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Home My WebLink About44766-Z FF014'c-k—y� Town of Southold 11/3/2022 P.O.Box 1179 5 095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43556 Date: 11/3/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2150 Nassau Point Rd.,Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-10-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/26/2020 pursuant to which Building Permit No. 44766 dated 3/5/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations to existing single family dwelling as applied for. The certificate is issued to Kori Realty LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0251 3/8/2022 ELECTRICAL CERTIFICATE NO. 44766 1/8/2022 PLUMBERS CERTIFICATION DATED 7/14/2021 fra)Tiecuch th rized Mignature S�EE air TOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 44766 Date: 3/5/2020 Permission is hereby granted to: Kori Realty LLC 400 Post Ave Westbury, NY 11590 To: make additions and alterations to an existing single family dwelling as applied for per SCHD approvals. At premises located at: 2150 Nassau Point Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 104.-10-9 Pursuant to application dated 2/26/2020 and approved by the Building Inspector. To expire on 9/4/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,027.60 CO- TION T DWELLING $50.00 Total: $1,077:60 uilding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 2/20/2020 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 2150 NASSAU POINT ROAD CUTCHOGUE House No. Street Hamlet Owner or Owners of Property: KORI REALTY LLC. Suffolk County Tax Map No 1000, Section 104 Block 10 Lot 09 Subdivision NASSAU POINT Filed Map. NO. 156 Lot: P/O 180 Permit No. Date of Permit. Applicant: Eileen Wingate Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 50.00 App 7nt Signature Building(Department Application AUTHORIZATION (Where the Applicant is not the Owner) �k r✓t✓G '�.ri 'at0,1,L i� �C1� (Print property owner's name) (Mailing Address) do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. Own is Signature) (Date) 8)aez Lt (Print Owner's Name) ho�*pF SO!/r�,01 - 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 '`O • �o sean.deviinC&-town. �yl4UN1`I,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kori Realty LLC Address: 2150 Nassau Point Rd city:Cutchogue st: NY zip: 11935 Building Permit* 44766 Section: 104 Block: 10 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 68 Ceiling Fixtures 1$ Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt $ Wall Fixtures 11 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 67 Heat Detectors 1 Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 9 Transformer UC Lights $' Dryer Recpt G8S Emergency Fixtures Time Clocks Disconnect Switches 53 4'LED Exit Fixtures 11 Pump Other Equipment: Floor Heat 3, Fridge, Oven, DW, Micro, Hood, W/D Notes: New Two Story Inspector Signature: Date: January 8, 2022 S.Devlin-Cert Electrical Compliance Form O��pF SOplyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Southold,NY 11971-0959 CIOU BUILDING DEPARTMENT TOWN OF SOUTHOLDRMAY E 1 9 2022 Fn- , BUILDING �•• • �� TOWN OF SOUTH()t.i) CERTIFICATION j Date: '7 f(�/ 2 Building Permit No. �q j(0(o Owner: Kac, R ea)i V LLC, (Please print) Plumber: Arad i ifcvdl (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this NTH day of ?v , 20 7 j_ SUSAN A.RIZZO Notary Public,State of New York No.01 RI6183459 Qualified in Suffolk County Commission Expires March 17,20 6 Notary Public, `�� County pF SOGlyO� Ll "t �7 6 e2,4 S-0 __P+ # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycourm '' 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND J -1 INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ . ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: fc/ DATE J. INSPECTOR - SOF so how o� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]- ROUGH PLBG. [ ] FOUNDATION 2ND [ NSULATIOWCAULKING [ ] FRAMING /STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O MARKS: I Kakcl c DATE INSPECTORYU �O,*pf 50UTy�6 qq 7 1�t& 21 so - # # ,TOWN10F SOUTHOLD BUILDING DEPT. �`y�nu►m ' 765-1802 I N S P.E=C T I O N [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING = - [ ] FRAMING/STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE-SAFETY--INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION [ _] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE //All Zs INSPECTOR Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 condoneng i neeri ng.com June 26, 2020 RE `' �f ' E Mr. Mike Verity D Chief Building Inspector JUL ' 2 2020 Southold Town Building Department 53095 Route 25 P.O. Box 1179 BUIL'nWG DEPT. Southold, New York 11971 Re: BP#44766-2150 Nassau Point Road, Cutchogue Dear Mr. Verity: I inspected the new poured concrete foundation walls along the front of the building and the poured concrete pad footings in the garage and cellar and found them to be properly installed and in accordance with the approved-plans and the Residential Building Code. If you have any questions, please call me at 631-298-1986. Yours truly, on P.E. " r® "E ' 1 J'<eo 051684 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengineering.com December 21, 2020 - Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Re: BP#44766-2150 Nassau Point Road, Cutchogue Dear Mr. Verity: I inspected the framing strapping and found it to be installed in accordance with the plans and building code standards. If you have any questions, please call me at 631-298-1986. Yours truly, E. 051684 . SEP 2 3 2022 i BUILi71NG DEPT TOWN OF,SOUTP.n;.G _ Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengineeri ng.com December 21, 2020 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Re: BP#44766-2150 Nassau Point Road,.Cutchogue Dear Mr. Verity: I inspected the new water supply and waste plumbing.The water supply piping was filled with pressurized water and the waste pipes were filled with water at the time of inspection. Inspection found the supply and waste plumbing to be free of any leakage and properly installed.To the best of my knowledge the plumbing was installed in accordance with building code standards. If you have any questions, please call me at 631-298-1986. Yours truly, E. k 0516 * l! a. SIEP 2 'i JY i, _> Il' Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 condonengineeri ng.com January 10, 2021 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Re: BP#44766-2150 Nassau Point Road, Cutchogue Dear Mr. Verity: I inspected the insulation installed in the building.The insulation was installed in accordance with the REScheck I prepared for the building.To the best of my knowledge the insulation was installed in accordance with building code standards. If you have any questions, please call me at 631-298-1986. Yours truly, a on, P.E. (516 IISFF SEP 2 :3 2022 SULDIN3 13h�-4, •Y -at(JIN OF i F , E FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) H ------------------------------------ �� Q FOUNDATION (2ND) � L O C) �y ROUGH FRAMING& PLUMBING r r INStiLATION PER N.Y. y STATE ENERGY CODE 0 FINAL yyL it Y ADDITIONAL COMMENTS 12 ik b 2,v 0 .. o O la-115-120 , f�C Is Le4yl °z � x y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: 631 765-9502 / / Z Surve Southoldt wnny.gov PERMIT NO. J �V T/ Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form 2 6 Storm-Water Assessment Form Contact: Approved —20 w Mail to: Disapproved a/c Phone: Expiration 120 I ding Inspector V APPLICATION FOR BUILDING PERMIT Date 2/20/2020 .920 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4. sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of ap hcant or name,if a corporation) 2805 