON z z Where the building official determines that in-place soils with an allowable bearing capacity 12. GUARDS: Porches, balconies or raised floor surfaces located more than 30 inches Type Less than or less than or less than or Rafters having slg att greater than 3/12 with 10 BUILT-UP HEADERached to rafters L/180 (3-1/2"x 0.162") 16"O.C. FACE NAIL ALONG EDGES UJ of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall above the floor or grade below shall have a railing not less than 36 inches equal to 4 feet equal t:o 6 feet equal to 8 feet 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.113") TOE NAIL O W be determined by a soils investigation. in height. Railings shall have Top rails and Balusters and Bottom rails that are Interior walls and partitions H/1E0 OR 4-8d COMMON Q r , z NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed No 8 Wood screw 16 inches 10 i 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C. FACE NAIL U) W 7. Cast-in-place concrete shall be air entrained; 5% < 7%total air content by volume and have by the riser, tread and bottom rail of the Guard rail at the open side of a stairway based anchor with inches 8 inches L/iso on center on center on center All other structural memebers DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END 1 ' ' an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, are permitted to be of such a size that a 6 inch sphere cannot pass through. 2 inch embedment L/240 SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX JOIST)MIN 24"LAP SPLICE LENGTH) W U garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 Open sides of stairs with a total rise of more than 30 inches above the floor or lenght Exterior walls with stucco finish H/360 13 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH FACE NAIL ON EACH SIDE OF END International building code and NYS amendments. grade below shall have guards not less than 34 inches in height measured 12-16d(3-1/2"x 0.135") W All Concrete shall conform to the latest ACI standards. vertically from the nosing of the treads. No 10 Wood screw Exterior walls-wind loads/brittle finishes L/240 SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) -i (n based anchor with 16 inches 12 inches 9 inches Exterior walls-wind loads/flexible finishes L/140 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL W � �f on center on center ( ) ( } z F_ O Reinforcement: Steel reinforcement shall comply with the requirements 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window 2 inch embedment on center 14 OR BLOCKING NOT AT BRACED WALL 16 BOX 3-1/2" 12"O.C. FACE NAIL of ASTM A 615, A 706 or A 996, opening is located LESS than 24 inches above the finished floor and GREATER lenght L=span length,H=span height O Minimum yield strength of reinforcing steel shall be: 40,0000 psi rade 40), than 72 inches above the finished rade or other surface below on the exterior BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL (g g 15 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL U required reinforcement shall be in accordance with IRC Table R404.1.2(3), R404.1.2(8) of the building, the window must be provided with a window opening control device O that compiles with IRC R312.2.2. Window Opening Control Devices. a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. 16 3-16d BOX (, END NAIL Location of Reinforcement: The center of vertical reinforcement in basement walls shall be WOOD HEADER SCHEDULE TOP OR BOTTOM PLATE TO STUD 2-16d COMMON < co located at the centerline of the wall determined from tables R404.1.2(2)through R404.1.2(7). 14. No backfill shall be placed against the foundation walls b. Fasteners shall be installed at opposing ends of the wood structural panel. rn r Vertical reinforcement in basement wallas determined from table R404.1.2(8) shall be located until the first floor framing is in place or brace the foundation Fasteners shall be located a minimum of 1 inch from the edge of the panel. NOMINAL LUMBER SIZE: SPANS: 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-166d 3-1BOX FACE NAIL V r U d COMMON to provide a maximum cover of 1-1/4 inches from the inside face. (2)2x6 UP TO T-0" 3-8d BOX c. Anchors shall penetrate through the exterior wall covering with an embedment length of 18 1" BRACE TO EACH STUD AND PLATE FACE NAIL 15. Double joists under parallel partitions and under whirlpool tubs. Concrete basement foundations shall have horizontal reinforcement as follows: Double around openings in floor and roof framing. not less than 2 inches into the building frame. Fasteners shall be located not less than (2)2x8 3'o"To s'-o" 2 Sd COMMON N 2-1/2 inches from the edge of concret block or concrete. E.`s Based on R404.1.2(1) - (includes basement entrances and window wells) w 0 (2)2X10 6'-0' TO 8'-0" o a `` N < 8' Wall Height: One#4 bar within 12 inches of the top of wall and 16. Metal flashing shall be installed were concrete abuts wood, „0 0),- d. ` Where screws are attached to mason or mason /stucco the shall be attached �, 6 m` 2 ° One#4 bar near mid-height of wall. and were decks abut house framing. masonry masonry/stucco, g (2)2X12 8'-0"TO 10'-0" Y.S s E L �°, o`o w > 8_Wall Height: One#4 bar within 12 inches of the top of wall and using vibration-resistant anchors having a minimulm ultimate withdrawal capacity of One#4 bar near the third points in the wall story. 17. Install joist hangers at all flush structural load bearing conditions. 1,500 pounds. a t0 m 8 , a f0` > POSTS SHALL BE 4X4(NOMINAL) S c Z a o U m m FLOOR FRAMING ° 0 rm 2- U o•°t `o 8. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All 18. All habitable rooms shall be provided with aggregate glazing area `NOTE:ALL SIZES CALLED OUT ON ANY OF .E i =$.� o `o to o o 0 Framing lumber shall be DOUG-Fir#2 or better, E=1.6 X 10 6 of not less 8 percent of the floor area of that room, and the minimum Exterior glazing in buildings located in Wood-Bonne debris regions shall THE FOLLOWING DRAWINGS WILL O U� p SUPERCEDE THIS SCHEDULE. 