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' Sp3ff ( Town of Southold 4/24/2023 o y� P.O.Box 1179 53095 Main Rd pysj�l �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44008 Date: 4/10/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 885 Plum Island Ln., Orient SCTM#: 473889 Sec/Block/Lot: 15.-5-24.17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/2/2021 pursuant to which Building Permit No. 47301 dated 1/6/2022 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 unfinished basement,covered front porch,rear 10 x 20 roof overhang and attached garage as applied for. The certificate is issued to Dacimo,Vincent&Maryann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0885 3/15/2023 ELECTRICAL CERTIFICATE NO. 47301 1/24/2023 PLUMBERS CERTIFICATION DATED 12/30/2022 kakephrlitecavage A0ried tore o�g�ffQ(�cD TOWN OF SOUTHOLD a aye BUILDING DEPARTMENT H x 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 #: 47301 Date: 1/6/2022 Permission is hereby granted to: Dacimo, Vincent 31 Oswegatchie Rd Waterford, CT 06385 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 885 Plum Island Ln., Orient SCTM #473889 Sec/Block/Lot# 15.-5-24.17 Pursuant to application dated 12/2/2021 and approved by the Building Inspector. To expire on 7/8/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,194.80 CO-NEW DWELLING $50.00 Total: $2,244.80 4'__' Building Inspector ' TOWN OF SOUTHOLD o�SUFFoc�-�o �� ay BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42419 Date: 2/28/2018 Permission is hereby granted to: Campanella, Stephen 67 E 11th St Unit 604 New York, NY 10003 To: New 200 Amp Electrical Service for New Residence. At premises located at: 885 Plum Island Ln., Orient SCTM # 473889 Sec/Block/Lot# 15.-5-24.17 Pursuant to application dated 2/28/2018 and approved by the Building Inspector. To expire on 8/30/2019. Fees: ELECTRIC $85.00 tal: $85.00 Building Inspector so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 COU�s�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Vincent Daclmo Address: 885 Plum Island Ln city:Orient st: NY zip: 11957 Building Permit#: 47301 Section: 15 Block: 5 Lot: 24.17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Peconic Power Systems License No: 45056ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 66 Ceiling Fixtures 11 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 9 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 46 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan 4 Combo Smoke/CO 3 Transfer Switch 200A UC Lights Dryer Recpt 30A Emergency StrobeHeat Detectors 2 Disconnect Switches 5Q 4'LED 13 Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, Cooktop, W/D, 200A Panel 42 Circuit/ 37 Used Floor Heat Notes: New One Story w/ Unfinished Basement Inspector Signature: Date: January 24, 2023 S.Devlin-Cert Electrical Compliance Form �� Town Hail Annex .� ' Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Fax(631)765-9502 Southold,NY 11971-0959 , E BUILDING DEPARTMENT IV/ TOWN OF SOg THOLD JAN 3 1023 OF gERTIELCATION Date: �o?� 319��22, Building Permit No. O Owner:_--- .DC2G ��/h U✓ (Please print) Plumber: Aeek C.JkilPe" (Please print) T certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ¢ - lumbers Signature) Sworn to before me this�v 7 d ,,\ � 20 965" otary Public, Coutjty JENNA KOCKENMEISTER Notary Public,State of New York Reg.No.01K08402096 Qualified In Suffolk County Commission Expires December ,2023 OF SOUlyol '-[ "30I �" Y•'� � o # f TOWN OF SOUTHOLD BUILDING DEPT. �o • �o courm��' 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: -OK DATE 24 INSPECTOR ��DV OF 50GTyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-7654802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATI N/CAULKING [ ] FRAMING/STRAPPING [ FINAL ffP [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ] RENTAL REM RKS: ;011S . t %S aA U t� Su vv S „ �T om l v dl/ DATE Y INSPECTOR pE 50G1yo6 4-1 3/CA � # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `yco 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 REMARKS: DATE TjZ 3 INSPECTOR 000,7, Retrotec rCloud Quality Assurance Report Resnet 380 Total Duct Leakage Test PASS ! Your Result: 1.8 CFM/100 ft2 (36 CFM * 100/ 1983 ft2) Target< 4 CFM/100 ft2 Test Information Test Name 885 plum island lane orient Test Date 2023-01-05 09:41 AM (UTC-5) Export id FV7NB9YL Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989@gmail.com Building Information Address 885 Plum Island Ln City Orient State NY Zip/postal Code 11957 Country United States Year Constructed 2022 Elevation 20 ft Address Verified? Yes Building Latitude, Longitude 41.156910,-72.247717 GPS validation Latitude/Longitude: 41.157010,-72.247732: Accuracy: 21 ft Estimated Distance From Address 28 ft Test Equipment Fan Model Retrotec 300 Fan Serial Number NA Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 410076 Environmental Conditions Pre-test Indoor Temperature 63 OF Pre-test Outdoor Temperature 50 'F Wind Speed Unknown Average Barometric Pressure 90 kPa Test Dimensions Conditioned Floor Area 1983 ft2 Volume 17847 fta z Vie—C Retrotec rCloud Test Results Summary Test Type Resnet 380 Total Duct Leakage Test Flow Reference Pressure 25 Pa Time Averaging 5 seconds Nominal Fan Flow 36.07 CFM @ 25 Pa Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Outside Measured Pressure (Pa) -25.26 Fan Pressure [300 -471 (Pa) 125.43 Flow CFM 36.3 Retrotec rCloud Compliance Verification 4.2.2. The HVAC system controls shall be adjusted so that the air handler fan does not Confirmed turn on during the test. Pressure probe location supply Duct leakage tester location return 4.4.1.1. If ducts run through Unconditioned Space Volume such as attics, garages or Confirmed crawispaces,then any vents, access panels,doors, or windows between those spaces and the outside shall be opened. At least one door, window or comparable opening between the building and the outside shall be opened to prevent changes in building pressure when the Duct Leakage Tester is running. 4.4.1.3. An indication of whether the Duct Leakage Tester is pressurizing or Pressurize depressurizing the duct system shall be recorded. Retrotec rCloud LuEmrpc Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 300 Fan Serial Number NA Flow equation parameters - 61 Units Used For Flow Parameters in Equation CFM Fan pressure (FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced, and the room pressure is positive,fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP = jPrBj - PrA If PrA is less than 0 or fan is self-referencing: FP = PrB Flow calculations are not valid if fan pressure is less than either MF or(K2 x IRPI) FP =fan pressure, RP = room pressure Range N K K1 K2 K3 K4 MF Open 0.5010 28.9100 0.0000 0.4000 0.0000 1 20 74 0.5045 7.0770 0.0000 0.2500 0.0000 1 15 47 0.5000 3.2410 0.0000 0.1000 0.0000 1 10 29 0.5020 1.1900 0.0000 0.2000 0.0000 1 20 18 0.4990 0.4570 0.0000 0.2500 0.0000 1 25 11 0.4800 0.2080 0.0000 0.2500 0.0000 1 25 7 0.5000 0.0718 0.0000 0.1100 0.0000 1 25 102 0.5900 10.7000 0.0000 0.4000 0.0000 1 100 flow = FP -RPxK1 °x K + K3XFP xK4 Pontino, Susan From: VINCENT DACIMO <vjdacimo@sbcglobal.net> Sent: Tuesday, March 28, 2023 1:00 PM To: Pontino, Susan Subject: 885 Plum Island Ln,Orient Pictures showing grass starting to grow around house to prevent erosion. Thank you for your help. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i I 1 e ,J 1 ..� 4 Y ' i P � r W.� t I ..Y ,?,c-d�`#i r � i r�_'� �: +�! 'i �i� 1 �� •� Y I. �� a , • � f �' � v� � � � � t. � ^ •� " � � � w 2 Sent from my Whone 3 �' GOMIVIENS FIELD:INSPMT ON�T O RT. ??'A41 TF;;' FOUNDAMN:.(iSTY y FOUNDATION'(-M) do 'a• •;°r,'?;;:;:.:;.';,i `i. r r. ROUGH 2IN.G• PLUMBING 'MLA W STATE ENERGY.-CCIISE: AW k QW 29P ' � :•1�-.�� `��. � .� ''_+� � tam - N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer Design, Construction, Inspection January 6, 2022 Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: Application for Building Permit-New Single Family Residence Mr. V. Dacimo 885 Plum island Road Orient,N.Y. 11957 District-1000, Section-15, Block-5, Lot-24.17 This is in reference to the REScheck Compliance Certificate for the noted Application. (Please note that the Energy Code Reference on the Certificate was input manually) The design/compliance certificate is based upon(copy attached): The 2020 NYS Energy Conservation Code which includes the 2018 IECC (as amended) The design complies with Chapter 4 [RE] —Residential Energy Efficiency—2018 IECC The design is Prescriptive as noted in Sections R402.1 (General),R402.2 (Specific Insulation Requirements) and R402.3 (Fenestration). Nicholas J. Mazzaferro, P.E. 1 I n �17 ® E � F II 1�'/ E APR 2`.5 2099 N. J. MAZZAFERRO, P.E. BUILDING DEPT. 1 PO Box 57, Greenport,N.Y. 11944 TOWN OF SOUTHOLD Phone - 516-457-5596 Consulting Engineer April 15, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: Dacimo 885 Plum Island Road Orient,N.Y. 11957 District-1000, Section-15, Block-5, Lot-24.17 Building Permit Number—47301 Inspection—Excavation&Footing Reinforcement On 4/13/22, I inspected the construction at the noted location. The inspection covered the excavation, footing and reinforcement for the new residential structure. The areas inspected included the excavation, footings forms and reinforcement of the new house. The inspection results are: Items inspected included footing depth, size and reinforcement. The excavation and footing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. .��OF M r Nicholas J. Mazzaferro, P.E. „f 0 z NO 051 pROFESSIoNP�'� D E C V E N. J. MAZZAFERRO, P.E. MAY _ 3'2022 PO Box 57, Greenport,N.Y. 11944 BUILD!NG DEPT. Phone - 516-457-5596 TOWN OF SOUTHOLD Consulting Engineer May 2, 2022 Design, Construction, Inspection Page 1 of 1 J Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: Dacimo 885 Plum Island Road Orient,N.Y. 11957 District-1000, Section-15, Block-5, Lot-24.17 Building Permit Number—47301 Inspection—Footing Keyway and Foundation Wall Reinforcement On 4/27/22, I inspected the construction at the noted location. The inspection covered the completed footing and foundation wall placement and reinforcement for the new residential structure. The areas inspected included the footings, wall forms and reinforcement of the foundation. The inspection results are: The footing work and keyway was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. The foundation wall work, including reinforcement, was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. F NEW 1A 4 Nicholas J. Mazzaferro, P.E. No 057 c=am O DU MAY, - 3 2022 N. J. MAZZAFERRO, P.E. BUILD;iVG DEPT. PO Box 57, Greenport,N.Y. 11944 TOWN OF SOUTHOLD Phone - 516-457-5596 Consulting Engineer May 3, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re:Dacimo 885 Plum Island Road Orient,N.Y. 11957 District-1000, Section-15, Block-5, Lot-24.17 Building Permit Number—47301 Inspection—Foundation before Backfill & Completed Damp Proofing On May 3, I inspected the construction at the noted location. The inspection covered the foundation wall completion and installation of the damp proofing for the new residential structure. The areas inspected included the foundation walls and exterior wall surface. The inspection results are: Items inspected included finished foundation wall size, anchorage for framing, exterior wall surface and damp proof covering. The foundation wall and covering work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction'as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. �E OF N Y Nicholas J. Mazzaferro, P.E. zt 0 CC 2 Q Ho 057(396 ARQFEsstoNP`'�" N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer Design, Construction, Inspection June 11, 2022 Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: Building Permit 47301 District-1000, Section-15,Block-5, Lot-24.17 Dacimo -New Single Family Residence 885 Plum island Road Orient,N.Y. 11957 This is in reference to Building Permit 47301 issued for the construction of a new single family house. Please be advised that the structural system for the roof has been changed from trusses to standard framing. Four copies of the signed and sealed drawings are included for your use. Nicholas I Mazzaferro, P.E. 516-457-5596 I J N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer September 26, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Dacimo 885 Plum Island Road Orient,N.Y. 11957 SEP 2 7 2022 District-1000, Section-15,Block-5, Lot-24.17 Building Permit Number—47301 ` Inspection—Rough Plumbing On September 23, 2022, I inspected the plumbing construction at the noted location. The inspection,covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System (WS). The inspection results are: 1 —DWV—System was set up with head pressure (using water)per the IRC. I observed all drainage and vent lines. System performed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 2—WS—System was set up with pressure exceeding 50 pounds (using water)per the IRC. I observed all hot and cold supply lines. System performed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. Nicholas J. Mazzaferro,P.E. 057,p9� �FESSI ONP�. N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer September 26, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 - Re: Dacimo , 885 Plum Island Road I' SEP Z 7 2022 Orient,N.Y. 11957 _ - District-1000, Section-15, Block-5, Lot-24.17 ILDI' - Building Permit Number—47301 Inspection—Framing On September 23, 2022, I inspected the construction at the noted location. The inspection covered the framing for the new residential structure. The areas inspected included the basement and first floor of the new house. The framing work included exterior and interior walls, floors ceilings and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections,header sizes,bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. OF HEW Nicholas J. Mazzaferro, P.E. s�• ,� �� z �0 05.119 a `40�ESSIO��� N. J. MAZZAFERRO P.E. OCT3 19092 PO Box 57, Greenport,N.Y. 11944 QLD. Phone - 516-457-5596 Consulting Engineer October 26, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Dacimo 885 Plum Island Road,Orient,N.Y. 11957 District-1000, Section-15, Block-5, Lot-24.17 Building Permit Number—47301 Inspection—Insulation On October 25, 2022, I inspected the insulation and caulking installed at the noted location. The inspection covered the basement, interior walls and the ceiling/roof. The inspection results are: 1 —Walls—Insulation provided and installed by T&T Insulation LLC. Insulation provided rated as R-21. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 2—Ceiling/Roof—Insulation provided and installed by T&T Insulation LLC. Insulation provided rated as R-49. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 3 —First Floor/Cellar Ceiling—Insulation provided and installed by T&T Insulation LLC. Insulation provided rated as R-15 and R-30. Additional Closed Cell Spray provided in basement—walls,perimeter box beams. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result- The insulation and caulking installation as verified by the letter dated from T& T Insulation LLC, is compliant with-all applicable codes and conforms with the design specifications. (Copy attached). Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. E'I OF NFW j Nicholas J. Mazzaferro,P.E. o No 057�y AROFfSSIONP�'� do r�uFfOtKlo TOWN OF SOUTHOLD—BUILDING DEPARTMENT O + Town Hall-Annex 54375 Main Road-P. O:Box 1,179 Southold,ICY 11971--0959- Telephone 1971--0959- Telephone(631)765-1802 Fax(631)765-9502 haps://www.southoldtownny�ov 1I.117 Date Received APPLICATION FOR BUILDING PERMIT or Office Use Only n C PERMIT NO. L-�736 Building Inspector: EC 2 2021 Applications and-forrris:must beAlled out in their entirety:lncoinplete.- applicationsrwill not tie accepted. Where the Applicant is not the_.owner,an BUILDING DEPT Owner's Authorizationform.(Page 2)•shall'be completed:. TOWN OF SOUTH&D Date: OWNER(S):OF PROPERTY:.. Name:Vincerlt DacimoscrM#1000-15-5-24.17 Project Address:885-Plum Island-Road- Phone#:860-449-3202 Email:vinced956@gmail.com Mailing Address: CONTACT PERSON: Name:Vincent Dacimo Mailing Address:31 Oswegatchie Road, Waterford, CT, 06385 Phone#:860-449-3202 Email:vinced956@gmail.com - .DESIGN:PROFESSIONAL INFORMATION::: Name:Nicholas Mazzaferro, PE Mailing Address:PO BOX 57, Greenprot, NY, 11944 Phone#:51.6-457-5596 Email:nickmazzaferro@verizon.net- CONTRACTOR INF,ORMATION:. .. . . Name:TBD Mailing Address: ' Phone#: Email: DESCRIPTION`OF.PROPOSED CONSTRUCTION, ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 31 s, CX_1�0 „ D� Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes R 1 1 ROPERTY INFORMATION- Existing use of property:Vacant Land Intended use of property:One Family Resid. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Orient by the Sea — R-40 this property? 10Yes)jNo IF YES,PROVIDE A COPY. �.Check Box After ReadingC The:dwner/contractor/design:proressional is:responsible floor all.drainage aed storm water issues as provided by Chapter,236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department force issuance of a Building Permit.pursuantto.the Build Ing lone Ordinance of the Town of Southold,Suffolk;County,New York:and other:applicable Law s,:Ordinances oriieguiations;for.tfie rnnstriiction-ofbuildings; additions,alterations or for removal or:demolition as herein described.The applicant agrees tocomply witi.h all applicable laws,ordinances buiidingcode, .housing code and regulations and to admit authorized inspectors.on.premises and in building(s)for-necessary inslikttons..False statements made herein are punishable as a Class A misdemeanor pursuaritto section 21-DAS of.the New York State Penal Law. �GApplication Submitted By(print name): Authorized Agentwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) �) Coo- e- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, o' v (S)he is the t4'__ (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this (� dayof 'Ltia-ate 2p _ �J�'�/610-1 otary P blit BETSYA.PERKINS PROPERTY OWNER AUTHORIZATION Notary Public,State of New Yo No.01PE6130636 (Where the applicant is not the owner) Qualified in Suffolk County. Commission Expires July 1 I� residing at a do hereby authorize to apply on a- my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Fiiiit Owilei s Nairie 9 2 t g11fF0ZBUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD - Town Hall Annex - 54375 Main Road - PO Box 1179 o + AM Southold, New York 11971-0959 y p� Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richertna.town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: e'Pots er �G���C'• Date: 02 - 2 (?- 19, Company Name: Name: FeLUS fo Zo�PC2- J-ac'k onz yalnoo •corn License No.: 22 -- ,E email: PfOrWLS .coin. Address: P 0 Rok. X 25 61cen or %UY llqqq. Phone No.: 7138$3e-1 y1 7- JOB SITE INFORMATION: (All Information Required) Name: �� Address: J j ^ Cross Street: Q ;c31 Phone No.: 6 �, �, 1 Oy—icn+ Bldg.Permit#: 1000 - 15 - 5..a q 1-7 email: z n n Tax Map District: 1000-1-7-E ion: (, Qj r Block: Lot: ' BRIEF DESCRIPTION OF WORK (Please Print Clearly) r Circle All That Apply: Is job read for ins 'on?: YES /(NO Rough In Final Q!you need-a Temp Certificate?: YE ./ NO Issued On Temp Informatio (AII information required) Service Size 1 Ph 3 Ph Size: _,;�[�A # Meters Old Meter## New Service FireRe -=Undergroundconnect- Flood Reconnect- Service Reconnecte Overhead # nderground Laterals H Frani Pole Work done on Service? Y Addition mations PAYMENT DUE WITH APPLICATION ODo Request for Inspection Form.xls Y 'n� f, O`01:04 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o =` Town Hall Annex - 54375 Main Road - PO Box 1179 C* - Southold, .New York 11971-0959 P" O� Telephone (631) 765-1802 - FAX (63.1) 765-9502 rogerr(a southoldtownny.gov - se and(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: , ��, ZZ Company Name: J Name: License No.: S Z(D email: CX, Phone No: bj 3J 70 WV1 Orequest an email copy of Certificate of Compliance Address.: O CD JOB SITE INFORMATION (All Information Required) Name: OLNa.er - Address: TT% ?t_\.., v,\ -Ns T4 Cross Street: L)kA L.. Phone No.: It 6 c - �-k Ll`k - 3"a- O Bldg.Permit#: V`l 2)c \ emai1:V t ��"c�5�� Tax Map District: 1000 Section: tS Block: Lot: � \`I BRIEF DESCRIPTION OF WORK (Please Print Clearly) �C S2 C��1 Ce Check All That Apply: Is job ready for inspection?: ❑YES ❑NO [:]Rough In ❑Final Do you need a Temp Certificate?: ®YES [:]NO Issued On Temp Information: (All information required) Service Size F11 Ph ❑3 Ph Size: gy A # Meters f/ Old Meter# F1 New Service ❑ Service Reconnect ❑ Underground [:]Overhead # Underground Laterals E]1 ❑2 12Frame ❑Pole Work done on-Service? MY ❑N Additional Information: PAYMENT DUE WITH APPLICATION , Electrical Inspection Form 2020.xlsx BUILDING DEPARTMENT- Electrical Inspector G TOWN OF SOUTHOLD a yam. C, Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ®yfj®� dao Telephone (631) 765-1802 - FAX (631) 765-9502 zs rogerr -Dsoutholdtownny.aov- seand(a)_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Jo Company Name: k` Electrician's Name: 6 19-e-14 License No.: /,Ag- y5b �-6 Elec. email: � ,�,S" l c0 Elec. Phone No:S7(Gr $1 I _ 1 el ( ❑I request an emair copy of Certificate of Compliance Elec. Address.: 60 60-x- JOB SITE INFORMATION (All Information Required) Name: !