West Mill rd,Mattituck,NY 11952 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Eileen Wingate(Agent for Owner)-516-818-9754 Name of owner of premises KORI REALTY LLC. (As on the tax roll or latest deed) Ifap i t is a corporation,signature of duly authorized officer ame and title of corporate officer) B ' License No. Plumbers License No. TO BE DETERMINED Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2150 NASSAU PT.ROAD CUTCHOGUE House Number Street Hamlet County Tax Map No. 1000 Section 104- Block 10 Lot 09 Subdivision NASSAO POINT Filed Map No. 156 Lot PCO 180 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY DWELLING b. Intended use and occupancy SINGLE FAMILY DWELLING 3. Nature of work(check which applicable):New Building Addition X Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 2 CAR 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front 65' Rear 65' Depth 40' Height 23' Number of Stories 2 Dimensions of same structure with alterations or additions: Front 65' Rear 65' Depth 40' Height 30'TO TOP OF CUPOLA Number of Stories 2 8. Dimensions of entire new construction:Front SAME AS ABOVE Rear Depth Height Number of Stories 9. Size of lot:Front 104.91 Rear 116.68 Depth 505.31 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated R-40 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO X 13.Will lot be re-graded?YES_NO X Will excess fill be removed from premises?YES_NO 14.Names of Owner of premises KORI REALTY LLC. Address 2150 NASSAU PT.RD Phone No. 516-382-8433 Name of Architect CONDON ENGINEERING,PC Address 1755 Sigsbee Road Phone No 631-0-298-1986 Name of Contractor TO BE DETERMINED Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X *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 X *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF� EILEEN WINGATE being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the AGENT FOR OWNER (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 to before me this t ti+ day ofCLA 202-0 ld•. RAG T PUBLIC,STATE OF NEW YORK . Nc(gy Pu lic NO.01DW6306900 Sig re of Applicant QUALIFIED IN SUFFOLK COUNTY r,nr,AnAISSION EXPIRES JUNE 30,2�a•. BUILDING DEPARTMENT-Electrical Inspector Co .< TOWN OF SOUTHOLD O +z Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631)765-95j Temporary Certificate # 6_� 026 Date l6 2020 Customer Name _tU Electrician Name Address vsco A& e ne j16 &A-48 �6 e-mail le-mail Phone License# Size 2,&V A Phase_�Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification i id tor.90 days from the dat bove. Authorized by '- UILQING DEPARTMENT-Electrical Inspector TOWN OF SOU1'HOLD 2020 Town ball Annex- 54375 Main Road - PO Box 1179 QCT Southold, New York 11971-4959 s � �D .Telephone (531) fi55-130 , FAQ (53'1) 7e5-9502 ,, ,�t� southoldto mn ? aeand southoldtawnnvt.agv APPLIC TION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All inforrnation Required) Date. L o a o Company Marne: G S F— L9 C. Name: C U tAfzrz License No.: S'-7 _ E email: 6 z/ Q ,4 O L- co,,, Address: P, o P- s o Uq-f-, Phone No.: ` s-1 / G i JOB SITE INFORMATION (Ali Information Required) i Name: O 2L F-A L. L C- Address: o?J SuIV,a SS T /LJ. Cross Street AJ Phone No.: Bldg.Permit email: Tape Map. District: 1000 Section:,' Block: Lot BRIEF DESCRIPTION OF WORD (Please Print Clearly) Circle All That Apply: i 4> i Is job ready for inspection?: YES NO Rough In Ib A - Final Do you need a Temp Certificate?: YES NO Issued On 1/I Temp Information: (Ail information required) Service Size 1 Ph 3 Ph Size:' 0 0A #Ivieters Old hetet# New Service Fire Reconnect- Flood Reconnect-Service Reconnected Underground Overhead Underground LateralK 1 2 N Frarpg, Pole Work done on Service? Y N Additional'Inf©rrnation: PA-YIVl NT-0.UE.WITH i.AP!PR:I-CAT1014 C67 Request for inspection FormAs 19 ��- UtLQ(t1FC DEPARTMENT- Electrical Inspector re ; -" TOWN OF•SflUTHOLQ x 2020 Town Hal[Annex- 54 375 blain Road PO Box 1179 Southold 'New York 11971-©U9 7_1a Tetephorte.(631) 7G5=! - 1`AiC (f3'i �f5�. 50 soidtholdwun c�ti. .sed Southold€Qwnn_ av ELECTRICIAN INFORMATION (Aff Information Required) Qai e: q L° a o Company !Marne: L, Com" C. Narne_ UA (Z2 email / � �{ Q �oLcense No-: �- � Addy: , 0 0 Uq-t, a u? Phone No.: SOB SITE INFORFAATION (Art Informtton Required) ' Nae: O(LL 2 F A 4- LL C—.. Address: o?1.Su ss .u 1. . Crass meet: 0 Aj Phone No.; Bldg.Permit* Iq 6.62 ' errwail: f 1 tQ �o •, llc C,af: � rc : Tax. .i BRIEF DESCRIPTION 4F WQRlf.(Please Prim Glean Gide All TtafFRhf: ; 1s job ready for Inspection?,. } YES Rough In Final Do'you need a Temp Certificate?: . YES. NO lsscred On -emp IntagoT: _iAlf-litformaho-required) Service Siz ! Fh 3 Ph Size: 0 0 .A #Metersi Old.PAeter# ' N ewFire Reconnect-Hood Recorneet-Service Reconnected Underground Overhead d L eral 1 2 H Fram ; . Pile. ..Vork dobe on.service? Y N' rmatiart PRA . : ftrAR_PiAQA�T PN Request for InSpeCWn Font AS �o Ca`��,�Qr. PERMIT# re s Switches I Outlets GFI's I I Surface \ �t, Sconces �( H H's UCLts � Fans Fridge l HW Exhaust Oven W/D °9�. OZ � 3 Smokes -DW Mini `Carton Micro . Generator Co mt.o. Co'okfo'.p Transfe r AC;.. I Z AW ?' Hood '` Service, Amps Have . Used Special: . : Comments:: Lea2l 2� h o t� PotiuY pb. lta��e vnCti46 n�C. IIS nWingate Quiet e ' �y Mill Road at [ New vo . t \� m �vV BROADWATERS _ 'M ATCHLINE ` N COVE 1 SANITARY NOTES: N/o/F $RTH 1. SURVEY BY NATHAN CORWIN DATED NOVEMBER 21,2019. / KISONTN Sal! \ w e p/O LOT e0 \ 2. 5 BEDROOMS ARE PROPOSED FOR THE RESIDENCE. my p SF RESIDENCE / "u"' A` N 88'38'25" E c CONNECTED TO PUBLIC WATER C N% \ 4, TOTAL LOT AREA AREA=24,383 S.F. AL 5.04' EX.WELL `r 111.64 I Z s N 80'4140" E �11icp1° Y I' /^ry 5. EXISTING TOPOGRAPHY REFERENCES THE NAVD'88 DATUM. C13r ca"r . sri'o / """ e ,\ • ,e,, ,s\ j ,h BROADWATERS c �� Z to / 'ems .ue9 Mar• 1,5001 AL.8'0 X 5 DEEP / jl �� COVE O PRECAS-IRPTIC TANK \ / PROP.U.G.ELEC.SERVICE 1 Y� f� 8'0 X 8'DEEP EXPANSION I O 03 NOTF, �A1gGE(7,S) ��' �N 6MN +1 T LEACHING POOL PROJECT n _ M �tm�nt of Huth 5� a �_ /x1% o a /' Suffolk County De >a� L,>:` -� , I LOCATION 5'MI � —�1a ,,nacos• ° 5 / 8'0 X 8'DEEP LEACHING POOL �USSv�r e� XISTING CESSPOOL TO BE \IN. I�� \ / (TYP.OF 2) / � I gROq pwAT PUMPED DRY REMOVED IN 8 $ .P \N I Z ER ROgp o I ACCORDANCE WITH THE i� � pa \ I .\ TEST HOLE zz I SCDHS STANDARDS ] o„y�e �y T�� rn 0 T / Ng > �. 1� � •Ci� g I1+ p.Z1 1 30 o CL c \ ty 1 v1� ZpyOTXAU 180 I ; 1 ` m y uB �a tDW) I _ / 1 I �\ C ~ � SO . , -= - I = ° LOCATION MAP Ex.weu ® � g�� 'ems "�I sad I i/ / \\ 1"=600' .xt•— \ x 22, °/ ' / TEST HOLE SF RESIDENCE \ \ / /I 'fo 1 u` MATCHLINEONNECTED TO WELL \ \ \ / I EL.17,5 a EPA.RJJ/E "T'0jF FOAL"a SEKVICK,05 1 \ \ we/ / j tL� DARK BROWN ? LOAM OL S'M-0,R v-��t4x�FtxZDVAL O COIA�, 1 Z 7 133'4 MM A i PROPOSED 2ND S�OR\ 1 1 I LOAM 0.5' 9P' 1£�ArW-1X- x k '�.a Iii ADDITION AND RENOVATION I ¢ +�� 0 I� \ I L IL /��/ i ��W BSAND SMS f�Adis �. � —g 3 — I PALE BROWN �� FINE SAND SP FOR Pvl SA O IEC i00PA S BR CLAYEY z'p'r lsS THREE Y7EI RS 'ROI-1 DA?°u 0^',:f--'P C)V,AL SANDSC 8.01 PALE BROWN SF RESIDENCE FINE SAND SP A bandomment of excisting sanitary systenn must be III CONNECTED TO PUBLIC WATER 15.5 (HIGHEST EXPECTED GROUNDWATER EL.2.0 WATER IN PALE x 17'EL.0.5 GW EL. C il7lat.".. ,vice with department requirement;t Submit Y BROWN FINE � � completed form gill M-0%() as proof SITE PLAN SAND SP 18' TEST HOLE PERFORMED JANUARY 7,2020JqN CA�9AmN INSPECTION REQuiRED SCALE:1"=50' BY MCDONALD GEOSCIENCE 17 2o2o FOR SANITARY SYSTEM WATERTIGHT FRAME&COVER W/ ! GROUNDWATER ENCOUNTERED 17'BELOW APPROVED LOCKING DEVICE GRADE, I1F� BY HEALTH DE6"AR�'I~ ENT F.F EL.21,08 CLEANOUT MORTAR FROST CONCRETE COVEROF *(]j e'er W3�h• CONCRETE COVER PROOFING 24"0 PRECAST CONC.RISER BELOW GRADE o BELOW GRADE GRADE EL 18.5 RINGS(12'MAX.HEIGHT) GRADE EL.17.5 2,M" ' P4° 1'min. TRAFFIC BEARING SLAB` 20" PVC WASTE LINE 2'Max N PITCH%INCH PER FOOT TRAFFIC BEARING SLAB 4'SANITARY WASTE PIPE `� ; , is Health Department Approval Stamp PITCH 1/4 INCH PER FOOT •.