21 4-8d BOX a °Y m°' a�'i ,'0 9 be protected from wind borne debris. JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL m.N 2 8 'm� �a o, ° Min. FID for dimensional lumber= 850 psi openable area to the outdoors shall be 4 percent of the floor area being Glazed opening protection shall meet the Large Missle test ASTM E 1996 3 8d COMMON a)L ° 3 a to._ ° 3 vPntilated. Refer to IRC Residential Code section R303 i "= o o c °L r and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 NOTE: USE(3)2x HEADERS AT ALL 2x6 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON o o � o c a.-8 m L °" 8a. ALL EXTERIOR LUMBER Shall be ACID requiring the following: EXTERIOR WALLS 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL 2 o, - w N q 9 9 Garage door glazed opening protection for wind borne debris shall meet -_ = r. o'E a. All Fasteners shall be Hot Dipped 19. All window and door headers to be 2-2x10 unless noted otherwise. t a ° 2 3 pp Galvanized -ASTM A 153 class D m r ;, ° ANSI/DASMA 115. Areas within hurricane prone regions: BLOCKING To JOIST 2-10d BOX t r o TT t o c o 2 or stainless steel. 23 EACH END w.o 2 20. Vent dryers to exterior as per IRC Section M1502 (1). within 1 mile of the coastal high water line were the ultimate design 2-ad COMMON � `�� t = � °�� o a b. Use Copper flashing Only against ACQ Lumber Sill Plates Y P L " N" pp g Y g wind speed is 130 miles per hour or greater. B E - E B r �-0 = r- c. All Structural connectors i.e. Sim son strong-Tie Tie or USP, etc 9 P 4-16d BOX ro z a N M , _ ° p g_ Vant range hoods as per IRC Section M1503 2 . In areas where the ultimate wind design speed is 140 MPH or greater. IRC TABLE R802.5.1(9) 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL )1E �, L) °L Cathrooms/mechanical ventilation as per IRC Section M1507 ( ) 9 p g RAFTER/CEILING JOIST HEEL CONNECTION 3-16d COMMON 8 N M c 1 � E 8. o a shall be Hot-Dipped Galvanized or Stainless Steel. P A. EXCEPTION: 25 2" PLANKS PLANK&BEAM FLOOR&ROOF 3-16d COMMON AT EACH BEARING,FACE NAIL 21. Smoke Alarms: Shall be listed in accordance with UL 217 installed as per RAFTER RAFTER GROUND SNOW:20 PSF ( ) the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, Wood Structural panels with a minimum of thlickness of 7/16 inch SLOPE SPACING 4-10d BOX z ENERGY NOTES and a maximum span of 8 feet shall be permlitted for opening ROOF SPAN BAND OR RIM JOIST TO JOIST 4-i 0d BOX outside of each separate sleeping area in the immediate vicinity of the bedroom 26 PER JOIST (n O _ ar,d on each story of the dwelling, protection. Panels shall be precut& predrilled to cover the glazed openings 3-16d COMMON ry g, including basement and cellars and not less than W 1. All design & construction in compliance and built accordingly to the with attachment hardware provided in the table below. 12 FT 20 FT 28 FT 36 FT (n 1- 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be 10d BOX 24"O.C. FACE NAIL TO OP&BOTTOM W O 0 C 2015 International Energy Conservation Construction Code and the Label all panels and store in a clean dry area of the house. 27 BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES interconnected and hard-wired to a commercial source. 2016 ECNYS supplement. The authority having jurisdiction shall be Attachments shall be provided in accordance with the table NUMBER OF 16D COMMON NAILS J W Cly O WHENEVER an alteration, addition, or conversion is made to an Existing Z) z z 'J 4-16d BOX permitted to determine an energy efficiency program to exceed the Residence, the smoke detection system of the ENTIRE residence must be as follows: 3: 12 16"O.C. 5 8 10 13 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL J z Q energy efficiency required by this code. brought up to code, hard-wired and interconnected. 4: 12 is"O.C. 4 s s io Q O ~ N V1 All HVAC, Plumbing & Electrical systems shall meet the IRC chapter 11 Energy 21. Carbon Monoxide Alarms: Shall comply with: IRC R315, IFC Section 915 as9 BRIDGING TO JOIST 2-1od Box EACH END, TOENAIL = W U W E efficiency, International mechanical code, international energy conservation code amended by the NYS supplement. 5: 12 1s"O.C.oC3 5 6 s U ' and the 2015 ICC and 2016 NYS Supplement. SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND W z LL All CO alarms shall be connected to the lighting_circuit with no intervening wall switch. 7: 12 16"0'C. 3 4 5 6 PARTICLE BOARD WALL SHEATHING TO FRAMING W Battery-powered alarms are not allowed. CO alarms are required within each I (!) _J.. and posted on a wall in the space where the furnace is located W 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder s: 12 16"O.C. 3 4 4 5 dwelling unit on each story containing sleeping area, within 15 feet of each and every sleeping areas. SPACING OF FASTENERS 12: 12 16"O.C. 3 3 4 4 DESCRIPTION OF NUMBER AND TYP 3. R402.1. Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING 22. WALL BRACING: Buildings shall be braced in accordance with IRC section R602.10.4.2 _ SUPPORTS GABLE END WALL FRAMING Building envelope (prescriptive) per table N1 102.1.2 insulation & Fen. by Component. THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 6d COMMON(SUBFLOOR,WALL Continuous sheathing method. End conditions for braced wall lines for the 1/2" structural I plywood BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS ) A p� 30 3/8 - 1/2 8d COMMON ROOF 6" 12" 6" continuous sheathing shall conform to Figure R602.10.7. Braced wall panel connections LOCATED HIGHER IN THE ATTIC THE HEEL JOINT (ROOF)4. R402.2. Specific Insulation requirements: (prescriptive) shall meet the requirements of shall comply with nailing schedule and Figures R602.10.8(1) & R603.10.8(2) ! Panel, Attached �D CONNECTION SHALL BE INCREASED AS FOLLOWS: sections N1102.2.1 through N1102.2.13 Frame in accordance 31 19/32" - 1" 8d COMMON 6" 12" 6" 23. A continuous load path shall be provided to transmit the applicable uplift forces in with Table R301.2.1.2 5. Installation -the components of the building thermal envelope shall be installed in H c / H r HEEL JOINT AJDUSTMENT FACTOR r LU accordance with the criteria listed in table 402.4.1.2 or required by code official, section R80211.1 from the roof assembly to the foundation. International ReSlldential EXTERIOR WALL WOOD STRUCTURAL PANELS o O or an approved third party using manual "J", "S" &"D". code of NYS 1 / 3 1.5 TO RESIST WIND PRESSURES N Z 24. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of asphalt shingles 1 /4 1.33 cl U) shall be tested in accordance with ASTM D 7158 and classified as per Table R905.2.4.1 NAIL SPACING } 6 Q 6. R402.4. Air Leakage: ( Mandatory)Air leakage in accordance with secitons N1102.4.1 WOOD WALL of the IRC Residential Code. 1 / 5 1.25 MINIMUM NAIL MIN WOOD � i through N1102.4.5 �\ 1 / 6 1.20 NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD Q U) LLI Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or WINDOW UNIT THICKNESS SPACING EDGES FIELD --I Air leakage shall be tested and verified b an approved HERS rater as Navin an air leakage corper roofing nails, minimum 12 gage shank with a minimum 3/8" inch diameter head. PANEL SPAN RATING Z > Q g Y pp 9 g rate not to exceed three air changes per hour. A written report of the test results shall be signed The fasteners shall penetrate through the roof sheathing and comply with ASTM F 1667. LU Minimum number of fasteners as per manufacturer but not less than 4 per strip. 8d COMMON NAIL 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" U) by the party conducting the test. Refer too N1102.4.1.2 for testing requirements. (2.5"x 0131") 25. SWIMMING POOLS. Shall conform to IRC 2015 Section R326 and as amended DECK LEDGER TO BAND JOIST CONNECTION IRC TABLE R507.2 F7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside combustion air. bythe NYS Building Standards and code 2016 UNIFORM CODE SUPPLEMENT JOIST SPAN INTERIOR GYPSUM WALL BOARD factory built fireplaces shall be listed and labeled according to UL 127. dCONNECTION eed March 2016. PLYWOOD STORM PANEL DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' AS'l"TO 14' 14'1"TO 16' 6'1"TO 18' GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS r h 8. R403; Systems: (Mandatory)at least one pregrammable thermostat shall be provided for 26. SCLAR READY DWELLINGS: Shall conform to IRC 2015 Appendix U, International SHUTTER DETAIL APPLICATION ORIENTATION TO MEMBERS OF NAll�s,, each separate heating and cooling system. per N1103.1.1 pp 1/2" DIA. LAG SCREW 30" 23" is" 15" 13" 11" 10" THICKNESS T OOD FRAMING p g g y Fire Code and as amended by the NYS 2016 uniform code supplement. Provide, but Refer to General Notes for Panel & 1/2" MAX. SHEATHING FRAMING SPACING NAILS SCREWS not limited to: Solar ready roof zone area of not less than 300 sq. ft. Access and pathways, fastener requirements. CEILING EITHER DIRECTION 16"O.C. " " 5d COOLER NAILS ~ 9. R403.3: Ducts-Supply and return ducts attics shall be insulated to a minimum of R-8 �� q 1/2" DIA.THRU BOLT 1/2�� 7 12 @ 3" or greater in diameter, and R-6 @ ducts less than 3" in diameter. Diagrammatic ro,f access points, ground access areas. panels shall not be located less than 18 from a valley & 1/2" MAX. SHEATHING 36" 36" 34" 29" 24" 21" 19" WALL EITHER DIRECTION 16"O.C. 8" 16" Duct locations drawings shall be provided by an approved third party 27, EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section R507 5/$„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS V1 using the Manual "J", Manual S & D submitted at CO. LEDGERS SHALL BE FLASHED WALL EITHER DIRECTION 16"O.C. 28. NEW Construction /Additions &Alterations: LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) 8 16 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall be sealed by an It shall be the responsibility of the General contractor or his subcontractors to submit TYPE"x" AT �"•Ij a 1-7/8' LONG 6d COATED NAILS OR II�� n " " " " " p y 1, GARAGE CEILING n n EQUIVALANT DRYWALL SCREWS. approved third party (HERS Rater) using the Manual J Manual, S & D submitted at CO. 5/8 PERPENDICULAR 1s' O.C. 6 6 in,detail the design, calculations, drawings, written statements of the mechanical, BENEATH SCREWS SHALL COMPLY WITH HABITABLE ROCMS IRC SECTION R702.3.5.1 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine air leakage by air conditioning, ventilation. heating systems ( new, existing or upgraded) U Z o an approved third party (HERS Rater) using the manual "J" Manual ,"S" &"D" submitted at CO. stamped by a professional engineer if required by the Owner or Building Dept. A. ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANELS ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6.O.C.. N CZ 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES W c� WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMING OF FOUNDATION MATERIALS SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TOr 'b O 10. R403.4 (Mandatory) Mechanical system piping insulation carrying fluids > 105 F degrees GABLE END WALL FRAMING U b�A 00 o or< 55F degrees shall be insulated with R-3 Minimum. CLASS OF MATERIAL LOAD-BEARING PRESSURE ® �/ N (pounds per square foot) W ,... 11. R403.5.1 Heated Water Circ &temp maintainance ( Mandatory) as per section N1103.5.1.1 Crystalline bedrock 12,000 / o 13 and N1103.5.1.2. Sedimentary and foliated rock 4,000 / Sandy gravel and/or gravel (GW and GP) 3,000 O 12. R403.6; Mechanical ventilation (Mandatory) Shall meet the requirements of the M1507 of the Sand, silty sand, clayey sand, silty gravel and clayey gravel CLIMATIC AND GEOGRAPHIC DESIGN CRITERIAIED A �,� U IRC code as provided by and approved)third party or approved HERS Rater. (SW, SP, SM, SC, GM and GC) 2,000 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt WIND DESIGN SUBJECT TO DAMAGE FROM 13. R403.7:R403.7 Equipment sizing (Mandatory) Heating and coiling quipment shall be sized (CL, ML, MH and CH) 1,500b GROUND WIND SIESMIC WINTER ICE SHIELD FLOOD AIR MEAN SNOW SPECIAL according to the ACCA manual S based on building loads calculated in accordance with SPEED TOPOGRAPHIC BORNE DESIGN FROST DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL LOAD WIND WEATHERING LINE TERMITE ;' 'i manual J. Sizing and efficiency ratings shall be provided by an a. When soil tests are required by Section R401.4, (MPH) EFFECTS REGION DEBRIS CA�TAGORY TEMP REQUIRED INDEX TEMP ZONE DEPTH �� a approved third party (HERS Rater) using manual "J", Manual S�� & D,� the allowable bearing capacities of the soil shall be part of the recommendations. a 20 LBS <140 NO NO YES B SEVERE 3'-0" TO HEAVYMODERATE 15 YES YES 1500 or less 52.2 A'Qj. 010010 14. R404.1 (Mandatory) Lighting -A minimum of 75% of permanently installed fixtures must b. Where in-place soils with an allowable