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�o��g11FFUL,y'Cp�, Town of Southold 3/8/2023 a Gy< P.O.Box 1179 o W 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43906 Date: 3/8/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2400 Westphalia Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 114.-7-10.10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/15/2019 pursuant to which Building Permit No. 46941 dated 10/7/2021 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: single family dwelling with one bedroom, conditioned unfinished attic space and six car garage under as applied for. The certificate is issued to MLEB Family Partnership LP of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0124 5/27/202 ELECTRICAL CERTIFICATE NO. 46941 7/14/2022 PLUMBERS.CERTIFICATION DATED 2/8/2023 .1Southhhi&ePlutfNng&Hea n Inc UV Auti ed S' afore TOWN OF SOUTHOLD tisuFFot,r�o �y BUILDING DEPARTMENT y 2 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46941 Date: 10/7/2021 Permission is hereby granted to: MLEB Family Partnership LP PO BOX 6 Franklin Square, NY 11010 To: Construct single-family dwelling as applied for per SCHD approval. Replaces BP#43413 1 At premises located at: 2400 Westphalia Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 114.-7-10.10 Pursuant to application dated 10/7/2021 and approved by the Building Inspector. To expire on 4/8/2023. Fees: PERMIT RENEWAL $909.60 Total: $909.60 Building Inspector TOWN OF SOUTHOLD �gaFEnck° BUILDING DEPARTMENT �O Gym Co a TOWN CLERK'S OFFICE oy • 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#: 43413 Date: 1/23/2019 Permission is hereby granted to: MLEB Family Partnership LP PO BOX 6 Franklin Square, NY 11010 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 2400 Westphalia Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 114.4-10.10 Pursuant to application dated 1/15/2019 and approved by the Building Inspector. To expire on 7/24/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,769.20 CO -NEW DWELLING $50.00 Total: $1,819.20 Buildi Ins or 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 S. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. Of — New Construction: Old or Pre-existing Building: ��/�(check one) Location of Property: h4cp LOC snm� r► Y4C1�® 1/ (V-TT%G 1K.f--j �7 • �� House No. Street Hamlet Owner or Owners of Property: m,ueo �f1�+'t tiL`f �r�R-'c N t(�, Lf, Suffolk County Tax Map No 1000, Section BlockLot �- Subdivision Filed Map. Loon: Permit No. Date of Permit. Applicant: L�WtZOry e)1,,,,S, G FTi(za_ra Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: f/ (check one) Fee Submitted: $ �- Applicant Signa r OF SOUryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(a-town.southold.ny.us Southold,NY 11971-0959 co BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: MLEB Family Partnership LP Address: 2400 Westphalia Rd city:Mattituck st: NY zip: 11952 Building Permit#: 46941 Section: 114 Block: 7 Lot: 10.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MRJ Industries License No: 41853ME SITE DETAILS Office Use Only Residential X Indoor X Basement 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 40 Ceiling Fixtures Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 13 Smoke Detectors 2 Main Panel 100A A/C Condenser 1 Single Recpt Recessed Fixtures 19 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt G2S V LED6 Time Clocks Disconnect 2 Switches 24 Z LED 2 Exit Fixtures FPump Other Equipment: Fridge, Oven, DW, Micro, In Wall Heater- 1 Notes: Six Car Garage w/ Living Space Above Inspector Signature: Date: July 14, 2022 S.Devlin-Cert Electrical Compliance Form X.:X.:........................... ............ .......... s. �UOH-AM .......... .......... ................ ........... .. ........ ................ DEP. BUILD .......... .... ............ ................. F 0 .. .. .. ...... .............. .............. . . ..... .... . . . ..... ........... . ............... . ....... .. ... ..... ...................... ....... ........... . .... ..... ........ ..... . ......... ....... .... .......... ...................... .......... ... ................... ..... . .... .......... ........... .......... .......... ............ .......... ........ .............. ............ ........... ... .... ... ....... ............. ............. ........ ..... .... .. ... ..................... .............. . ........... ....... ..... t . .............. r. ....... ... ul .......... .............. .......... ........ ...................... ................... r It plum ............... .......... ............ ...... .......... dth j Y..�§Y;s"0 r. .. ........ .......... ...... ................ ..................... ............. .......... ............ ........... ....... ... re:me, w M, .......... ... ............. .... . .. ..... ...... ... .. ........ .......... ....... ............. ............ ..... ....... ............ . ........... ...... ....... .. ..................... / (� OF SOUTyo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST A/P [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: A� t �P DATE INSPECTOR a0P SOGTh, h�� OHO * f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ NDATION 2ND [ ] INSULATION/CAULKING jI A /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- [" ] FIRE RESISTANT CONSTRUCTION- [ ]°-FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE [ f-Y41 INSPECTOR 4� g SOUtyolo 2-.H co v v �T # TOWN OF SOUTHOLDD-BUILDING DEPT. °`y�nmm 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION-2ND : [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION 4 GKr [ ] PRE C/O REMARKS: -A 6� C) DATE I INSPECTOR o�a0f SO//lyO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON [ ] FOUNDATION IST [ GH PL13G. [ ] 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: Irl &tk YV4A,%r� I Pic Y1llk I-) ov t ift _6 rmul ty, 214;�b U& Pv n coon (Alow MhN orw, com i vdvac _MA s3v DATE D q INSPECTOR 5o(/Ty — - * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1 ST [ UGH PL13G. [ ] _FOUNDATION 2ND [ INSU LKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O n ARKS: �"vv_/ 1 v' Y 3 �N IA/ 040, MMLL K , ^,JWA, CAN V DATE INSPECTOR OF SOUJyO } # TOWN OF SOUTHOLD BUILDING DEPT.- . cou765-1802 = INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL �3� [ ] FIREPLACE&CHIMNEY [ ]' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: ..b. ig - R 29W 01/ 4404wo\e- q.-4vkdl V, qL61 Z- . ew 4v • Sou (M ►017 wom e, M s Ca ch wee - Dc3 c�'� VA4.,00-O S �� - yttC._ Coa-1 Q�� DATE INSPECTOR SOUIyO V q o 0 �W)/y = f # TOWN OFLl OUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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: Q _rpm ! G DATE INSPECTOR 0ES0Ulyolo ls/� I �� LieEPLT7 G( TOWN OF SOUTHOLD .BUILD . couto 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]] RENTAL REMARKS: Anx/ 6-1 60v-C"4121,ne ve DATE / /V 12U- INSPECTOR H ( MEEVER tGitII IUI IS S0LUT1. 0NS FEB 092023 CONSERVATION THROUGH EFFICIENCY BL9IWINGUEPT SOWN OFSOUTHOLD 187 East Main Street,.Huntington,NY 11743. 0: (631) 673-0664• F: (631)-547-8446 •gdlamay3@gmail.com Date: September 15, 2022 Version: NYS 2020 Energy Code To: Eastbay Builders, Inc. Asir Infiltration (Blower Door Test): This test will tell us how effective the thermal boundary is: We will be able to pin-point leaks in the thermal envelope and address any problems, if any are found. Our software provides us with a target CFM (Cubic Feet per Minute) you must be equal to or lower than in order to pass. Testing Proposed Fee Service: Pricing: Fee: Blower Door Test: Flat Fee $1,000.00 Estimated Total Balance: $1,000.00 Any additional site visits and/or tests that are due to system non-compliance will result inanadditional fee of$400 each. Additional.hours spent per technician is$100/hr. �• xfen�r Print Name: Glenn LaMay, VP Ir Project Address: 2400 Westphalia Road, Mattituck, NY 11952 Home Energy Solutions, Inc. Date: Date: September 15, 2022 ~Builders are responsible to contact our office & schedule required testing & inspections- Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 2400 Westphalia Road,Mattituck NY 11952 Test Date - 9/20/2022 Building Permit#: 43413 Compliance Pathway Performance Test Completed by : Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE 187 East Main Street ICC M Huntington,NY-11743 BI I FEB 0 91023 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume ❑Conditioned Basement Basement ❑Conditioned Crawl Space 15t 169 2362 Sealed Attic 2nd 2130 40269 *The conditioned floor area of dwelling is calculated in 3rd "Cance with ANSI 2765,except that conditioned floor Attic 4314 area i cludes areas where the ceiling height is less than 5 Total Volume 46945 ft. CFM @50 pa 835 Air changes/hr@50 .1.07 C Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Duct Location Floor Area Leakage CFM @ 25paCFM/100 ftz CFA Code Compliance: System-2: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: System-3: Duct Location Floor Area�� Leakage CFM @ 25paCFIYV100 ftZ CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. 10 Zw� Signature: s';y Date: 9/20/2022 Christ p'WU Silvia,l 1oMeEn- erg Solutions F\R�QRoop�F z p 8 lDC31 5 Intumescent Coat 'i, ng Description DC315 is a single component,water based intumescent coating ,µFS,; tested to meet Building Code requirements for the fire protection of for Spray Polyurethane Foam (SPF). Tested and evaluated in the USA by UL and ICC-ES, and in Canada by ULC and CCMC. ,...._.-':-'- -- -- :' { DC315 is fully AC456 Compliant and satisfies the International %`%y " %'''' % :,,.:"` Building Code(IBC) International Residential Code (IRC), National Building Code of Canada (NBCC)and many other National and �% •r�„::;,,',-'.. y; ,,,';:,;,: International building codes. DC315 offers more tested systems to meet interior thermal and ignition barrier requirements AND DC315 has been tested as a � component of exterior wall systems in accordance with the NFPA 285 and meets IBC Section 2603.5 with various architectural cladding options. ` The Choice is clear, DC315 is the most tested and approved fire a.,, ,� protective coating for SPF insulation on the market today! ..........�lG DC315'rested Solutions for Spray Polyurethane Foam •More certified full scale alternative Thermal and Specifications: Ignition Barrier tests over SPF Finish: Flat •Code Compliance Evaluated by IAPMO ER-499 and Color: Ice Gray,Whice and Charcoal Black ICC-ESR 3702 for the USA market 18.3 g/t TVGC •Code Compliance Evaluated by CCMC#14036-R and V.O.C.: i8.d /l VOC Less Water ULC ER39793 for the Canadian market g •NFPA 285 Tested and Listed by UL File R40016 as a Volume Solids: 67% component of exterior wall systems with various Drying Time: To Touch: 1-2 hours architectural claddings at 77°F & 50% RFI recoat:4 to 8 hours -DC315 manufacturing facilities are 3rd party Listed and Inspected Type of Cure: Coalescence -Tested useful life,fire performance not compromised Flash Paint: None after 50 years. reducer/Meaner: Water -Topcoat for color,weather and moisture protection, Shelf Life: 18-24 months(unopened) tested full scale via NFPA 286 -ANSI 51 testing for incidental food contact Packaging: 5-&55-gatton containers •Passed CA-1350-qualifies DC315 as a low-emitting 5-gallon pail-58 tbs. material for LEEDS and Green Buildingstandards Shipping weight: 55-gallon drum-648 lbs. •Passed strict EPA—VOC and AQMD air emission requirements Application: Brush,roller,airless spray •No formaldehyde, RoHS "Single Coat Coverage”on walls and ceilings {�At Listed: Fite 81117 -Meets Life Safety Code NFPA 101 v, ,__..�,,,,rr,„r�„�,,,,,,•nr,,,:•,,,,r,,,,�„r,,,,,r rr- ,r , ..........,,,,�„�,,, ,,. . .._.._,,,,,,,,,,,,,r,r.,, ,...._.__,m,,,,,,,,,,,H-,,,,, ,,.....,,,,,,,,,,,.,,,,r,, ,„ ,,,__,,,,,,,,,�,_„_-m,_ / / r, y / o //a/ri;- / ,�aa,..' / rrg. /rrr,,,. �, ����•;;,-- ;'<"Ori //ri ri////.//%//,/%'rrrrr,.,: ,,,,,,- ,,.. //lir., r,,,....., %/roiv„<,. ///,rr,,.,, / r/rrrr,•.,.. %/ /ii,.rr„r,,,., i ”^r r'/%i/r v;,,, r%%% o%/r,r '/ r„",- r,/�i/cii�.. %;•r%/���0//////��i„- ,. ....v��/�,. „% /,,�/iii,,,, /hG/,"• ,,,, .,���/e/�aii-;,., /�ii��r/i�/i;/6.9/, ,/�/or-. 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''%OG// r��//i %%�r .r / ,r,,.i///////�� '.:'r"y✓/ �,', . �.irii/rr�y// e.,r- ,�i,%u. /G/%///%%//%//gar,�G'- . //rrorr/r/�.k' i.;,a ,/%ii///%%//, %a/ai>iai/i,�iir�/�' ./�a�iar.>r, r,. ia�i�.. ,,.� o�i;r •; �trio ;r ° � aiiiarii// r%/'arrs' i/ar%,;...:, r/ar",. ., . �//iirr •i //,1 i-p,;" / f...r ,,,,.,.,, ,,. ..,,..,,,. ,,,,.r.rrr .,..,....... ,,,,..........<.....✓<:..✓mara/r - .a:iadi/ " ,aft�... ' *FOR USA ONLY-View our online Testing Matrix fora complete list ofall foams 0C315has been tested and approved with amThermal mrIgnition barriers. International Building Cade F|mm Performance Requirements for SPF: The International Building Code(IBC)mandates that SPF be separated from the interior of the building by a 15-minute thermal barrier, or other approved covering. DC315 passed n*rtifiedNFPA 28$testing over all major bnondoandtypeoofnpenando|ooedueUnprayapp|iadpn|yunthanofoamo. Thia finished assembly testing, conducted by IAS certified testing facilities, complies with the requirements of 2012 IBC Section 8U3.1.2and Section 26O3.1O.. 2815IBC Section 2803.8and Section 8U3.1. Alternative Ignition Barrier Assemblies: DC315 meets the requirements for ignition barrier protection in unoccupied spaces mnper AC377,Appendix X. Exterior Wall Systems: DC315 has been tested as a component of exterior wall systems in accordance with the NFPA 285 and meets 2O15IBC Section 2603.5with various architectural cladding options. National Building Code of Canada: DC315 prevents flashover for 10 minutes for Combustible Construction or 20 minutes for Non-Combustible construction when tested to the CAN/ULC S-145 Standard. This testing has been shown to exceed the ` protection nfCAN/ULC S-124tested materials and meets the Intent ofNBC Section 3.1.5.12for the protection of foamed plastics. European Union: DC315 has been tested over both medium density and low-density spray polyurethane foam and provides an EN135O1- 1Fire Classification ofB-G2'DO. Australia and New Zealand: DC315 has been tested to the AUS ISO-9705 standard over spray polyurethane foam and meets Group 2 Classification. IS05660(part I and 2)tests confirm Group number classification as 1 which allows for the addition of the thermal barrier coating to upgrade the fire rating of the underlying spray foam. END USE APPLICATIONS: QC315iadesigned for interior conditioned spaces. It is the responsibility code and inspection authorities, architects,specifiers, contractors, installers or any end user of IFTI products to Contact IFTI to discuss their application to ensure it complies with manufacturers recommendations and meetstheir intended end use.The use oftopcoats, though not required to meet the fire rating, may be included as part of the overall system to address specific conditions required for the project and address use in specified conditions such as, but not limited to, exterior wall systems, cold storage, parking ' garages orhigh humidity environments. Testing ' USA Australia/New Zealand AUS USO 9785 ^ ASTM E84'Flame Spread 0Smoke 1O ~ AS/NZS 1530.3 m NFP42QG-Comp|ioowithAoce��noaCr|te/ioof|BC/|RC ` � " AS 5637.1 Group Classification 2 NZB[� ^ ASTM E278B-3U'minuieIgnition Resistant K�ataria| ' Group 27-S p 0FpA 28S-Exterior Wall System with various claddings , USO 5660 Parts and 2 Canada Physical Pmmpex�iesTesting ^ CAN8JLC S1D2'FSR OSDC 25 ~ AST�� OG22Flexibility, Mandrel Bend ° CAN/ULC 8101—uphn1 hrassembly rating ° ASTh0O4541Adhesion pull off strength ° CAN/ULC$7O5'1O-and 2U'minubetesting ^ ASTDUD4585Moisture resistance for 10Ohours ^ CAN/ULC S~145-2UMinute Rating " ASTNAO4587/ASTM G154Auue|oxetedWeather QUV1O0Ohours European Union ° &8TKO O3359Tape Adhesion • BS 476 Part &7 " ASTK8D2486Scrub Resistance • BS EN ISO 11925-2 ~ AGTK8E881Durability, Impact,Concentrated • EN 13823 load " EN 13501 C|eaaificaUonB-S2-d0 ` 1114,740,110 MLEB Family Partnership LP - 2400 Westphalia,Rd Matfituck NY 11952 General ;Appls t2)Permits(2' Cerisf, Planning(0) Applicat!ons Click Item Belowto Select-Right Click in Grid for Menu App jeatian Work Des on mit Ty Status Zani991_ k-TpAction Date 1 Act-' Close Date ye I.Ap.p-L construct single-family dwellin--- SINGLE FAMIL.