%A1 00,C.IX'V0 Address: � i�1 pr, Cross Street: Phone No.: 860 --q y q 3 9-o Bldg.Permit#: 0/ email: {,, i- �-,, Tax Map District: 1000 Section: /5- Block: Lot: c'. 17 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): eL" k0c" Square Footage: yUIJ Circle All That-Apply: Is job ready for inspection?. 4 ld, 21"YESE] NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES �NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Recon nect❑Flood Recon nect❑Service Recon nect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y FIN Additional Information: - 1vi PAYMENT DUE WITH APPLICATION D I 1{ 12z c 33L) ��S OCT 1 9 2022 �,t G4 4"1 7 BUILDING-DEPARTMENT.- Electrical Inspector . TOWN OF SOUTHOLD }` Town Hall Annex,- 54375 Main Road -PO Box 117,9 Southold', New York 14971-0959 , Telephone 631 765-1802 - FAX 631 765-9502 rogerr(Dsoutholdtownny.gov seand(c-southoldtownn�gov APPLICATION FOR ELECTRICAL INSPECTION Jy ELECTRICIAN INFORMATION (All Information Required) Date: A Company Name: C_ po Electrician's Name: License No.: N,ys_ qj-0 �-6 Elec. email: Elec. Phone No: 31 _ (-y ( ❑1 request an emai copy of Certificate of Compliance Elec. Address.: P6 &-x- JOB SITE INFORMATION (All Information Required) Name: 1l+ni 9��L1��t Address: it, 1 o'{e-1' Cross Street: Phone No.: 860 --q q 9 - GL Bldg.Permit email: (/ i• c S6 Q Tax Map District: 1000 Section: j�' 'Block: Lot: off. I'T BRIEF DESCRIPTION,OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That-Apply: Is job ready for inspection? ld o EfYES❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES �NO Issued On Temp Information: (All information required) Service Size F11 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground[]Overhead # Underground Laterals 1 F12 0 H Frame Pole Work done on Service? Y N Additional Information:' PAYMENT DUE WITH APPLICATION 10 I 1"1 �2-2. C{ 733 d OCT 1 9 2022 PERMIT tt Address: Switchys " S� L Outlets ? �� GFI's fp Surface K\ \� ` �9 Sconces HH's I 7b UC Lts '+ Fans I Fridge HW �i Exhaust Oven WAD 1"1 I� I Smokes ��� DW I Mini ; i Carbon Micro I Generator Combo ` Cooktop,,g efw�f/ Transfer AC I " W AH Hood Service I Am HaveUsed 2 Special: -� Comments vcrw CC#: C2149212 LLVJJ lir 5 .q DEC 0°2 201 COUNTY CLERK'S OFFICE BUILDING DEPT. STATE OF NEW YORK TOWN OF SOUTHOLD COUNTY OF SUFFOLK 1, JUDITH A- PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 08/10/2021 under Liber D00013115 and Page 492 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 08/10/2021 SUFFOLK COUNTY CLERK JUDITH A.PASCALE SEAL f Iffllll lifl 11111 ifl 111i1i1 11111 11111 lllfl llifl 1111 lii{ 11111II 11111 Illll Illi 1111 SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 08/10/2021 Number of Pages: 18 At: 02:53:44 PM Receipt Number : 21-0143322 LIBER: D00013115 PAGE: 492 District: Section: Block: Lot: 1000 015.00 05.00 024.017 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $90.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-584 $0..00 NO Notation $0.00 NO Cert.Copies $11.70 NO RPT $200.00 NO Fees Paid $341.70 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County Fil F21 iber of pages .1-j- This document will be public M record. Please remove all P 41;: Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed Mortgage Tax Stamp Recoj'ding Filing Stamps 3 FEES Page/Filing Fee 00 Mortgage Amt. 1. Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec JAssit. dd or BA-52 17 (County) Sub Total f 1. -00. . Spec./Add. EA-5217 (State) TOT.MTG.TAX W. Dual Town-Dual County R.P.T.S.A. Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit ti Mansion Tax The property covered by this mortgage is Certified Cope or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total yts or NO Other If NO,see appropriate tax clause on Grand Total C page# of this instrument. 4 1 Dist. 4577377 1000 01500 0500 024017 5 Community Preservation Fund Real Property p T SConsideration Amount $ Tax Service R SMI A `1® 1®1116!®® 11 Agency 264UL-21 CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address Vacant Land RECORD & RETURN TO: IN1100ec- TD q 4 A-7 TD TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Companv Information 310 Center Drive, Riverhead, NY 11901 /2� Co.Name _::Z:Abf www.suffolkcountyny.govlclerk Title# 7-5 r PRIVATE WELL COVENANTS DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARATION made by VINCENT DACIMO and MARYANN C. DACIMO, this 21St day of June, 2021,�Iesiding at 31 Oswegatchi Road, �'� Waterford, CT 06385, hereinafter collectively referred to as the DECLARANT, as the owner of PREMISES described in Schedule "A" annexed hereto (hereinafter referred to as the PREMISES) desires to restrict the use and enjoyment of said PREMISES and has for such purposes determined to impose on said PREMISES covenants and restrictions and does hereby declare that said PREMISES shall be held and shall be conveyed subject to the following covenants and restrictions: 1. The DECLARANT has made application to the Suffolk County Department of Health Services (hereinafter referred to as the DEPARTMENT) for a permit to construct and/or approval of plans for a single family residence, a subdivision or development or other construction project on the PREMISES. The PREMISES are to be served by an individual on-site private well and the test wells sampled for the PREMISES indicated a groundwater supply that had contamination in excess of the minimum drinking water standard and/or guidelines of the State of New York and contained excess of the following: IRON A complete list of analysis results are attached hereto as Schedule B and the County of Suffolk Department of Health Services has agreed to issue a permit only if there be a record covenant that the necessary water conditioning equipment be installed so as to meet the quality standards for drinking water. 2. The Declarant, its heirs or successors and assigns forever, agrees that no structure including, but not limited to, residence and commercial buildings upon the above described PREMISES, will be occupied prior to the installation of the necessary water conditioning equipment so that the water, when conditioned, meets the said minimum quality standards for drinking water in the State of New York and evidence of the same is furnished to the Suffolk County Department of Health Services for their written approval. J , 3. The DECLARANT, its successors and/or assigns shall set forth these covenants,. agreements and declarations in any and all leases to occupants, tenants and/or lessees of the above- described PREMISES and shall, by their terms, subject same to the covenants and restrictions contained herein. Failure of the DECLARANT, its successors and/or assigns to so condition the leases shall not invalidate their automatic subjugation to the covenants and restrictions. 4 . All of the covenants and restrictions contained herein shall be construed to be in addition to and not in derogation or limitation upon any provisions of local, state, and federal laws, ordinances and/or regulations in effect at the time of execution of this agreement, or at the time such laws, ordinances, and/or regulations may thereafter be revised, amended, or promulgated. 