bearing capacity of less than 1,500 psf ``. F have high-efficacy lamps, Fuel as lighting systems shall not have continuos) burning pilots. are like) to be resent at the site, the allowable bearing capacity shall be M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER OF� � 9 Y p 9 9 9 Y Y 9p Y P 9 p Y determined by a soils investigation. Simpson H2A Stud To Rafter Connector TiERIOR WALL BLOCKING KING AT CONSTRUCTION.REMOVE ALL UNSUPPORTED Simpson A23 Angle SIDING AT LEDGER PLYWOOD EDGES f (AT WALL BRACING eeach side of Header PRIOR TO INSTALLATION LOCATIONS) w/4-16D nails each end N COMPOSITE RAILING ALL THRESHOLD CAREFULLY I I / 1/2"RATED SYSTEM.VINYL RAILING Typical Metal Stra In FLASHED&CAULKED TO I I AND COLUMN COVERTOP AND BOTTOM IAND PLYWOOD Yp pP WINDOW HDR PREVENT SHEATHING at Openings Z WATER INTRUSION COMPOSITE OR i COLUMN CAP. MEET RCNYS FOR CODE @BRACED WALL TOP OF PLATE MIN RIM JOIST; PRESSURE TREATED I I PANELS SHALL BE — - - — Horizontally attached N N 1-1/2"LUMBER WOOD DECK 6X 6 TREATED POSTS FULL HIEGHT WITH NO 8d NAILS @ 6" 8d NAILS @ 12" LAG BOLTED TO JOIST VERTICAL OR HORIZ, plywood sheathing OR 1-3/4'LVL AS PER MANUFACTURES OFFSETS O.C. EDGES IN PLYWOOD IN FIELD IN PLYWOOD shall have Solid Blocking Simpson A23 Angle CONTINUOUS FLASHING EXTENDED I SPECIFICATIONS. PAST JOIST HANGER 2 X JOIST'S 1/2"DIA.GALV BOLTS W/ all Plywood Joints each side of window sill : .0 LOCK WASHERS. SEE NAILING SCHE Q L Yw GALV.DECK HANGER 2x RIM JOIST 1 Simpson A23 Angle ib ATTACHED PER CODE 2 'PLYWOOD SHEATHING EXTERIOR (� `�' SIMPSON H2.5 AT 1„ each side of window sill2X P.T.LEDGER;ONE SIZE GREATER WALL BRACING SHEATHING DETAIL FACE; 2 GYPSUM BOARD INTERIOR Q Minimum number of Jack • a THAN JOIST AND NO GREATER EACH JOIST Studs as per WFCM table 3.22F. :< THAN THE DEPTH OF BAND JOIST NOT TO SCALE r w 2x4 STUDS 16"o.c. p ATTACH TO BAND JOIST WITH ° POSTSIMPGI BC SOLID BLOCKING = POST GIRDER � Full Height stud requirements for 1/2"DIA. LAG SCREWS AT 16"OC CONNECTOR 48" TOP OF PANEL NAILING @ PLYWOOD JOINTS ¢ TRIPLE STUD headers and window sills as per tip of lag screw shall fully extend beyond MAXIMUM OVERHANG ___ 8d COMMON NAILS 8D NAILS 3"OC ALONG M< ___„_ '—' W WFCM table 3.23.0 and 3.23.D the inside face of the band joist. SHALL BE JOIST SPAN/4 i STAGGERED @ 3”O.C.PANEL JOINTS Q Q " SHALL LAP OVER TOP PLATE. v ' t ' FASTENERS SHALL BE 1/2"APART a W " WITH A MIN. EDGE DISTANCE OF 1/2". U V Holdowns in accordance with LEDGER BOARD ATTACHMENT TO BAND JOIST DECK ANID RAILING DETAIL STRUCTURAL WFCM manual. Provide at all I _ " Z Z li NTS NTS " PANEL WIDTH 8d COMMON NAILS Building corners, between garage I..IJ Q I " SIMPSON HOLDOWN HDUS i:v , „ , 6"O.C.ON EDGE AND 12" O.C. door openings andas per ; IN FIELD Q U z " ALL HORIZONTAL PANEL JOINTS SHALL TOP OF FOUNDATION foundation plan. i. OCCUR OVER AND BE NAILED TO COMMON Nailing as per schedule. RIM JOIST SIMPSON ABU ° FRAMING OR BLOCKING WITH WITH PANEL t ^ AND ANCHOR EDGE-NAILING SCHEDULE IN ACCORDANCE W CL LL WITH THE IRC SECTION R602.10.10 i TYP FOUNDATION/SILL CONST. n/ Sill Strapping See details on--' - BOLT LLLij „ J Q �� � �� ;; , TBOTTOM OF PANEL NAILING TYPICAL WALL TO `r•' BRACED WALL LENGTH "f W this page. SIDECOVER '' ° 2"MINIMUM d COMMON NAILS FOUNDATION STRAPPING ---------_'- STAGGERED @ 3"O.C.PANEL SEE DETAILS THIS PAGE BRACED WALL PANEL Z �_ Q SHALL LAP OVER TOP PLATE. FASTENERS SHALL BE 1/2"APART PER IRC FIGURE 602.10.7 Q J DECK POST TO CONC. PIER CONNECTOR WITH A MIN.EDGE DISTANCE OF 1/2". CONTINUOUS SHEATHING METHOD NTS R602.10.4.2. U 0 SIMPSON ABU Installed in accordance C'7 TYPICAL ELEVATION with Simpson Specificatiions STRUCTURAL PANEL ATTACHMENT TO STUDS — r WALL TO HEADER STRAPPING REFER TO:WFCM 2015 ADDITION FIGURE 3.2f-3.2i TYPICAL WALL BRACING DETAIL r NO SCALE NO SCALE 1 2 3 C0 C (n m _ F C: caa� O U :3 O Q OW .-; C00c6 E C C 0 O c` Q = 'O 1-1/4" gals. x 20 gage 0 o•- C O . cn +� rn a7 coil strap with (5) 8d C common nails L O `� � c0 in each end at each rafter. CUT 2x6 MCA SILL F_ Imo a a mn SIMPSON H2A LENGTH (GROUND CONTACT) W o o ca c cn ,_ c (n .� � v`, - mac mc� � — cEoco @ EACH RAFTER W/ 12" Min ° SIMPSON ABU66 BRACKET a W = = c O -O L � „ FOR PT POST tr F- Q— V M O 07 (5) 8d x 1-1/2" NAILS IN RAFTER 6"1 TREATED TYP CONC.FND.WALL -i� O 2 ;I (2) 8d x 1-1/2" NAILS IN PLATE POST 2-1/2"GALVINIZED �U Z / (5) 8d x 1-1/2" NAILS IN STUD CARRIAGE BOLTS W0 F- GRADE CONSTRUCTION U ANCHOR BOLT O ° REFER TO MANUFACTURERS CLEAR 1/2"x12"LONG STEEL SEE DETAIL ABOVE © Q W " (n Ir a SPECIFICATIONS. S Z -#4 REBAR(OPTIONAL) ALTERNATE 1-1/4" GALV X 20 GAGE Use 1-1/4" Metal LOCATION 12"CONCRETE PIER 36"DEEP TYP•ANCHOR BOLT Q RAFTER TO RIDGE STRAP METAL COIL STRAP WITH Coil Strap 20 Gage OF HOEDOWN 12" Min 5 Sd common nails " " " (5) 8d COMMON NAILS BOTH FOOTING-24 x 24 x 12( ) in EACH END at 0 ® CORNER STUD �— W WFCM 3.2.5.1 Exception: SIDES. � CONNECTED TO �.—. Ridge straps ae not required 'JEACH Stud. TRANSFER SHEAR when collar ties of nominal 2x4 lurniber 8d @ 6" oc Along Q located in the upper third of the attic@ 6 lspace Braced Wall Panel P.T. POST TO CONC. PIER & FOOTING " COMMON NAILS @ 6"oc VERTICAL and attached to each pair of rafters. RAFTER-TO-STUD CONNECTOR & FIGURE R602.10.8(1) CONNECTION (a. COVERED PORCH NTS 2X STUDS(g 16"O.C. Nail each end of Collar ties in JACK STUDS TO HEADER TIE SIMPSON ABU Installed in accordance i 12"MAX BLOCKING @ 24"O.C. accordance with the Nailing schedule. N.T.S. WALL TO WALL STRAP with Simpson Specifications BRACED WALL PANEL NTS PER IRC FIGURE 602.10.7 TYPICAL HOLDOWN SEE FOUNDATION PLAN CONTINUOUS SHEATHING METHOD FOR MODEL NO. R602.10.4.2. ti W r � O O N Z M 4 5 6 7 8 CORNER BRACING AND HOLDOWNS �. U)Q C) NTS Q W U) � J n T_ U 3-Corner study---- -,, �''3-2X 9 G-185 connected 1-1/4" x 20 gage conne 3-Corner studs 9 ted to � , connected to � Framing members Hot Dipped Galvanized Strap transfer shearTYP. HDU5 transfer shear mp Z with (5)-8d x 2-1/2" load ® load 6" 1-1/4" x 20 gage G-185 common nails at each stud, ® HOLDOWN TYP. HDU5 0 Hot Dipped Galvanized Strap wry under sill ® 2-16d Nails 0 Holdown p 2-16d INails 40 0 with (5)-8d x 2-1/2" Were the distance is N ( ) and nail to back of each sill. „ „ ,� ® @ 6 o.c. c common nails at each stud, Nail