__ WRITTEN V15/2019 1126!2019 acct'garage dis- eliminated b__. ACCESSORY G... PENDING 3/2212018 41'112018 ........... 4.1. .Z ........ .... [1=]5 pe"WitS • • Click Item Belowto Select-RightClickin Grid,farleenu Stat6s Issue Date afia Permit# Owner Type 43413 Expired See BP#46941 Construct single-family dwelling as appli... MLEB Family Par... SINGLE FAMIL... EXPIRED 112312019 Cefficates Click Item Selowto Select-,Right Click in Gfidlor Menu 1P Permit# I Date Wj�pp 'Mark rqveo Use. Notes cciGo# Ex Dat _ JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: January 15, 2021 To: Town of Southold Building Dept. Re: Plumbing Inspection Permit#43413 2400 Westphalia Rd. Mattituck,NY 11952 To Whom It May Concern: A Below Slab Plumbing inspection was performed on the above mentioned property, and all Below Slab Plumbing was installed as per plan and meets all State and Local codes. Any questions feel free to call. cerely, pF NEW Y DEER�ro �r s� Ja e J Deerkoski P.E. E: sFO +o n- 10% v AROFESSI�N AJS Associates LLC FEB 0 9 2123 Spray Foam Specialist '' 321 Montauk Hwy T®wN®FS®UTAO« East Quogue, NY 11942 AJSassociatesllc@yahoo.com 732-984-1769 December 27, 2022 East Bay Builders 2400 Westphalia Road Mattituck, NY Scope of work • All exposed insulation coated with dc315 fire proof coating . • Entire building fire caulked and fire blocked • As per New York State fire code Any questions please call 631-294-0713 Anthony Please make check payable to: AJS Associates, LLC Please mail check to: 529 Shark River Road Wall, NJ 07727 12/3/21,8:01 AM Jim Naples Mail-Fwd:NoBurn THB Gmail Jim Naples <jimsr@jimnaples.com> Fwd: NoBurn THB ESR.pdf 2 messages Anthony Steward <ajsassociatesllc@icloud.com> Mon, Jan 11, 2021 at 8:02 AM To: Jim Naples Naples<jimsr@jimnaples.com> Sent from my iPhone Begin forwarded message: From:Anthony Steward <ajsassociatesllc@icloud.com> Date: December 16, 2020 at 3:57:17 AM EST To:johnj@southoldtownny.gov Subject: Fwd: NoBurn THB ESR.pdf Sent from my iPhone Begin forwarded message: From:Anthony Steward <ajsassociatesllc@icloud.com> Date: December 16, 2020 at 3:51:27 AM EST To:john@southoldny.gov Subject: NoBurn THB ESR.pdf Hello john this is the chemical we used at 2400 Westphalia , that huge garage . Please evaluate and get back to me . The attic on the west side we don't intend to shepfrock so the foam is exposed .Anthony 7329841769 thank you Sent from my iPhone NoBurn THB ESR.pdf 479K Jim Naples <jimsr@jimnaples.com> Mon, Jan 11, 2021 at 8:07 AM To:johnj@southoldtownny.gov John good morning re Blessinger Garage project at Wesphalia Road in Mattitick. I want to confirm you received this a mail from the insulator that you requested it from. I am hoping to move to completion.on this project and would appreciate your feedback.Also I do know the plumber changed the stack you asked for. I'm not sure he sent the photos. Jim Naples https://mail.google.com/mail/u/0/?ik=ba7b3c79f2&view=pt&search=all&permthid=thread-f%3A1688595480980832895&simpl=msg-f%3A16885954809... 1/2 12/3/21,8:01 AM Jim Naples Mail-Fwd:NoBurn THB ESR.pdf Eastbay Builders [Quoted text hidden] Sent from my Phone Jim Naples Sr. www.eastbaybuildersinc.com 10 Wilcox Ave Suite 5 Center Moriches, NY 11934 631-731-3030 516-807-2649 cell s„,.,:..evii<.;.6G�.,2<L2..'L,.�.�/�„'�✓a/,do .,.. -,,...:...�rJ i,:' .,. ..;,o d Fine Tradition of Quality-Craftsmanship NoBurn THB ESR.pdf 479K https://mai I.google.com/mail/u/0/?ik=ba7b3c79f2&view=pt&search=all&permth i d=thread-f%3Al 688595480980832895&si mpl=msg-f%3A16885954809... 2/2 UESEVALUATION REPORT Nu ` 305 ... ® Originally Issued: 03/21/2014 Revised: 11/22/2019 Valid Through: 03/31/2020 No-Burne,Inc. 3.0 PRODUCT DESCRIPTION 1392 High Street Wadsworth,Ohio 44281 3.1 Product information (800)989-8577 3.1.1 No-Burn®Original,No-Burn®Original Mih,No-Burn® www.noburn.com Wood Gard and No-Burn®Wood Gard Mih are transparent, NO-BURN®PLUS,PLUS THB,PLUS XD,PLUS water-based liquids,packaged in 5-gallon(18.9 L) pails and MIH ORIGINAL ORIGINAL MIH WOOD 55-gallon(208 L)drums.The coatings have a shelf life of two GARD AND WOOD GARD MIH. years when stored in unopened containers between 40°F and 90°F (4.4°C and 32.2°C). No-Burn® Original, No-Burn® CSI Division: Original Mih, No-Burn® Wood Gard and No-Burn® Wood 09 00 00 FINISHES Gard Mih shall be mixed with a power mixing wand or CSI Section: equivalent at or between 500-900 RPM for a mixing time of 09 96 46 Intumescent Paints 5 minutes per container. 09 96 43 Fire-Retardant Coatings 3.1.2 No-Burn Plus, No-Burn Plus ThB, No-Burn Plus 1.0 SCOPE OF EVALUATION XD, and No-Burn®Plus Mih are white, water-based latex liquids, which exhibit intumescent properties when exposed 1.1 Compliance to the following codes & regulations: to elevated temperatures and flame, packaged in 5-gallon • 2018, 2015, 2012, 2009 and 2006 International (18.9 L)pails and 55-gallon (208 L) drums. No-Burn®Plus, Building Code®(IBC) No-Burn®Plus XD, and No-Burn®Plus Mih have a shelf life • 2018 2015,2012 2009 and 2006 International of two years when stored in unopened containers between Residential CodeO(IRC) 40°F and 90eF(4.4°C and 32.2°C).No-Burn®Plus ThB has a • 2018 2015 2012 2009 and 2006 International shelf life of 18 months when stored in unopened containers Existing Building Code®(IEBC) between®0°F and 90°F (4.4'C and 32.2°C). No-Burn®lus, No-Burn Plus ThB,No-Burn Plus XD, and No-Burn Plus 1.2 Evaluated in accordance with: Mih shall be mixed with a power mixing wand or equivalent at or between 500-1500 RPM for a mixing time of 5 minutes • IAPMO UES ECO 17, Evaluation Criteria for Field- per container. Applied Fire Protective Coatings • ICC-ES AC377, Acceptance Criteria for Spray- 3.2 Surface Burning Characteristics: As shown in Table 1 Applied Foam Plastic Insulation of this report,No-Burn®Plus,No-Burn®Plus ThB,No-Burn® • ICC-ES AC456 Acceptance Criteria for Fire- Plus Mih, No-Burn®Original, No-Burn®Original Mih, No- Protective Coatings Applied to Spray-Applied Foam Burn®Wood Gard and No-Burn®Wood Gard Mih provide Plastic Insulation Installed Without a Code- Class A interior finish when applied to the specified Prescribed Thermal Barrier substrates.When tested in accordancewith ASTM E84 or UL 723, the listed coatings provide flame spread indices 1.3 Properties assessed: complying with ranges set forth for interior finishes in IBCA' Section 803.1 of the 2018,2015,2012,2009,and 2006 IBC®, • Surface burning characteristics Section R302.9 of the 2018,2015,2012 and 2009 IRC®, and • Interior finishes 1 of the 200-6RC®. • Alternative thermal barrier assemblies • Alternative ignition barrier assemblies 3.3 Alternative Thermal Barrier Asse blies: No-Bum ® • Fire resistance Plus ThB when applied to spray-applied olyurethane foam insulation listed in Table 2 of t ' ort may be installed 2.0 PRODUCT USE wi a -minute thermal barrier in accordance with Section 2603.9 of the 2018 and 2015 IBC( &, coatings comply with the IBCA', IRC®and IEBC® Section 2603.10 of the 2012 IBCA',Section 2603.4 of the 2009 for use in new and existing buildings. Applied to the and 2006 IBC®, Section R316.6 of the 2018, 2015 and 2012 Burn co substrates colistedatings proin Tables 1 throughvide the following attributes5 of : tes:this report, No- IRC®, Section R316.4 of the 2009 IRC®and Section R314.4 of the 2006 IRC®. As shown in Table 2 of this report, No- 1. Surface burning characteristics and interior finish in Burn®Plus provides an alternative thermal barrier assembly for accordance with Section 3.2 of this report. walls and ceilings when applied to Structural Insulated Panels 2. Alternative thermal barrier assemblies in accordance (SIPS) with a maximum combined thickness of 12 1/8 inches with Section 3.3 of this report. (314 mm), consisting of a composite of nominal 11 '/2 inches 3. Alternative ignition barrier assemblies in accordance (292 mm)thick expanded polystyrene foam plastic core, (1.0 with Section 3.4 of this report. pcf [16 kg/m3], density) sandwiched between two 7/Ib-inch- 4. Fire resistance performance in accordance with thick(11 mm)oriented strand board(OSB)sheets in Section 3.5 and 3.6 of this report. tAPM r= U ES The product described in this Uniform Evaluation Service(UES)Report has been evaluated as an alternative material,design or method of construction in order to satisfy and comply with the intent of the provision of the code,as noted in this report,and for at least equivalence to that prescribed in the code in quality,strength,effectiveness,fire resistance,durability and safely, as applicable,in accordance with IBC Section 104.11.This document shall only be reproduced in its entirety. Copyright©2019 by International Association of Plumbing and Mechanical Officials.All rights reserved.Printed in the United States. Ph:1-877-41ESRPT-Fax.909.472.4171 web:www.unifonn-es.org•4755 East Philadelphia Street,Ontario,California 91761-2816-USA .c. We Originally Issued: 03/21/2014 Revised: 11/22/2019 Valid Through: 03/31/2020 accordance with Section 2603.9 of the 2018 and 2015 IBC®, • The foam plastic insulation is limited to the Section 2603.10 of the 2012 IBC®,Section 2603.4 of the 2009 maximum thickness and density tested, shown in and 2006 IBC®and Section R316.6 of the 2018,2015 and 2012 Table 3 of this report. IRCI, Section R316.4 of the 2009 IRC®and R314.4 of the • Combustion air is provided in accordance with 2006 IRC®. Section 701 of the 2018,2015,2012 and 2009 IMC®, 3.4 Alternative Ignition Barrier Assemblies:No-Burn®Plus, or Section 701 and 703 of the 2006 IMC®. No-Burn®Plus XD and No-Burn®Plus ThB when applied to 3.5 Fire Resistance (Table 4): As shown in Table 4 of this the spray applied polyurethane foam insulations listed in Table report,No-Burn®Plus provides fire resistance to engineered 3 of this report may be installed in an attic or crawl space wood framing members or components when applied to both without a prescriptive ignition barrier in accordance with sides of the web and top and bottom flanges and the interior Sections 2603.4.1.6 of the 2018, 2015, 2012, 2009 and 2006 facing side of the subfloor,once the components are installed, IBC®and Sections R316.5.3 and R316.5.4 of the 2018,2015, as an alternative to the 2-by-10 dimension lumber prescribed 2012, and 2009 IRC®and Section R314.5.3 and R314.5.4 of in Section R302.13,Exception 4 of the 2018 and 2015 IRC® the 2006 IRC®.As shown in Table 3 of this report,No-Burn® and Section R501.3, Exception 4 of the 2012 IRC®. At a Plus XD and ZIP System® R-Sheathing may be installed in minimum,the assembly shall be constructed with the framing an attic or crawl space without a prescriptive ignition barrier. members or components in accordance with Table 4 of this ZIP System®R-Sheathing(Insulating,Sheathing),consists of report affixed to the rim board with 16d common or 10d box m 7/16-inch-thick(11 m)ZIP System Wall Sheathing with a nails or fasteners in accordance with Table R602.3 (1)of the layer of maximum 1 inch thick (25.4 mm) rigid 2018 and 2015 IRC® or 8d nails or fasteners in accordance polyisocyanurate foam plastic board laminated to its interior with the 2012, 2009 and 2006 IRC®, 23/32" tongue and face using PVA adhesive. The ZIP System®Wall Sheathing groove oriented strand board subfloor affixed with 8d is OSB complying with U.S. DOC PS 2 for wood structural common nails or fasteners in accordance with Table R602.3 panels as Exposure 1 with a 24/0,24/16,or Wall 24 span rating (1). and is overlaid on the exterior side with a Grade D water- 3.6 Fire Resistance (Table 5): As shown in Table 5 of this resistive barrier. The foam plastic insulation boards have a nominal density of 2.0 pcf(32 kg/m3),compressive strengths report,No-Burn Plus provides fire resistance to engineered of 22 psi(152 kPa)and 20 psi(138 kPa),respectively,vapor wood framing members or components when applied to both permeance of less than 1.1 perm, flame-spread indices of 75 sides of the web and top and bottom flanges, once the or less and smoke-developed indices of 450 or less. The ZIP components are installed, as an alternative to the 2-by-10 System®R-Sheathing panels are nominally 4 feet(1219 mm) dimension lumber prescribe®in Section R302.13, Exception wide by 8, 9, 10, 11 or 12 feet (2438, 2743, 3048, 3353, or 4 of the 2018 and 2015 IRC and Section R501.3,Exception 3658 mm) long and have square-finished-edge or machined- 4 of the 2012 IRC'. edge profile. 