5. This document is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof, as though fully set forth. 6. The aforementioned Restrictive Covenants shall be enforceable by the County of Suffolk, State of New York, by injunctive relief or by any other remedy in equity or at law. The failure of any agencies or departments of County of Suffolk, the DEPARTMENT, or the County of Suffolk, to enforce the same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the County of Suffolk or any officer or employee thereof. 7. These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may be terminated, revoked or amended only with the written consent of the DEPARTMENT. 8 . If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid, or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. 9. Local Law #32-1980 - The DECLARANT represents and warrants that he has not offered or given any gratuity to any official, employee, or agent of Suffolk County, New York State, or of any political party, with the purpose or intent of securing favorable treatment with respect to the performance of an agreement, and that such person has read and is familiar with the provisions of Local Law #32-1980. VINCENT DACIMO Y MAR J C. DACIMO ACKNOWLEDGMENT STATE OF NEW YORK } :ss. . COUNTY OF SUFFOLK ) On the 21ST day of June in the year of 2021 before me, the undersigned, personally appeared Vincent Dacimo and Maryann C. Dacimo personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her capacity, and that by his/her signature on the instrument, the individual or the person upon behalf of which the individual acted, executed the instrument. Notary P iblic BETSYA,PERKINS Notary Public State of New York No.01PE6130636 ®uafified in Suffolk Co -Commission Ekolrea Jaiy 1 SCHEDULE A HD REF.R-21-0886 ALL that certain plot, piece or parcel of land,with the buildings and improvements thereon erected, situate, tying and being at Orient, in the Town of Southold, County of Suffol k and State of New York, being known and designated as and by Plot No. 163 on a certain map entitled, "Map of Orient-by-the-Sea, Section 3, situate at Orient Point,Town of Southold. Suffolk County, New York, owned and developed by Waodholfow Properties, Inc.,#3 Gien Lane, Glenwood Landing, New York, Otto W.C. Tuyl and Son L.L.S., Greenport, N.Y.'and fled in the Suffolk County Clerk's Office on October 16, 1974 as Map No.6160, and being bounded and described as follows: BEGINNING at a point on the westerly side of Plum Island Lane at the extreme southerly end of an arc connecting the southerly side of UN Lane with the westerly side of Plum Island Lane; RUNNING THENCE South 01 degree 02 minutes 20 seconds West along the westerly side of Plum Island Lane, 191.79 feet to the division line between Lots 163 and 174 as shown on said map; RUNNING THENCE North 88 degrees 57 minutes 40 seconds West along said division line, 210.00 feet; RUNNING THENCE along the division line between Lots 163 and 164, North 01 degree 02 minutes 20 seconds East, 176.22 feet to the southerly side of Uhl Lane; RUNNING THENCE along the southerly side of Uhl Lane,the following three(3)courses and distances: 1. North 71 degrees 33 minutes 50 seconds East 106.68 feet; 2. South 88 degrees 57 minutes 40 seconds East 89.42 feet; 3. Easterly along the arc of a curve bearing to the right having a radius of 20.00 feet, a distance of 31.42 feet to the westerly side of Plum Island Lane, at the point or place of BEGINNING. OLK COUNTY DEPARTMENT OF HEALTH SERVICES BICE OF WASTEWATER MANAGEMENT -0 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 SCHEDULE B '631)852-5700 OR HealthWWM@suffolkcountynygov HD REF.R-21-0886 WELL WATER ANALYSIS REPORT�t tG FORM This form may be applicated on company letterhead provided it contains the following information: BI)-FE—C--.1_R SUFFOLK TAX MAP#.-DIST 10OQ SECT(S) .. 15 BLK(S)_ __5 _LOT(S) .A+ SAMPLE DATE:_ PAIZ_4_VfETER JJMT* RE80I.T FLAG.- 4.,ap..H .�'to C. .?Pt.t7�.k,�s, „•"s,.h i�<�"'v'.�:w.'e`�`'£1�r �f*:Y��� ,'�-r:'� �.R'''4�a;?"�'��,z?'"3�5Q �«+r,,,5�i1" aT'��`"' tDta1'.COIIftiHH, LLABSENT � ' E•CA ABSENT �, - k!ia x.,�..�tS....;,:Ff'�x?�.n..�x..,��':"4:.,, �'"" .:��v-,�:,„".0%,�:rc,i� � .�„fi �;,,4r�.7"��.k3w �y: � 7 ^�•C„ t,�,,. arsenic .sz:re�Z:_.}?- .r ast,�• ,..4s1?a•,#'Ti.a �a'£k`"�4.«:7: cadmium 5 ug/L t 1 e p calcium u!a t Io chrom140 uga, < , copEer. 1300 ug/L iron 0.3 mg/L I. lead 15 ug/L 1.D magmesium. n/a L.D man ese 0.3 mg/L 6'f 5400 cam- C t3.t7 chloride �wwl, 250 mglt I fixe ammonia Ufa nihate 10 PH n/a Ispecific conductivity n/a surfactant(AI$A$} n1a benzene 5 ug/L C) .Uz bromobenzem 5 ug/L I hromochl6mmetbane 5 ug/L bromomethane 5 ug/L T Z-butanone(MEK) 54 ng1L n-bntylbetverie 5 ug/L C 0.%0 sec-butylbenzene 5 ug/L teit butylb,cozene 5 upjL carbon tetrachloride 5 ugtL chlombenzme 5 ug/L eblaroditluoromethaae 5 ugIL chloroethane 5 ug/L chloroform 90 ua -ChlorotoIuene 5 ug/L 4 chlorotolde 5 u gILI Notes: Limit refers to the fWerai andlor state maximum contaminant level,treatment technique or action level. WWTM1-151(8/15) ('/'yg.�{ }�Y$7AdtL�4iNIE,'''tE2'fr{, l- FLAGalts.•1WWCL-�S:Y?'SL'�l;S:,�Asi4'1r Gi3��1•.iF l:il11� !(Ltit Y 73:d3 ;'•t.j"0p..i:•i-v..fe"."—c+y.x�.....,..y__ f«r....x.^..'-..SP 4✓.. a;ew. S: SCHEDULE 8 HD REF.R-21-0885 momcthane 5 Ug/Ln �1 :dichlorobenzene 5 ug/L1 ,.I-dichlorobenzene 5 ug/L ti,4-dichlo-robenzene 5 ugJL, dichlorodifluoromethane 5 ug/L 1,1-dichloroethane 5 ugIL 1,2-dichloroethane 5 ug/L 1,1-dichloroethene 5 u91L CIS 1,2-di6loroethene i5 u gIL trans 1,2-diehloroethene 5 ug/L 1,2-dichloropropane 5 ug/L 1,3-dichtorq roane 5 UgIL 2,2-dicliloropru aac 5 ug/L 1,1-dichloro ropene 5 ug/L cis 1,3-dichloropropene 5 upjL trans 1,3-dichiompro ene 5 ug/L 1,4-dioxane l iwL d C) 0 2 C-1, ethylbenzene 5 ug/L hexachlorobutadiene 5 ug(L - iso ro (benzene 5 ug/L -iso ropyltoluene 5 ug/L methylene chloride 3 ug(L methyl-tett-butyl-ether(MME) 10 ug/L naphthalene 50 ug/L Perfluoroodlanesulfoaic acid(--'FOS) Ion t pe.rfluorooctanoic acid(PFOA) 1Qu� a-prouytbenxene 5 ug(L e styrene 5 ug/L 1,1,1,2-tetrachloroethane 5 WL 1,1?2-Wrachloroethane 5 tetrachloroethene 5 u9tL tuhydrofrrran 50 uglL < .