to back between 9-1/4 to 15-1/4 @ 6 O.C. ® 3: of each stud Strap may be attached OVER provide blocking @ 0) wrap under sill the plywood OR directly to braced wall panels ® , W and nail to back of each sill. XStuds. Preservative-treated UJ n I n n' Strap may be attached OVER � �-, - � barrier required for V U) z the plywood OR directly to _ " ° =III-III- connectors in contact W with treated wood Simpson 5/8" threaded rod W L r- Studs. =iii-III °� cv '� v SIMPSON 1-12A coupler-nut and SSTB �— < 0) LO Solid blockingbetween at each Rafter. With co anchor bolt thru-box andC i2 rafters attached to top (5) 8d x 1-1/2" nails in Rafter _ C7 plate with 8d nails @ 6" o.c. (2) 8d x 1-1/2" nails in plate Inbed into concrete LIJ -0 0)00 FOUNDATION-SILL-STUD co " foundation and framing. - o along lenght of braced wall (5) 8d x 1-1/2" nails in Stud g Preservative-treated - N Wrap strap under panel. STRAPPING barrier required for Q Applies to Garage Wall and sill and Nail to o M �-iii=iu ° - pp g _11a�1: a back of Sill connectors in contact Slab on Grade Construction < , � 5!8 Simpson � � � � BLOCKING BETWEEN RAFTERS @ BRACED WALL PANELS SS"i with treated wood ®/ U IRC 602.10.8.2 (1) NTS Anchor Bolt • �;0AE®AO q NOTE;ALL STRAPPING SHALL !'a.. BEAR MIN.12"ON STUD OR TYPCIAL SIMPSON HDU5 HOEDOWN `�� �� � RAFTER FACE TYPICAL FOUNDATION-SILL-STUD STRAPPING IN CONTACT WITH CONCRETE OR MASONRY STRAPPING ON CONCRETE NTS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION � OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. TYPICAL EXTERIOR WALLS Holdowns are required at each end of a perforated ► �� �'�i e shear wall. When full height shearwall segments meet at a corner. A single holdown shall be permitted to be SIMPSON HDU5 CORNER HOLDOWN � - .�� 019Qia yo4 12 used to resist overturning forces in both directions BOX FRAMING NTS �NE`� »^ 9 10 11 when the walls are fastened as-per detail this page. 13 24"Max MIN. 1/2" WOOD STRUCTURAL PANEL FASTEN SHEATHING TO WIITH 8d NAILS AT 3" HEADER WITH 8d COMMON DOUBLE 2 X 4'S O.IC. 2 ROWS ON EACH OR GALVANIZED BOX NAILS OR 4X POSTS SIDE OF VERTICAL LEG outside Elevation IN 3" GRID PATTERN AS SHOWN OF PORTAL FRAME Extent of header(two braced wall segments) Side Elevation • tension strap on Extent of header(one braced wall segment) opposite side of • 1/2" WOOD STRUCTURAL sheathing fasten king stud to header with • PANEL WITH 8d NAILS @ 3" O.C. 6-16d sinker nails • (2) ROWS ON EACH SIDE OF ° ° ° ° • VERTICAL SEGMENT ON ° ° 0 ° ° Min.3"x 11-1/4"net header Header 0 ° ° ° ° THE PORTAL FRAME HOLDOWN ° ° ° ° shall occur at top of wall 0 0 ° 0 ° ° ° ° ° 0 O ° i 0 0 0 0 0 _- °o o_ o 0 0-=a-o° (2 2 X STUDS Header shall be - ) ° I Top plate continuity is fasten to late to header with See plan for 0 i fastened to the required per R602.3.2 ° two rows of 16d sinker nails 3"o.c. size OR use TREATED SILL PLATE ° 61n16d sinkestud r nails ° @ (SHEATHING- ; Braced wall line solid post FRONT SIDE) 20 GA STRAP continuously sheated W/7 8d NAILS PLATE WASHER Fasten sheathing to header with 8d common nails in 3 in.grid with 1/2"wood structural 0 Q LO° i pattern as shown and 3 in.o.c.in all framing(studs and sills) panels ° M IN Minimum 50001b header-to-jack-stud C H END a X 0 °I strap on bth side of opening opposite ANCHOR BOLT side of sheathing O r s I ° Minimum 50001b header-to-jack-stud strap ° ° 0 I 0 on bth side of opening opposite side of Panel splice edges shall occur over �' I sheathing p g pp and be nailed to common blocking ° 0 ° within the middle 24"of the portal- 0 0 0 ° -leg height. One row of 3"o.c.nailing 0 0 00 i° is required in each panel edge. ° ° L 0 0 0 0 0 0 0 Min.Double 2x4 framing covered with minimum ° 0 0 0 ° Q I1/ ---_ o ° o ° ° L.L 112"thick wood strucral panel sheathing - — O ° with 8d common nails @ 3"o.c.in all framing ° 0 00 W DETAIL I L C 0 (studs,blocking,and sills)typical 0 0 DETAIL A DETAIL B ° ° ° ° 1/2"min.thickness wood structural U ° 2'to 18'(finished width) panel sheathing Min Double 2x4 King & Z BACK SIDE 0 0 Jack stud ° ° w O 0 0 Braced wall segment ° ° W 0 0 as per R603.10.3.4 0 C,,,) Z STANDARD ENGINEERED JOIST DETAILS ° ° Ww 0 o Min.(2)2x4 typ. o o ^ wD_ L REFER TO MANUFACTURERES DETAILS FOR SPECIFIC NYS ° ° (2)Holdowns No.of jack studs per Table R502.5(1&2) (2)Holdowns 's 0 w Z) DETAILS IF DIFFFERENT THEN SHOWN °- ---- — — i 11 w � Ur I z F— O L) c-) METHOD CS - PF - INTERMITTENT PORTAL FRAME AT (SARAGE DOOR OPENINGS Z) Structural exterior c— U Flashing ,QI sheathing nail sole plate Attach Sheathing to °° °° nail sole plate FACE MOUNT JOIST HAINGER DETAIL °° 0 0 0° oldowns to joist per Band or Rim joist with to joist per /Blocking per plan nailing sched. 8D common nials °° °° nailing sched. O ,,/ panel Joist hangers,as shown shall each have a N.T.S. °° °° Sub Floor at 3"o.c.Top and 0° °0 E p 9 a._. ...�.. s- o' d.,.0.. __--.,, Bottom o" o'-s•-o-o'"o �- minimum download capacity in accordance with Table ° o o ° 3A.The joist hanger shall be selected)from an approved ° ° ° ° ° ° C O EC: C manufacturer's product data based on the dimensions of Rim Joist N j O O O the joist or header it is carrying.Joist(hangers shall be Rim Joist •O ` `J 0 0 0 0 0 0 0 0 0 0 0 0 ++ •+-' '�'-' U - Trus Joist or galvanized or stainless steel(see MINIMUM per Plans O in C U 0) ca c See manufacturersREQUIREMENTS). c � .o M C:)- LVL fastener schedule or Use joist hangers with inside Flanges when clearances to rn UO •O.� c c O Q rim board the edge of the beam or ledger board dictate.Do not use O — O Maintain 2" distance clip angles or brackets to support joislts. Attach Sheathing to - Q O U E p Band or Rim joist with METHOD G546f=' PORTAL FRAME AT RAISED WOOD FLOOR OPTION .