4.0 DESIGN AND INSTALLATION No-Burn®Plus,No-Burn®Plus XD and No-Burn®Plus ThB 4.1 General:The coatings shall be field-applied to substrates may be installed in an attic or crawl space without a in accordance with this report and the No-Burn®, Inc. prescriptive ignition barrier when all of the following published instructions. When coatings are applied in conditions are met: accordance with Section 3.5 or Section 3.6 for Fire • Entry to the attic or crawl space is only to repair, Resistance,the applicator shall be qualified by No-Burn®,Inc. maintain, and service utilities and no storage are Copies of this report and the No-Bum ,Inc.instructions shall permitted. be available at the jobsite. Where conflicts occur, the more • There are no interconnected attic or crawl space restrictive shall govern. Before and during coating areas. application, substrate surfaces shall be dry, clean and free • Air in the attic or crawl space is not circulated to from loose debris, dirt, grease, oil and all prior coating other parts of the building. materials such as paint,stains and sealers.The substrate shall • Attic ventilation is provided when required by not have, nor have been exposed to, treatments, chemicals, Section 1202.2 of the 2018 IBC®and 1203.2 of the coatings, etc. Visual observation of the applied coatings 2015,2012,2009 and 2006 IBC®or Section R806 of varies.Opaque coatings will result in a distinctive white color. the 2018, 2015, 2012,2009 and 2006 IRC®,except Transparent coatings may result in a distinctive color dye on when air impermeable insulation is permitted in the substrate. For verification of the wet applied thickness, a unvented attics in accordance with Section R806.5 of standard painter's thickness gauge shall be used during the the 2018,2015 and 2012 IRC®, Section R806.4 of the application. The finished dry rail thickness will be 0.40-0.70 2009 and 2006 IRC®, Under-floor (crawl space) times the wet mil thickness. When verification of transparent ventilation is provided, when required, by Section coatings is required by the code official, field testing shall be 1202.4 of the 2018 IBC® and 1203.4 of the 2015 conducted as follows:flame from a propane-fueled torch shall IBC®, Section 1203.3 of the 2012, 2009 and 2006 be applied to the coated area and to a sample of uncoated IBC® or Section R408.1 of the 2018, 2015, 2012, substrate for a minimum of 10 seconds. The presence of the 2009 and 2006 IRC®,as applicable. coating shall be observable through the comparison of the Page 2 of 8 V68 l O RVORT , sn0'S= Originally Issued: 03/21/2014 Revised: 11/22/2019 Valid Through: 03/31/2020 reactions of the coated and uncoated substrates to the flame. and No-Burn®,Inc. The coatings shall be applied only to the specific substrates 5.6 No-Burn®coatings shall be applied to areas within the listed in Tables 1 through 5 of this report.Immediately before weatherproofing membrane or surfaces not exposed to placing the coatings, the applicator shall verify the moisture weather, where the substrate's in-service dry-use moisture content of the substrates, as applicable, in accordance with content conditions are expected to be at or less than the Table 1,Table 2(SIPs only),Table 4 or Table 5 of this report. recommended levels in accordance with Table 1, Table 2 Substrates shall be in their final position in the building, (SIPs only), Table 4 or Table 5 of this report. directly exposed to the interior,protected from the weather,in conditioned and unconditioned locations.Surface and ambient 5.7 Other inspections may be required when determinedto be temperatures before and during, application shall be 40°F necessary by the code official in accordance with Section (4.4°C) minimum. Surface temperatures shall not exceed R109.1.5 of the 2018, 2015, 2012, 2009 and 2006 IRC®. 100°F (37.7°C) during application. Cure time is 24 hours Special inspection shall be required when determined to be minimum. necessary by the code official in accordance with Section 1705.1.1 of the 2018,2015 and 2012 IBC®or Section 1704.15 The coatings shall be applied at an application rate set forth in of the 2009 IBC®or 1704.13 of the 2006 IBC®. A statement Table 1,Table 2,Table 3 Table 4 or Table 5 of this report by of special inspection in accordance with Section 1704.2.3 of spraying, roller or brush. When coatings are applied in the 2018, 2015 and 2012 IBC®or 1705 of the 2009 or 2006 accordance with Section 3.5 and Table 4 or Section 3.6 and IBC®shall be submitted. Table 51 the frequency of thickness measurements with a wet film thickness gauge during the application of each coat shall 5.8 The coatings are manufactured in Sandusky,Ohio,under a be at a minimum, measured once every 100 ft'(9.29 in') of quality control program with inspections by Intertek Testing surface area. Services NA Ltd.(AA-647). 4.2 Design: No-Burn®Plus, No-Buie®Plus ThB, No-Burn® 6.0 SUBSTANTIATING DATA Plus XD,No-Burn®Plus Mih,No-Burn®Original,No-Burn® Original Mih, No-Burn®Wood Gard and No-Burn®Wood Data in accordance with the IAPMO UES Evaluation Criteria Gard Mih shall be applied in one coat and maybe overcoated for Field-Applied Fire Protective Coatings (EC017) adopted wFebruary 2014(editorially revised October 2019). with latex paint per manufacturer's instructions. 5.0 LIMITATIONS Data in accordance with ICC-ES AC377 Acceptance Criteria for Spray-Applied Foam Plastic Insulation,dated April 2016, The No-Burn®coatings described in this report comply with, (editorially revised April 2018) including test reports in or are suitable alternatives to what is specified in,those codes accordance with Appendix X of AC377. listed in Section 1.0 of this report, subject to the following Data in accordance with ICC-ES AC456 Acceptance Criteria conditions: for Fire-Protective Coatings Applied to Spray-Applied Foam 5.1 The coatings shall be applied in accordance with this Plastic Insulation Installed Without a Code-Prescribed report, the manufacturer's instructions and the applicable Thermal Barrier, dated October 2015, (editorially revised code. In the event of a conflict between the manufacturer's July 2018). instructions and this report,the more restrictive shall prevail. Reports of fire tests conducted in accordance with ASTM 5.2 Application is limited to the substrates listed in Tables 1 E84, ASTM E119, NFPA 286 (AC377, Appendix X), UL through 5 of this report. 723,and UL 1715. 5.3 When coatings are applied in accordance with Section 3.5 7.0 IDENTIFICATION or Section 3.6 of this report for Fire Resistance,the coatings Containers of the coatings are identified by a label affixed on shall be applied prior to installation of mechanical, electrical product packaging.The label shall include the No Bum®,Inc., and plumbing components. name and address, product name, batch number, expiration 5.4 When coatings are applied in accordance with Section date, application instructions,name or logo of the inspection 3.5 or Section 3.6 of this report for Fire Resistance, the No- agency(Intertek Testing Services NA Ltd.) and the IAPMO Burns qualified applicator shall affix a No-Bum®,Inc.issued Uniform ES Mark of Conformity;and the Evaluation Report label, shown in Figure 1 of this report,to the substrate where Number(ER-305)to identify the products recognized in this the coating has been applied;at a minimum, one No- Burns, report. A die-stamp label may also substitute for the label. Inc. issued label shall be affixed every 10,000 feetz(929.03 Either Mark of Conformity may be used as shown below: m2)of floor area. 5.5 When coatings are applied in accordance with Section 3.5 or Section 3.6 of this report for Fire Resistance,an installation certificate as shown in Figure 2 of this report shall be completed by the applicator and submitted to the code official Page 3 of 8 g +Originally Issued: 03/21/2014 Revised: 11/22/2019 Valid Through: 03/31/2020 NO-BURN°INSTALLATION LABEL 'APMO UES E S Product Name: or IAPMO UES ER-305 8.0 STATEMENT OF RECOGNITION Certified Applicator Number: This evaluation report describes the results of research carried XOOOOOOOONB0000 out by IAPMO Uniform Evaluation Service on No-Burn® Plus,No-Burn®Plus ThB,No-Burn®Plus XD,No-Burn®Plus Mih,No-Burn®Original,No-Bum'Original Mih,No-Burn® IAPMO UES ER 305 Wood Gard and No-Burn Wood Gard Mih to assess conformance to the codes shown in section 1.0 of this report J and serves as documentation of the product certification. N O L B V R NI. Products are manufactured at locations noted under Report V( Holder, this report is under a quality control program with periodic inspection under the supervision of IAPMO UES. www.noburn.com Figure 1 Brian Gerber,P.E.,S.E. Vice President,Technical Operations Uniform Evaluation Service Richard Beck,PE,CBO,MCP Vice President,Uniform Evaluation Service GP Russ Chaney CEO,The IAPMO Group For additional information about this evaluation report please visit www.uniform-es.ore or email us at info n uniform-es.ora TABLE 1 -CLASS A INTERIOR FINISH MAX NO-BURN®PRODUCT NAME SUBSTRATE MOISTURE CONTENT Plus, Plus ThB Plus Mih Original Original Mih Wood Gard Wood Gard Mih Douglas Fir 19% 6milswet(4milsdry) NR 6milswet(4milsdry) 5milswet(2milsdry) NR 5milswet(3milsdry) 5milswet(3milsdry) 275 sq.ft.per gallon 275 sq.ft.per gallon 300 sq.ft.per gallon 300 sq.ft.per gallon 300 sq.ft.per gallon Red Oak 19% 6milswet(4milsdry) NR NR NR NR NR NR 275 sq.ft.per gallon Oriented Strand 16% 8milswet(5milsdry) 8milswet(5milsdry) NR 5milswet(2milsdry) NR NR 5milswet(3milsdry) Board 200 sq.ft.pergallon 200 sq.ft.pergallon 300 sq.ft.pergallon 300 sq.ft.per gallon Southern Yellow 19% NR NR NR NR 5milswet(2milsdry) NR NR PineI 1 1 300 sq.ft.pergallon 'NR=Not Recognized 2Coating may be overcoated with up to seven coats of latex paint with a pH of 7 to 8 Page 4 of 8 FULUATION ei e e E g , . ,,• °3.0,G5 t ® Originally Issued: 03/21/2014 Revised: 11/22/2019 Valid Through: 03/31/2020 TABLE 2-ALTERNATIVE THERMAL BARRIER ASSEMBLIES MAXIMUM MAXIMUM THICKNESS(in) APPLICATION OF NO-BURN®COATING SUBSTRATE NO-BURN® THICKNESS(in) Ceilings, PRODUCT Walls Underside of MINIMUM INSTALLED THEORETICAL Evaluation NAME &Vertical Roof THICKNESS mils APPLICATION RATE Report' Surfaces Sheathing/Rafter Wet Film Dry Film (gallons per 100 square s&Floors feet) BASF Enertite G Open Cell Spray Foam Plus ThB2 8 14 14 9 0.87 CCRR-1032 BASF Enertite NM Open Cell Spray Foam Plus ThBz 8 14 14 9 0.87 CCRR-1032 BASF Enertite IB-418 Open Cell Spray Foam Plus ThB2 8 14 14 9 0.87 CCRR-1032 BASF Spraytite SP Closed Cell Spray Foam Plus ThB2 6 8 14 9 0.87 CCRR-1031 BASF Spraytite 158 Closed Cell Spray Foam Plus ThB2 6 8 14 9 0.87 CCRR-1031 BASF Spraytite 81205 Closed Cell Spray Foam Plus ThB2 6 B 14 9 0.87 CCRR-1031 BASF Spraytite 178 Closed Cell Spray Foam Plus ThB2 6 8 17 11 1.06 CCRR-1031 BASF Spraytite 81206 Closed Cell Spray Foam Plus ThB2 6 8 17 11 1.06 CCRR-1031 BASF Walltite HP+Closed Cell Spray Foam Plus ThB2 6 8 17 11 1.06 CCRR-1031 BASF Walltite US-N Closed Cell Spray Foam Plus ThB2 6 8 17 11 1.06 CCRR-1031 BASF Walltite US Closed Cell Spray Foam Plus ThB2 6 8 17 11 1.06 CCRR-1031 BASF Walltite 200 Closed Cell Spray Foam Plus ThB2 6 8 17 11 1.06 ESR-2642 Carlisle SealTite Pro Open Cell Spray Foam Plus ThB2 8.5 14 14 9 0.87 ER-624 Carlisle Foamsulate 50 HY Open Cell Spray Foam Plus ThB2 8.5 14 14 9 0.87 ER-540 Carlisle SealTite Pro High Yield Open Cell Spray Foam Plus ThB2 8.5 14 14 9 0.87 ER-623 Carlisle Foamsulate 50 Open Cell Spray Foam Plus ThB2 8.5 14 14 9 0.87 ER-351 Carlisle SealTite Pro No Mix Open Cell Spray Foam Plus ThB2 8.5 14 14 9 0.87 ER-616 Carlilse SealTite Pro Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 0.87 ER-621 Carlisle Foamsulate Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 0.87 ER-626 Carlisle SealTite Pro One Zero Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 0.87 ER-640 Carlisle Foamsulate HFO Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 0.87 ER-650 Demilec Sealection 500 Open Cell Spray Foam Plus ThB2 8 14 16 11 1.0 CCRR-1063 Demilec Agribalance Open Cell Spray Foam Plus ThB2 8 14 16 11 1.0 ESR-2600 Demilec Heatlok HFO Closed Cell Spray Foam Plus ThB2 6.5 9.5 16 11 1.0 ESR4073 Demilec Heat ok XT-s Closed Cell Spray Foam Plus ThB2 6.5 9.5 16 11 1.0 ESR-3824 Demilec Heatlok XT-w Closed Cell Spray Foam Plus ThB2 6.5 9.5 16 11 1.0 ESR-3883 Gaco Western EZSpray F4500 Open Cell Spray Foam Plus ThB2 12 16 14 9 0.87 CCRR-1107 Gaco Western 183M Closed Cell Spray Foam Plus ThB2 6.5 9 14 9 0.87 CCRR-1002 Gaco Western OnePass F1850 Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 0.87 CCRR-1043 Gaco Western OnePass Low GWP F1880 Closed Cell Spray Foam Plus ThB2 9 12.5 14 9 0.87 CCRR-1106 Icynene Classic Open Cell Spray Foam Plus ThB2 6 14 16 11 1.0 ESR-1826 Icynene Classic Ultra Open Cell Spray Foam Plus ThB2 6 14 16 11 1.0 ESR-1826 Icynene Classic Ultra Select Open Cell Spray Foam Plus ThB2 6 14 16 11 1.0 ESR-1826 Icynene Classic Plus Open Cell Spray Foam Plus ThB2 6 14 16 11 1.0 ESR-1826 Icynene Prime Gold Open Cell Spray Foam Plus ThB2 6 14 16 11 1.0 ESR-4323 Icynene No Mix Open Cell Spray Foam Plus ThB2 8'/ 14 14 9 0.87 CCRR-1123 Icynene ProSeal Closed Cell Foam Plus ThB2 4 8 14 9 0.87 ESR-3500 Icynene ProSeal LE Closed Cell Foam Plus ThB2 4 8 14 9 0.87 ESR-3500 Icynene ProSeal Eco Closed Cell Foam Plus ThB2 4 8 14 9 0.87 ESR-3493 Icynene ProSeal HFO Closed Cell Foam Plus ThB2 4 8 14 9 0.87 CCRR-1108 Icynene ProSeal HFO CW Closed Cell Foam Plus ThB2 4 18 14 9 0.87 CCRR-1108 Page 5 of 8 m ®UES IVIUM10WOURPORT; Originally Issued: 03/21/2014 Revised: 11/22/2019 Valid Through: 03/31/2020 TABLE 2 CONTINUED-ALTERNATIVE THERMAL BARRIER ASSEMBLIES APPLICATION OF NO-BURN®COATING MAXIMUM MAXIMUM NO-BURN® THICKNESS(in) THICKNESS(in) MINIMUM INSTALLED Evaluation SUBSTRATE PRODUCT Walls Ceilings,Underside of THICKNESS mils THEORETICAL Report' NAME &Vertical Roof Sheathing/Rafters APPLICATION RATE Surfaces &Floors (gallon per 100 square Wet Film Dry Film feet) Icynene MD-C-200 Closed Cell Foam Plus ThB2 4 8 14 9 0.87 ESR-3199 Johns Manville JM Corbond Open Cell Spray Foam Plus ThB2 8 14 14 9 0.87 CCRR-1079 Johns Manville JM Corbond OCX Open Cell Spray Foam Plus ThB2 8 14 14 9 0.87 ER-372 Johns Manville JM Corbond III Closed Cell Spray Foam Plus ThB2 6 8 14 9 0.87 ER-146 Johns Manville JM Corbond MCS Closed Cell Spray Foam Plus ThB2 6 8 14 9 0.87 ESR-3159 Lapolla Foam-Lok FL 450 Open Cell Spray Foam Plus ThBz 6 14 16 11 1.0 ESR-4242 Lapolla Foam-Lok FL 500 Open Cell Spray Foam Plus ThBz 8'% 14 14 9 0.87 CCRR-1091 Lapolla Foam-Lok FL 750 Open Cell Spray Foam Plus ThB2 6 14 16 11 1.0 ESR-4322 Lapolla Foam-Lok FL 2000-4G Closed Cell Spray Foam Plus ThBz 6 9 14 9 0.87 CCRR-1025 Lapolla Foam-Lok FL 2000 Closed Cell Spray Foam Plus ThBz 6 9 14 9 0.87 ESR-2629 SES EasySeal 0.5 Open Cell Spray Foam Plus ThB2 10 14 14 9 0.87 ER-492 SES SucraSeal 0.5 Open Cell Spray Foam Plus ThB2 9 14 14 9 0.87 ESR-3375 SES Nexseal 2.0 Closed Cell Spray Foam Plus ThB2 6 9.5 14 9 0.87 ER-374 SWD Quik-Shield 108 Open Cell Spray Foam Plus ThB2 8 14 14 9 0.87 CCRR-1051 SWD Quik-Shield 108YM Open Cell Spray Foam Plus ThBz 8 14 14 9 0.87 CCRR-1051 SWD Quik-Shield 112XC Closed Cell Spray Foam Plus ThB2 5 8 14 9 0.87 CCRR-1011 SWD Quik-Shield 118 Closed Cell Spray Foam Plus ThB2 5 8 14 9 0.87 CCRR-1093 Victory Polymers VPC-CC Superl-ift Closed Cell Foam Plus ThB2 6.5 9.5 16 11 1.0 ESR-4334 Victory Polymers VPC-CC SuperYield Closed Cell Foam Plus ThB2 6.5 9.5 16 11 1.0 ESR-4334 Structural Insulated Panel(SIPS)' PIus2 N/A N/A 12 7 0.75 N/A For SI:1 mil=0.0254 mm,1 