-.':•�.- �.:�' ` z INV EL,15.3 INSTALL DUMMY RINGS AS NECESSARY TO Llena ere prepared by Condon Engineedng,P.C.It is a violation of the New York State Education Lew,Article 145, INV EL,16,2 INV EL.15,8 s o INV.EL.14.8 ,,�_�i�t �+1.'L�� section 7208,for any person unless actin under the direction at a licensed Professional Engineer,Architect or Lend 21.0' 10'MIN. U'a aD 45' 8'MIN. 4" BRING PROPOSED STRUCTURE TO GRADE \�� "� .'surveyor,to alter enyitem In anyway.Ilan Item bearing the seal of en Engineer,Architect,or Lend Surveyor is altered, 4' oo ALL LEACHING POOLS SHALL BE PLACED IN 'T�r r e.�t4� r, the aftedng Engineer,Arohitect,or Land surveyor,hall atfx to the Item hfslher seal and the notetion'Altered by followed EL.9.9 ACCEPTABLE LEACHING SOILS AS APPROVED BY THE SCTM' 1000=X010-� by his/her signature end thedeteafauchaltereflons,endaepeciflcdescdptlonofthealteration. BAFFLE WALL 8'DIAMETER 8'DIAMETER SCDHS. IN THE EVENT POOR LEACHING MATERIAL IS KORI REALTY RESIDENCE PRECAST SEPTIC TANK DETAIL Z EL.6.8 ENCOUNTERED,EXCAVATIONISTOBECONTINUED SCALE:AS SHOWN Condon Engineering, P.VI+. LEACHING POOL DETAIL TO SUITABLE MATERIAL AND BACKFILLED AS 2150 NASSAU POINT ROAD HIGHEST EXPECTED GROUNDWATER ELEVATION 2.0 DETAILED. CUTTING RINGS MAY BE REQUIRED. 1755 Sigsbee Road pwi Drewnhy.JJC CUTCHOGUE, NY Mattituck,New York 11952 SANITARY SEPTIC SYSTEM PROFILE (631)298-1986(631)296-2651 Fax NOT TO SCALE Date: 111512020 www.condonengineedng.com SANITARY PLAN SURVEY OF P/0 180 $ AMENDED MAP A OF pOADWATER►S COVE NASSAU POINT B11� FILE No. 156 FILED AUGUST 16, 1922 .d SIT UA TED A T SALT MARSH �I N 88'38'25" E NASSAU POINT .dL 5.04' TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK APPARENT HIGH WATER MARK S.C. TAX N o. 1000- 104- 10-09 DOCK ON NOVEMBER 21, 2019 0.9'E. DOCK 0.3'W. SCALE 1 "=30' z m N NOVEMBER 21 , 2019 O O (D e 00 m oA 00 TOTAL AREA = 24,383 sq. ft. N in N O �m O (TO TIE LINES) 0.560 ac. •►Z NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:.2LX EXISTING CONTOUR LINES ARE SHOWN THUS: xx—————xx F.FL – FIRST FLOOR G.FL – GARAGE FLOOR N v u � I O r o n y f J O 'Z Z �Y11m 1 r O N/ F SEIFERTH , KENNETH P/O LOT 180 00a g ti » ° GRAVEL DRIVEWAY N Boo 411 40ot F AME z •. • �SONRY GARAGE ? GE FOUND I d All JuN 0. N' MEAL FENCE 15JCp,`C. MON. PrpINCE I6 NCE O.81N• !S r1 .CHAW uFENCE ct r.e'.• /^ \ \ MI 17.8 r 8� CONS MON. ` X11\\ \\ (AI FENCE\ x 1Sz \ I \\ —II 2.0E N ' UA CCN ER m •.� mi w 1 \ \ �\ o df x v� 6 U \\ \ y V•:.. �� 7'O %p Nt� I IN, I Z • °. J.&6 Ix_UU 'OT 18O I ` � %�l,x C,c, �, N \ I A o \ m 2 0 �, 9 M RCN \ I cg \ i • . � a� Ft-so ?8� \\x18.9 I m \:o .' ••a' o : • . 1&6 (V I A0to IF O .. 1 H ,d T i9X �o x r m ) x'8.9 I I / f •\ .. 1Ln �-• b\ _ 19.4 / 17.7 SHED 53.1 •' o o G. d /• I• - cZi I . \ O N N x SH a 0 20RpME No I ..-;P I/ / 'F� : • • \ ED I ` SHED 21— to oo APRs 1 X\ //o x I I 22.7 `\20.7 •;\. .e �e: \:d'.� CUR /e \ \ \ CURB I / / / •'" •: .; `,16I PREPARED IN ACCORDANCE WITH THE MINIMUM / STANDARDS FOR TITLE SURVEYS AS ESTABLISHED •� BY THE LI.A.LS. AND APPROVED AND ADOPTED I //�/ • •`�.�x :. . �7� , FOR SUCH USE BY THE NEW YORK STATE LAND 4 TITLE ASSOCIATION. LTILn / ,Cti�.' 17 Ar ...A. � t' S V\,� YYY c.F,'••••,,,,, ..� xY ,. l.1Gs Lic. No. 50467 .Q� ^ UNAUTHORIZED ALTERATION OR ADDITION xY TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin NY SECTION 7209 OF THE NEW YORK STATE Q EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Tltle Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 7 a � ' TEST HOLE FEB 2 2 20-2 Imo•_A I �� i -' ' n SANITARY NOTES: J I 1. SURVEY BY NATHAN CORWIN DATED NOVEMBER 21,2019. EL.17.5 + fly i ' • •... ICES 2. EXISTING TOPOGRAPHY REFERENCES THE NAVD88 DATUM. DARK BROWN BROADWATERS OCT 3 1 2022 D MATCHLINE LOAM OL ;..�.. COVE ILD' r 0.5' TG".i14 v. q HOSEIFERTH BROWN SILTY 1 KENNEo GCT j 80 0 SAND SM p SF RESIDENCE ELEC.METER 4.0' $ALT NAR9H N 88'38'25" E o CONNECTED TO PUBLIC WATER N PALE BROWN L` 5.04' EX.WELL 1,84 I/ FINE SAND SP N 80'4140" E FRAME CppVELNPS KAL - 1 BROWN CLAYEY 7.0 MPARENT HIGH WATER WK GARAGE rouND _ SAND SC DOCK ON NOJENBER 21,2019 NON' DOCK 0.0'W. ' FEM 0.N' K TEritE CONF' I I1€�_ / 8.0' ,FEN.O.CE2 \C NK FENCE A6`TENL\ O.B'N. ,\ 1 Ir ' /'� Z v us N0N. rn v PALE BROWN �`�\ �Qi( a I �� FINE SAND SP I N U.G.ELEC.SERVICE — — 15.5'(HIGHEST EXPECTED GROUNDWATER EL.2.0) o: '�0 d= 2.OE IJ A 46. ' i \ Pj1 K/ 17'EL.0.5 GW EL. 9 1N `� C 62.6' \ \ I\ / WATER IN PALE A 28.6' Ij '�\ �. " BROWN FINE \ 1 I R 8'0 X 8'DEEP B 35.6' 1\ ' \ o\ LEACHING POOL SAND SP 18' �^ '1,500 GAL.8'0 X 5'DEEP Ki ,zz \ \ �6 PRECAST SEPTIC TANK Ig / TEST HOLE PERFORMED JANUARY 7,2020 ;pW" ITwcE BY MCDONALD GEOSCIENCE p a -.! -------- `A 41.0'I \\' GROUNDWATER ENCOUNTERED 17'BELOW GRADE 9 \C52.6'I \ �I z I C '\ T//L/ I V� \. Va I t 0 PD rn o 0 \, lho IOT 180 m j \ Q Z y z z m 9x L'Y—I— /KIl TET HOLE 0 v sso EX.WELL o z s� 4.' N G,F +A N / I I Z cn a�,� ZTp�4E sNm 2I I K, 1Hs41 jz; Enx ii�•2 �� 11 i / r' . I 1 K1'z lag / �/ I 0a.z �( SF RESIDENCE zz, \\ 2K�`0R'b41 /� o I 0 MATCHLINE CONNECTED TO WELL I� ! \ 11A SUFFOLK COUN-1 Y DEPARTMENT OF HEALTH SERVICES 0 %�'� '� ` � � TOTAL LOT AREA= 24,383 S.F. APPROVAL OF CON{STRUCTED WORKS FORS .�F - !- A SINGLE FA -•�_Y RESIDENCC ; � �/ x j ��Q' jos H �� SCDHS REFERENCE NUMBER: R-20-0251 Date MAR " 8�a Q N. .,i�ei:N!o . S.C.T.M.: DIST. 1000 SEC. 104 BLK. 10 LOT 9 The sewage disposal and water s,..,p*facI2�18Vs at this location have been SF RESIDENCE �- Inspected and/or certified by this Department or other agencies and find to K�4L0� CONNECTED TO PUBLIC WATER be satisfactory FOR A MMIMU)V3 F, 5 BEDROOMS. �]y' / b �u f 12 Pans sr prepared by Condon Engineering,P.C.It Is a violation of the New York State Education Law,Article 145, l/J I-i !� Se' o 209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land SITE PLAN ' i 01'p•5 S 1�1'��t� yor,to alter any Item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered, e altering Engineer,Architect,or Land Surveyor shall affix to the Item hislher seal and the notatl°n'Altered by'followed Craig ter ,ep per; PE., C h I of SCALE:1"=50' by his/her signature and the date of such alterations,and a specific description of the alteration. Condon Engineering P.C. KORI REALTY RESIDENCE SCALE:AS SHOWN ' 2150 NASSAU POINT ROAD Drawn by:JJC 1755 Sigsbee Road CUTCHOGUE, NY Mattituck,New York 11952 (631)298-1986(631)298-2651 Fax PM1 Date:2/8/2022 www.condonengineedng.com SANITARY AS-BUILT a REScheck Software Version 4.6.3 r Compliance Certificate Project Kori Realty LLC Residence Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2150 Nassau Point Road Kori Realty LLC John J.Condon, P.E. Cutchogue, NY 11935 2150 Nassau Point Road Condon Engineering Cutchogue, NY 11935 1755 Sigsbee Road Mattituck, NY 11952 631-298-1986 Compliance: Passes g prescriptive requirements . . projects Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Cathedral Ceiling 1,577 49.0 0.0 0.022 35 Wall 1:Wood Frame, 16"o.c. 520 21.0 0.0 0.057 19 Window 1:Wood Frame:Double Pane with Low-E 17 0.330 6 SHGC: 0.35 Window 2:Wood Frame:Double Pane with Low-E 17 0.330 6 SHGC: 0.35 Window 3: Wood Frame:Double Pane with Low-E 9 0.330 3 SHGC: 0.32 Window 4:Wood Frame:Double Pane with Low-E 9 0.330 3 SHGC: 0.32 Window 5:Wood Frame:Double Pane with Low-E 9 0.330 3 SHGC: 0.32 Window 6:Wood Frame:Double Pane with Low-E 17 0.330 6 SHGC: 0.35 Window 