(� toluene 5 ug/L. 1,2;3-trichlorobenzene 5 ug/L 1,2,4-dichlorobenzene 5 ug/L 1,1.1-trichloroethane 5 u wt 1,1 2-trichloroclhane 5 ug/L . trichloroethene 5 ugIL. trichlorokluoromahaae 5 ug(L [1.3.,,5-LrhucthyIbaazene 3-triclilororo 5 ug/L ,4-trimetitylbenzeae 5 uglL. 5 UWL ylene 5 ug/Lylene 5 ug(L p-xyteac 5 ug/L. vinyl cliloride 2 ug(L . aldicarb 3 ug/L < 2. Q aldicarb sulfoxide 4 ug/L 4 � aldicarb sulfonc MN monomethyltetrachiorowte hthaiate SO UgILI I. 0 tetrachlomtere bthalic acid 50 ug(LI 1.p Notes: *Limit refers to the federal and(or state maximum contaminant level,treatment technique or action level. WWM-151 (I t/20) LzibOratgq Results Samoleinfongptiap: f g Results for the samples and'analytes requested �l!e�n[3� tical Type-' Drtnking Water f Tipp lab is no,cGreaUy respOmibty for ih--irie5r'ty of the samga berore Origin: Distribution jf1 g 7=8rc s t•Holl.r,f?oad,-Melville,NY i 1747 r--CNP(at the lab and is-Pomib?e only for the cer%tied tests Routine1EUC63tlrsq-2,24Q FAX:(831)420-8436 SCHEDULE B Goldman Water Testing HO REF.R-21-0885 8700 Main Road Lab No,: 70164027001 Mattituck,NY 11952 Client Sample ID.:VINCENT DACIMO Atte To:Gregory Nissen Federal ID. Collected: 02/26/2021 09:50 AM Point Received: 02(26/202103:39 PM Location Collected By AF99 Sample Comments: 885 PLUM ISLAND LANE,ORIENT SOURCE:TEST WELL TAP,FLOW.60 MIN @ 20 GPM 1000-15-5-24-17 RAW WELL AnalvllcaI klefrod•EPA 200.7 Para-- mew" Reskilt Calcium � Limit Anataed Container- 9.8 1 Iron 1.3* 1 mg/L 03/01/2021 4:22 PM 001 13134N1/1 Magnesium 2.0 m91L 0.3 03(01120214.22 PM 001 BP4N1/1 1 Manganese 0.026 mg/L 03101120214:22 PM 001 8P4N1/1 Tot Hardness asCaCO3(SM 23408 32A 1 mgtL 0.3 03101120214:22 PM 001 BP4N111 Zinc N3 1<0,020 mg1L 03101120214:22 PM 001 BP4N1/1 1 31'Wethad•FPA 200.8 mg/L 5 03/01120214:22 PM 001 BP4N1/1 An iC �r,�lnet�r s f3Os/1t_ Qu�iifizr ArsenfC <1.0 �afts � Anal z d QQo1ainer- Cadmium <1.0 i ug1L 1003(01120214:50 PM 001 BP4N111 Chromiimt <Q,0070 l �L 5 09/01/2021 4:50 PM 001 BP4N1H Copper 1 m91L 0.1 03/01120214:50 PM 001 BP4N111 <0.00201 Lead <1.0 mg& 1.3 03/01/20214:50 PM 001 8P4N1/1 1 uglL 30015 03/01120214:50 PM 001 BP4N1/1 900.4 i J h,' hS.�EPA .0 Pararne}er(sl fift Chloride 34 8 -i imi L,-nAWed" rn in 1 Mgr- 250 03/03/20219:48 PM 00t BP2U1/2 Anal ,(cal p'-Ie tt (J-F_PA 353.2 EMIR Results +:(tar er D E Unitsim Nitrate as N Aa ahgg C i t 1,6 I mgt Nitrate-Nitrite(as N) 1,6 D6,M1 1 t0 02!2612021 11:31 001 BP2U112 mg/L 02(2612021 11:31 001 8P2U1/2 Analvft�cat f,4eifir PA3512 Resuff�m.►�.l r s s Qttptifrsr QF. Nitrite as N <0.0-90 1 Slr+lt;; L A— ' ortiainvr mg1L 1 02126(2021 10:17 001 BP2U112 Ana4ttlical'Adethtzd•i=PA 515.3 Prey yleif:nd• EPA 515.3 acic.Q61e, 03!09/2021 11:28 Ps�talet(s_'' Results ��?li Units DCPA(dacthai} <1,0 N3 ' Lima AMBO 1 . Surr.2,4-DCAA(S) q2o� � 5Q 03/11J202112:39' 001 DG9T112 t %REC 031111202112139 001 D(39T112 �afyfgrs'• OF-Dilution Factor,if repotted,represents the factor applied to the reported data due to changes fr. sample preparation,d:tu5on of the sample aliquot,or moisture content NO-Nei Defected at or above adjusted repotting%Wt 11-,Estimated concentration ceii he ad;usted method detection limit and betotw the adjusted reporting f timitEstimatad value-be:cwv zhbraf on range l Julie Utvin U-Indicates cite compcurd•ras analyzed for.but not detectedT_st results tnaeftfse recuiretrents of NELAC See qualifiers page�r additdonal qualifier deftid.)ns. unless otherwise noted. Resuif(s)reported rnaet(s)NYS Regulatory LimNS). TFis Mpc,t sha1p not be reproduced except in ftdi, Result(4)tiaggedt,i:h"meed\YSRegitt3tary Umt(s).Limit Noted. ____ y :withoutthewniten approval ofthe laborator;- Laboratory Results Sample Information: r� J�/ o Resuits for the samples and analytes requested Type: Drinking Water �"(� _ e A alf LicaJ ^The lob is not directly responsible Iorthe integrity of the sample before Origin: Distribution ( receipt at the lab and is responsrlJe only for the certi ied tests Routine f :75 Bmsd Ho6•ry Road,Melville.NY 1'1747 "-1. (631)G£4-3i1 F0 FAX:(631)420-8436 SCHEDULE B t+n+oil RnC�IAhj r Qj HD REF.R-21-0885 Goldman Water Testing Lab No.: 70164027001 8700 Main Road Client Sample ID.:VINCENT DACIMO Mattituck,NY 11952 Attn To:Gregory Nissen Federal ID: Collected: 02/26/2021 09:50 AM Point Received: 02/261202103-39 PM Location Collected By AF99 Sample Comments: 885 PLUM ISLAND LANE,ORIENT SOURCE TEST WELL TAP,FLOW:60 MIN @ 20 GPM 1000-15-5-24.17 RAW WELL &URMIcal Me(hQd•EPA 522 Prep rvte,)hod;EPA 522 Preo Date: 03102/2021 9:06 AM F ra p ftsl Results Qualifier D.F. Units Lila -Ana!Yd' mea r_ 1,4-Dioxane(p-Dfoxane) <0.020 1 u91L 1 03/02/2021 9:05 PM 001 AG2R1/2 Surr:1,4-Dioxane-d8(S) 92% 1 %REC 03/02/2021 9.05 PM 001 AG2R1/2 Analytical tfeihed:FPA 524.2 Param2l�f(&1 Results ifi r P—j- DRItti Liriilt Anal ze • Container. 1,1,1,2-Tetrachloroethane <0,50 i ug/L 5 03104120215:37 Pt,1 001 VG9C1/2 1,1.1-Trichloroethane <D_50 1 ug/L 5 03104120215:37 PM 001 VG9C1/2 1,1,22-Tetrachloroethane <0,50 1 ug/L 5 03/0412021 5:37 PM 001 VG9C1/2 1,1,2-Trichloroethane <0,50 1 ug/L 5 031`041202115:37 PM 001 VG9C1/2 1,1-Dichloroethane <0.50 1 ug1L 5 03104120215:37 PM 001 VG9C1/2 1,1-Dichloroethene <0.50 1 ug/L 5 03/04/2021 5:37 PM 001 VG9C1/2 1,17Dichloropropene <0.50 1 4L 5 03/04/20215:37 PR4 001 VG9C1/2 1,2,3-Tdchlorobenzene <0.50 1 ug/L 5 03104/20215,37 Pkl 001 VG9C1/2 1,2,3-Trichloropropane <0_5Q 1 ug/L 5 03104120215:37 P{ui 001 VG9C112 1,2,4-TFichlorobenzene <0.50 i ug/L 5 03/04/20215:37 PM 001 VG9CV2 1,24-Trimethylbenzene <0.50 1 ug/L 5 03/04/20215:37 P1141 001 VG9C1/2 1,2-Dichlorobenzene <0.50 1 ug/L 5 03104120215:37 PM 001 VG9C1/2 1,2-Dichloroethane <0.50 1 ug/L 5 03/04/2021 5:37 PM 001 VG9C1/2 1,2-Dichloropropane 10.50 1 ug/L 5 03AW2021 5:37 PM 001 VGSG1/2 1,3,5-Trimethyibenzene <0.50 1 ug/L 5 03104/2021 5:37 PM 001 VG9C112 1,3-Dichloroberizene <0,50 1 u9/1- 5 03104120215:37 PM 001 VG9C1/2 1,3-Dichloropropane <0.50 1 ug/L 5 03104120215:37 PM 001 VG9G112 1,4-Dichlorobenzene <0,50 i ug/L 5 03104120215:37 PM 001 VG9C1/2 2,2-Dichloropropane <0.50 1 ug/L 5 03/0420215:37 Pti 001 VG9C112 2-Butanone(MM <2-0 N3 t u9/1- 50 03104120215:37 PM 001 VG9C1/2 2-Chlorotoluene <0,50 1 u91L 5 03/04/2021 5:37 PM 001 VG9C112 4-Chlorotoluene <0.50 t u191L 5 03104/2021 5:37 Pitt 001 VG9C112 Benzene <0.50 1 ug/L 5 03/04/2021 5:37 Plat 001 VG9C112 Bromobenzene <0.50 1 ug/L 5 03104/20215.37 Kill 001 VG9C1/2 Bromochioromethene <0,50 i ug/L 5 03104/20215:37 PM 001 VG9C1/2 Bromodichloromethane <0.50 1 ug/L 03/04/2021 5:37 PM 001 VG9C1/2 eromofarm <0.50 1 U91L 03/04120215:37 PM 001 VG9C1/2 Bromomethane <0,50 1 u91L 5 03/04/20215:37 Pito 001 VG9C1/2 Carbon tetrachloride <0.50 1 ug/L 5 03104120215:37 PNI 001 VG9C112 Chlorobenzene <0.50 1 ug/L 5 03104120215:37 PIS 001 VG9C112 v brans: DF-Ciluton Factor,if re orted,represents the;actor e plreported P A led,o the data due to changes in sample pneparaticn,diiutioa of me sample aliquot,or moisture contort �- ND-Not De ected at orabove adjustad reporting limit ` J-Es tmamd corcentrafon above the adjusted method detection limit and below the adjusted reporting Julie Litvin limit Estimated vaiue-telmv cetrcrefon range Test results meet the requirements of NELAC U-Indicates the ccmpovnd was analyzed for,but not detected unless otherwise noted See quaJfers page for add:fcnei qualifier dennit ons Resuif(s)reported meet(s)NYS Regulatory Limits) This report shall not be reproduced except in full, Resulysl Sagged with•Exceed NYS Regulatory Limiffs) U snit Noted. without the written approval of the laboratory page 2 of 10 ✓�� _ i _. Laboratory R@5lI�t:S Sasrspi�Info i rr• r�- Pat y/1 `,�/„¢,G,C�f' �Resuts sore i5a samples 2nd analytes reGuast_d - TYPw Drinking Water /t I if / The Izw isnot dieu;y responsst!e fer;pe;r.:eo. of ii•e sar i!e bcfcre Origin: Distribution receiFi at itte 12b ask;is responsitle only tar n_ce.