inch=25.4 mm,1 gal=3.79 L 'Use of No-Bum®Plus ThB for use with any insulation product listed herein is conditional upon that insulation product's compliance to AC377 in an evaluation report by an approved evaluation entity.Users shall independently verify the current validity of any evaluation report referenced herein. ER-Evaluation Reports from IAPMO Uniform Evaluation Service,CCRR-Code Compliance Research Reports from Intertek,and ESR-Evaluation Service Reports from ICC-ES. 2No-Bum®Plus ThB or Plus may be overcoated with latex paint with a pH of 7 to 8 'The maximum moisture content is limited to 16%. TABLE 3-ALTERNATIVE IGNITION BARRIER ASSEMBLIES MAXIMUM MAXIMUM APPLICATION OF NO-BURN®COATING THICKNESS THICKNESS NO-BURN®PRODUCT (in)Walls, (in)Ceilings, MINIMUM INSTALLED THICKNESS(mils) THEORETICAL SUBSTRATE NAME' Vertical Underside of Roof APPLICATION Surfaces& Sheathing/Rafters& Wet Film Dry Film RATE(gallons per Attic Floors Floors 100 square feet) BASF ENERTITE®G Open Cell Spray Foam Plus XD or Plus ThB 11%4 16 6 4 0.37 BASF ENERTITE®NM Open Cell Spray Foam Plus XD or Plus ThB 11 1/4 16 6 4 0.37 BASF SPRAYTITE11158 and 81205 Closed Cell Spray Foam Plus XD or Plus ThB 8 8 6 4 0.37 BASF SPRAYTITE®SP Closed Cell Spray Foam Plus XD or Plus ThB 8 8 6 4 0.37 BASF ENERTITE®US Open Cell Spray Foam Plus,Plus XD or Plus ThB 11'14 11 Y4 12 7 0.75 BASF SPRAYTITE®178 and 81206 Closed Cell Spray Foam Plus,Plus XD or Plus ThB 91/4 11 Y4 12 7 0.75 BASF WALLTITE®US Closed Cell Spray Foam Plus,Plus XD or Plus ThB 91/4 11'/4 12 7 0.75 BASF WALLTITE®US-N Closed Cell Spray Foam Plus,Plus XD or Plus ThB 91/4 11 114 12 7 0.75 BASF WALLTITE®HP+Closed Cell Spray Foam Plus,Plus XD or Plus ThB 91/4 11 V4 12 7 0.75 BASF COMFORT FOAM'178 Closed Cell Spray Foam Plus,Plus XD or Plus ThB 9114 11 114 12 7 0.75 Carlisle SealTite Pro Open Cell Spray Foam Plus,Plus XD or Plus ThB 11'/4 16 6 4 0.37 Page 6 of 8 UES fyAWNIO REPORT r1 ® v %✓, ;, ' Originally Issued: 03/21/2014 Revised: 11/22/2019 Valid Through: 03/31/2020 TABLE 3 CONTINUED-ALTERNATIVE IGNITION BARRIER ASSEMBLIES MAXIMUM MAXIMUM APPLICATION OF NO-BURN®COATING THICKNESS THICKNESS SUBSTRATE NO-BURN®PRODUCT HI(inWalls, (in)Ceilings, MINIMUM INSTALLED THICKNESS(mils) THEORETICAL NAME' Vertical Surfaces& Underside of Roof APPLICATION Attic Floors Sheathing/Rafters& RATE(gallons per Wet Film Dry ry Film 100 square feet) Carlisle Foamsulate 50 HY Open Cell Spray Foam Plus,Plus XD or Plus ThB 11'% 16 6 4 0.37 Carlisle SealTite Pro High Yield Open Cell Spray Foam Plus,Plus XD or Plus ThB 11'/4 16 6 4 0.37 Carlisle Foamsulate 50 Open Cell Spray Foam Plus,Plus XD or Plus ThB 11'% 16 6 4 0.37 Carlisle SealTite Pro No Mix Open Cell Spray Foam Plus,Plus XD or Plus ThB 11'% 16 6 4 0.37 Convenience Touch'n Seal°2.0 PCF Closed Cell Spray Foam Plus XD or Plus ThB 2 2 8 5 0.5 Demilec SEALECTION®500 Open Cell Spray Foam Plus XD or Plus ThB 9114 11% 6 4 0.37 Demilec SEALECTION Agribalance®Open Cell Spray Foam Plus XD or Plus ThB 9112 11'% 10 6 0.63 Gaco Western EZ Spray F4500 Open Cell Spray Foam Plus ThB 12 16 6 4 0.37 Huber ZIP System®R-Sheathing Panel(R-3&R-6) Plus XD or Plus ThB N/A N/A 10 6 0.63 ICP Hand!-Foam®E-84 Class 1(A)Closed Cell Spray Foam Plus XD or Plus ThB 2 2 10 6 0.63 Icynene Classic Open Cell Spray Foam Plus XD or Plus-ThB 51/2 14 6 4 0.37 Icynene Classic Ultra Open Cell Spray Foam Plus XD or Plus ThB 51/2 14 6 4 0.37 Icynene Classic Ultra Select Open Cell Spray Foam Plus XD or Plus ThB 51/2 14 6 4 0.37 Icynene Classic Plus Open Cell Spray Foam Plus XD or Plus ThB 8 14 6 4 0.37 Icynene Prime Gold Open Cell Spray Foam Plus XD or Plus ThB 51/2 14 6 4 0.37 Icynene ProSeal Eco Closed Cell Spray Foam Plus XD or Plus ThB 71/4 9% 5 3 0.31 Icynene MD-C-200 Closed Cell Spray Foam Plus,Plus XD or Plus ThB 111/4 11114 16 10 1.0 Lapolla FL 450 Open Cell Spray Foam Plus XD or Plus ThB 5112 14 6 4 0.37 Lapolla FL 750 Open Cell Spray Foam Plus XD or Plus ThB 8 14 6 4 0.37 SWD Quik-Shield 106 Open Cell Spray Foam Plus ThB 8 14 6 4 0.37 Tiger Foam®E-84 Fire Rated SPF Class 1 Spray Foam Plus XD or Plus ThB 2 2 10 6 0.63 For SI:1 mil=0.0254 mm,1 inch=25.4 mm,1 gal=3.79 L 'No-Burn®Plus,Plus XD or Plus ThB may be overcoated with latex paint with a pH of 7 to 8 TABLE 4-FIRE RESISTANCE See Section 3.5 MAX MINIMUM DESIGN NO-BURN®PRODUCT' SUBSTRATE MOISTURE Minimum Web Flange Depth Moment EI x 106 Vertical Shear(Ibs) Plus CONTENT Depth(in) Thickness(in) x Width(in) (ft-lbs) (int-lbs) I-joist:solid sawn flange 16% 9'/2 3/8 1.5 x 2 2725 170 1475 1 07 sq. .per a lon 107 sq.ft.per gallon I-joist:structural 16% 9%2 3/81.125x2 2725 170 1475 15milswet(9milsdry) composite lumber flange 107 sq.ft.per gallon I-joist: 16% 11'18 8/e 1.125x1.75 3025 260 1625 15milswet(9milsdry) composite lumber flange 107 sq.ft.per gallon For SI:1 mil=0.0254 mm,1 inch=25.4 mm,1 gal=3.79 L,1 Ib=0.45 kg 'No-Burn®Plus may be overcoated with latex paint with a pH of 7 to 8 TABLE 5-FIRE RESISTANCE See Section 3.6 MINIMUM DESIGN NO-BURN®PRODUCT' MAX SUBSTRATE MOISTURE Minimum Web Flange Depth Moment EI x 106 CONTENT Depth(in) Thickness (ft-lbs) Vertical Shear(lbs) Plus in ( ) x Width(in) ( ) (int-Ibs) I-joist:solid sawn flange 16% 9'% 3/8 1.5x 2.5 2800 198 1185 2 nnilswet(14milsdry) 70 sq.ft.per gallon I-joist:structural 16% 8 23milswet(14milsdry) composite lumber flange 11 /6 !8 1.125 x 1.75 3025 260 1625 70 sq.ft.per gallon For SI:1 mil=0.0254 mm,1 inch=25.4 mm,1 gal=3.79 L,1 lb=0.45 kg 'No-Burn®Plus may be overcoated with latex paint with a pH of 7 to 8 Page 7 of 8 �i � � . q4 iih3" :9'�Cr :. eqf �'� � a g„� °...... ,y� a 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'fy � A-1� � � � � Kia `F"1�'` + � (`#�'R,k�3���� � �, A+!, fl'y�Se �� �� ' fir s t� "�.5"-. �":. � � d � sk t ��«� '�`� ` °�• "Y'LYT ..�. / ii%N / TO .r_ F G / , ,. /. ,,i, ,/, �� „� /,,,,iii/, / rr//,, .i�/ ���// /✓ / r�,. /„ ,, /i../�/ / r r. , vv! t,pyx s: i r i r!� rr� Ong// iy sqa' / r x �sl � ..� �� 1i' ��✓�a�,. . s. �����l���r�fy "W.W�`�,4 bks H.`M : �.{ arse j ? a -t Y x �6'`T. `v , Ly? �,� 7. • '„�`,�'� s AV All QNH�/kr "F��"" fir �g y �+•' � .Y :G �..w � � "'�.m� 'n� �a �°'A ° � �1 1�MR. ii��/s'�'� `� r ,�" ,,,j� "��•;a� �. ,tri„'iSL Z�r�,�yyy .S. q � . y y�V.. y ^; N (/1 Cll N Eastbay Builders Inc. 0 10 Wilcox Ave.Suite 5 Can Center Moriches, NY 11934 0 3 a 0 X •J CD V 1 0 �ylQ� O � { F �PLl-5-A13 CO N 00 N L t � ,t� "k N di• CT N 3 O N (fl Ch Eastbay Builders Inc. 10 Wilcox Ave.Suite 5 Center Moriches, NY 11934 �,t x ` s AP Op kk N z. OD Ma AAI L7 ti mam 48 # _ n 'r Eastbay Builders Inc. _ 10 Wilcox Ave.Suite 5 � Center Moriches,NY 11934 3 a 0 X •J O (D O IQ O I I P � 13 \\ v� v � �00 00 •� , f � � � Via, � \ � O Eastbay Builders Inc. 10 Wilcox Ave.Suite 5 Center Moriches, NY 11934 ' O CD \\ \ \ \\ \ \ \ ti 13 f \ 3 OD v \\ JAS Am w V \ , \ \ rC N 0 o Eastbay Builders Inc. 10 Wilcox Ave.Suite 5 . v yyv 3 Center Moriches, NY 11934 T). n v c 0 Q 0 X �J U O (D O O I� \ '00 \� � \ w p > m -'± � 3r ! T „ l N 3 AN \�,. No e �l co r aP. j —27 AVS . \a Eastbay Builders Inc. v 10 Wilcox Ave. Suite 5 Center Moriches, NY 11934 a 0 x •J U O CD �A II `^ E a' VAAaVA Aice 00 00 NIM F. f, " F i I h i , 0'1 A .. ,. . .yl�%�� a �r�'=. .�/i,. ✓ .. .o /✓��. ..'�S 5�� '��.e5. co TS FOUNDATION (IST) - — ROUGHlim 1 ��� •/ 'fw71 Til J , ' V 1 [� PLUMBING INV - 1 VAa �.'_�� " "'�• WW INSULATION PER N.Y-. WAW ff N"t STATE ENERGY CODE 1 mom x _ f" , 1 , 1 pr r•- ADDrrIONAL COMMENTS 2,rA am ,i • A , fAlX=,, r13 - • - . i r WR? • OM .011 WGIR111► i� �� i , X71 � is Re, toRolm win ul mo In Wbm�� B]ISM o " TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL oard of Health SOUTHOLD, NY 11971 sets of Building Plans TEL: (631) 765-1802 ming Board approval FAX: (631) 765-9502 "----4 Survey Southoldtownny.gov PERMIT NO. -check ptic Forms -ZLW.S.D.E.C. fees �� ls)',.Application +leod Permit Examined 20 ��(" D\�/ --Single&Separate D (T),ss Identification Form JAN 1 5 2019 (rim-Water Assessment Form Contact: Approved —,20-8— ,., ,.., ,,.�, Mail to: Disapproved a/c ,D,ll �. � t n '�� ®J .S® OLLlID � �2AN1R.l.1 tJ SQ. N►�, �t t�lc'3 Phone: Expiration 20 IV - But ector APPLICATION FOR BUILDING PERMIT Date SOP r $arL 20 �8 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 applicant or name,if a corporation P.0. BOX 4b F V-LA tO LX 0 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder C5 W P a, Name of owner of premises M LEF8 `—/VM1,C_Y pAf&t-0-AG�11P. L.P (As on the tax roll or latest deed) If applicant is a co"r"poration, signature of duly authorized officer Z- Wx-eNc-EE7 6 L�e—ssI+i&s -r e"Is T-E'£ (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: D,qo c,) (LOAC) A tAT-ri 7oc l - �'I ., lases House Number Street Hamlet County Tax Map No. 1000 Section ` L4 ::,Block ' Lot 1 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancymc-NN-)'r L auk b. Intended use and occupancy p W csw I�G-- 3. Nature of work(check which applicable): New BuildinAddition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cos \S c� CXD 0 .0 f°.F U °- EA: "(To.b paid on filing this application) 5. If dwelling, number of dwelling units Mimber of dwelling units on era h floor If garage, number of cars $ w....a `::' 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front �5., r r.` Rear Depth Height '3�,� I '� Number of Stories oZ Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front r 3`�� i l Rear gal / Depth 3 10. Date of Purchase L4/)0/13 Name of Former Owner 11. Zone or use district in which premises are situated q 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-X 13. Will lot be re-graded? YES/NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premises R1 �7 s+W C..P Address F&+-�,-SQ jL Y tk°0 6 CK 6 �Phone No.Sr6'MS-. S7'7 7 Name of Architect-Xi m 0Eru R*�CGV=1 ,I P& Address So,rp{&-o j PY Phone No 1�5 i-XCI&^?1 I Name of Contractor'To 6e p6TG7P-ph i&YMAddress Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1/ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY,BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO. � * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants-and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY O " being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the b Uu AFL /TR-OSZ EE 0 P IM L-Q-6 F=A M t L-:-Y PA P-7-PJG9•Sd-I P� L� (Contractor,Agent, Corporate Officer, etc.) �I 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. efore me t ' day o 20ffl 4A 6ttW 14 o& CEY L. DW ' / Notary Publi " NOTARY PUBLIC,STATE OF K=` , Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2&U, 4 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ..,,:.. ro err _southoldtownny.Qov seandAsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION i ELECTRICIAN INFORMATION (All Information Required) Date. `7 / d o Company Name: l YLS iV,p U5%R t E-s j p Name: 'J-6h n •�- License No.: 14Q53-JAC— email: o L... a �o Tor►(i n�• n c I' Address: &urV _ �,�.p�N 84%3 Phone No.: JOB SITE INFORMATION (All Information Required) Name: / v` �._4�5:6 �--� (ZAo? /'Y' ) NE'e 5(-r)..P. Address: Cross Street: 0 ...^of fy V t7 Phone No.: S'46 -- go-P.5— ? c/ BIdg.Permit#: 143 q3 email: ®�� ort n v►�% Tax Map District:. 1000 Section: .. Block:, Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) / G li v ► r► �. ��' C� r¢eS oy C Circle All That Apply: Is job ready for inspection?: ES NO nRougIn Final Do you need a Temp Certificate?: YES / 0 Issued On. Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: .. A Old Meter# New Service- Fire Reconnect- Flood Re c -Service Reconnected - Underground - Overhead # Underground Laterals 1 H Frame Pole Work done on Service? Y N Additional Information:, .� - - - QX\12FR Ls- A L G - 7 2020 l ,a.© CP BUMDING DEPT. T07 JTHOLD i BUILDING DEPARTMENT- Electrical Inspector ✓�O�OaTelephone c�G TOWN OF SOUTHOLD �� y�`+ t' Town Hall Annex- 54375 Main Road.- PO Box 1179 � . Southold, New York 11971-0959 A.,�, Ol (631) 765-1802 - FAX (631) 765-9502 roaerrCa�southoldtownny.aov seandasoutholdtownny:gou APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date Company Name: 12 . �..V0 U5%rt 11 ES r' Name:. D h vt Fe c License No.: t$53-1�I C email: 1... - a e-m Ton tn( - MCI Address: Phone No.. /& -0 ? JOB SITE INFORMATION (All Information Required) _. . . BName. . _ _ : _ Address:.. . ....`10l).-._-.....�t.Ucs�" Cross Street: ,�o.>r V C Phone No.:Bldg.Permit#: email: a on i'h • v►� _ Tax Ma District: _,..1000. - - Section: _ . . - - Block:.. Lo - _ t: --BRIEF-DESCRIPT-ION--OF-WORK-(Please-P--(nt--Clearly)----- �. _G.1V.I r• Circle All That Apply: Is job ready for inspection?: ES NO nRougIn Final Do you need a Temp Certificate?: YES0 Issued On.. ..�17. - - Temp Information: (All information required) va Service Size 1 Ph 3 Ph Size::__. A" Old Meter#,.. ._.- New Service- Fire Reconnect- Flood Re -Service Reconnected—Underground -Overhead #.Underground Laterals 1 H Frame Pole Work done on Service, Y N "Additional Information: A U - 7 2020 l ,moo BUILDING DEPT. - R THOLD ;s PERMIT tt i Address: Switches Outlets 1 GFI's Surface 1 Sconces HH's �xm� UC Lts Fans Z g Frid e 11 HW �V Exhaust Oven (ice f W/D Smokes . UW I Mini :Carbon ..Micro .I Generator Combo . u Cookto.p .. •.. Tr a:nsfer_ -AHH:oo.d Service. s.t Am HaveUsed Special: S Ccnn Comments. �. ' l v ) S r 2� -0- LrA4 [ Jan CAO�r 1A CA 41 i .� B . LDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD C* x Y euj��s-ou �a Town Hall Annex- 54375 Main Road - PO Box 1179 101 • o Southold, New York 11971-0959 'yjjD app Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny.gov - seand(a)-southoldtownny.gov . APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Al Information Required) Date: 6/16/2022 Company Name: MRJ Industries, LTD Electrician's Name: John Ferguson License No.: 418053-ME Elec. email:office@MRJlndustries.com Elec.-Phone No: 516-885-7914- _ FZfI request an email copy of-Certificate of Compliance Elec. Address.: 27 Quail Run, Hampton Bays, NY 11946 JOB SITE INFO ATION (Al Informs' n Required) Name ' MLEE) Address: 400 Westphalia , Mattituck, NY 11952 Cross Street: County Road 48 Phone No.: Bldg.Permit#: LI Co 94-11-21-1 email:office@MRJlndustries.com Tax Map District: 1000 Section: Block: '-7 Lot: I Q BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): '�( bo,\ gAMQpN - S Square Footage: SGvO Circle All That Apply: Is job ready for inspection?: YES❑ NO ❑Rough In P1 Final Do you need a Temp Certificate?: ❑ YES ONO Issued On �Spc',ck Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect[-]Service Reconnect❑Underground❑Overhead #Underground Laterals D 1 n2 H Frame El Pole Work done on Service? 