7:Wood Frame:Double Pane with Low-E 117 0.330 39 SHGC: 0.35 Wall 2:Wood Frame, 16"o.c. 336 21.0 0.0 0.057 15 Window 8:Wood Frame:Double Pane with Low-E 17 0.330 6 SHGC: 0.35 Window 9:Wood Frame:Double Pane with Low-E 17 0.330 6 SHGC: 0.35 Window 10:Wood Frame:Double Pane with Low-E 17 0.330 6 SHGC: 0.35 7 0.330 2 Project Title: Kori Realty LLC Residence Report date: 11/30/19 Data filename: C:\Users\Owner\Favorites\ResChecks\Kori Realty Rescheck.rck Page 1 of10 Gross Area Cavity Cont.Assembly or R-Value R-Value LI-Factor UA Perimeter Window 12:Wood Frame:Double Pane with Low-E 7 0.330 2 SHGC:0.35 Wall 3: Wood Frame, 16" o.c. 520 21.0 0.0 0.057 28 Window 13:Wood Frame:Double Pane with Low-E 7 0.330 2 SHGC:0.35 Window 14:Wood Frame:Double Pane with Low-E 7 0.330 2 SHGC:0.35 Window 15:Wood Frame:Double Pane with Low-E 7 0.330 2 SHGC:0.35 Window 16:Wood Frame:Double Pane with Low-E 7 0.330 2 SHGC:0.35 Window 17:Wood Frame:Double Pane with Low-E 7 0.330 2 SHGC:0.35 Wall 4:Wood Frame, 16" o.c. 336 21.0 0.0 0.057 17 Window 18:Wood Frame:Double Pane with Low-E 7 0.330 2 SHGC:0.35 Door 1: Glass 32 0.340 11 SHGC: 0.27 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space --- --- --- --- --- Exemption: Framing cavity not exposed. 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 mandato uirements listed in the REScheck Inspection Checklist. 19 Name-Title ign Date Project Title: Kori Realty LLC Residence Report date: 11/30/19 Data filename: C:\Users\Owner\Favorites\ResChecks\Kori Realty Rescheck.rck Page 2 of10 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 # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID 103.1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PRI]1 ;energy code compliance for the 4 ;building envelope.Thermal []Not Observable envelope represented on ❑Not Applicable , ;construction documents. 103.1, ,Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for IE]Not Observable [PR3]1 ;lighting and mechanical systems. U :Systems serving multiple ❑Not Applicable ; ;dwelling units must demonstrate ;compliance with the IECC :Commercial Provisions. 302.1, 'Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: j❑Not Observable p� Manual J or other methods Btu/hr Btu/hr approved by the code official. ;❑Not Applicable } Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Kori Realty LLC Residence Report date: 11/30/19 Data filename: C:\Users\Owner\Favorites\ResChecks\Kori Realty Rescheck.rck Page 3 of 10 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ;❑Complies [FO11]z protect exposed exterior insulation �❑Does Not v and extends a minimum of 6 in. below �❑Not Observable grade. ;❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not ❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 1:3.:1 Low Impact(Tier 3) Project Title: Kori Realty LLC Residence Report date: 11/30/19 Data filename: C:\Users\Owner\Favorites\ResChecks\Kori Realty Rescheck.rck Page 4 of 10 Section Plans Verified Field Verified '# • Framing I Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID. 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, I ❑ 402.3.6, I Not Observable 402.5 ;❑Not Applicable [FR2]1 ' 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 :are determined in accordance ❑Does Not ;with the NFRC test procedure or ❑Not Observable taken from the default table. IE]Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not v ;instructions. ❑Not Observable 1 ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not ;AAMA/WDMA/CSA 101/1.5.2/A440 U :or has infiltration rates per NFRC ❑Not Observable ; 1400 that do not exceed code ❑Not Applicable ;limits. S 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm ' E]Not Observable j leakage at 75 Pa. � ❑Not Applicable ; 403.2.1 ;Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is IE]Does Not >= 3 inches in diameter and>_ ❑Not Observable R-6 where< 3 inches.Supply and ❑Not Applicable , ;return ducts in other portions of pp ;the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ;for<3 inches in diameter. 403.3.3.5 Building cavities are not used as ❑Complies [F 15]3 ducts or plenums. []Does Not [_-]Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- ; R- ;,[]Complies [FR17]2 above 105 °F or chilled fluids ;❑Does Not below 55°F are insulated to 2!:R- 3. _R- ,3 ;❑Not Observable } ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC S❑Complies [FR24]1 piping. #❑Does Not #❑Not Observable ❑Not Applicable 40353 Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 ?R-3. ;❑Does Not ;❑Not Observable ;❑Not Applicable 403.6 Automatic or gravity dampers are [ Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: Kori Realty LLC Residence Report date: 11/30/19 Data filename: C:\Users\Owner\Favorites\ResChecks\Kori Realty Rescheck.rck Page 5 of10 I I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Kori Realty LLC Residence Report date: 11/30/19 Data filename: C:\Users\Owner\Favorites\ResChecks\Kori Realty Rescheck.rck Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions' & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values PDoes Not V provided. bNot Observable I❑Not Applicable 402.1.1, Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 E] Wood ❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable U ; ;❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.7 :manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the :underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable ; contact with the top side of _ sheathing, or continuous insulation is installed on the ; underside of floor framing and ; extends from the bottom to the 1 ;top of all perimeter floor framing j members. 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 Y2 of the :❑ Wood ;❑ Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ;❑ Mass UNot Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ;E] Steel ❑ Steel ;❑Not Applicable I 303.2 ,Wall insulation is installed per ❑Complies [IN4]1 :manufacturer's instructions. ❑Does Not ❑Not Observable : IE]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) :3 Low Impact(Tier 3) Project Title: Kori Realty LLC Residence Report date: 11/30/19 Data filename: C:\Users\Owner\Favorites\ResChecks\Kori Realty Rescheck.rck Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ;❑ Steel UNot Observable 6 [Fill' ;❑Not Applicable [Fill' 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [F1211. ;Blown insulation marked every :300 ft2. []Not Observable ; IE]Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ; [FI22]z insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ; (FI3]1 insulation >_R-value of the ;❑Does Not ;adjacent assembly. ❑Not Observable ;❑Not Applicable ; 402.4.1.2 :Blower door test @ 50 Pa. <=5 ACH 50= ; ACH 50 = ;❑Complies [FI17]1 each 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 ftz 1 ft2 ;❑Does Not <=3 cfm/100 ft2 without air i ; ,handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to i ;❑Not Applicable ;occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies [FI27]1 determine air leakage with ftz K2 ;❑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. j 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 :by manufacturer at<=2%of ❑Does Not ;design airflow. ❑Not Observable ❑Not Applicable 403.1.1Programmable thermostats } ❑Complies [FI9]2 installed for control of primary 4 []Does Not heating and cooling systems and iiII ❑Not Observable ,initially set by manufacturer to 1 code specifications. ❑Not Applicable ; 403.1.2 Heat pump thermostat installed i ❑Complies [F[10]2 Ion heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable ; 403.5.1 Circulating service hot water if❑tComplies [F[11]2 .systems have automatic or S❑Does Not accessible manual controls. ❑Not Observable ' IE]Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 3 J Low Impact(Tier 3) Project Title: Kori Realty LLC Residence Report date: 11/30/19 Data filename: C:\Users\Owner\Favorites\ResChecks\Kori Realty Rescheck.rck Page 8 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions, & Req.ID 403.6.1 All mechanical ventilation system �❑Complies [FI25]2 fans not part of tested and listed r, i❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable I 10Not Applicable 403.2 3Hot water boilers supplying heat ❑Complies [FI26]2 - through one-or two-pipe heating _ - ... '❑Does Not )systems have outdoor setback icontrol to lower boiler water ❑Not Observable ; temperature based on outdoor ❑Not Applicable ; temperature. 