^,trig_,tests ars$coati Hcflrm road,Nlelvu'.s:NY 117747 Routine :E'_ (63 1)G44-3043 F,k:{;(s31I42o-3436 SCHEDULE B bz�nnv:Pa_�efabs com HD REF-R-21-08,85 Water Testing Lab No..:7u7ti4uzrutrz 8700 Main Road Mattituck,NY 14982 Client Sample ID.:VINCENT DACIMO Attn To:Gregory Nissen Federal ID: Collected: 02/261202109:50 AM Point Received: 02126/2021 03:39 PM Location Collected By AF99 Sample Comments: 885 PLUM ISLAND LANE,ORIENT SOURCE:TEST WELL TAP, FLOW:60 MIN @ 20 GPM 1000-16.5-24-17 RAW WELL Chlorodtfluoromethane <0.50 N3 1 ug/L 5 03104120215.37 PM 001 VG9C1/2 Chloroethane <0.50 Chloroform 0.641 ug/L 5 03104120215:37 PM 001 VG9C112 1 Chloromethane u91L 03/04120215:37 PM 001 VG9C112 <0.50 1 ' Dibromochtororrietharle < ug/L 5 03/04/2021 5:37.PM 001 VG9C1P1 0.50 1 ug/L 03/04120215:37 PM 001 VG9C112 Dibromomethane, <0.50 1 ug/L 5 03/04120215.37 PM 001 VG9C112 Dichlorodifluoromethane <0.50 1 ug/L 5 Efhylberrzene <0,50 03104120215:37 PM 001 VG9C112 Hthylbe zene butadiene <0,50 1 ug(L 5 03/04120215:37 PM 001 VG9C112 1 ug/L 5 03104/20215-37 PM 001 VG9C1(2 Isopropyibenzene(Cumene) <0.50 1 ug1L 5 03104/2021 5:37 PM 001 VG9C112 ± Methylt b erutyl ether c0.50 Methylene Chloride 1 ug/L 10 03104120215:37 PM 001 VG9C7/2 <050 f . 1 Naphthalene -00.50 uq/L 5 03104/20216:37 PM 001 VGSC112 i ug/L 5 03104120215.37 PM 001 VG9G112 Styrene <0.50 t ug/L 5 03(04120215:37*PM 001 VG9C112 Tetrachloroethene <0.50 Tetrahydrofuran 1,2.0 1 u�- 5 03/04120215.37 PM 001 VG9C1/2 Toluene <0.50 N3 1 ug/L 50 03104120215:37 PM 001 VGSC112 Tdchtoroefhene <0.50 1 ug/L5 03/0412021 5:37 PM 001 VG9CU2 1 u911- 5 03104/20215-37 PM 001 VG9C112 Trichlorofluoromethane <0.50 Vinyl chloride <0.50 1 ugll 5 03/04120215:37 PM 001 VG9C112 1 ug/L 2 03104/20215:37 PM 001 V139C1/2 cis-12-Dichloroethene <0.50 i ug/L 5 03104/20215.37 PM 001 VG9C112 cis-1.3-Dichforopropene <0_50 i ug/L 5 03104120216:37 PM m8p-Xylene <0.50 001 VG9C112 1 ug/L 5 0310412021 5:37 PM 001 VG9C112 n-Butyibenzerte <0.50 n-But lenzenee 1 u�- 5 03104120215:37 PM 001 VG9C112 PY <0.50 1 u91L 5 03104120215--37 PM 001 VG9C1/2 o-Xylene <0-50 1 ug/L 5 03104/2021 5,37 PM 001 VG9C112 p-isopropylioluene <0.50 1 ug/L 5 03/04120215:37 PM 001 VG9C112 sec-Butyibenzene <0.50 1 ug/L 5 03104120215:37 PM 001 VG9C112 tert-Butylberizene <0.50 1 ; trans-1,2-Dichloroethene <0.50 ugtl. a 03/04r2021 5:37 PM QOi VG9C1/2 1 ug/L 5 03104!20215:37 PM 001 VG9C112 trans-1,3-Dichloropropene <0.50 t ug/L 5 03/0412021 5.37 Pkil 001 VG9C112 Surf.1,2-Dichlorobenzene-d4(S) 85% i %REC 03104120215:37 PM 001 VG9C112 Surr.4-Bromofluorotienzene(S) 86% i %REC 03(04120215:37 PrA 001 VG9(3112 &13400 1efttEPA 531.1 aramelerls Results uati5er D.F.. units Lirttit Anal. ConWiner Aldicarb <2.0 t ug/L 3 03112/2021 11:56 001•VG9M111 Aldfcarb suifore <2.0 t ug/L 2 031121202111:56 001 VG9M1/1 DF-Dilution Factor,if reported,represents the factor applied to the reported data due to changes do r -�' sample preparation,dilution of the sample aliquot,oP moisture content. •"-2� r✓"`"^^---. ND-Not Detected at or above adjusted rep iidng limit J-Estimaied coacentraton above the adjusted method detaction limit and below the adjusted reporting Juffe Lihirn !imiLEstimated value-below calibration range U-Indicates the compound was analyzed for,but not detected Test results meet the requirements of NEtAC See quaffers page for additional quWMer detrition, unless otherwise nov-,J. Resulgs)reported meet(s)NYS Regulatory Lk is s}_ This repprt shall not be reproduced aloe,::in full, Results?(tagged with'Exceed NYS Regt4we";Ldtn[t(s).Limit protect without the'Wrttea Wmzat of the laboratory. page 3 of 10 Laboratory Resets _ Sa6tt?l�info�rne ion: Results tar;tie samptes and analytes reQuested w I YPe: Drinking'Water aceAnalyytical ? lab is not Girecp Origin:, Y responsCle for the intearitg of the sample CztcraDistribution receipt at gts tab areJ is responsible=4 W,the cenirted tests Routine { 573 Broad 11611ow Road,Pglelvifle,_NY 11747 t TEL:(631)5844040 FAX:(531) 420-8436 SCHEDULE B LvNgvw: HD REF-R-21=0885 Goldman Water Testing Lab No. : 7olwzruvt 8700 Main Road Client Sample ID.:VINCENT.DACIMO Mattituck,NY 11952 Attn To:Gregory Nissen Federal 1D: Collected: 02126!2029 09:50 AM Point Received. 02/26/2021 03:39 PM Location Collected By 499 Sample Comments: 885 PLUM ISLAND LANE,ORIENT SOURCE:TEST WELL TAP,FLOW:60 MIN @ 20 GPM 1000-15-5-24.17 RAW WELL Aldicarb suboxide <2.0 ug/1- 4 03/12/202i 11:56 001 VG9M111 Surr.BDMC(S) 107% ? %REC 03/12/202111.56 001 VG9M1f1 An leaf lLlethnd EPA 537.1 Free Melflct EPA 537,1 800 Date: 03/091202110:06 amm-me r US Results ifter D.F. VAIs limit Anatufed: Container- Perfluorooetanesulfonic acid <1.8 f ng/L 10 03113/20211211 001 BP3T112 Perfluoroactanoic add <1,8 1 ng/L 10 031131202112:11 001 BP3T112 Surr.13C2-PFDA(S) 966/4 1 %REC 031131202112:11 001 BP3T1/2 Sum 13C2-PFHxA(S) 112% 1 %REC 03/131202112:11 001 BP3T112 Surr.HFPO-DAS(S) 89% 1 %REC 031131202112:11 001 BP3T1/2 Surr.NEtFOSAA-d5(S) 88% i %REC 03/131202112-11 001 BP3T212 Aaa[Atal Melhod:Field Method P-arameler(sl Restdts Qualifi-r p.F Units Lirrmi Ana; ae t Cctrda Werner: Field Chlorine,Free <0-1 N3 1 m9tL. 02/26120219:50 AM 001 VG9C112 Field Temperature 12.7 N3 'I d C e9 02/26/20219:50 AM 001 VG9C1/2 Field pH 6-0 N3 I Sid.Units 02126/2021 9:50 AM 001 VG9C112 Analytical Malbq�o M22 2510E Parameter/s} Rest3is O Gar te. Units Li.�it nal sett: ,..an - L Spedre Conductance 192 1 umhostem 0,2127120216:17 AM 001 BP2U1/2 AnNK,zoLUefttSM22 4500 NH3 H j?aranx krfml Results Qualifier D� Units Limit Anawzed_ Container Nitrogen,Ammonia <0-10 1 m91L 03/0412021 1:56 PM 001 BP2U112 Ana ictal Method,SM22 6540C Prev Melhrd: SM22 5640C Pro i Da a 02!2712021 9:16 AM FwSM91erlS1 Results Qva-fif-r D.F. Unitsvzgd- Container_ LAS Molecular Weight,g/mot 320 1 02127120219.22 Ara 001 BP21,11/2 MBAS,Calculated as IAS <0.080 t mg/L 02/27/20211 9:22 ANI 001 BP21J112 Analvticat MelhLd* M22922313 Corlett RUM—0-40MId- SM22 92236 Collert ftJZDO(e.0212-71202117:30 A l ParameleU Res_ruts Qualiffe -[)-F- Units �i" Ana;:7c-ri- ContaPner. E-coii Absent 1 Absent 02128120217:30 AM 001 SPST111 Total Coliforms Absent i Absent 02128120217:30 AM 001 SP5T111 DF-Dilution Factor,if reported,represents the factor appl ed to the reported data due to changes in sample preparation,dilution of the sample akquck or mestere cement r-- ; . —- ND-Vol Detected at or above a4usted reporting lima f. J-Estimated concentration above the adjusted'method de:ecgon fm*t and below the adjusted reporting Julie Lima Urnit.Estimated value-belov:calibration range ! Test results tree{the uirerc�Ms at f=L4� U-indicates the compound was analyzed.or,but not detected Tunless sultsotherrea noted. qualifiers page for addit chat quaL�et ds5nitions. Results)reported meat(s)NYS Regulalory Limit's) This report shag notbe reproduced except in fog. Result(s)gagged YOM'Exxed NYS Rego atc.f U- (s},Lmi3 Noted without the written approves of the laboratory coop�„r i n SCHEDULE B HD REF.R-21-0886 lAceAnalj6cal' [ 575 Broad 1'ofli i Road,kleiv':lle.NY 11747 i TEL:(1631)694.3040 FAX:(631)420-8436 WorkO€der: 70164027 Laboratory Certifications Pace Analytical Services Ormond Beach 8 East Tower Circle,Ormond Beach,FL 32174 Alaska DEC-CS/UST/LUST Alabama Certification#:41320 Arizona Certification#AZO819 Colorado Certification:FL NELAC Reciprocity Connecticut Certification#:PH-0216 Delaware Ceitiftcation:FL NELAC Reciprocity Florida Certification#:E83079 Georgia Certification#:955 Guam Certification:FL NELAC Reciprocity Hawafr Certification:FL NELAC Reciprocity Illinois Certification# 200068 Indiana Certincalion:FL NELAC Reciprocity Kansas Cerfi ication#:E-10383 Kentucky Certification#:90050 Louisiana Certification 4.