0 Y EIN Additional Information: PAYMENT DUE WITH APPLICATION �Jc\ Scott,A. Russell ,��°SU S ST�O�)E M[WA\T EIR SUPERVISOR ( t [ � 2 ��1[A\lam A\G.)EI��1 ]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 � Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) _JAN 1 1..RC'D -- _....... _._.. _... _ - -_____.... __.._..._ . ... . ._. . .... i DOES 'II'II-IIIIS PROJECT INVOLVE ANY of THE FOLLOWING: (CHECK ALL THAT APPLY) ' Yes .No j ❑[j A. Clearing, grubbing, grading or stripping of land which affects more . than 5,000 square feet of ground surface. ❑I B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[3-C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑S D. Site preparation within 100 feet of wetlands, beach, bluff or coastal � erosion hazard area. [J[5,E_ Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑. F: Installation of new or resurfaced impervious surf aces of 1,000 square t f eet or more, unless prior approval of a Stormwater Management I Control Plan was received by the Town and the proposal includes i in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered.YES to one or more of the above,please submit Two copies of a Stormwater Management Control Platy and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M_ pOODate tct O NAME-- Z �Ot IC� —1 jZCJ II D @, Section Block Lot '01FOR BUILDING DEPARTMENT USE ONLY'#*** Contact Information O^ r 7-7 n'.r,n�,wowt Reviewed By: - - - - - - - - - - - - - - - - - - Date: Property Address/ Location of Construction Work: ` — — — — — — — — — — — — — — — — j t 0 ' - `eS�OA-Srt 4 n �Q - ❑ Approved for Processing Building Permit. ,_A/�"I V lJV d�-u Stormwater Management Control Plan Not Required. YV,1 [ 1 Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT: S.C,T.M. : 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) —s—r— 6O �+f- ��� Stormwater Management Control Plan CHECK LIST NAME: i section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: `� * The applicant must provide a Complete Explanation and/or Reason for not providing S'SrajTc L117 l� °1 all Information that has been Required by the following Checklist! Numben I, A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item,Please Provide Justification Here! 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. c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17021. - .l d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ) i e. Limits of Clearing & Area of Proposed Land Disturbance. DRAINAGE f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) ;ict 4JiRED JAN 1 8 2019 g. Location of all existing & proposed structures, roads, Rackfil a 765-1560 before driveways,sidewalks, drainage improvements &utilities. OR sneers Certification h. Spot Grades& Finish Floor Elevations for all existing& �hes Been installed to Code. "' '""' ```1•'• • proposed structures. ,l. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k, Location of proposed Construction Entrance/Staging Area W. I. Location of ro osed concrete washout area(s). ER M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing OIV gt that the stormwater Improvements are sized to capture,store,and Infiltrate '3[jall includ CON on-site the run-off from all impervious surfaces generated by a two(T)1.- 14 well mai be limit rainfall /storm event. ►re BaC onstrUC 3. Details&Sectional Drawings for Stormwater practices are required for approval. 3eeding of nCfn S —trance, Items requiring details shall include but not be limited to: and/or• n& n 2pol a. Erosion & Sediment Controls. soils. b. Construction Entrance & Site Access. c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leach inq Structures (e. . infiltration basins,swales,etc.) 1EI-A "•' Ff')R ENGINEERING PAR ' USE ONLY**** Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. , Date: —j i SMCP has been approved by the Engineering Department. FORM '1 SWCP eck List -TOS MAY 2014 V0 at/r O� CO Telephone(631)765-1802 Town Hall Annex �.� �� 54375 Main Road Fax(631)765-9502 - P.O. Box 1179 Southold, NY 11971-0959 �U1LD1l�LG DEAR—TMENT. --- - -= - – NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION ANWO:WTIMBER CONSTRUCTION Date: 1 251 is Owner:: M L G8 4 Lobation of Property: VyTTI-rtr. �. Please-tta�ketinotice that the'(cbeck'8100106614.line).* a/ New commerfal br'cosid�i'ittal structure , ".Addition to,:ex►�iKd' mrai�r•:�al,or-residential st-ructure : : j ' Rhabi(itatiprio.an existing.Commercial or reside'ntiaftruct�re to be,construcfed`tir.performed at the subject property reference above.%M V'O aO (check applicable.line} tY - Truss t zp.6 tot. truction (TT) j Pre-engiaeei`ed woo,"cora4 .ction(PW). . ! Timber construdfien (*Tq,1.'` in the following location(s) (checWapplicable"line): Floor framing, including girders and beams (F) Roof framing (R) -Floor.and-roof framing.(FR) ; Signa re: Name (person submitting this form): LAw✓LINC l� S1N Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 CO 16.57 149.7 6 E � `, � �Fo o. 07 �o� N 46° 45 00 ARO �P Cp JIM DEERKOSkl. P SILT_ FENCE_ en _ _ _ _ - - - - - - phone: (631) 298-711 E W .,.j..rY^n•Sar'. �Z:Yt:.t•t,;*t rii:�t• 4'�!v TtteY `;t'��`y�NrSv,e 5 i`` I V •r'•{... -t•a• folk . I ya'�+..v.4 j3f fk_{�k ;+i;�fs.�"'t"� �i.�^i'�•?:�-(� r<}�'�-#iP-•c;;r�.ir,^rr,G -s^�isr'-•'n•�1�+`'s`� r+�*f' S.��j�.J.d1t`{.ta.%}CtJ� J �J!h%JrktOy.J:[r,. f,,ifJ'Y�rt'r�.�,,hs.'' iJ'ri'. i :NfS'tht3'i•.t.''`rt.Yr��g,�r,?S;vx�!F'i'!?eri ;>.xkt'af?rt;4nhi.,yar•M;rU r'v. syttr,4!7'.;,?�T: g'dia, 7'deep r•.-A•-. .,t, r. *, v M,Yh l� Ji +�.•ys ,�r�+' h:e'' r; •i ._ tttd�'rxo=*afr�9'�Tu4'il'f'`S'f.,s�'tS���� �'�•'d�.rr}fiisii.Tli{�•�.•{tw�f .rr.•t S'Yti",{�•v'.7F.:1 'sf 'v'{rr'^ ;y.A�:�f?':.f,� f 5f f , �t is a.L.¢. :+;�, �,,t,�, /I ,:dJ,r,•r`Y.r•;q�^:i{,.;t.;sk.wActeT°{tn,f,t,a>.rf�,s..,(f:�.T�,f..'r,;y�5_'4dt;srvtY:�tj'i.;,�::-.�#.'-t.,ni,:.tr�,.iii�r.,t.:¢r:r.,,:.,'ti'f::�#.b:+y;^t.r:rh'..Y'I�-.:t't�iv`c?�Cr�CI J'fiYSa>.,;rti�.5.�yl:.y�:�,a(,�.r3�.s•s,.,y�,i.•.>p'..:°.+t....>, ryt> ,-r, 'di7'deep '£''Ir�s .51 DRYWELL $ , CIA ;wg P; DRYWELL R�s (295.75CF) >I,it:11r,l EROSION &SEDIMENT CONTROLS t ', >ra ,0 x, 895.75 CF)� .� � J Fa•f••r r,' ya'•;:t,'..t r:: .;i.y`+. TFdrt9' Shall include but not be limited to: �ry•r•��ii�.rr r,��insrr r�,gh .",�asYt' .�,x;}' �.;a+.��.Y J Y La J a�:..a.1 .s>3.. ?kt. + -fir,'- hf 7 f;.. et-u!r':.:y;•S�.Te.:.q,.,.A :�..tg,t:>..- „i ,.. :f,.;rT,.>,:�5,;�,.,.� �,., :�':��:�;� ��r�.K�.s�•'� �er�r,;;v'�'�.s;:��' �;,�trt����;_q� ,ff�: A well maintained Construction Entrance, I �i�',;L•B•: di �:s�,�' .ir:h'S�'�>� '. t..,yy.,e7tf t?�,v y 3.r.fa,d t �a.to 2yi:.t�,A,.: tryw ����'. , �f,�.Ys�,'TT r��}qf`� i{: t�{t f`sr€T } r'"6>c4.�•�qq.J' T y r � r,.k.',+�ritY:'v'ti?Y:.".+trs�tf;ii, %•' b=sS1�'d.� ��'.3�Y.,'�'„;"�',1'��k""as t';P.,-;r«f'-�.:^.rx;< nr;��.''-i%*s'„'�i4h�$is`�.,',-_:ti�:�ii„'�`,fi,' .,�.:`;• - I ;•.x =�{;., :_,!= :.r,:.rr.. = Wire Backed Silt Fencing, stabilization & 60.0' . aP y Seeding of exposed and/or inactive soils. ' ��1ti',inl.IP✓ �'�T�%'tom ' 8.1 fx��f{fn � J•a / g gmg 0 PROPOSED RtiBUILDING.".? HrI - Mw .,:�:.:r.; .::'1:+::'k','r>s.. f.J. �St,J, 4.:s'..{ .'':'3:Yy -• t1' r c,xirdt'=1' r=:.f:+;'�o+�+r��r��+^�}oaifa::i?t:�.a;�{:a�• •;>`��t"•� i•�: �. T„ Via. 1 3 ;s r t"Yg'� •svit•{%Fsi-s�,rs,.cr-:f($ri,.� �+y�k�..s1y..rr; !{k." i "•gi;" r' `L°t$irwi .v"�Y"yi{'t'n,1�iF pi,,,' a', =-0a.,,! ��y]P.- :75;,.yx�,,#. a.}�,:f ; `�Ek zrv'- f"rz5nf r[y¢s•Rr, *W`vf€- �:��'.;� >i..•a \ 'a„�rk�>.��,�u,;�.�, DRYWELL .ir�,vt' -ttjrY [� 7iy r' 1• .N�"S:.d'�`�1R..`.YM1•tFi �f F iri✓"•^. zr#Ij,i^� "iLt,.S�f sem, x {1.{-r.,,',;:i. d...+..i.n t• `'f.Jf4r.+•',.'i;. t }'✓."ti Y 5 ! t'rn` tYac �'.i'}i S'� 4�t f4,• 295.75 CF).,� r.S.;rr��,,,h;�.�tr:^i`.:o,,,a"�£i"i*f• .Y <-f }dr t r':{>:�{a�. 's t(•J 4 flArr:,...�:.: �.'�..i{.�p�';r. t S f•.�i�'.- r $' fsfi.o ta' •'` I DRAINAGE INSPECTIONS ARE REQUIREDUj :7�''S+:`y \ r r t+d• :fit }t•7t£ftp$, ��,` ,�,� Contact TOS Engineering at 765-1560 before CONCRETE T .'..4r o; r.�:.,;p .;r .xT -� . .s-iY.fi, F'.F:i iF'a:Yy' t=I?Tj 3�{yF, n 1 I �h. TJ F f•F±. : aq..T.y&:.. NYM. s.f a fT0.14, A°.�: 'wS J .n*v° '�l{ XS tCv p'rjYy No r H 1 WASHOUT .,t� nY:, `. art x � f= t ... Backfill, OR Provide Engineers Certification s 1 br„ �"rY:4n.'ter• t t «t S'tf •iF ,r+^tY � �,iffxT, f,'"it� r w y ^ �\ rh o^,'.' ^.'" ¢'4 ik.,a a.�.r,,,w araa*SeinY�9i�T'a',4: ',5 .+.�✓.h'�..,..yivg:,R. y,ryf 3�• H ,q� that the drainage has been installed to Code. r2 d•`f ti"=, z;4'�i'..*''r."..Yj s,Zy. ,a.:•.. 'a{ s :�i> ' t r' •t'%s�{;S' oS{;,•$ r , s8 dia, 7 dee y A_-g 5' 8 dia, 7 deep I K�; pdr.rrramF>�"r.. — 'v:., ;..ah.0 r.�tr�� t r �if;VttSdfr§d���r�; s 9�ti.�aJ:�'R'�f'�s�A / \ ff��77 ey+.t :}.a a...a f f.k,}' t:d t+` drK r r.., l. : :, J. .: rT r:, .;�}, $, ;< y :l 1 DRYWELL �,.�{C�j,. ;;:F• , ' DRYWELL !'�fit'ta`F5, :'°�� - ;a`f'ti"t,�:,:, - t:. $} +frY'•'.+r'•m,,cT6r a.'�" �FA. �is9-t;�i..'n+re�i>/ .w...1�g�],�{,:•C�•f�-,'ic'i,�4' 1 ® i �•S�T,r�tk:k':z3A:�.ty � O $+b4.{i.+�SJ.'$`:YPi�• 3:,` ,7}T-ii' 'tT':"r0:.S,t:.r.£��"''�fcJ"}.}�:�(;;e:7yfX�`:`„fx'�'��:; ;k � .�..'...... ,, , L.tlk.rYMk i�•�\/295.75 CF),?ftp' tft;�<T�,�� � i 295.75 CF l.F° .�tsr�'T r :r a :i�'�. '.•`,�.?!s4{r•�At�§TA*i..Vit :sa%J•'{ tif :�;,b.�”'i3;'i{Si't�tiS"d4$jgiTt~ �`r?b ,^§nrL ^ _ ( ) n.�a. .sx.•`,�yr, �Y• APPROVAL OF STORMWATE ANA ;�'�;��� {�; ,:� ��s. ka .. ;. �� ,� �r{�•7..�'�`�� ;•��3 ' °'-.�:,t,�,�,� ;}'t i I CONTR GERM N �i 1 +:'' "N,S• n`;P 'icflK.` -.!6+311 ^trttf;N.Adt,.: ' °d'�t.ts FxP"' �' 7: �^ t �1/IE T >f" at,F: CC.tiTR L PLAN ::(tr:�: 'r.'t-a, irr�n; � : +f• tti?s�'iM1.*..f;�"�. fir,,;:r r ,�5 x.-r fra•f 5. ::i J '`'`� "�•�� f'.�r�yd .�'f�',�.,."�4� '�'f t� �` 'r �: .r•�^f�.a,:.-a•�y .�{���.� �.�'.o�;s�ra.S,���i�r,�� '� �� I — -To Cod C e - � Date: 6 � Z H _ — Approved by: — �— SILT FENCE Lf1 j SOMME* rcn, kj-1 RSTER PORT-A-LAV TO REMAIN FOR ON SITE FOR DURATION ^ UCTION OF CONSTRUCTIONw 312.12' )8'15 W �-- SCTM # 1000-114-7-10.7 Uj DESC RIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: SITE PLAN PROPERTY: 46624.5 SF SCALE: 1" = 20'-0" ESTIMATED AREA OF 17600 SF — GROUND DISTURBANCE: 50` MIN. D BUILDING 2862 SF 6.1 % 150 CY 50 CY D ANDItR JAN 1 6 2019 SILT KWIC 75 C Y 25 C Y _ -- SURVEY OF SU FOt K COLNT3r DEPART.'::Di O�-"iii.=A.L.`t r-'ZD'R"JICF, LOT 3 PER?IIIT F3-T� aT-f r}AC At, O �•;,�, k 1 s --'��: F L A MINOR SUBDIVISION FOR MALE t,0U'-' Y a '1JL;CX ONL-y A.C. GARELLE rA Q J, APPROVED BY TOWN OF SOUTHOLD •� �J �4��I 0v ,� PLANNING BOARD ON JUNE 23, 1975 { SITUATE AMOVED �AD,%�/ MATTITUCK FM C7� BEDROOMS TOWN OF SOUTHOLD EXPiI M THREB Y;3 ;t3 F]CO S Olt APFROVAL �y SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-114-07-10.10 SCALE 1"=50' . .. ExcAdATioN INSPECTION R.-SQUIRM .. ,� -. .•8?S� s -�`- OC OCTOPAGE BER 26F 2018 .. FC S.r'%Nr A11Y Sys• �� ryO �y SgS2. NOVEMBER 21, 2018 REVISE PROP. SEPTIC SYS. LOCATION B7 WEALTH UIi�A1�71i�dT g� 30� EROSION &SEDIMENT CONTROLS AREA = 46,441 sq. ft. Shall include but not be limited to: 1.067 ac. L A well maintained Construction EntraW%VAT10NS ARE REFERENCED TO N.A.V.D. 19M DATUM TWHOLE$ Wire Backed Silt Fencing, stabilization Q EXISTING ELEVATIONS ARE SHOWN THUS-X= 84. MINIMUM SEPTIC TANK CAPACITY FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' LONG, a-3' WIDE, 6'-7' DEEP Seeding of exposed and/or Inactive soils. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 1 POOL: 12'.DEEP, 8' d1a. �Od� PROPOSED FUTURE Sox EXPANSION POOL '�,'q�ix, ®PROPOSED W DIA.X 12' DEEP SANITARY LEACHING POOL Q (�, ®PROPOSED 1,000 GALLON SEPTIC TANK 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD A <ir � `tl. Q 915 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 4.THERE ARE NO SURFACE WATERS OR WETLANDS WITHIN 300' OF SUBJECT PROPERTY. bh c di�•• '`` 1� :O d9 ,t, DRUNAGE SYSTEM CALCULATIONS: 2JA y'� �' �'p cO�,t, DRIVEWAY AREA: 6,780 eq. ft. IL O� I 9a 6,780 sq. ft. X 0.17 = 1,153 cu. 0. � ;•:'�'_ - _ -s !A �1:.q S f� 1,153 cu.ft. / 42.2 = 25 vertical ft. of 8' dia. leaching pool required T' �: 130• G'Yp�' 10�. PROVIDE(4) 8' dia. X 7' high STORM DRAIN POOLS ' w'` ROOF AREA: 1,860 sq. ft. ^ ti'- >> 0 2,862 s ff. X 0.17 = 487 cu. ft. w {/M1. ,;.�••``.' :•:: 1 = .......t h.Vit; 487 cu.q ft. /42.2 = 12 vertical ft. of 8' dia. leaching aired pool req :>•: : _ FY -_'»: PROVIDE (2) 8' dla. X 7' high STORM DRAIN POOLS Alk N-- .yam ,.wti ::•• {::.�.::: •':: ��:: :. •:; �g TEST HOLE DATA "7-�M1}j. of ..l�jp•a. '�...• :�! •:� •. sil ��:. :•l�:•;,;; 23.4 G.A (TEST HOLE DUG BY NATHAN T. CORWIN 111. LS. ON OCTOBER 12, 2018) EL.25.1' °' \ ;' .::•:; ® ¢ DRAINAGE INSPECTIONS ARE REQUIRED �4s, \ { y°'� IOlssl�i�� Contact TOS Engineering at 765-1560 before PALE BROWN FINE TO MEDIUM SAND SP' ,' .Y• Backfill, OR Provide Engineer's Certification s QJ , N \ 4 •!• t a r'`^-��'.,.,sFi�: b• ��.' BROWN LOAMY SAID SM N s �.a>:.:. :• p that the drainage has been installed to Code. 04 �•\ IRS � If B, y' % � �� APPROVAL OF STORMWATER MANAGEMENTA,yAI :�� PALE BROWN FINE TO MEDIUM SD SP r �3. �' CONTROL PLAN -To n Code 36 SUFE CO.1lT �5 ks`(�r �� Dater kEA THSERVICES zoo Approved by: 7 TER MGT EL 47EXPECfED GROUND WATER ��� '•\ TEST WELL No.USGS 405924072321501 S 39269.1 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR �� ND Nathan Taft Corwin III \ HED UNAIJDLORRED TERATION OR ADDITION BY THE L.IA D PROVED D ADOPTED I SECTION THIS SURVEY LS A VIOLATION OF FOR E G' TE LAND (�,� •� EDUCATION LAW. THE NEW YORK STATE TITLE ,I •• COPIES THIS SURVEY IMP NOT BEARING ��P '�l�1'i �� Land Surveyor �O� THE LAND SURVEYOR'S INKED SEAL OR t1 �J n` EMBOSSED SEAL SHALL NOT BE CONSIDERED �•' 'A TO BE A VALID TRUE COPY. ;•r i� ��- ` . CERTI IGTOHS INDICATED HEREON SFNLL RUN f ..? y Successor To: Stanley J. Isaksen, Jr. LS. Y fit• �( ,( * Joseph A Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE i " bdivisions — Ste Plans — Construction Layout TITLE COMPANY,GOVERNMENTAL AGENCY AND 1; Title Surw LENDING INSTTMION LISTED HEREON,AND >� To THE ASSIGNEES OF THE LENDINGINSH— �-v PHONE (631)727-2090 Fax (631)727-1727 TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE _ ti THE EXISTENCE OF RICHT OF WAYS <� OFFICES LOCATED AT UNUNG ADDRESS AND/OR EASEMENTS OF RECORD, IF C(C�, 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. �'�^=iNLY. a. 0467 Jamesport, New York 11947 Jamespart, New York 11947 STORMK'ATER MANAGEMENT NOTES: PAGE 2 OF 2 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION DETAILS MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. STEEL OR WOOD 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, EXTRA STRENGTH FILTER FABRI POST (TYP') A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF REO'D. WITHOUT WIRE MESH SUPPORT U.S. SIEVE 120) SHALL BE STAKED AT THE LIMIT OF CLEARING 5D MIN. 70 AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. +o' MAX O.C. SPACING oR ro eE surriON S E THE SCREEN SHALL BE MAINTAINED, .REPAIRED AND REPLACED AS W/WIRE SUPPORT FENCE KEEP SED NENT ON SITE OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL 6' MAX. O.C. SPACING y W/0 WIRE SUPPORT FENCE - I HAY BALLS AND/OR DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS I SILT FENCING TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE FyUW 0 SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE SCREEN IS REMOVED. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL 0 • „. .A •ATTACH FILTER �ABRIC SECURELY Q I BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT "'' To UPSTREAM SIDE OF POST N SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED \ SILT FENCE DETAILS I AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE Nor TosoU OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES HAY BALES ANO/OR SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED NOTES SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO I SILT FENCING UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. MAXIMIZE PONDING EFFICIENCY.INSPECT AND REPAIR SILT FENCE AFTER 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED PLAN VIEW 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-SITE TRANSPORT. 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED ON THE PROPOSED RESIDENCE. "MING-ME 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. I ROAD 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALSRALES OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF I HAY FENCING FROM BEING DISCHARGED ONTO THE ROAD OR OFF—SITE. SILT FENCINGWrRANCE BASE OF 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE 36' HIGH POLE(MAX.) ORV�P /4 BLEND SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW STEEL OR WOOD POST F1 TO I D.O.T.APPROVED E R.CA FILL TO +e•Mw.ABOVE EXISTING IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF caADE To ALLOW FOR DRNNAGE � FLOW FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, cRoss sEcnoN WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE q TEMPORARY CONSTRUCTION ENTRANCE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING (NOT TO SCALE) PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION AND GROWTH. A 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% ARE �` ''''•! EROSION &SEDIMENT CONTROLS VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER THAN 1 SQUARE FOOT IN SIZE. N 4' x 6• TRENCH Shall include but not be limited to: 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR W/COMPACTED SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF BACKFILL A well maintained Construction EntTYPICAL STORMWATER UNIT Entrance, OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO (TOPS TO BE TRAFFIC BEARING) THE ROAD. A NON—LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, Wire Backed Silt Fencing, stabilization& (NOT TO SCALE) OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR TBI=DETAIL CONSTRUCTION ACCESS .WAY AT THE ACCESS POINT ALONG THE ROAD. '(NOT TO SCALE) Seeding of exposed and/or inactive SOilStIMED GRADE CAST 6I TMICK�NFo��O�� �6u+e TYPE ea+o) W TRAFFIC BEARING SLAB - T3*-O" PIPE FROM ROOF CUIIEIS DRAINAGE INSPECTIONS ARE REQUIRED 6'-0• Contact TOS Engineering at 765-1560 before CRUSHED 3d4•- +-+/z•STONE Backfill, OR Provide Engineer's Certification ALL ARouN TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1.4T AREA CHOSEN FOR STOCKPILING OPERATIONS that.the drainage has been installed O COd n REINFORCED HIED PRECAST GONG. REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. - TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. 4aoo PSI°2e QAYS VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH (mtn.) 41— (min.) PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. APPROVAL OF STORMWATER MANAGEMENT AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS %I, �, �, 1 CONTROL PLAN -To n ode C 236 v STABILIZE ENTIRE PILE_ Date: [1 I Q GROUND WATER WITH VEGETATION OR COVER �L `7' `7' �' �' —Lft y Approved by: .y .1. .b y y `L' N.Y.S. Lic. No. 50467 Nil y �cP��o�" 'r Nathan Taft Corwin III � ��t ��� Land Surveyor '. ♦ * Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A Ingegno LS. STRAW BALES OR SILT FENCE Title Surveys —.Subdivisions — Site Plans — Construction Layout SOIL STOCKPILE PHONE- (631)727-2090 Fax (631)727-1727 (NBT TO SCALE) SOMAILING ADDRESS OFFICES LOCATED AT w..•.S 1586 Main Road P.O. Box 16 VLJ Jamesport, New York 11947 Jamesport, New York 11947 STJFF70L.}, COT N7f SURVEY OF LOT 3 7-k MINOR SUBDIVISION FOR FEIRUIE91' A771'?RCIVAY-(31? --r;:.ri'.;71r;TK I Tm A A.C. GARELLE APPROVED BY TOWN OF SOUTHOLD DAIM 11 -3z•��'o �0-1�-da -012, PLANNING BOARD ON JUNE 23, 1975 SITUATE A P 0 VE—D MATTITUCK r TOWN OF SOUTHOLD E9 Y i'.?Al TA0m7Fjt---z 04 SUFFOLK COUNTY, NEW YORK R2 -'AQW! C41APPROVAL Aj 40. S.C. TAX No. 1000-114-07-10.10 41� SCALE 1"=50' PAGE 1 OF 2 i"N' IMMURED 'C-Il.I IP OCTOBER 26, 2018 S.'A0,HTA11Y S-75T E)i NOVEMBER 21, 2018 REVISE PROP. SEPTIC SYS. LOCATION 6' B Bj HAAUM D'Ez-PAr'ffMz-:N-r AREA = 46,441 sq. ft. Z-7 Y H2_ 1.067 ac. 44- NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM TEST HOLE EXISTING ELEVATIONS ARE SHOWN THUS:= ma 2. MINIMUM SEPTIC TANK CAPACITY FOR A I TO 4 BEDROOM HOUSE IS 1.000 GALLONS. I TANK; 8' LONG, 4-3 WIDE, 6'-7" DEEP MINIMUM LEACHING SYSTEM FOR A I TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. I POOL. 112' DEEP, 8' dia. PROPOSED FUTURE SOX EXPANSION POOL I 0- if& PROPOSED 8' DIA. X 12' DEEP SANITARY LEACHING POOL PROPOSED 1,000 GALLON SEPTIC TANK lip e0l, Tp 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD b.. OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 4. THERE ARE NO SURFACE WATERS OR WETLANDS WITHIN 300' OF SUBJECT PROPERTY. 1904 / 00 lop, 9- • SIC ;ob DRAINAGE SYSTEM CALCULATIONS: —0 214 qy DRIVEWAY AREA: 6,780 sq. ft. ............... IL STOGMLE 6.780 sq. ft. X 0.17 = 1,153 cu. ft. 7 - 153 cu. N. / 42.2 = 28 vertical ft. of 8' dia. leaching pool r quired .... ...... -01, PROVIDE (4) 8' dia. X 7'.hIgh STORM DRAIN POOLS ........... ROOF AREA: 1,860 sq. ft. .... 2,362 sq. ft. X 0.17 = 487 cu. ft. . ..... Ov . 487 cu. ft. 42.2 12 vertical ft. of 8' dia. leaching pool required ................ ............ PROVIDE (2) 8' dia. X 7' high STORM DRAIN POOLS ....................... . .......... ........... ............................. ................... .............................. ......................... .................... .................... 4.1 . 'z-. .S. & R. TEST HOLE DATA -q "S 214 (TEST HOLE DUG BY NATHAN T. CORWIN 111, L.S. ON OCTOBER 1Z 2018) 100 EL 25.1' 0' 'S� PALE BROWN FINE TO MEDIUM SAND SP BROWN LOAMY SAND SM PALE BROWN FINE TO MEDIUM SAND SP C StFF.CO-HEALTH SERWCEs z OFFICE 21:W&W 17' WATER Af T.EL..7 20.4' EXPECTED GROUND WATER TEST WELL No. USQS 4050 1501 1;39969.1 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABUSHED UNAUTHORIZED ALTERATION OR ADDITION BY THE LIALS,-AND UPROVED AND ADOPTED TO THIS SURVEY IS A VIOLATION OF FOR SUCHASE F.PErM YORK-'STA Nathan Taft Corwin III ,7 LAND SECTION 7209 OF THE NEW YORK STATE TITLE Om EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 0 Land Surveyor 110 THE LAND 'SANO SEAL OR EMBOSSED SEAL SHALLSURVEYORINOT BE CONSIDERED TO BE A VAUD TRUE COPY. 31 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. S PREPARED,AND ON HIS BEHALF TO THE sdrVe0fidivisions Site Plans - Construction Layout TITLE COMPANY. GOVERNMENTAL AGENCY AND Title 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 OMCES LOC4TED AT MAILING ADDRESS AND, EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED "�:--�'N.Y.S,*Li 0. 0467 Jamesport New York 11947 Jamesport, New York 11947 %;J�`I / , STORMWATER MANAGEMENT NOTES: PAGE 2 OF 2 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING DETAILS AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STEEL OR WOOD A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EXTRA STRENGTH FILTER FABRIC POST (TYP.) U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING REWD. WITEOUT WIRE MESH SUPPORT AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 10' MAX. O.C. SPACINGso•MIN. TO BE SUFFICIENT TO THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS W/WIRE SUPPORT FENCE kjOR KEEP SEDIMENT ON SITE OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL s' MAX. O.C. SPACING GI W/0 WIRE SUPPORT FENCE HAY BAES AND/OR DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS .;;'. — SILT FENCING TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE a SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE :•...:.!;:'•,'.;;f:' FLOW SCREEN IS REMOVED. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, :: ;•�— A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL ` o ' y .,'.y.•• ..'• „r:..•...r•:..n Q g ---------------------------- BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT .:,.,;:;;`;;,:;. ArracH FILTER fA9RiC SECURELY p o SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES :•,; .:° TO UPSTREAM SIDE OF POST o! I n SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS / / •>r\j� 17 NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED �\WIN -rLT FENCE DETAILS AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE NorToSCALE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES AND/OR SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED HAY SILT RAI BA1ES UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. NOTES SILT FENCE SHALL BE PLACED PARALLEL To SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED PLAN VIEW 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED OFF-SITE TRANSPORT. ON THE PROPOSED RESIDENCE. 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. EXIs1tNc GRADE 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS I ROAD OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF H�FENCING FROM BEING DISCHARGED ONTO THE ROAD OR OFF—SITE. I S9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE ION WrRANCE BASE OF 36' HIGH POLE (MAX.) COMPACTED 3/4 STONE BLEND SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW STEEL OR WOOD POST OR N.Y.S.D.O.T.LL TO 18"MIN.APPROVED RCA EXISTI IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF GRADE TO ALLOW FOR DRNNMEG FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, FLOW WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE CROSS SECTION VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TEMPORARY CONSTRUCTION ENTRANCE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING (NOT TO SCALE) PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION AND GROWTH. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER S ,.,.�: THAN 1 SQUARE FOOT IN SIZE. i i� 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR �\ 4• x 6• TRENCH SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF / W/COMPACTED MPACTLL TYPICAL STORMWATER UNIT OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO THE ROAD. A NON—LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, (TOPS TO BE TRAFFIC BEARING) OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR TRENCH DETAIL (NOT TO SCALE) CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. (NOT TO SCALE) OR B TR HICINLET FRAME&C K REINFORCED CONCH. COVER(FLOCKH4RT/83516 TYPE 13840)FINISHED GRADE 1'-0' S'TRAFFIC BEARING SLAB--\ -PIPE FROM ROOF GUTTERS 6•-0' CRUSHED 3 4' - 1-1/2'STONE ALL AROUN TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1.47 AREA CHOSEN FOR STOCKPILING OPERATIONS REGRADING & VEGETATING DISTURBED AREAS. LEACHING RINGS TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE SHALL XI DRY AND STABLE. REINFORCED PRECAST CONI. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 2. MAXIMUM SLOPE OF STOCKPILE SHAD. BE 2:1. 3.-O. 4000 P51 O 26 DAYS PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT (min.) 4' (min.) STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS � STABILIZE ENTIRE PILE WITH VEGETATION OR COVER �L 1 � 1L 1L IP GROUND WATER L L �Y �Y Jr �L •� �Y �L NV NV N.Y.S. Lic. No. 50467 %41 N' �,� ? h Nathan Taft Corwin III 14, o A Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A Ingegno L.S. STRAW BALES OR SILT FENCE SOIL STOCKPILE {, z Title Surveys —.Subdivisions — Site Plans — Construction Layout (NOT TO SCALE) PHONE (631)727-2090 Fax (631)727-1727 n OFFICES LOCATED AT MAILING ADDRESS (� SU 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jannesport, New York 11947 SURVEY OF LOT 3 MINOR SUBDIVISION FOR �F<< A.C. GARELLE APPROVED BY TOWN OF SOUTHOLD PLANNING BOARD ON JUNE 23, 1975 SITUATE MATTITUCK TOWN OF SOUTHOLD PH SUFFOLK COUNTY, NEW YORK /XPi �\ °ato ^� S.C. TAX No. 1000-114-07-10.10 4'p <��30 O SCALE I"=50' / /�'` 4�82s• s s °�F�� � OCTOBER 26, 2018 NOVEMBER 21, 2018 REVISE PROP. SEPTIC SYS. LOCATION r SEPTEMBER 26, 2019 FOUNDATION LOCATION 3 JO AREA = 46,441 Sq, ft* �" II 1.067 ac. / TESTS A // QC°Op Y NOTES: 0 °4ni`NF 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 2G�P4- /' // $ST �' GaT'ToppOr •{'�`S EXISTING ELEVATIONS ARE SHOWN THUS:ffX.9 'G O�QJOJG Jr"'�y /' :j/ N°F F°sr ef�Cjy1, s��• e 3�F0� `<''I'c q TREE 0 �' \ s• � 9�9 A -'0 e. 211 t'�'�P�\� s. [�.r�•"r�-���a�REac GOOJ�O \ .a E �e/ 4 \ j..ry,�REE \\ \\ �Rey'D�G dieo0 4T) 2AS `\'� , \ \ c� TEST HOLE DATA °REED �Nv (TEST HOLE DUG BY NATHAN T. CORWIN 111. L.S. ON OCTOBER 12, 2018) OSP \2. �� EL. 25.1' \ //\ \\ O 9-g, a. o�� q// `\ TREE\\ ��� �y�aC'OI� `G� PALE BROWN FINE TO MEDIUM SAND SP yl``vj q� \ oy, FNC hry 5 BROWN LOAMY SAND SM JO.. B OREPALE BROWN FINE TO MEDIUM SAND SP tygTF V T� �fyF� 14 O� EL. 4.7 I I 20.4' - \ r2 HIGHEST EXPECTED GROUND WATER '32 \ TEST WELL No. USGS 405924072321501 S 39269.1 PREPARED IN ACCORDANCE WITH THE MINIMUM \ STANDARDS FOR ESTABLISHED Nathan Taft Corwin ��� UNAUTHORIZED ALTERATION OR ADDITION BY THE LIJ\.L. AP VED Aab OPTED TO THIS SURVEY IS A VIOLATION OF FOR SUCH By tfiNE eSTAT� ND �\ SECTION 7209 OF THE NEW YORK STATE TITLE ASS [AM G EDUCATION LAW. h Land Surveyor GSF O �S COPIES OF THIS SURVEY MAP NOT BEARING »F t C `l.� SpryF o2 O� 0 i G<(, THE LAND SURVEYOR'S INKED SEAL Z16 G' EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Xf," Successor To: Stanley J. Isaksen, Jr. L.S. rY l� ONLY TO THE PERSON FOR WHOM THE SURVEY yy,'1= Joseph A. Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE3cf TITLE COMPANY, GOVERNMENTAL AGENCY AND r-= •� �' bdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND '� Title Surveys TO THE ASSIGNEES OF THE LENDING INSTI- ' MION. CERTIFlCATIONS ARE NOT TRANSFERABLE. �� .,, PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Bax 16 ANY, NOT SHOWN ARE NOT GUARANTEED. '� 5 467 Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF LOT 3 MINOR SUBDIVISION FOR A.C. GARELLE / APPROVED BY TOWN OF SOUTHOLD *+ PLANNING BOARD ON JUNE 23, 1975 SITUATE MATTITUCK ' TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK Ap 1ry� S.C. TAX No. 1000-114-07-10.10 SCALE 1"=50' OCTOBER 26, 2018 S NOVEMBER 21, 2018 REVISE PROP. SEPTIC SYS. LOCATION '$. O SSS SEPTEMBER 26, 2019 FOUNDATION LOCATION �• JANUARY 26, 2022 FINAL SURVEY gb 3Ga F AREA = 46,441 sq. ft. 1.067 ac. SEPTIC SYSTEM TIE MEASUREMENTS �� r GARAGE GARAGE GARAGE /' ? / / � O c+ /�B $cp'c'y CSEPTIC OVER TANK C033ER ❑ CORNER CORNER© o` l' to �t o••tp�.