403.5.1.1 Heated water circulation systems ❑Complies [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated #❑Not Observable ; return pipe or a cold water supply pipe. Gravity and thermos- ❑Not Applicable ; syphon circulation systems are - ---- - - - j not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 "Electric heat trace systems - ❑Complies [17I29]2 comply with IEEE 515.1 or UL ❑Does Not 1515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑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 idemand recirculatio water ;system. Pumps haVTControls that manage operation of the ; pump and limit the temperature of the water entering the cold + #water piping to 104°F. 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one 3 or two showers. Potable water- iside pressure loss of drain water heat recovery units <2 psi for individual units connected to ;three or more showers. 404.1 ;75%of lamps in permanent ❑Complies [F1611 fixtures or 75%of permanent []Does Not ;fixtures have high efficacy lamps. ,Does not apply to low-voltage ❑Not Observable ;lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. []Does Not 9 !❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' 1 Low Impact(Tier 3) Project Title: Kori Realty LLC Residence Report date: 11/30/19 Data filename: C:\Users\Owner\Favorites\ResChecks\Kori Realty Rescheck.rck Page 9 of 10 t .Section Plans Verified. Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions; & Req.ID r 401.3 Compliance certificate posted. ❑Complies [FI7]2 " 1 ❑Does Not ❑Not Observable ❑Not Applicable ,303.3`� _ Manufacturer manuals for I �❑Complies [FI18]3. mechanical and water heating - ❑Does Not systems have been provided. ;; s❑Not Observable ; �❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3`°Low Impact(Tier 3) Project Title: Kori Realty LLC Residence Report date: 11/30/19 Data filename: C:\Users\Owner\Favorites\ResChecks\Kori Realty Rescheck.rck Page 10 of10 a 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 49.00 Ductwork(unconditioned spaces): Glass &Door Rating • Window 0.33 0.35 Door 0.34 0.27 Cooling,Heating& Heating System• Cooling System• Water Heater• Name: Date: Comments GENERAL NOTES: DESIGN CRITERIA: g1l 11#1111111111 xx 1. ALL WORK MATERIAL AND EQUIPMENT SHALL LIVE LOAD DEAD LOAD BE IN ACCORDANCE WITH THE NEW YORK NIL% Al PLI 'A.J.%.Tbm 6.1 6 6. im STATE UNIFORM BUILDING CODE, AND THE NEW GROUND SNOW LOAD 25 PSF. 15 PSF. c 101T FOIX LTILDIiN 1 16 m YORK STATE ENERGY CONSERVATION CODE, LIVING AREAS AND DECKS 40 PSF. 15 PSF. _ AND LOCAL AUTHORITIES. SLEEPING AREA 30 PSF. 15 PSF. ATTIC 20 PSF. 15 PSF. 2. ALL CONCRETE SHALL BE STONE WIND SPEED 140MPH A, AGGREGATE WITH A MINIMUM 28 DAY SEISMIC DESIGN CATEGORY B 2150 NASSAU POINT RD . CUTCHOGUE y 1935 STRENGTH OF 3000 PSI. WEATHERING SEVERE FROST LINE DEPTH 36" 3. ALL LUMBER SHALL BE GRADE STAMPED TERMITE MOD. - HVY. DOUGLAS FIR-LARCH STRUCTURAL GRADE #2 DECAY SLIGHT OR BETTER. ICE SHEILD REQ. YES 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL PARTITIONS, EXCEPT AS NOTED ON DRAWING. 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAM. SPACING NOT TO EXCEED 8 FT. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING CAPACITY OF TWO (2) TSF AND GRADES LESS THAN 5% CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY. 7. DO NOT BACKFILL. AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM IS INSTALLED. y 8. ALL HEADERS 6 FT IN LENGTH AND OVER TO t; S. 800 41' 40" W. - 5.04' BE SUPPORTED BY DOUBLE UPRIGHTS, 9 FT --RELOCATED HVAC UNITS TIE LINE AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS S. 90 18' 2011 E. 505.31' TO BE MINIMUM OF (2) 2x8" OR AS (NOTED ------- —--—-- -------------------- ------- - -------- ------------- -------------------------------------------------------- - 9. PROVIDE FIRESTOPPING AT ALL LEVEL � , a � 8 DEEP 4'f� DRY WELL PENETRATIONS. \ N. 90 18' 20" W. 260.78' 1` ` 10. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, \� \,\ EXISTING WINDOWS, DECKS, ETC. \\e PATIO 11. DO NOT SCALE DRAWINGS � ® \ 0 G HOUSE ! \ \ EXISTING 12. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT RESPONSIBLE C \ FOR THE INSPECTION, SUPERVISION, OR •�� ADMINISTRATION OF THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING '• \� AND BUILDING CODE COMPLIANCE SHALL BE �� c� \ PROP.PORCHEXT. THE RESPONSIBILITY OF THE CONTRACTOROS . � � ( NOTE _ Q t � � \ ;� �`; ^ ' � TOTAL LOT COVERAGE= 11,4% 13. DESIGNER, ARCHITECT, OR ENGINEER MUSTy ; \v s�� 8' DEEP 4'0 DRY WELL ( - BE NOTIFIED IN WRITING BEFORE MANY �A\ HOUSE AND DECKS (27£8 S.F.)/TOTAL LOT(24,383 S.F.) CHANGES ARE MADE TO PLANS. I - 14. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED ' ° BY OTHERS. \� I °O \ ` — cl) 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE • 2° 3 5O~E , b ti YVJ CODE SENGINEER AND OWNER. F L5 -S REOUIRED OF __ .9 _ -------------------------------------------------- - ----- --------- ----------- ----._I ` ��DGE OF PAVEMENT ————— —————— 1Ir 1 .. 7_ 1 A�!I,_ NIG BOARD NNi 'FeD c.. :TRSTEESLOT SIZEU �, J ❑❑,,,r f Lll�'�C�:+J7 I S 24,383 S.F. NAS A POINT ROAD _ "ELE HOUSE PATIO AND DECK ro; IF r r; r1'. .i.: cT^ � ^ P i . C,. f'FNT BEFORE EXISTING EXISTING PI ( ( r k..., � ',t' i ``` ` OCCUPANCY ? r>r-R UfEi` f�`'',' WATER Y SYSTEM CANNOT 2320 S.F. 379 S.F. - ' :;CECI�2/10 OF 1% LEAD. PROPOSED PROPOSED 0 S.F. 89 S.F. + R GARAGE TOTAL f , 0S.F. 468 S.F. ,_. �' i','-'.. 'T ,.. ".SIASTE I FiLk; :SNEED TESTING BEFORE COVERING TOTAL 2320 S.F. SITE PLAN rtECtrICAL tfl'!;=c 10ll f rCt"R I t 1 p f.Q'►p'F1C�r f19,)'� ' T6065 _ . ROOF RUN-OFF t 387 C.F. RET/,(', CT CRf,1 tN;TER RUNIOFF -, 4- PUfiCU fff TO Ch'APTER 236 16 OF THE TOWN CODE. DATE: PROPERTY LOCATED AT: 2150 NASSAU POINT ROAD CUTCHOGUE, NY 11935 JAN. 3, 2020 TOWN OF SOUTHOLD SCALE: REVISIONS: COUNTY OF SUFFOLK, STATE OF NEW YORK CondonEngineering , 1 " = 20'_0" DISTRICT: 1000 SECTION: 104 BLOCK: 10 LOT: 9 '1755 Sigsbee Road KORI REALTY LLC DWG. No. - iVlattituck, NY 1 X952 2150 NASSAU POINT RD. CUTCHOGUE, NY 11935 100.01 --- --- ----- ---- ---- 1 nen I l CA It 1! ! �t 1 1 1 I it 11 �" /t I I I i L----------- EXISTING � � 1 � I I k III 2 CAR GARAGE EXISTING I I-II ° ---; BATHROOM ; L----- ;---------; 1 it I EXISTING n, 11 1 BATHROOM `---'1 1 `• _ EXISTING EXISTING 1 I-____--_____r__T__�__ KITCHEN DINING ROOM 1,1 i i L' i i 1 F----------- •. CLOSET I i----------- E 1 tt ------------ i 1 ———— —— ———————— — E 1 CLOSET CLOSEl' CLO. �___________� , 11 11 I 1 1 1 1 I 1 E t i l uJ LJ III III III I11 EXISTING I LIVING ROOM � III CLO. III III III i EXISTING EXISTING BEDROOM BEDROOM I CLO. __ L zJ Lm=q� I i i -_--..-------- -- -!� =_== ------------- __==_=--------------__ = LEGEND FIRST FLOOR DEMO PLAN ® EXISTING WALL ® NEW WALL L------ ITEMS TO REMOVE .�.. tia'� �w-� a'v.e j'• d" 4h i I :r t .a DATE: JAN. 3, 2019 SCALE: Condon En -ft- ineering , .C . 