- cn Ci o �, (minimum) from Table 3A: Joist Hanger Download Capacity 8D common nials W o U o 'Z� .E edge of ledger to fastener. Treated 2x Joist Size Minimum Capacity, lbs at 3"o.c.Top and .3 4-- a,= " Z o ledger 2x8 600 Bottom M :� _ g Cn END BEARING PANELS WITH BLOCKING 2x12 700 L 76 E 0 o 2x12 soo � L2 CL M 0 U NTS 1 C) J Load bearing or shear wall above (must Z ® I< stack over wall below) ( � Z 1— Trus Joist rim board or 4 Ft Perimeter v — W Zone Panel Field blocking for lateral Blocking panel Nailing-See Nailing 2"x4"CONTINUOUS support Schedule Dwg-1 LATERAL BRACE AT 6'o.c. 2x4 minimum 4" O.C. TRUSS OR CEILING JOIST LVL member squash blocks Nail spacing ' GABLE END use LVL or Rim Joist 2-1 0d NAILS ILI 1/$ 10-8d NAI Q Less than Look Out Blocks r or Equal 5d COOLER NAILS AT 10"o.c. p O 2"x4"BLOCK NAILED 0d EACH cf Web stiffeners I to 12" BRACE WITH MIBOARD S �- Q required each side 5d COOLER NAILS AT 7"o.c. JU AILS Rake OverhangLimits - (Lookout Blocks 20 GAGE 10-Sd NAILS NAILS cn NTS END WALL STUDS45 BEARING AT WALL NTS CEILING BRACE t. END WALL Cn SQUASH BLOCKING AT INTERMEDIATE BEARING WALL 2 3 NTS 4 Z NTS 0 0 N 8" diameter maximum hole for Plate nail - 16d (31/2") box ti 11-,7/8" - 16" deep blocking at 16" on-center* L� IT— panels; panels, 6 diameter maximum for Toe nail - 10d (3") box at floor and ceiling JOISTS >_ blocking panels 9-1/2" deep or 6" on-center* or TJI'S U 6'-0" length of TJI shorter than 12" long. A ENDWAL Z C( cn joist reinforcement and (Do not cut flanges.) 1" or 1-1/4" A w v j filler block. Use 4'-0" Trus Joist > co length with 9-1/2" and rim board * ENDWAL c � cY) 11-7/8" TJ I joists. _ 0 00 (� Trus Joist rim O BLOCKING at 48 on center U _ o board U Lu SECTION A - A c6 Attach reinforcement to Floor panel nail - Refer 0-1o 0! Q u7 3: M o joist web with 3 rows to Nailing Schedule on BLOCKING ,o 1�Od (3") common nails at drawing - 1 TYPICAL cin •, ®'� '�. O a� Remove tongue and groove from WFCM 2001 3.3.5&3,5,5 G 6 on-center, clinched. floor panel edges supported by 1" AT 48" O.C. 0 BLOCKING AND CONNECTIONS SHALL BE PROVIDED,AT PANEL EDGES Use 2 rows with 9-1/2" R PERPENDICULAR TO ROOF FRAMING MEMBERS AND FLOOR e-RImO to ensure quality nailing. FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE and 11-7/8„ SECTION A - A SPACED AT A MAXIMUM OF 4 FEET ON CENTER AS PER THIS DETAIL. a :� TJI joists. �d �f WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE O � THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED, U 019 10 FLOOR JOIST CANTILEVER BEARING END WALL WITH RIM BOARDo� NTS NTS 5 END WALL BLOCKING DETAIL 6 NTS Eave baffle installed adjacent to soffit and save vents. Baffle shall extend over Typ Roof Const. thin profile structural Tub the top of the attic insulation Typical as per IRC chapter 11 sheathing as draftstop Yp (R40202.3) behind tub exatlerior Typ Typ Roof Const. Typ Fascia/ 2 x CJ w/ insulation T Fascia Soffit see as per drawings Continuous Bead Soffit see 2 x CJ w/ insulation of Sealant or Const. Dwgs as per drawings Const. Dwgs p g Sealant or adhesive Sealant perimeter air seal all adhesive Adhesi Sealant or joists & plywood 39'-6" Typ. Exterior wall Typ. Exterior wall adhesive TYPICAL 16'-0" 22'-2" Or See Const. Dwgs Sealant See Const. Dwgs HDU5 1'-4" HOLDOWN DRAFTSTOP& SEALANT AT RAFTER SEALING EXTERIOR WALL OF BATHTUB RAFTER ON PLATE NTS NTS NTS • ---------------------------------------------- --- ------------------------------------------- 0 Lid AIR SEALING EXAMPLE DETAILS ® ® a ® M Q a)1 I _ , 00 --;- 8" X16' PCPIER (� TYPICAL @ O Thin profile - ` -- structural C) a, � MID SPAN �. Fireplace enclosure I 1 " 1 „ I , iD . . insulated to top sheathing CONTINUOUS BEAD 16-0/z ti 221-11/211 2-0 Q OF SEALANT00 LL (n , m of second floor Sheet Metal Firestop i i •n MAINTAIN REQUIRED SEPARATION ceiling line Seal joint with SUBFLOOR GLUED,CAULKED OR GASKETED W I ; 39'-6" T-7" 4'-101/2" 4'-10'/z' 6-3'/2' T-5'/<" 4'-101/2' 4'-101/2' 3'-5'/," T-2" 01 2-2X6 2-2X6 2-2X6 JS TYP. JS TYP. JS TYP. BTWN WINDOWS BTWN WIND WS &DRS &DRS TYPICAL TYPICAL __ __ HDU5 HDU5 7WT3015 tra10�d7Y1 d Yliatd -- TWT3015 TWT3015 TWT3015 tra�tl�dM td �� TWT3015 TWT3015 HOLDOWN HOLDOWN 7W30510 fWH6061-1 RALR---- TW30510 TW30510 TW30510 FWH6861 PAtR---- TW30510 TW30510 L!7 -- T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i �l Q LO (2)1-3/4"xi -1/4"LVL INUOUS (2)1-3/4"x11-1/4"LVL C TINUOUS Q co c c o 0 N Cl) OL0 L0 CO t O ' ' ... — O 3 :° a�h :a c7 16'0" 22'-1 _CO o a O N m O N cn . 0 0 m� u= -0 3: 5'/11 U,o z �� N O Z� N O �� tOA O /'�/ U 1.y O co MM O CO 1/2"PLYWOOD ON BOT 1/2"PLYWOOD ON BOTH 2._0.. "' � W SIDE OF WALL FROM SIDE OF WALL FROM PLATE TO PLATE PLATE TO PLATE — (n ATTIC o V $ MASTER TJI 360-14"-Floor Joists n.16"oc z z co BEDROOM Pre-Fab/Factory Built Fireplaces W C1>1 er UL LISTED GAS 10,factory-built In accordance firep ace inserts th IRC shtall O W tX PRE-FAB FIREPLACE 0 be UL listed and labeled and shall be Z (3) 1-3/4" X 18" LVL top of I GLASS DOORS& o installed in accordance with the nW wall to support rafters AS PER RESIDENTAIL 0 0 a- EARTH EXTENSION iv ., conditions of the listing. Factory-Built CODE-CHAPTER 10 fireplaces shall be tested in accordance W W with UL 127.Hearths shall be installed in n,/ W TJI 230-14"-Floor Joists a 16"oc VENT TO EXTERIOR Olf ALL 10'-0"WALLS SHALL accordance with the listing of the J post 8'-0" WALL HEIGHT I Fireplace&in accordance with IRC code LVL cont. NO SHEET ROCK BE BLOCKED AT MIDSPAN section R1003.9 Hearths&Hearth extension. W POST N N All Firepaces shall be equipped with an O POST to basem't LVL I POST (2)1-3/4"x 14"LVL FLUSH (2)1-3/4"x 14"LVL FLUSH exterior air supply. Exterior air ducts Z i LVL LVL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ shall be UL listed. Factory Built Chimneys T Cy I ABOVE shall be in accordance with IRC code chapter O J U - _ - - - _ — _ - - _ - - - - - - - - - _ - - _ - - - - - - - - - - - - - - - _ ~ _POST UNDER WALL ABOVE POST I - 18(chimneys&vents). r " n 6'-9" 8'-91/2 N LVL LVL o 16-Q 1 22'-1'/ I 5'/2 5'/z" U_ ABOVE ABOVE `D O v 5/2' r rr I SO LIVING/DINING 'Q IN 0 381-711 — r— O o T-0" vcD 5,�„ r � � U I� 51/211 O O I N x TJI 560-14"-Floor Joists kr7 16"oc IF- �� 'WALK-IN $ r ICLOSET M L Unfinished 2nd Floor I ALL 10'-0"WALLS SHALL m O , Storage Only I 3'-0" I BE BLOCKED AT MIDSPAN E :C ` o o O ' O L Lo I c13 v o C t7) "0 O I coo (J O O I fa Q I o ~ N P L C C N X CD � 1 ® N U O , Q N d N Co 13'-0" Plumbing Note: N N 2x10 Ridge Cn �� I _N 2- 1-3/4"x 14" LVL FLUSH POST POST 2-1-3/4"x 14" LVL FLUSH N 0 ALL PLUMBING SYSTEMS SHALL BE O c V O M Q — - — - — - — - - — - - 31-011 c INSTALLED IN ACCORDANCE WITH C O O - - c� O O v LVL LVL POST 2x10 Ridge NI "' N - - ' — ' — ' — ' — ' - - - - - - - - - - - - - - - - - - - - - - LVL Soy o PART VIIOFTHEIRC V O'> C o1/ O I y N w/d 2-0" c T.5 `") ,+ = N U .0 '-' O I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a MASTER N stack 1 -- -- - _ M E U) N o Electrical Note: c, L (n CL o Q, V I N 4'-0" 4'-0" 2 0" m " ALL ELECTRICAL EQUIPMENT � a O O C O O o Y 3 AND WIRING SHALL BE INSTALLED U 14 L) N ' O O U I 36 x72 4/' IN ACCORDANCE WITH PART VII I OF L O o N WS/INSUL O C Cn O c -- - % -- -- >..a THE IRC. A MINIMUM OF 75% co C N - _______ __ �- ------__ = - co o Y o PERMANENTLY INSTALLED FIXTURES N Co V C E O c0 _ r 5/ /� 5'-101/2' lz___„= N - N U o `m.N MUST HAVE HIGH-EFFICIENCY LAMPS. a U M O U 1311-011 41-011o 20-8 I 5 0 15-8 ` o a Mechanical systems /_z'_' _______ 5'/2' �� I ===3s ==== - '0101 THE MECHANICAL SYSTEMS SHALL C 5'/z" BE INSTALLED IN ACCORDANCE WITH N 8'-0" BI'I HEIGHT - co I GARAGE ----- --- _ N PART V&VI OF THE IRC. ____ tv - DWELLING GARAGE SEPARATION IpI�I - N O R302.6 MANUAL"S"BASED ON LOADS ---- O O I I p� tlil ALL MECHANICAL SIZING PER ACCA O X U IN ACCORDANCE WITH IRC TABLE ) M L _ __ U ° o °o CALCULATED PER ACCA MANUAL"J" l � I C Cn N N 8'-0" BM HEIGHT �I SEE DWG-1 FOR TABLE _____ ____ , I ' N �� o DUCT COMPLIANCE WITH MANUAL"D" OI C10 _TJI 230-14"-Floor Joists(a 16"oc =____ ____ - '(n U CD _ ---------- T T 'SI - - -- ° .4 SO fan N �I ' F-I 2 -1-3/4"x 14" LVL FLUSH '0 N I ® I ~ / ---------- ---- ----- a _ — — — — — — — — — — ---- ----- O X - N 2-2x1p ---------- / / I I a N 20 2-2X10 ( \ ------- - --- ----- a a� I c l I I I I I = y I CIO I , 6'- ' m II - - - - - -' - - _ - - - - - — _ - - - - - - - °° I I ---� N - - - - - - - - - - _ �l �u� - - 2-2x10 -- I I 2-210 2-2X1 0 I i 3'0" PROVIDE TEMPERED -- -- LINE OF ( 1 _ 1 � 1 I I I, I I I SAFETY GLASS 1 I I I -- - - I l IO ABOVE TYPICAL 1 I --- ----- II I I I DORMERS I AT SHOWER DOOR UO I tT I I ----�_ - I I !'? S I' RG 'I I I 1 I '� I -_--_I =TJI 230-14"-Floor Joikts a.16"oc„ 2 -3/4'x V LUSH I M \ O I I WALL I I o oLU Ir ---------- I I I loo I L -------------I---- • - — - — - -+- - — - — - I m I, ,I N O X 13'0" I ' I 9'-0" I 1 I Cn I I z I I I N I � LLINE OF rj Cn 5'/z' I I 5'/z" 1 o I p O ,I DORMERS } W Cz 9-2 0 61-41/211 2' ABOVE TYPICAL to Q Im I I I I of 3'-10" I kf'-Orr I r_ ,r 4-0 4-5/ I I I N I I I °o $ I I " w L - - - - - - J , -' 'I N Q W Q 5'/z' I 5�/2' I 5v2rr oo I 5/2 1 5Y2 I I 5/Z � 5�/Z S, " � I FOYER \ 0 1I N NII z " " , n n I I N I I I I I I m _ _ _ _ _ _ U X I I 0 I I TRIPLE STUD L — — — — — — J SL N r , , N L -_ TW28310 J I I I I I I (2)1-3/4"x11-7/8"LVL o BEDROOM # Z ~ �HLo OEDOWN FLOOR LV 1 TYP. HDU HOLDOWN FLOOR PLAN VIEW 'w � -- _-- --- - - - - - - 1 I i - - - - -t L - - - _ J - x c - -, v 9'-0" X 9'-0"HIGH 3 �" ~ SEE ADDITONAL DETAILS ON DWG 2-3 I TW28310 TW28310 2-2x10 �, 2-2x10 12-Zx10 N INSULATED SOLID CORE - - - ---- - -____ T STEEL DOOR,SOLID WOOD TW3052 TW3052 .1.. DOOR(MIN. 1-3/8"THICK)OR �/� r` 20-MINUTE FIRE RATED DOOR. Simpson Hold downs v/ � 21-51/211 EACH WEATHER STRIPPED Anchors all building corners 121-51/2" W/SELF CLOSING DEVICE. o and steps to grade Anchors and attachments in Uj (closed risers) accordance with manufacturer. See DWG-2&3 for details N z 4'-3'/2" 4'-11" 9'-2" 4'-11" 6'-4'/2" 4'-11" 4'-11" WINDOWS, EXTERIOR FRENCH & SLIDING DRS -------------------------- "'� W v i r- Plans indicates ANDERSEN series 400 Tilit Wash �„_ �-- <C j LO 6,-9rr or Model Numbers and shall be In accordance with IRC R609 — c CID 39'-6" To be designed & installed as per manufacturers 4'-6" 4's" L _ -0 0)00 specification for 140 ultimate design wind speed z'-1'r2' 9'3" 2'-1" 4'-11'/." 9'-5" 7'-11, 4'-7" V - .� N and IRC Table 301.2(2), 301.2(3) (j/ Z A Provide HP LOW-E4 glass; 13'-5'/2' 26'-0'/2' U = .30, SHGC = .29 o � EGRESS: shall meet R 310 39'-6" 7 WINDOW FALL PROTECTION: shall meet R312.2 WINDOW FALL PROTECTION NOTE: Substitutions made upon meeting Code. 2ND FLOOR PLAN p g 10'-0" PLATE HEIGHT ,��gED Aq�, TOP OF THE WINDOW SILL SHALL See page one, general notes for additional NAME AREA A 5 1ST FLOOR PLAN .tea ��T � kid �• BE A MINIMUM OF 24"ABOVE SCALE: 1/4" = 1'-0" code requirements. FINIHSED FLOOR AND FINISHED First Floor Area 1914 sq ft. SCALE: 1/4" = 1'-0" FLOOR IS GREATER THAN 72" O Smoke Detector OTHERWISEABOVE THE : Carbon GRADE Carbon Monoxide Detector Crtarage Area 2-T1 sq ft. NOTES, \ � WINDOW FALL PROTECTION IS CO Refer to DWG-1 General Notes1. ALL DOORS;8'-0"HIGH UNLESS NOTED REQUIRED-IRC R312.2 Deck. 35 sq ft, 2. ALL WINDOW HEADERS:2-2X10 UNLESS NOTED In Compliance with 8314, 8315, IFC 915 3. PROVIDE ONE ROW OF SOLID BLOCKING AT 01.0mo p Allowable Lot Coverage 2250 sq ft MIDSPAN OF ALL 10'-0"EXTERIOR AND INTERIOR WALLS ����OF N��yd d1 Q � 0 00 00 00 Q � L�ji W 00 0 N U U �— _ _ _ z z cV IF=7 / \ / \ ry W W1 // \♦ I/ \♦ OO O 0 1 z 00 O U o \ I < D ILI I IL--j I I IL--j Li I ILL=======JJL/ (� U Av- r �uui ON GRADE TIO I I I I I E u I I I I c o c' cn `t •L I I - - - - - .o L) .� o , a RIGHT ELEVATION I 0 � 0 0 " 0 M c REAR ELEVATION SCALE: 1 /4" = 1 '-0" � � Qa) U LL SCALE: 1 /4 = 1 '-0" N cn c p - a, O coc (ncin ._ � c a) Mco3cE0M CONT. RIDGE VENT Q. c o M o 07 CONT. RIDGE VENT 12 � 8 N 12 12 - - o o O 20 co cn TYP 11-011o a LO QCD w -- co Z > Q W -- - - `O - - - - U) z co o = 1 1 o _ o U) U-11 IL-L-11El 0LU 1 cp z F.F.Elm Q N LO 12.0 �— > ONPATIGRAD E - -- - - - - - - �O _ _ _ _ Existing U :2 c: cv o I el ev 10.0 (� � I I M Q Lo � CD u FRONT ELEVATION -��aEDAR� i 0 Bottom of y,"4,cz�rs®���'t Footing to LEFT ELEVATION SCALE: 1 /4" = 1 '-0" r be 36 below Grade Minimum SCALE: 1 /4" = 1 '-0" ALL SITE INFORMATION INCLUDING; GRADE ELEVATIONS,' FLOOD ZONE INFORMATION, SOIL AND GROUND WATER WAS s� OyR yQ. TAKEN FROM SURVEY PREPARED BY NATHAN TAFT CORWIN III, T10 ����y� \� DATED JULY 1, 2013 e --- Ice and Water Shield consisting of Continuous Ridge Vent TYPICAL ROOF CONSTRUCTION 2-layers of underlayment cemented Class A Asphalt Roof Shingles w/ together or of a self-adhering Ridge board fasteners per manufacturer's specification polymer modified bitumen sheet, and IRC 2015. shall extend from the eave's edge Ice & Water barrier as per IRC section R905.1.2 to a point at least 24 inches inside (Note: Double underlayment is required the EXTERIOR wall line of the Building. for Roof slopes between 2 on 12 and 4 on 12) 2x4 CT @ 16" cc Framing As per plans with 1/2" exterior grade span rated