� �9f COVERING POOL ' 38.6' 68' � �cr CLEANOUT 4Q� � _ ' / 26' 45' NO COVER 1 o�Q 0 M t+� 6 -F�/•A" 4* CLEANOUT 58.5' 5' ' • , wRR . ry / B• \'S Ad9 y COVER 2 imp ��' \•�, .. tp GP�E�pR �1 � � %-,4r ry' �oa� .\\a• tU: �E,ry�G PRS �GN� O I_� ,1J1 �C �� ./ • P _ MAR 0822 i ' p.•' Ito " UNAUTHORIZED ALTERATION OR ADDITION A �� fir/ `� `r •.' �S TO THIS SURVEY IS A VIOLATION OF \ /� /,���• SECTION 7209 OF THE NEW YORK STATE (� / EDUCATION LAW. �T �S / ^� '� SIS• \ / THECOPIESLA OF THIS SURVEY MAP NOT ROARING '•� / p THE LAND SURVEYOR'S INKED SEAL OR ?3�1 `/ � TO BETA EMBOSSED TRUSEAL E COPY. BE CONSIDERED `, S1rGS� ONLY YRETO THE SPIERSAND N FOR WHOM BEHALTHE HES HCl QYh. L�� j`•�4 Gas TITLE INC COMPANY. GOVERN D ED HEREON,AND ��� •`• 14 VYW" TO THE ASSIGNEES OF THE LENDING INSTI- L TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE, \ h1 THE EXISTENCE OF RIGHT OF WAYS 5 ,�?J � •. l�G� IF ANY, NOT SHOMWN ENTS AREFNOTCORDGUARANTEED. PREPARED IN ACCORDWCE'WRH'THE MINIMUM STANDARDSA 'µSURVEYS � Nathan Taft Corwin III FOR SUCH USE BY.-Tt1E-NEW.,YORK_STATE,AND .` TITLE ASS FkT1DN,.1, ,s Land Surveyor y� { I -.m~ \� ''ij "1 '+ Successor To: Stanley J. Isaksen, Jr. LS. � Joseph A Ingegno LS. Title Surve}ybdivisions — Site Plans Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOGITED AT AWUNG ADDRESS ..�_-� A . -" 1586 Main Road P.O. Box 16 4 a. `-7)s N Y.S:.ic: No.X50467 Jamesport, New York 11947 Jamesport, New York 11947 •.n -:1 b:J w SURVEY OF LOT 3 MINOR SUBDIVISION FOR A.C. GARELLE 0 6 APPROVED BY TOWN OF SOUTHOLD c �A PLANNING BOARD ON JUNE 23, 1975 SITUATE MATTITUCK TOWN OF SOUTHOLD a� P� SUFFOLK COUNTY, . NEW YORK P cop' lo?, ,tib S.C. TAX No. 1000-114-07-10.10 02s, a Q SCALE 1"=50' s2 ti OCTOBER 26, 2018 S NOVEMBER 21, 2018 REVISE PROP. SEPTIC SYS. LOCATION SEPTEMBER 26, 2019 FOUNDATION LOCATION •'l S?• JANUARY 26, 2022 FINAL SURVEY 21xhy �` tiGN� qwe AREA = 46,441 sq. ft. 1.067a SEPTIC SYSTEM TIE MEASUREMENTS GARAGE GARAGE GARAGE CORNER QA CORNER[B CORNER E aG�P oP / �°� / �@ J / �?'o�cz+ SEPTIC TANK COVER 33' 72.6' •20. Nc LEACHING POOL -10. a ua- COVER 38.6' 68' �tT CLEANOUT lo ' O0�+} COVER 1 26' 45' 58.5' 5' �oN�jt5 G� '�: �o�S�'o\o� �y ,odd COVER 2T 0 9 lip" /? a°• 'So• .O� II � s\r, Q Q`'y• �'. S, oy 000 'o <\ n . CO��PG '? i of O ��04 ,�• � FSP ••. �+°��`'"'�-=''� �..� 4tiG� `\•' °1 ° p rsT. °pie ° �qLy. `\t'• k� ZJ c a i e \� SUFFOLK'.COUNTY DEP ¢:M IREE-44T OF:HE Tx+SERV; MAR 0 7 LoL6I�^ p�. ryi .� 1`�uJ�`J = -� �.r`?�S!� p a'rli� Se14VLEJn�_2FJ�y4 Va / `\ \ �"-�- 9d0 c "' UNAUTHORIZED ALTERAT10N OR ADDITION ?�'3P �mV Ay •LLP 0 \ ° TO THIS SURVEY IS A VIOLATION OF �4 •\ Th..Senge displosal and vvzizz.'.;:"•ii tAatil"'zz�at'w" n SECTION 7209 OF THE NEW YORK STATE ° c �. /. `\ ¢S ,�s�+ , 1=fon 1 h2Ve bmn �� f. -v EDUCATION LAW. ° ,H aflQ/Of C@PQt..@(f�.+y 1.11S L::}, i Y{"t1GFei Of OL''.Li B PiC12s adtiY�TiIPd to coPlEs of THIS suRvtY MAP NOT BEARING ctad C ejA(4 Y thi a JyA� �.�j• 4S?. �.,\ ���gg 40& be satWacQ�f OVIY EtliV 3 F-.EDR00 THE LAND SURVEYOR'S INKED SEAL OR 3Q4 Q cy O-o (�1 ` ( ' G TO EDBE�AED SEAL VAUD TRUE COPY. BE CONSIDERED G`tiS O {� �Qq�y'U' •\ /// 0� � y00.�1`�/aG 4 �. - ONLYTO THESINDICATED PERSON FOR HEREON WHOM THE SURUN RVEY h;,.c�' fg-`j] 9.�, Is PREPARED,AND ON HIS BEHALF TO THE pG�'Hc �/� �i a A r •� ��y�' Craig I���pper, LF-:-. I fiiPO TITLE COMPANY.GOVERNMENTALAGENCY AND •� `/ LENDING INSTITUTION LISTED HEREON,AND lyq T 1h ,s�'j _ p (j TO THE ASSIGNEES OF THE LENDING INSTI— ,`O$ l� �I' ' 's- i'}'�'� 7:_.. —� q-T TUDON.CERIFICATIONS ARE NOT TRANSFERABLE. 13 DoH•, 5 G,;, THE EXISTENCE OF�S RIGHT NAY D/R EASEMENTSO R0 D E F �>>Fey .• c� ?:�-� ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN,ACCORDANCERWIT�f THj'WNIMUM BY THE TFMMD,SURyEY52 LfAa1PTHED Nathan Taft Corwin III S BY THE L<IAL.S [SND,AP,P.ROYED' DS,TAE1nS E eb' FOR SUCH,USE B)r THE NEW YORK.STATE®LAN O TITLE ASSOCIATION. '�Y� •} Land Surveyor 1R." Successor Successor To: Stanley J. Isaksen, Jr. LS. ���1G4• /'� h: Joseph A. Ingegno L.S. J k visions — e Plans — Construction Layout Title SurveysbdiSitPlC ONE (631)727-2090 Fax (631)727-1727 :{ 7 OFFICES LOCATED AT kWUNG ADDRESS 1586 Main Road P.O. Box 16 o(fN.Y-.S a No. 50467 Jamesport, New York 11947 Jamesport, New Yard 11947 All exterior lighting Installed,replaced or 'rRUSS PLACARDING REQUIRED repaired shall conform to Chapter 172 of the Town Code APPROVED AS NOTED DATE: d,3 - g.p � 3 y-(?j DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before FEE: d��gy. Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. NOTIFY BUILDING DEPART NT AT . 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1-FOUNDATION - TWO REQUIRED ELECTRICAL. FOR POURED CONCRETE INSPECTION REQUIRED 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. PLUMBER CER TIFICATI()! ALL CONSTRUCTION SHALL MEET THE ON LEAD CONTENT BEF01-1-'! REQUIREMENTS OF THE CODES OF NEW CERTIFICATE OFOCCUPAM, YORK STATE. NOT RESPONSIBLE FOR SOLDER USED IN WATER DESIGN OR CONSTRUCTION ERRORS. , SUPPLY SYSTEM CANNO EXCEED 2/10 OF 1% L EA COMPLY WITH ALL CODES OF PLUMBING NEW YORK STATE & TOWN CODES -.ALL•PLUMBING WASTE AS REQUIRED AND CONDITIONS OF ,:;A WATER LINES NEED ,T9'1NG.BEFORE COVERING -SGY;:H0L9 TOWN P64MBOARD �n j1�W �TRl14TFE$ NYS-DEC. 'DO,NOT PROCEED WITH RAMING UNTIL SURVEY O- .FOUNDATION LOCATION HAS BEEN APPROVED. OCCUPANCY OR USE IS U N LAW F'_"'__ Must provide Manuals D, 3 and S as per WITHOUT CERTI F I��`�: NYS Energy Code OF OCCUPANCY Blower door Fire separation and ductwork required as per testing required. NYS Code 45° 5B'20„ E /4p3 " l / 3 N , fNEW,,o 149.76 16.57 Jo �cP� S� DEE N 46 : 1 2.8 07?5 �� AROFEss\& ° 42, 00„ E \�, N 39 7a, SILT FENCE to JIM DEERKOSKI, PE - - - - ° phone: (631) 298-7`116 8'dia, Tdeep CS 8'dia, 7'deep i DRYWELL `L.r Z I I DRYWELL I 1 2 I i (295.75 CF) ' 11$ 04 (295.75 CF)''. 60.0' o PROPOSED0:�o o -� 12c�•2 1 i Ln BUILDING ' PN ... 8Tdeep 1 6 �....i � DRYWELL 13 DRwDR � • _ — (295.75 CF) 8 �..i 'dia, Tdeep I ZELL ly I 0 75 CONCRETE ' 1 \ (. 95 CF) WASHOUT I I ( W = 8'dia, Tdeep _ \ 8'dia, Tdeep TOP I IDR.75 CF I I DRYWELL A O 1 SOIL I �._ 1.(295.75 CF) LOCATION / $` _ i (295.75 CF) 0 - -� w O1' — SILT FENCE Z a CONSTRUCTION DUMPSTER PORT-A-LAV TO REMAIN Q TO REMAIN ON SITE FOR ON SITE FOR DURATION W Qi DURATION OF CONSTRUCTION OF CONSTRUCTION H S 510 08'15" W 312.12' pq w H SCTM # 1000-114-7-10.7 SITEPLAN DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: W SCALE: 111 — 201-0" PROPERTY: 46624.5 SF ESTIMATED AREA 17600 SF — GROUND DISTURBANCE. I 50' MIN. BUT SUFFICIENT 70 KEEP 18'-o"X.C. SEDM"T ON SITE BUILDING 2862 SF 6.1 % 150 C Y 50 CY HAY BAL AND/OR SILT FENCINGiz GRADE Y ""' `--^' . PROPOSED DRYWELLS: 3—T, 2-6' — 75 CY 25 CY `[,! y Z uF �e mf � TOTAL: 2700 SF 6.1 % 225 C Y 75 C Y ------ — -- MEETS& BOUNDS BY: KULHANEY& PLAN LAND SURVEYORS SURVEY DATE: 03-25-2013 O ,2. O $ PERSPECTIVEVIEW a�R N o r."� `�•' :r - ', i 1©lili O^LJvkl:cu r 36"MINIMUM22STORM WATER MANAGEMENT DETAILS CONSTRUCTIONTRANCE FOUNDATIONM ACTED FENCEPOST 30NEENDY.ATEO.T.PROVEDC.A FILLIBIn.)OVEISTINGADERAINAGE. ROOF AREA.3150 SO.FT. N.T.S. DRAWN BY: 3D WOV ENRENCE 17AT 100%WATER RUNOFF:527 CU.FT 6 6-10F) I PROVIDE(2)V DIA.X T DEEP DRYWELLS FILTEROTH i PLAN VIEW DRYWELLS CAPACITY:5915 CU.FT 1/3/2oi 9 O Z 1 DRIVEWAY AREA:6800 50.FT. N AT 100%WATER RUNOFF:1136 CU.FT. SLOPE PROVIDE(4)8'DIA.K 7'DEEP DRYWELLS OGEEGUTTER-STANDARD 5" SCALE: SEE PLAN DRYWELLS CAPACITY:1183 CU.FT NOTES; EMBEDLTEROTH Rq pE ROAD I 1).EXECUTION MIN.6"INTOOUND A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. CONSTRUCTIONTRANCE FOUNDATIONMPACTED 2).PREPARATION: z 30NEENDY.ATEO.T.PROVEDC.A. A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION MAY Bw AND/OR FILLIS"in.)OVEISTINGADERAINAGE. B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANI1FACf1BRE FOR SHEET N O■ SILT FQNONC NOTE ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS . MAXIMUMAINAGEEA CROSS SECTION C).METALSPAINT WITH LEDPRO E TIVE URFACESBACKING AND PAINT. FACES IN CONTACT WT H DISSIMILAR METALS WITH LRD METAL RACKING PAINT. 1 REONEARET 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. I).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. SECTI ONTAI L 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:DASH AND SOLDER GUTTERS TO DOWNSPOUTS AND TEMPORARYNSTRUCTIONTRANCE AC�NUIu� B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP)DINT CONNECTORS SI LTFENC ETAI LS SCALR Nis \ 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. SCALE:- DRY WELLS TO BE 10'MIN. 5).PROTECTION: AWAY FROM HOUSE A)PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. O B).TODU1-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. 0° 0 s 1� ° ° 0 i NEW YO c uj z JIM DEERKOSKI. PE o phone: (631) 298-7116 m V Z o v W � o fy --- A O D W O FRONT ELEVATION V w SCALE: 3/16" = V-0" Z � Z a ------------------------------ I W H Fq a H p4 w H LL INS Lit INS o LL—J V i m DRAWN BY: JD 1/3/2019 0 SCALE: SEE PLAN I 0i-j SHEET NO: - --- � � mt— RIGHT ELEVATION o SCALE: 3/16" = V-0" �FNEWYO DEcr- Ekh nib * * 3 W w o. 0��15 Qy JIM DEERKOSKI. PE o phone: (631) 298-7116 II v O v i O D w o REAR ELEVATION w SCALE: 3/16" = V-0" Z -----. ------------------------ � x � W H a LL V Vol m DRAWN BY: JD 1/3/2019 0 SCALE: SEE PLAN SHEET NO: LEFT ELEVATION o SCALE: 3/16" = V-0" S ' �pF NEW Y Gj ro0l-011 bj I I, 1 II 1 I, II I, 1 I 1 II 1 ❑ 1�� "YO O�R4FESS10�P� 16 -3 I 1 r ------------------------------------------------------------------------------------------;---------------------------------------------------------- • - - JIM DEERKOS J, PE Ir r------------------------------------------------------, .,� r-------------------------r------------------------� D r------------------------------------------------- -----, D I phone: (631) 298-7116 I I I I I 1 I I I I 1 I r I 1 1 I r l 1 1 I P I I t d ' ' r , • ------ 1 1 1 I ------------------ t ' ' C4 1 • •' - , 1 I r______________ I I I •r I I -� 0 I • t I ' 1 , 0 , 1 - ` I 1 I I 1 1 I 1 - I 4" SLAB (REINFORCED) Q 1 i I 4"CONC.SLAB ----------- (REINFORCED) 1 t ; 16'X8'FOOTING,,/(2)#4 REBAR UNDER WALL ABOVE cq I • ry ' ' I I I 1 1 t , • I , I D `------------------- ID I O - -------------------- 1 1 d 1 ' I r 8"PC WALL w/16"X8"CONC.FTG. 1 1 (2)#4 REBAR T BELOW GRADE • I ; SLAB TO BE REINFORCED w/10/10 WMM OVER 6"COMPACTED GRAVEL 1 t I 1 I I 4 I I ('f) I • I ^ 1 I 1 1 I I v I ' DRAWN BY: JD 1 • I , I � I I � I I I I I I 1 I I ' 1 ' 1 ' I 1/3/2019 D D I p I 1r -------------------------------------------------------------------------- --------'----- SCALE: SEE PLAN I II I II 1 11 1� 11 1 II 1 11 1 11 ,f2'-10 16 -3 2-9 1r0 �3 2-9 16 -3 2-101ti I SHEET NO: I ro0;-D I1 I I I I I FOUNDATION PLAN- -------- SCALE: 1/4" = 1'-0" ��()F NEW YO DEE � 'Q A --------, O g�'1w.r0 Q A a w 601-0" AROFEss���'P� I I I 3'-0" 16'-0" 3'-0" 16'1-0" 3'-0" 16'-011 3'-0" olI 16'-0"x 7'-0" 16'-0";x T-0" 16'-0"x 7'-0" ' JIM DEERKOSKI, PE I (2)1-3/4X16 LVL HEADER (2)1-3/4X161LVL HEADER i i (2)1-3/4X16 LVL HEADER ; phone: (631) 298-7116 N I 1 1 1 1 81-1 1. z I co ' N I �•.i N I , I I I I ` J I 1 I � OI I ' I I I 1 -- --- }-- 1 W ---------- - ---� ; H 00 ---------- ---- ---- ..,...� P-4 1-1 o = I ---------- __x-----CN f X I Q W ' L Q p 45 MIN.FIRE RATED DOOR �_____=====a ch ~ .�O N w/SC HINGES,STEEL JAMB M w _ k=====_____� 0 w 1 Lu Z IL I� � ' ~ O `_________--I w co �1 `O z i i = i0 �4 c0 r-----_====;I.2 OPEN LL LL I --_-------- 1x TO o Q (2)1-3/4X16 MLI N ABOVE tO t - ' ' x WN I I I _ I I , I � r4 I I 2X4 STUD WALL @16-OC(TYP) 5/8'SHEATHING(BOTH SIDES,WITH ' I BLOCKING(SHEAR WALL).ADD N BRACING FOR WIND AS REQUIRED N BY CODE.UNDERLAYMENT w/ SIDING PER OWNER. Vol INSTALL 5/8"TYPE-X FIRE RATED 1 SHEETROCK ON WALLS AND CEILING I I I - I CV I I I I 1 I I ' DRAWN BY: JD ' I 1/3/2019 (2)1-3/4X16 LVL HEADER (2)1-3/4X16:LVL HEADER i (2)1-3/4X16 LVL HEADER SCALE: SEE PLAN I 16'-0"x 7'-0" 16'-0"he 7'-0" 16'-0"x T-0" I I I I 3'-0" 16'-0" 3'-0" 161-0" 3'-0" 16'-0" 3'-0" SHEET NO: 1 60.0" I 1 i I I O 1 ST. FLOOR P LAN sA a ------- /1 _ , " �F NEW y E E6,� Od',� 'fit n r �I• �'ti " ujw z 14'-4" 31'-4" 14'-4" 01 pROFE �b�P TW3046 TW3046 EGRESS 2X4 PLATE (2)2X8 HDR (2)2X8 HDR JIM DEERKOSKI, PE phone: (631) 298-7116 W W W 10'-0" W g g g g Lu Lu Lu Lu 10 (o 00 �( 1 74"PLATE HEIGHT coI BEDROOM CV 1 N 1 1 1 � 1 N 1 1 1 1 61-711 2'-6" W ------- - --------- -1 o Q 0E1 BA H --------- --V- ---- a ---------- ---- ----- V (moi w w = N p -------- - ------ --- N 1`-�i - _ M ATTIC N o -___--__ _ ______ M LO p UNFINISHED LIVING ROOM C14 -------- AREA SCt-{EDUCE - F-1-i v PRESCRIPTIVE DESIGN PER R402, 2015 IECC: ------ - W a H 850.2 sq ft. ----__ -- E"I FLOOR SPACE R30 CEILING 49 I--I R-VALUE R-VALUE: 54" __-"-'-' *EXCEPTION FLOORS: FENESTRATION O , IF FRAMING MEMBER IS R19 U-FACTOR: 0.30 YEW r- TOO SMALL SOLID-CORE v DOOR w/GLAZE Z SLAB (HEATED) (2'PERIMIETER): R10 FENESTRATDION NR WEATHERSTRIPPING o M SHCR: SOLID-CORE FRAMED WALL R20 m R-VALUE: SKYLIGHT DOOR U-FACTOR: 0.55 WEATHERSTRIPPING 5'-4" = BASEMENT WALL (CONDITIONED SPACE) 15/19 N R-VALUE: CO N 2X4 STUD WALL @16"OC(TYP) 7 4"PLATE HEIGHT 5/8'SHEATHING(BOTH SIDES.ADD BRACING FOR WIND AS REQUIRED BY CODE.INSULATE CONDITIONED VolPACE AS REQUIRED(SEE PRESCRIPTIVE V/ ° DESIGN).UNDERLAYMENT w/ SIDING PER OWNER. INSTALL 1/2"SHEETROCK ON WALLS F F ° 0 0 AND CEILING(MOISTURE RESISTANT N V V v KITCHEN v ATRBATH) r' w w w 1 r w O O S Lu w w 1 00 w DRAWN BY: JD 10'-0" 2X4 PLATE (2)2X8 HDR (2)2X8 HDR 1/3/2019 TW3046 TW3046 SCALE: SEE PLAN 14'-4" 311-4" 14'-4" 01 60'-0" SHEET N O: 2ND. FLOOR PLAN Q o SCALE: 1/4" = 1'-0" of NEW yo <1 9EEF, 'Q w a K�.-� z No ?go P. OpROF��\o� JIM DEERKOSKI. PE phone: (631) 298-7116 2X10 RR/C1 @ 16"OC 2X10 RR/CJ @ 16"OC 2X10 RR/C1 @16-OC ' 2X10 RR/C1 @16-OC 12 12 15 15 0 0ti z O 'key O� �a OO C N qk LL 0 12 x N 12 10 ?: W � A O D W O h U � r w 2X12 DF#2 RIDGE 2X12 DF#2 RIDGE r/� o W N ^ E-I�ry' W ` ' 12 LL12 O 1 10 �2 OV U W J /a N J ti 12 �.�..� 12 Volb �J / -19 2X10 RR/0 2X10 RR/C1 @16"OC @ 16"OC 2X10 RR/C1 2X10 RR/CJ @16"OC ' @16-OC ROOFING PER OWNER W/UNDERLAYMENT DRAWN BY: JD INSTALL PER CODE 5/8"CDX SHEATHING 1/3/2019 SCALE: SEE PLAN ROOF PLAN SHEET NO: SCALE: 1/4" = V-0" O 0 2X12pF NEW RIDGE DEEFoCID 'P,� ip �T Q4, : w Lu AROFE SS\b�P 2X10 DF#2 @16"OC O �ti R� ASPHALT ROOFING JIM DEERKOSKI PE 12 p� �6+ 15#FELT UNDERLAYMENT 1 -13 °C 1/2"CDX SHEATHING phone: (631) 298-7116 O _E N 1 1 2X4 STUD WALL @16-OC(TYP) _ i V m - — - - 3/4"SU3FLOOR 16"TJ1560 WOOD-1 @16"OC T1 11 SIDING . • 2X4 STUD WALL W @16-OC(TYP) ISI o � A O D w o 0 w Z z PERIMETER WALL V J V O ON 2X6 SCQ SILL PLATE -P w/TERMITE SHIELD Wr &SILL SEALILI 1�1 �I - - - IN IT �4 V; ♦. a ♦, a ♦. ♦ I. • 6. ♦. ♦ . A.