1„ _ „REVISIONS: -Q 4 1755 Sigsbee Road KORI REALTY LLC DWG. No. Mattituck, NY 11952 2150 NASSAU POINT RD. CUTCHOGUE, NY 11935 200.01 r----------------r------------------------ �r- ^r________________€ 7r ---- ----------------; I----------------------1f--—lL_--------—__---------' L--_-_--__------_'I I f 1 1 1 1 1 ! 1 I 1 I 1 1 EXISTING € STORAGE 1 € I I I 1 1 I AREA I i 1 1 EXT'_G WDW---_ REMOVE EXISTING SECOND FLOOR 1 I i 1 1 1 I i---__-_T-_===E --------i WALL AND ROOF FRAMING DECKING AND FLOOR JOISTS TO REMAIN 1 1 r r , li i 11 1 Ii 1 • 1 1 1 I 1 I; li EXISTING f._____---........�.___..�_L3..---�.___•__...----..._...I r---..._.__�..�_�....._L.2.__-_-_-_...-------.€.----__---- L---J� ATHROO I i r-__....�._.�...............v_.�..�.,____..._.___.�.__„_,.��.__ ...___.._______�..______-___.�_.�___...�.___�._�....._-__-__�..,.___�..�___�...�..� ++ ---------------------------------------- �"� 4� -__----__-_--__-__---_--__-------_-__-_--__-_---_---__ i I I 1 1 1 1 1 1 1 w-__-------� r----------------- --€--------------1 € -----" J ' i 1 1 1 1 1 CLOSET fill i t I I 11 I i i I E I t ii I I I 1 I € r t f 1 `::��.�=i:.--�--- ----_-.--..:..-,.�....J J J I E J I i__--------_ I I 1 1 f! t �_________f' I f 1 t i 1 1 1 II t k 1 1 I I I t I t t\ ! i----------- ti iIf f \ �1 �1 1 1 u.....a �•,, I I \ I I----------- I 11 \l I 1 1 L"------- i �-iJ r------------i 1 11 I r-' L-� 1 i i 1 1 r ii WI 1 1 1 1 i r-----------i , tj EXISTING , DI 11 i i CLO. i i ------------- L ------------i �� BEDROOM i 1 ICJ 111 1 l___________J 1 1 L___________a I r-r"`~~ 111 n1 t i i r______-T---- 0./111 EXISTING E-I i i 1 1 1 I I I V I t__t,^r,•"` I I Itt""�� Wi i BEDROOM UJi 1 j 1 11 1 1 �e La,�,rj �� _ 1 1 CLO. C�O. f l 1 1 l i i i i 1 `---tJ t------1 r� 1 1 1 1 if I 1 --- L-__� 1 L 1 { 1 E I I I 11 1 I { i t i t i 11 1 1 1 1 11 I 1 1 1 1 1 4 I l 1 1 1 1 1 II 1 1 1 I f 1 1 1 i i I i I f 1 �+ 1 1 I I 1 11 CLOSET 1 1 I ` ! 1 1 i i L---------------------------- a �_--_--_l___a 1 11 1 ----I----J JL--------------------------- J ----------------------r ----------------------------- --------------------L------- ------------------------_ -----------------------------_,� I I E I I ------------------- I^ I i I f 1 1 11 1 1 I I 1 1 r_ a +.. i If L------------------------------------------J it 1 1 I I I I � � 1 11 ii - �_.=_.�=J3L�_ .-�:`�.�tS.�.:"_______�f_____ EXT'G WDW.EXT'G WDW. EXt'G WDW.EXT'G WDW. LEGEND SECOND FLOOR DEMO PLAN ® EXISTING WALL ® NEW WALL r__-----' ITEMS TO REMOVE I. DATE: JAN. 3, 2019 SCALE: CondoniEngineering , . C . 1 „ - „REVISIONS. 4 - -Q 1755 Sigsbee Road KORI REALTY LLC DWG. No. R. "attituck, NY 11952 2150 NASSAU POINT RD. CUTCHOGUE, NY 11935 200 .02 Foundation Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the Engineer prior to construction. 1 -All concrete 4,000 psi after 28 days minimum. 2 -All rebar ASTM A-615 Grade 60. 3 - Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed a minimum of 3' below grade unless indicated otherwise. 4 -All snap off form ties are to be removed and remaining openings are to be sealed/grouted. 5 -The foundation contractor shall coordinate with the plumbing and electrical contractors relative to installation of sleeves and other penetrations prior to pouring concrete. 6 - Install isolation joints along foundation walls and at column and other floor penetrations. --------------------7----------7 7 -,Installed contraction joints in the cellar floor slab eve 18' ° ° " ° ° I minimum. -----------------I I Ir---- I 1 I I 8 - Foundation excavation is not to be back filled prior to the I ° I 1 ° installation of the floor framing. I I ° I 1 1 1 1 9 - Backfill along foundation walls is to be clean material and is to I I n be mechanically compacted in 6" lifts to 95% of maximum dry I I 1 density. I I I I 1 1 1 I 1 ° L________ 10- Follow cold weather(concrete treatment relative to add ------ ------------- ----- mixtures in accordance with ACI 212.3R. Use Air-Entraining admixtures per ASTM C260, AASHTO M154 or Water Reducing ------------------ 1 I NEW 3"STEEL -1 I and Set-Controlling Admixtures per ASTM C494, AASHTO M 194 I I COLUMN , 1 I only. Do not use Calcium Chloride or other corrosive type 1 "' W/1xVx10 1 I I I I ' I I 1 I I P.C. FOOTING ° I admixtures El I EXISTING P.C.SLAB I I ENV N0.5 REBAR I XISTINIG P.C. FOUNDATION WALL I 14"O.C.ENV ' °° I � I I r , 212"X 1 Or , 1 NEW 3"STEEL( --- ---, ` I I I COLUMN L J L J I I I TxTx12" 1 1 W/1'x 1'x 10" SISTER FLOOR JOISTS I I I a I P.C.FOOTING I TO CLOSE EXISTING STAIRCASE x �? I I P.C.FOOTING ill O I I I IE/W NO.5 REBAR I EXISTING NEW I ENV N0.5 REBAR � c7 � I I I 1 14"O.C.E/W - p�- ___,__,__, Z TOP OF FOUDATION 14"O.C.E/W I I �1 ----- r i 1 I I ( L -J EXISTING P.C.SLAB X I I 4 NEW 3"STEEL , ; ; i w GRADE 1 ° I COLUMN { I I NEWCONCRETE I I I W/2'x 2'x 10" *.__� ; I FOUNDATION WALL I ° I P.C. FOOTING _ EXISTING CONCRETE b II I I ° I ENV N0.5 REBAR f--_____ ___i I —� I I FOUNDATION WALL 14"O.C.E/W (-----------z 1 1 I I I I i '•0" -----------------------------------------J ��;--� r--- _ I 1 ° XTIG C312-xx 1 I I -_1 _=____L__a EXISTING{3)2"x 10"GIRDER _ I 1 _—EXISTING�3L x 10"GIRDER I I I EIRDER � - f-------- ---i $�---- ------ ---------- --------- --------- -J I 1 --- I I I r I , L_ —J L_ —J NEW#5 STEEL (2)2 x 10" --- I REINFORCING RODS NEW 3"STEEL _ _COLUMN O ' - - LA I @12"O.C.VERTICALLY W/3'x3'x12" C.O.NP.C.FOOTING I S.DI I ENV NO.5 REBAR14"O.C.ENV I , 1II I DD NEW(3)2"x 10'u j i r-- , - I I ' TO EXISTING jt o I o -'la I I ' I I STAIRCASE OPENING Jif x cU 1 �— COMPACTED —� x �j N u: l I I N LL NEW 3" STEEL COLUMN N O I POROUS FILL ° N p (nLo I CI] I M 6 W/3'x 31'x 12" O I 11 I , , I 1;: C.FOOTING Z I I I Z Low I LA �" ENV NO..5 REBAR 1 FOUNDATION CONNECTION DETAIL I H @) �I� L--�--J - I - I I 14"O.C. ENV X I 1 I I T ,w , of of o Iw w N.T.S I I w v' �' xl xl xI v' I I I �LL I ^I cVI C141 NI I 1 1\—P LA I i ' PLA I ° I I I I EXISTING I2 2"x8"GIRDER i t I _—_� r-------------- ---------------- ------------ -------------------f ------ �� -�Z- +- ------- �-$- ----} - - ----I- ° 1 ---- I I I I I--- ------------ - - I 1 1 1 i EXISTING MASONRY STOOP I i 1 � 1 1 1 I L--------------- ------------ -————————— ---------- --- ----- ---J �4"P.C.SLAB i I n ° n 1 f' UPON4"CRUSHED STONE 1 ` ° 1 FINISHED WITH MASONRY PAVERS ------------------------ •1•,. 1 ° ° IL----- --------- -------------------- _ PLA=POINT LOAD ABOVE �O I _ •. L------------------------------------------- -------------- --29'-71, NEW 8"P.C.FOUNDATION WALL 3'-0"MIN.WITH 12"x 18"CONT.FOOTING FOUNDATION PLAN I DATE: JAN. 3, 2019 SCALE: Condon Engineering , . C . 1„ _ ,REVISIONS. - � -Q 4 KORI REALTY LLC 1755 Sigsbee Road DWG. No. - Mattituck, NY 11952 2150 NASSAU POINT RD. CUTCHOGUE, NY 11935 300.01 Framing Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. Wood Framing 1. All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following minimum specifications: Fb = 825 psi Fv= 95 psi Fc perp = 625 psi E = 1,600,000 psi 2. All Parallam (PSL) Lumber is to have the following minimum specifications: Fb =2,900 psi Fv = 290 psi Fc perp = 750 psi E = 2,000,000 psi 3. All Microllam (LVL) Lumber is to have the following minimum specifications: TW 2836 TW 2836 Fb = 2,600 psi –––– Fv =285 psi Fc perp = 750 psi o E = 1,900,000 psi co 0 4. All Glued Laminated Beams (GLB) aka Anthony Power Beam are to have the 0 o following minimum specifications: W -' c� Ci NM Fb = 3,000 psi < N W Fv= 300 psi °a 0 W Fc perp = 805 psi = w U) EXISTING TW 2032 TW 2032 TW 28210 TW 2852 TW 2852 E = 2,100,000 psi W 2 CAR GARAGE ° ° 'o N I DW I ih 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be o `h I I nailed/bolted in accordance with the manufacturer's specifications. RCO URED -- EXISTING(3)2"x 10"GIRDER _ I _ _ fig_ o ATHROOMJ 6. All TJIs are to be installed in accordance with the manufacturer's specifications and W/0.375 FP BOLTED TO +—�—+-- , _ ° 8'-2" 00 coN13' -�/ 14'-s" shall include squash blocking and web stiffeners at bearing points on girders and EACH SIDE OF BEAM other load bearing areas. 