structural plywood Sheathing, Nail to framing in accordance Fastener 12 M Schedules & Strapping per detail sheet(s). Q 0 0')TYPICAL SOFFIT CONSTRUCTION. a 8 12" overhangs-typical CONTINUOUS - TOP OF PLATE 6" Wood fascia & 6" Wood rake boards. LVL }- Trim in aluminum or use "azek" or equal < metal drip edge, solid trim m 0 Fully Vented Vinyl Soffits r., W Unfinished 2nd Floor U U �- TYPICAL EXTERIOR WALL oo Storage Only NON-BEARING 00 Z Z 2x6 Doug-Fir Wood Studs @ 16" oc. WALL PARTITION PLYWOOD SHEATHING 3� Double to Plate and Single Sole Plate. Q Il) p 9 ENGINEERED TO TOP OF PLATE W! 1/2" exterior Grade - Span Rated FLOOR EACH END SIMPSON IE TYP _ U z Continuous Structural plywood Sheathing. JOISTS TOP OF SUBFLOOR W Fastened per Fastener schedule. - - - - tyvec House Wrap or equal. — - TOP OF PLATE Ll.l ILii Vinyl or Wood Siding as per clients selection W y -� installed per manuf specs and IRC. i LUSH LVL BLOCK BETWEEN uplift Strapping installed in accordance with TRUSSES AS PER SIMPSON LPT4 AT 16 INCHES W WFCM 2015 manual and drawings. ® ® ® ® ® ® DETAIL ON A4 lDN CENTER Z O Provide Fire Blockingin accordance with _ - OJU IRC R302.11 BEDROOM #2 BA KITCHEN LIVING/DINING -1 U F- A CONSTRUCTION - 'Q TYPICAL FLOOR CONS RUCTIO _ AIR SEAL ALL WALLS FLOORS AND r 3/4" Plywood Span Rated Subfloor, CEILINGS � (� 0 Glued and Nailed in accordance with the fastener schedule. ENGINEERED Floor joists and Bridging as per Code. FLOOR 'F.F. ELEV; 12.0 �olsTs Q)'F.F.ELEV; 12.0 111 111 1 TOP SUSFLOOR F TYPICAL FOUNDATION CONSTRUCTION TOP OF FOUNDATIONo c o �' U, -00 , 3000 psi Air Entrained cast-in-place concrete grade EL; 10.0 . . . � _. _g._.a..d..e�..EL; 10.0 wall on cast-in-place Concrete Wall Footing +p EROOF PLAN - Q. _ +� - � w 13-#5 Rebars continuous. l p SCALE: 1/8 - 1 -0 Refer to Foundation Plan for footing size & thickness. i, FIRE PROTECTION of FLOORS: m o W o °� `� c � �-Q 112"GYPSUM BOARD ON ENTIRE - U M - (B O 0 Concrete Horizontal and Vertical Reinforcement CEILING ABOVE BASEMENT \ Q. U t UNFINISHED per IRC Chapter 4. ° - Iii ATTACHED TO THE UNDERSIDE �; `- ;' 4E Cn ca. THE JOISTS. BASEMENT _E % m v, o o SOLAR READY ZONE: Exterior- Damproofing. 2x6 approved sae 'i, co o o o � U treated Sill Plate, Sill Seal And Termite Shield. o _c IN ACCORDANCE WITH IRC CODE APPENDIX U Lp ,,i co L L '- w TOP OF BASEM NT M c THE TOTAL SOLAR-READY ZONE AREA SHALL BE Anchor bolts per Foundation Plan and WFCM 2015 4" concrete slab TYP, BASEMENT SLAB I' Q i'I, FOOTING '� p NOT LESS THAN 300 SQUARE FEET NOT a a a ACCESS OR SET BACK AREAS AS REQUIRED INCLUDING Uplift St`rNai Aping per WFCM 2015 manual , a a, a a, a _ _001 _ - _ �' n 5 U m o CT THE INTERNATIONAL FIRE CODE, IRC AND THE and drawings. _ NYS UNIFORM CODE SUPPLEMENT BOTTOM ROOF AREA ORIENTATION SHALL BE BETWEEN FOOTING 110-270 DEGREES OF TRUE NORTH. INSULATION SCHEDULE o Insulation requirements shall comply with R402 - - - - — - - - building thermal envelope and Table N1102.1.2 *ground water elev 1.0 Or shall comply with HERS insulation requirements SECTION - A PROVIDE FIRE BLOCKING IN in accordance with IECC 2015 ACCORDANCE WITH R302.11 FLOOD ZONE X* SCALE: 1 /4" — 1 �-01' OF THE IRC RESIDENTAIL CODE. J Teco all oasts to Ndr. Location R-value Thickness anchor Posts to Hdr with Flat Clg * R-38c 10-1/4" Vaulted Cig (opt) R-30c 8-1/4" Simpson post anchors. Exterior 2x6 walls R-21 5-1/2" secure posts to footing air seal walls to pass 3 air changes per hour ROOF JL 4" VTR 4" VTR JL with gals post anchors. Foundation walls R-13 draped batts Refer to Details on DWG-1,2,3 (in lieu of insulating basement ceiling) Above grade attic walls R-21 5-1/2" All Glazing U = .30 SCGH: .30 p Doors-less than 50% glazing U = .40 r~ LU Door-more than 50% glazing U = .30 O 311 C6 Z greater than 75% high efficiency lighting (CFL's or LED's) co 3 air changes per hour ¢ o iii energy star appliances z - Q energy star bath fan with electronic programmable timer Q w v rY U) *If part or the entire attic will be decked over with plywood, 2 ND FL. the ceiling joists must be deep enough in order to fit the batt insulation so that it is not compressed. If not then Z Clg Jsts will have to be built up or upgraded to the next size. INSULATION AND GLAZING REQUIREMENTS BY COMPONENET INTERIOR WALL FINISH 2" 2" 21 0 (V as per Table IN11021.2. Chapter 11 of the IRC Provide 1/2" Gypsum Wall Board on ceilings 2 3: 0') CLIMATE GLAZING SKYLIGHT GLAZING CEILING 1,2,3 WOOD FRAME WALL and walls except basement walls & clgs - unless 311 Cn ZONE U-FACTOR U-FACTOR SHGC R-VALUE R-VALUE4 noted. Min 1/2 Moisture Resistant Wall Board on W t6 Ceiling and all walls in Bathrooms (humid areas) 1 1/2" 3" 1 1/2' 1 1/2" 1 1/2" 1/2" 1 1/2" 1 1/2" 211 �--- REQ'D PROPOSED REQ'D PROPOSED REQ'D PROPOSED REQ'D PROPOSED REQ'D PROPOSED }- and 5/8" cement board on walls and ceilings in wet areas. DW WASHER (n Z 20 21 Provide 5/8' Fire Rated gypsum wall Board on walls 2" Y2- U 4 .35 .30 NA .40 .30 49 38C and ceiling located as per code, manufacturers W Q j FLOOR 5 BASEMENT WALL6 SLAB 7 CRAWLSPACE requirements and drawings. 1 ST FL. 3++ > M R-VALUE R-VALUE R-VALUE&DEPTH WALL R-VALUE TCV) JREQ'D PROPOSED REQ'D PROPOSED REQ'D PROPOSED REQ'D PROPOSED 4" FAI 3 2 2,+ 211 3" r 1 C C) 19 30C 10/13 10/13 NA NA 3" 0 o (10 Cr) CO � � co 1. R402.2.1; R-38 OVER 100%OF CEILING SHALL BE DEEMED TO SATISFY THE REQUIREMENTS FOR R-49 INSULATION COT O �O 41 �D A� O WHEREVER THE FULL HEIGHT OF R-38c EXTENDS OVER THE TOP PLATE AT EAVES. ��i�° U 2. R402.2.2; CEILINGS WITHOUT ATTIC SIPACE(CATHEDRAL CEILINGS); MINIMUM R-30c SHALL BE ALLOWED BUT LIMITED TO 500 SQUARE FEET OR 20%OF THE TOTAL INSULATED CEILING AREA,WHICHEVER IS LESS 3. R402.2.3; A EAVE BAFFLE SHALL BE INISTALLED IN INSULATED VENTED ATTICS.BAFFLE SHALL EXTEND OVER CONNECT TO A NEW 4" C.II.H.T. I E R DIAGRAM TOP OF THE ATTIC INSULATION. PLUMBING R S 4. 15+3 MEANS R-15 CAVITY BATTS INSULATION PLUS R-3 EXTERIOR CONTINUOUS FOAM BOARD. SUFFOLK COUNTY DEPT. i� 5. FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TIGHT TO UNDERSIDE OF SUBFLOOR DECKING. OF HEALTH APPROVED 6. 10!13 MEANS; R-10 CONTINUOUS INTERIOR OR EXTERIOR INSULATION/R-13 MEANS INTERIOR CAVITY INSULATION, 7. R-5 SHALL BE ADDED TO HEATED SLAPS. SANITARY SYSTEM NOT TO SCALE ti PF Nc I