- .. . ♦ ♦. .. . ♦ b. ♦. • ♦. ♦ ♦. • ♦. ♦ A. . 4"CONC.SLAB,REINFORCED(TYP) 4 O p D 8"PC WALL m .ti .♦ 16"X8"CONC.FTG. w (2)#4 REBAR A SECTION A-Ar r v 4 8 SCALE: 1/4" = 1'-0" � � �r O 8 ® O • v 1 ® 8 O 0• • ® O 3/4'APA PLYWOOD SHEATHING 3 1/r FPR RATED SHEATIRNG GRADE PLYWOOD I V4 (ALTERNATNIYE:]/16'OS R.) • • • • 11/4 V4 I VZ 1114 1/2'APA RATED SHEATHING D RAW N BY: JD GRADE K"ODD BINK W C y, (ALTERNATIVNE:7/16'O.S.R.)Is • °.w. MER C.O.I j SNDS J3_11 3 �1114 7%MDS 1/3/2019 311/2 .O. F13 •1 ® O W(NDOW SILL TYPICAL WINDOW OPENING PANEL SPAN EQUAL OR SMALLER SCALE: SEE PLAN THAN 4 FEET _ O O SLOPE" I/4"PER FOOT PITCH TO DRAIN 4-1-1. SEPTIC SYSTEH TYPICAL DOOR OPENING TRAP HOUSE PLUMBING SCHEMATIC PANEL SPAN GREATER THAN 4 FEET AND EQUAL OR SMALLER TOGETHER"WITS WLESS-L SHEET N O. THAN 6 FEET oR GALWNZEO EOLTs w/wRSHERs AND NITS 0 Y-0'O.C. SCALE: N.T.S. TYPICAL MULTIPLE OPENINGS PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER THAN 8 FEET WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) cl WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" O AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDONS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. OF NEW y WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS �1k, �� ' flEE��o� USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMVIENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. * a� . w n �� J ? KING STUDS �FESS\O RAFTER WALL STUD END CRIPPLE STUD \\ BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB JIM DEERKOSKI" PE DOUBLE JOIST phone: (631) 298-7116 SIDEWALL RAFTER J JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSP NUMBER1 DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24' 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 I LS210 118ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER WALL SHEATHING RAFTERS MAINTAIN SILL PLATE(S) VENTILATION ' " " SIDEWALL FLASHING WOOD JOIST FOUNDATION ' TOP PLATE BLOCKING " - - FINISH WALL AND MOISTURE 2z4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER - LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW DOOR OPENING JACK STUDS BE WALL W MAINTAIN GAP ATTIC SHALL FR PROVIDED WITH A FASCIA / BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ON1llJ. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4°x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / `�"•„ ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS O 14" - 16" LSTA36 1-1/4"x36" i8ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE W O FLASHING 4 INCHES RAFTER \ W \ BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING z z SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENTt I L >& 1 WOOD JOIST IN-EmmaC1� x V TOP PLATE GIRDER/HEADER :�E SIDE WALL FLASHING WOOD JOIST W 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 948"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES PROVIDE HEMMED EDGES SO RAFTERS D W ~, AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION W 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2- r-f / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPEI RAFTER TO PLATE AIR PASSAGE < F-4 INSTALL 4'0" D.C.O.0CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RTi5 TYDOWN ANCHOR OVER RIDGE TO JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" CONFORM TO SLOPE IF ABLE, SET FIR 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUB DBL. SILL PLATE TERMITE SHIELD SUBFLOOR SILL GASKET NEOPRENE SLAB CONC. WOOD JOISTS _ TYP. CONC. FOUNDATION A � GASKET 2x6 /2x8 CONTINUOUS W000 PLATE DAMPPROOF EXTERIOR V 6 MIL. POLY • V� I BOLTED TO STEEL BEAM WTH 6MIL POLY ON EXTERIOR GRANULAR FILL • V STEEL COLUMN I•a 1/2 " DIA. BOLTS ® 48" o.c. STAG. A 2 • d I • C e 0.4 ROOF JACK STEEL BEAM z e _ GONG. SLAB I� .2 s A ANCHOR BOLT EMBECMENT: �7 )I •� `� COMPACT FILL + e POURED CONCRETE: '" 4" x 1/4" x 8" STEEL V S BLOCK WALL: 15" TOP AND BOTTOM PLATE ROOFING LAPS V • • a • A " FLASHING AT WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING e p t s 1A-a X. '-5 C CONC. FTG. ► •p Q•p `e� SIDES AND TOP • •o ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE W4SHERS 1/2" GROUT w • (USP LBPS58 OR BP'.83) t • ° REINFORCING BAR 3" STEEL COLUMN DRAIN TILE p' ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCH<R BOLT _ I I I 10 KIPS ) SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. STEEL ALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL CONC. SLAB f-SUBFLOOR DRAWN BY: JD I 6X6 10/10 WWM DOOR FRAME COMPACT FILL ' DOOR E JOIST � I USE 2X8 STEEL BEAM FOR BLOCKOUT 4' SLAB 1/3/2019 ' P.T. PLATE W/ 6X6 WMM I SLOPE 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR ZACE 1 0 • ° ,7 1 2" (WITH A NAILING PLATE IF NEEDED) ' ','•a'� AT END AND a• ." ••= • :• • • • TO BE APROX. 1/2" OR HIGHER THAN t��p ES OF WOOD �A STEEL BEAM TO ALLOW FOR SHRINKAGE SCALE: SEE PLAN GRADE • Q 'ti__Q_""-"-u--'-"� • • • •; 4' 2 BEAMS • 's0 a ■O •• • '• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) A'12' d d d �p III • �• •. _ - 6X6 W.W.M. G ••- - -;- �� s _ C'�I s'• O 'C MIN. ,eD aO w a�,e a&A a a^•� . •e NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAKIMUM , 'O • e wee �SUBFLOOR •� a • REINFORCING BAR •. NOTCH EQUALS 1/4 DEPTH OF BEAM ■O ep•• •e e I-II 12" .D ► REINFORCING BAR . ■ e _ OIST SHEET N O■ DRAIN TILE Ld J _ s SHEET METAL / 30# FELT UNDER BEAM AT PONT • � STEEL BEAM OF CONTACT WITH CONCRETE OR GONG. BLOCI; �. 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAh GARAGE DOOR BLOC KOUT BEAM POCKET O 00 NEW yo �� ��• )EE6,,r, UJU Fp °• 071 b pROFESS\o P GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: �\ 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES 1 When a collar tie is used in leu of a ridge strap,the number of lOd common nails required QTY. SPACING (SEE PIANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACF TOE-NAIL TOP PLATE 10'WALL:4-8d COMMON RAFTE2 BUILDING HEIGHT 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PUNS) JIM D E E RKOS KI, PE intent and framingdetails.Th are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST B'WALL:3-8d COMMON EACF They g g P P TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON 1OIS7 phone: (631) 298-7116 State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACF FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACI- FACE FRAMING ELEMENTS OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACt FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACI- TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER 2 8d COMMON END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2_16d COMMON EACF END (LIVE LOADS PSF) ROOMS(OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NPNOTES GAURDRAILS ANY DIRECTION 200 QTY. SPACING G (DESIGNED FOR CAT-C) precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PEZ FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE._I LOAD PATH SEE CONSTRUCTION PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMO JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS EA.9DE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"D.C.at the panel edges and 12"o.c.in the field,and STUD O.Z. NAIL Sym•: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. P g HEADER TO 16"O.C. FACE FIRE PROTECTION �r 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"D.E.at panel HEADER 16d COMMON ALONGEDGES NAIL SMOKE&CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"D.C.in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x(STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE It EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2.16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. NAIL NAI. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACINGMODERATEPSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO I7 NONE - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE O concrete or masonry walls occuring in exterior or unheated interior areas. g).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8dCOMMO 1015- NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 0 Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall 2 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE Q O be installed with#5 re-bar,18"longat 12"o.c..Use approved epoxy for installation. with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST ENG NAIL SHEATHING LOCATION NOTES PP P Y 3.5, BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 2500 s.J..Concrete to be 2-8d COMMON4'PERIMETER EDGE ZONE 8d COMMON 6"O. 8d COMMON 6"O.C. SEE NOTES:1,3 gr P• TO JOIST ENC NAIL C° @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE INTERIOR ZONE Ed COMMON @ 6"O.C. SEE NOTES:1BOTH FIELDS)8d COMMON @ 12"O.C. ( �/ W anchored on to of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). P P g GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4"O. 8d COMMON 4"O.C. SEE NOTES:1,3 along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE CJ @ 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON F-1 attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-EdCOMMON PER TOE NOTES �•••� 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END ^r Fr) V the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMON 8 P P g� g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, r-, a 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. w Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE,1 FRAMING NOTES g 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. I � H For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 3).Posts supporting girders shall anchored [� 1).All framing techniques and methods as prescriptive design of current SBC High Wind a JOINT DESCRIPTION 12"xx12"thick concrete footing. NAIL SNAIL a w Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY PACING 3).Tabulated 4 inch D.C.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURALPANEL 8d PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches D.C. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: ' 1 Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c., CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless notedAT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL JOINT DESCRIPTION Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACINGSEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O. Ed COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Sd COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE Ed COMMON @ 6"O.C. Sd COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 41 and GO and 2x6 wall openings between 5'11 and 8'9.Provide fireNAIL NAIL r to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. V and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall 5).All flush beams headers to be installed with heavy duty galvanized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"0*C' "O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu . 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD -1011-O.0.FIELD tat�a� 2 Verify septic stem with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 7j.Provide 2-1-3/4"thick microlams(height to match Floor joists)around stairwell and/ r )• fY P Y g � P PP FLOOR SHEATHING: Vol other access openings unless otherwise noted(typical). 3).If wall studs plates or'oasts are cut out Burin installation for an plumbing related work p ) g Y P g NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Vert with the JOINT DESCRIPTION 1).PROVIDE 5/8'TYPE•X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"0'C' "O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR, 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in Floor joists HVAC SYSTEM NOTES 1"OR LESS Ed COMMO 12"O.C.FIELD under all bearing walls. NOTESas required by current NYS Residential Code•FIREBLOCKING REQUIRED : i).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY fireblocking shall be provided in wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fsreblocked at intervals not exceeding to 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing feet-Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed D R///��1W N BY. D CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing SOIL COMPACTION: usingparallel rows of studs or staggered studs. Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installedELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. members shall be doubled,Or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 1/3/2019 over subfloor as per manufacture's instructions. • 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N-Y.S.Residential Code. SUCh a5 shear plates,Shall be used t0 maintain toad path. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT1A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of BY ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED members,the tabulated number of nails shall be permitted to have regular 1/2"sheetrock.All walls to be taped and finished. P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION. 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. SCALE: SEE PLAN 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to SHEET N O■ be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. LA JIM DEERKOSKI, PE phone: (631) 298-7116 601-0" oo 31-0" 161-0" 31-0 161-0 31-0" 161-0" 31-0" lov Iv 10-0" x 1-0" 10-0" x l'-O" 16'-O" x t-o" (2)1-3/4X16 LVL HEADER ; ; (2)1-3/4X16 LVL HEADER ; ; (2)1-3/4X16 LVL HEADER I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I I I I I I I 1 I I 1 I I I I I I I I 1 I I I I I I I I I I I - I I I 1 I 1 I I I 4 I I I - I I I L ; _O ' -----------------------------------------------, •-----------------------------------------------• ----------------------------------------------- N I I lo i U I 1I I 11 I1 V00O =QO W 03N N NN IIIII LLJ - rO-�1 - I I I I I V I I 1 I 10 (jP4 z 4t� z W O N O LLJ x V \D X O VEll N o � O H Fill v rT, � � W � O O N N i-----------------------------------------------i i------------------------------- ---------------i i---------------------------------------------- - I I I I I I 1 1 I I 1 I N 1 I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I 1 I I I 1 1 1 I I 1 1 1 I I I I 1 1 I 1 I 1 I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I 1 I (2)1-3/4X16 LVL HEADER ; ; (2)1-3/4X16 LVL HEADER ; ; (2)1-3/4X16 LVL HEADER 0-011 x l'-O" 1(o'-O" x l'-O" 1(o'-O" x 31-0" 161-0" 31-0" 16 -011 601-011 DRAWN BY: JD 1ST, FLOOR FLAN 1/15/2021 SCALE: 114" = 1'-0" SCALE: SEE PLAN NE E SHEET NO: y X. W AFF-ss\ JIM DEERKOSKI, PE phone: (631) 298-7116 14'-4" 31 -4" 14'-4" Pol TW304ro TW3046 I N N N 2—6n O � A O O W O o V � W N LIJ � cn 51-411 O Pq 0 O m 0 1 CV 5'-4 N iz ----- 00 i i OO TW3046 TW3046 14'-4" 31'-4" 14'-4" 00'-0" 701 2ND, FLOOR FLAN DRAWN BY: JD SCALE: 1/4" = 1'-0" 1/15/2021 SCALE: SEE PLAN SHEET NO: c') Al 2 « ° �Ro Si O�P�, " 1