0O ---- W 0 NEW 3"STEEL COLUMN _o � 7. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless W EXISTING 2668 0 W1 Tx Tx 12" R MODE ED -" o I o steel. Designated connectors, strap etc. on these drawings are made by Simpson BATHROOM EXISTING - e unless indicated otherwise. All connectoirs, straps etc. are to be nailed/bolted in -; C.FOOTING /-------3'-2" -- iv ID �+ ENV NO.5 REBAR O O ITCHE z `° i i accordance with the manufacturer's specifications. p U 14"O.C. ENV DINING ROOM x LL)Q X O 3' N � O w z 8. All floor sheathing is to be 2Y32 inch AC type plywood, tongue and groove, with an UJ Ca APA span rating of 48/24. Floor sheathing shall be glued and screwed to the floor o I' M joists ( 6" O.C. edges and 12 " O.C. field ). !-4'-11" M EXISTING 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be M ------- I MASONRY PATIO nailed with 10d common nails 6" O.C. edges and 12"O.C. field. CLOSET ,i -2'-3"- —9'— -- --- m EXISTING HEADER_--_ 10.Solid blocking is to be installed every 8' max or mid span of all floor joists with 0"I ----- ----- ----------------- --- spans exceeding I toss =: 2)2"x 1-FL HDR'X I' 11.Double joists are to be installed below parallel walls. ~'CL-OSE CLOSET CLO. LL �I N � IN �i V POST T�GIRDER ON , M SECON I FLOOR I 0 Ci 12.Blocking is to be installed at all point load bearing points. LA (2)2068 (2)2068 N m al O , Ii J1 2668 (D N c.o./ �� 13.Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated i > S.D ti J J a W �� PLA u I� a otherwise. U_ - 1 I �I U_ "' 'U_ N w 14.All bolts nuts and washers are to be hot(dipped galvanized. _J 1 J d _J NII I J too O "' (2)2"xs"H R. ,�.--FOYER INLL n�, pli I� � XC� S.D. -- °, o � r,� EXISTING 1� � � � Steel Notes x' �" " X v1� LIVING ROOM I x in � m 2sss 1 LO � �n = Z N I o lx// I LA PLA OST TO FLUSH HEADER N CLO. 1.- � wI__ __ All steel is to be ASTM Specification A-992-50 � _ i PLA c N ' 'N w N I J -� 3.5"x 9.25"PSL i '--- (2)2"x 10" I ' ,�ILA , 3.5"x9 5"PSL N / I LA o * All Tube Steel ASTM A500-GR-46 I All bolted connections are to be made with A-325 bolts. N E FISTING EXISTING o I, 21 7 ,. All welded connections are to be done by a certified welder and conform to N o BEDROOM o BEDROOM M I I ' X O C ' I I AWS and AISC standards. X C14I N `O `V -I ' ----- (3) 1.75"x 11.875 LVL ----- los, E/W(2)0.5 F.P. ,opo * All weld joints are to use E70XX electrodes. x x ––––––– ----- – `� LU w ,- 4450 4450 Steel is to be cleaned and shop prime with one coat TNEMEC 37-77 W Chem - I IN x ZO CUSTOM BAY WINDOW Z Prime at 2.0 -3.0 MDF. (2)1.75"x 45 LVL HDR. IN P SIZES TO DETERMINED IN r~ ,N w BY BUILDER ;N TW 2852 TW 2852 TW 2852 TW 2��2w * Y"web stiffeners are to be installed at all oint load bearin � U) p g points and over all I0w I0 w Y2 supports. 0 O w , 12 i;E n �__—__—__—__ __—__—__L__ __—__—__—__ —__ __ * All columns are to be bolted to steel girders with Y2' bolts and to wood girders (3)2 x 8" (3)2"x 8 (3)2"x 8" -- (3)2"x 8" with Y2" lag bolts. PLA=POINT LOAD ABOVE M * All girder splices are to be made above columns. W ------------------------------ ---29'-7"------ PROPOSED FIRST FLOOR PLAN LEGEND �� ., °� ,•� ��.� ' �� , ref✓,^`z -F-•, ® EXISTING WALL ® NEW WALL -----, ITEMS TO REMOVE DATE: JAN. 3, 2019 SCALE: Condon1 „ _ „REVISIONS: 4 — -Q 1755 Sigsbee Road KORI REALTY LLC DWG. No. Mattituck, NY 11952 2150 NASSAU POINT RD. CUTCHOGUE, NY 11935 300.02 .00 ,o ----- ------ oll'-3'/-------- ---- --------------14'-3"----------------------------------------------000, ----------- --------------- ------------------ ------------9'2" ------ ---------------/------------------------------------ --------------------------- ------------------- 4'-2" 00, TW 2032 all STORAGE AR 6 < TW2032 TW 032 TW2032 TW2032 T- 668 1/1"o, I - -- ------ - ------------ CLO. T cq JL) LO. CLO. oC" -- w x x LAUNDRY w co co co 00 00 0 l (D (0 (0 (0 8'-3"- LL- N co CD w 2'-2" ------------------------- 0 N 04 BATHROOM ---6'-7 0 co WALK-IN MASTER - -- --- ------------ T C 2)2 x 10 HDR. N -�(j cl) CLOSET BATHROOM Li 0 0 c\j I = d 0 c) z Lir, i N 00 LO D 0 S.D 0 C.O./ cl) co c; (D 04 BEDROOM C, --------- --------------- ---------- 1 co X 2)2"x-W HDR.. 0 (2)2"x 10"HDR. (2)2"x 10"HDR. 0 iv S.D. -- -- --- - - ----- cli LO CC) C x 2668 C14 ------------------------- T zo i lou 5- 9'-6" - 21-5" - ------------------------ ..........------------N 7x JULIET BALCONY x 2668 W/T-O"MIN. 04 S 2668 D. /—GUARD RAIL POST TO RID c\l C14 1 J- c C-4 LO S.D. 00 -2"-x.12' RIDGE BEAM X 2"x 12"RIDGE BEAM 2668 2"x 12"RIDGE BEAM 0 04 N LO cl x �x POST TO GIRDER x cli OST TO RIDGE cV (3)1.75"x 11.875 LVL 04 C'4 cv MASTER 04 E/W(2)0.5 F.P. ci FLUSH GIRDER OST TO GIRDER BEDROOM 66 1%OST TO RIDGE CO co BEDROOM x — SITTING AREA (0 -i N ci o N (3)1.75"x 11.875 LVL b 0 POST TO RIDGE = -um) C.— E/W(2)0.5 F.P. 0 EO N I 1 0) co co I WALK-IN 7; xi ----------CN =x — ZN C-4 CLOSET 1 CV v -------i v cl, '-8,o (2)2"x 10" DR. (2)21,x 10"HDR. (2)V'x 10" R. 0"FLUSH HEADER x 10"FLUSH HEADER AX 31 AXW31 AX 31 C) UNDER ROOF EAVE UNDER ROOF EAVE 00 2"x10"C.J. 2"x10"C.J. @ 16"O.C. @ 16"O.C. I --------------- ---- --------------- --------------- TW2852 TW2852 TW2852 TW2852 7'-6" ---------5' -T-1 0"— 61-101, F3.-1 01, T-10 7'-6"— J* 00 00 PROPOSED SECOND FLOOR PLAN_ a l A LEGEND EXISTING WALL NEW WALL ITEMS TO REMOVE L-------i DATE: JAN. 3, 2019 SCALE: REVISIONS: Condon Engineelming , P . C . 111 - 11-011 4 - KORI REALTY LLC 1755 Sigsbee Road DWG. NO. Mattituck, NY 11952 2150 NASSAU POINT RD. CUTCHOGUE, NY 11935 300.03 0 0 RAFTER ( TOP PLATE 2"x 10"R.R. 2"x 10"R.R. @ 16"O.C. @ 16"O.C. Simpson LSTA30 Ridge trap at each Rafter OR HEADER Simpson MTS30 Rafter Strap I 2at each Rafter Tail°X 1 "R.R. RAFTER s LAT OP P @ 16'O.C. 12"x 10"R.R� CO 1 1 "O.C. STUD W Simpson H2A Hurricane Ties N �Q` at each Rafter Tail I I I I � O O � O Bio J a�\ ciao,X@ =X X@ L � V N N N _ O O Xa NSI _ o o � x STU 11 N eU PLATEOM xA,, �' 2 x 4"R.R. 2"x 4"R. I RIM JOIST 2"x 12"RIDGE BEAM 16"O.C. 216"O. 2"x 12"RIDGE BEAM PLAT Simpson ST22 Strap Of 8 Ci 3 1.75"x 11.875 LVL I Typical 2nd Floor m EM(2)0.5 F.P. o ��,��/ Strapping Detail aa11 �P �, X � X � �P x�` NTS V N �J� ��G CN V �- (V LUco W ILL w I ❑ ❑ I I N I I N I I 2"x 10"R.R. N 2"x 10"R.R. \1 2"x 10"R.R. N 2"x 10"R.R. @ 16"O.C. @ 16"O.C. - @ 16"O.C. @ 16"O.C. SIMPSON LST36 STRA O � I I I SIMPSO CIA @ STRAP -- � Simpson BP J Typical Wall and Sill Strapping Detail ... STRAPPING DETAILS N.T.S PROPOSED ROOF FRAMING PLAN Zli DATE: JAN. 3, 2019 SCALE: REVISIONS: Condon Ena" ineerinw- 111 _ io f_ fl 4 1755 Sigsbee Road KORI REALTY LLC DWG. No. IVlattituck, NY 11952 2150 NASSAU POINT RD. CUTCHOGUE, NY 11935 300.04 Ll ❑ ❑ ❑ 4"PLYWOO _ ; 1.. �t�lY� BENDABLE PLYWOO 11.11ULI 1_..J.�,.il_; `' 2"x 10"ROOF RAFTER 2"x 4"BLOCKIN - i 117 I! J l -1 A- - - - 1__. I1' 1:1'' _ _Li.,i _ G- 11! ., i1 .i t ! 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' BATHROOM 2' 6"T.W.CEDAR 1 2• 4"PLYWOOD SHEATHING LAV. r LAV. � SINK i� W.C. 2" 2"x6"STUD WASHER W.C. z^ A R-21 BATT. INSULATION H �,�,E TUB it J l l` EXISTING 2"x 10"FLOOR JOISTS 3. 3 2' ,. SITTING AREA t " Jl J -!_ I __ _l. KITCHEN BATHROOM " !T_. l.__.i 1!_' BATHROOM ILIL i" FRESH AIR VENT 2• EXISTING WALL LAV + iNz 6"T.W.CEDAR 4• W.C. 2 DISH WASHER 4"PLYWOOD SHEATHING \�� sHowER 2"x4"STUD 3 2° EXISTING INSULATION 3 C.0. 5' TO APPROVED SEPTIC C� SYSTEM HOUSE TRAP "RECONFIGURED EXISTING BEDROOM BATHROOM ❑ PLUMBING RISER J N.T.S ' I\—EXISTING(3)2"x 10"GIRDER EXISTING(2)2"x 8"GIRDER-----/ NEW 3"STEEL COLUMN W/TxTx 12" C.FOOTING E/W NO.5 REBAR 14"O.C.E/W NEW ROOF ASPHALT ROOF PROPOSED SECTION A VAPOR BARRIER W/ 2"x 10"CEILING JOIST CE AND WATER SHIELD R-30 BATT. INSULATIO 4"PLYWOOD PLASTERBOARD 2"x10"ROOF RAFTER R-49 FOAM INSULATION I � _ J J-1 _ ATTIC NEW WALL t.L_ -!_!";_,' I'---sJ_ � �—L- _11_1 6"T.W.CEDAR I,.�! L l I iJ ' [.... L Jlii `i LJ:J 4"PLYWOOD SHEATHING J;"I�. i L '' �LI l' 2"x6"STUD R-21 BATT.INSULATION _l�__1' J._JL.:.LJ _. il JJ i JL__JIi.! : _ l PLASTERBOARD 11 11 IL!_1__,_;!� I I I. I. II `" XISTING 2"x 10"FLOOR JOISTS 2"x 12"ROOF RAFTER CUSTOM NOTCHED BOLTED W/a' BOLTS STAGGED 12"O.C. �� MASTER BEDROOM CID EXISTING WALL 6"T.W.CEDAR 4"PLYWOOD SHEATHING I y'. ! i�;l 2"x4"STUD YtL. _ l �_ EXISTING INSULATION x �L_J;_lT.l�.l� : - ll1_ LIVING ROOM DINING ROOM 11.: -�L-i a ._ L,Ll ..IL:! EXISTING BASEMENT 7!7 PROPOSED SECTION B w DATE: JAN. 3, 2019 SCALE: REVISIONS: Condon Engineering , .C . 111 - 1f_0 it 4 1755 Sigsbee Road KORI REALTY LLC DwG. No. iVilattituck, Nl( 11952 2150 NASSAU POINT RD. CUTCHOGUE, NY 11935 400.03 RIDGE VENT LOOKOUT FRAMING EACH WINDOW TO RECEIVE(1)7116" SIMPSON CS20 x 24" RIDGE BOARD THICK x SIZE OF WINDOW PLUS 4" STRAP ON EACH RAFTER SIMPSON H2.5A ON COLLAR TIE EA.SIDE CDX PLYWOOD ROOF SHEATHING TO BE NAILED T O.C.ON ALL GABLE EACH OUTRIGGER MMON o 513116" ENDS,EDGES AND FIELD w/8d CBLOCKING OCOK NG 4I LS (2)ROWS OF 8d NAILS O.C.FOR(3)BAYS ON ALL GABLE ENDS 3"O.C.STAGGERED ICE SHEILD UNDERLAYMENT REQUIRED ROOF RAFTER ° MINIMUM 2'-0"WIDE OVER LIVING SPACE INSTALL SIMPSON CS20 x 36"ON SHEATHING TO EVERY OTHER OVER OPENING WI(18)8d NAILS OVERLAP TOP PLATE o ° Crr (10)10D NAILS @EACH END(TYPICAL) VVIE TH UDOUBLE RAFTER APA RATED PLYWOOD TO EXTEND RIM JOIST TOP PLATE ° ° ° 6rr 8r- �� M SP N TO TOP OF TOP PLATE WI(2)ROWS OF 8d NAILS 3"O.C.STAGGERED o ° SOFFIT VENT TOP PLATE o ° , SIMPSON H2A o HURRICANE CLIP ON EACH RAFTER HEADER ° SIMPSON CS20 x 36'@ SIDES OF INSTALL SIMPSON CS20 x 24"EACH OPENING FROM JACK STUD TO PLATE 0 DOOR OR SIDE OF OPENING WI(9)8d NAILS o JOIST w 9 Bd NAIL IDE EACH WINDOW AREAS HEADER o ° ° ° o SHEATHING TO BE NAILED @ I BASE PLATE JACK STUDS o 4"O.C.,EDGES AND FIELD. HEADER FASCIA BOARD _ o ° ac DOUBLE TOP 0 0 PLATE STUD ° (2)ROW OF 8d NAILS WALL STUDS @16"O.C. ° 3"O.C.dTAGGERED 0 SHEATHING o STRAPPING FLOwl(9)8d NAILS EACH SIDE 513116" &6 ION FIELD W/8d COMMON NAILD NAILED 4*ON S PLYWOOD PLYWOOD SHEATHING TO COVER RIM JOIST& ��GABLE OVERHANG DETAIL NAILS AT BOTTOM OF HEADER @ 3"O.C. PROVIDE#8 WOOD SCREWS @ 12'O.C. FLOOR JOIST SILL PLATES,ABOVE&BELOW AND NAILED wl NAILS AT TOP OF HEADER @ 3"O.C. AROUND PERIMETER OF WINDOW (2)ROWS OF 8d NAILS 3"O.C.OR PLYWOOD NAILS AT TOP PLATE(2)ROWS @ 3"O.C.STAGGERED SHEATHING CAN BUTT TOGETHER( A"SPACE) WI(2)ROWS OF 8D NAILS 3"O.C. 1 CS STRAPS AT OPENINGSCYN SHEATHING NAILING AT OPENINGS HURRICANE SHUTTER DETAIL DOUBLE TOP PLATE 3 N.T.S .TN.T.S NAILING SCHEDULE(WOOD FRAME CONSTRUCTION MANUAL 2015,PAGES 149 AND 193 Joint Description Number of nails Nail Spacing Koot Framing Rafter to top plate(Toe Nailed) 3-8d Per Rafter 2 x 6 STUD WALL PLYWOOD SHEATHING Ceiling Joist to top plate(Toe Nailed) 3-8d Per joist Ceiling Joist to Parallel Rafter(Face Nailed) 6-16d Each lap Ceiling Joist Laps over Partitions(Face Nailed) 6-16d Each lap Collar Tie to Rafter(Face Nailed) 3-8d Per Tie BLOCKING IN WALLS OVER 8'-0" SIMPSON CS20 x 36"METAL STRAP @ 16"O.C.&AT Blocking to Rafter(Toe Nailed) 3-8dEach end BOTH SIDES OF EXTERIOR DOORS.WRAP AROUND SILL Rim Board to rafter(End Nailed) 2-16d Each end PLATE.USE(4)NAILS INTO SILL PLATE ON INSIDE EDGE. ANCHOR BOLT ON INSIDE EDGE OF PLATE AND(9)8d Wall Framing NAILS INTO STUDS AND BOX BEAM. Top Plate to Top Plate(Face Nailed) 2-16d Per Foot Top Plate at Intersections(Face Nailed) 4.164 Joints ea.Side Stud to Stud(Face nailed) 2-16d 24"o.c. NAIL SHEATHING TO SILL PLATE Header to Header(Face Nailed) 16d 16"o.c.along edges USING(2)ROWS OF 8d NAILS @ 3"O.C. STAGGERED Top of Bottom Plate to Stud(end Nailed) 2-16d Per 2x4 Stud 3-16d Per 2x6 Stud O O FLOOR JOIST (1)2 x 6 TREATED SILL PLATES 4.164 Per 2x8 Stud OO TERMITE SHIELD AND SILL SEAL . Bottom Platc to Floor joist,Band Joist,End Joist,or Blocking(Face Nailed) 2-16d 'z Per Foot BLOCKING _III—I _ Floor Framing O O I= I—I I Joist to Sill,'op Plate or Girder(Toe Nailed) 4-8d Per Joist Bridging to Jbis t(Toe Nailed) 2-8d Each End (2)95 REBAR CONTINUOUS ...° I I—III—I —_ �'DIA.x 12"A.B.@ 32"O.C. Blocking to Joist(Toe Na!led) 2-8d Each End I—III—III— +IT FROM EACH CORNER Blocking to Sill or Top Plate(Toe Nailed) 3.164 each block IDGE W/3"x3"x /6"WASHER III—III— HOT DIPPED GALVANIZED Ledger Striplo Beam(Face Nailed) 3-16d each joist —I OR STAINLESS STEEL Joist on Leger to Beam(Toe Nailed) 3.8d perjoist Band Joist to Joist(End Nailed) 3.164 per joist I II 0 I 0 Band Joist to Sill or Top Plate(Toe Nailed) 2-16d per foot Root O I O I O O O I O '•° Structural Panels Sheathing 8d Diagonal Board Sheathing 3"Edge/4"Field 7 BUILDING CROSS SECTION 1"A"or 1"x8" 2-8d Per support p O I OON.T.S 1"x10"or Wider 3-8d Per Support - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - SIMPSON POST ANCHOR ABU44eling ea Ing I I — Gypsum Wallboard 5d coolers 7"Edge 110"Field I I 10 I 20 O 5 POST ANCHOR a ea Ing O Structural Panels 8d 3"Edge 14'Field O I I N.T.S Fiberboard Panels 3 I I 7/16" 6d 3"Edge 16"Field 25/32" 8d 3"Edge 16"Field — — — — — — — — — — — — — — O O I O I O O Gypsum Wallboard 5d coollers 7"Edge 110"Field HardBoard 8d 6"Edge 112"Field RIDGE IDGE Particleboard Panels 8d 6"Edge 112"Field SIMPSON SPH4 Diagonal Board Sheathing STRAP 1"x6"ort"x8" 2-8d persupport — — 1"x10"or wider 3-8d persupport 0— — — — (D _O _I_ — SIMPSON LSTA9 Floor Sheathing O O O O O I O O O I O STRAP Structural Panels I I V or less 8d 3"Edge 14"Field greater than 1" 10d 3"Edge 14"Field I Q Q I I 0 0 ( Diagonal Board Sheathing D I Q I I D © (D I 0 I (D �" 1"xo"Ar i 3-8d"x8 persupport I I I I I 6X6 STUD MINIMUM persupport - - - - - � - - - - F- -- — — — — — — — — — — — — — - - - - r— - - -I- - **ROOFSHINGLES: OO i 10 I OO OO I O O OO I OO O O I O o Typical Window and Door FASTNERS FOR ALL ROOF SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM Header Strapping Detail OR COPPER ROOFING NAILS MIN.OF 12 GAUGE SHANK WITH A MIN.OF 318"HEAD ATMF1667 OF A Each Corner LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MIN.OF 314"INTO THE ROOF IDGE --RIDGE SHEATHING,WHERE THE ROOF SHEATHING IS LESS THAN 314"THICK THE FASTNER SHALL PENETRATE THROUGH THE ROOF SHEATHING R905,26: ASPHALT ROOF SHINGLES SHALL HAVE A MINIMUM OF 6 FASTNERS PER SHINGLE. a TYP.WINDOW&DOOR STRAPPING ZONE 1 ZONE 2 ZONE 3 N.T.S TOWN OF SOUTHOLD FIELD s°oc 1r'oc 4"oc TABLE R301.2(l) `R.( P='EF CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ,• �.; .. PANEL EDGES 6"OC 6"OC 4"OC GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM Ira +1`"a ";_'�• �q�' 'A_ , NAILING REQUIREMENTS FOR 140 MPH,3 SEC.PEAK GUST, — WINTER ICE SHIELD FLOOD ..,t'�, , , ^• {. �,,, �'ROOF SHEATHING WITH 8D COMMON NAILS OR 10D BOX NAILS SNOW SPEED DESIGN WEATHERING FROST LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD MPH) CATEGORY DEPTH TEMP. REQUIRED A 20 PSF 140 B SEVERE 3-0' M-H S-M 11 YES NONE "+• � ."€ n —M—' 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE AND DESIGN CRITERIA BEING USED: 2016 UNIFORM NEW YORK STATE CODE SUPPLEMENT DATE: 4 ROOF SHEATHING NAILING DETAIL 6 HDU11-HOEDOWN JAN. 3, 2019 N.T.S N.T.S SCALE: REVISIONS. —Q„ Condon Envineering , .C . 111 — 4 1755 Sigsbee Road • KORI REALTY LLC DWG. No. il�attituck, NY 11952 2150 NASSAU POINT RD. CUTCHOGUE, NY 11935 600.01