-FL NELAC Reciprocity Louisiana Environmental Certificate#:05007 Maryland Certification #346 Michigan Certification#:9911 Mississippi Certification:FL NELAC Reciprocity Missouri Certification#:235 Montana Certification#:Cert 0074 Nebraska Certification:ME-OS-28-14 New Hampshire Certification#:2958 New Jersey Certification#:FLO22 New York Certification#:11608 North Carolina Environmental Certificate#.667 North Carolina Certification#:12710 North Dakota Certification#:R-216 Ohio DEP 87780 Oklahoma Certification#:D9947 Pennsylvania Certification#:68-00547 Puerto Rico Certification#:FLO1264 South Carolina Certification:#96042001 Tennessee Certification#:TNO2974 Texas Certification:FL NELAC Reciprocity US Virgin islands Certification:Fl-NELAC Reciprocity Virginia Environmental Certification#:460165 West Virginia Certification#:9962C ViFisconsin Certification#:399079670 Wyoming(EPA Region 8):FL NELAC Reciprocity Pace Analytical Services Long Island Date Repored: 03i1a=021 page 5 of 10 SCHEDULE 8 `/._....-- aneAnalyfical HD REF.R-21-0885 575 E?road I•loitow Read,PAet+,iliE,rJY 1174: i TEL.i63 i)584.3040 FAX:(631)420-8436 !err oacel, ams��rm Work-Order 70164027 Laboratory Certifications Pace Analytics!Services Long Island Delaware Certification#NY10478 Virginia Certificatlon#460302 575 Broad Hollow Rd,Melville,NY 11747 New York Cert cation#:10478 Primary Accrediting Body New Jersey Certification#:NY158 Pennsylvania Certification#:68-00350 Connecticut Certification#:PH-0435 Maryland Certification#:20B Rhode Island Certification#:LA000340 Massachusetts Certification#:tt,1-NY028 New Hampshire Certification#:2987 Date ReperLed: 0311@CC031 page 6 of 10 1 " cigft iytiCar SCHEDULE B 575 Broad Hollow Road,Melville,NY t t 747 HD REF-R-21-0886 i EL:(6a i)6n -3040 FAX: {631)42Q-8+136 www.oacetatss corn WorkOrde� 70IW27 Additional Qualifiers t]6-The precision between the sample and sample duplicate exceeded►aboratory contra!limits. M1-Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample(LCS)recovery. N3-Accreditation is not offered by the relevant laboratory accrediting body for this parameter. Date Reported: 03/15/2021 page 7 of 10 Goldman Nater Vesting HDHEDULREF.R-21-0885 P 0130 359 t Mattituck, NY 11952 631-298-4640 i office(ccoofdmanAatertestinn.com + goldmanwatertesti:jg,com RECIPIENT: ,. '{� S` t" �n r'!; `�'' v.�"s•1 N;U,::;rre,, Y^,'�.ki',++' h 4 �•�"s O� t'".�I M1.ith J'.«Yf�;.":•p, t y,r Yt{,i. VINCENT DACIM4 '' .J � .!-y''4i�"d Vla.'fln.J�4. `.wtE:^"3:('"I`'1i4.af�rc•_Lt krY:'41�t,.�y:'F,,S!'i�t°.'M7„ii� Hennessey Scheduled Feb 26,2021 Well Service PO Box 450 Description COUNTY CO&TEMIK& Cutchogue,NY 11935 DACTHAL,150 FORM Contact: TOM HENNESSEY:631-252- SERVICEADDRESS: 2125 Vincent Dacimo Sample: TEST WELL 885 Plum Island Lane SCTM#; Orient, NY 11957 1000-15-5-24.17 COUNTY CO TEST& INORGANIC f ORGANIC(TC&E.COLI f PFAS 11,4 DIOXANE 1 TEMIK i TEMIK DACTHAL 1 FORM 150 Certification of Well Water Analysis Water Testing Parameters Field Number; CL2: e-0-( PH:6t OTemp: YL7 Source: Rove Rate: 6019) Date ®�p� �me:�j % mo PP.(L j .Routine ! 1"-�` �/ Treatment; WO# 70 1 64027 IIIN Lkyl7016 �[L�NI�I�iI� LAS; 4A ATER TEST REGEAIEC)t'vi �a..rt.i✓ I:•_',T:::TIk"E' .ZE X page 8of10 SCHEDULE B HD REF.R-21-0885 Sample Condition Upon Recei.r'140# 07016402�FkeAnalytioal' 140# 0 7016402 -- Client Name- Project;i PH: JL1w j &V Due Date: 03/05/21 ICourier:❑Fed Exp UPS USPS❑Client ❑Commercial LCt:!t:e 00ther CLIENT: MGO Tracking##- Custody Seal on Cooler/8ox Presiant YNF ❑ No Seals intact;�r s:1J No Temperature paqk Prem ❑Yet,;]� Packing Material:❑Bubble Wrap ❑ Bubble Bags ❑7iploc e ❑Other Type of lce: #et 8tue None Thermometer Used: TH091 Correction Factor. — ,t ,`, L &rnp'les on ice,cooling process has begun Cooler Temperature(°C): _3 Cooler Temperature Corrected("CI: e(,j D?tv/Time 5035A kits placed in freeze Temp should be above freezing to 6.0°C _ USDA Regulated Soil( 11 NIA,water sample) Date and Initials of person examining contents,= 2/ Did samples originate in a quarantine zone within the United States:AL,AR,CA,FL,CA,ID,LA,MS,NC. Did samples orignate from a foreign source NM,NY,OK,OR,SC,TN,TX,or VA(check map)? ❑Yes ONO including Hawar7 and Puerto Rico)? YeO No If Yes to either question,fill our a,,Regulated Soil Checklist(F-LI-C-010)and include with SCUR/COC papencork. COPAMENTS: - Chain of Custody Present des allo L Chain of Custody Filled Out t t:'es CNo. 2_ Chain of Custody Relinquished: Fifes b o 3-. Sampler Name&Signature on COC: .dyes allo GI/A 4. Samples Arrived within Hold Time: .Eos MO 5. Short Bold Time AnaLysis 1 72tir): -Gybs n4o 6. Rush Turn Around Time Requested: OYes CHO 7. Sufficient Volume:(Triple volume provided.for.lames Colo 8. Correct Containers Used _MS talo 9. -Pace Containers Used 'Efles C140 Containers Intact Bios DKO 10_ Filtered volume received for Dissolved tests oyes GNo G_ '+,zA 11. Note if sediment is visibfa in the diasoNed container. Sample labels match'COC: r3Ye3 11NO 12. -includes date/time/ID.Matrix_ SL MY Oit All containers needing preservation have beenuVes ONO ON/A 13- ❑HNO, ❑H,SO4 ❑NaOH C HCI hecked? pH paper Lot# All containers needing preservation are found to be Sample# in compliance with method recommendation (FiNO,,HzSO,.HCI,NaOH--S Sulfide, Ces GNo ❑N/A NAOH>12 Cyanide) Exceptions:VOA,Coliform,TOC/DOC,Oil and Grease, OROB015(water). Initial when completed: Lot#of added 0atelrime preservative . Per Method.VOA PH is checked after analysis preservative: added Samples checked for dechlorination: Elyes ONO OM/A 14. K1 starch test strips Lot# Residual chlorine strips tot# Posittre for Res.Chlorine?Y N SM 4500 CN samples checked for sulfide? Oyes ONO WA 15. Lead Acetate-Strips Lot# tteadspace in VOA Vials[}5mm): Dyes Cr?10 E 9?A 1B_ Trip Blank Present Dyes ONO ON A 17- Trip Blank Custody Seals Present OYes [-No ,,2K!A Pace Tria Blank Lot#[if applicablel: Client Notification/Resolution: Field Data Required? Y / N Person Contacted: Date/time: Comments/Resolution: PM(Project Manager)review is documented eiectronical:y in LtMS. EN11-FRl+JvELV-0024 00 nage 9 of In _ Suffolk County Department of Health Services OtOce of Wastewater Management 360 Yaphank Avenue,Suite 2C Yaphank,New York 11980 SCHEDULE 8 (631)852-5700 OR i i_�js�i` _' n HD REF•R-21-0885 CER'T'IFICATION OF WELL WATER ANALYSIS This form must be submitted with all potable well water analyses(Form WVVM_ the analyzing laboratory's director or technical director,All water samples submitted and signed by Department of Health Services Office of Wastewater management for regulatory collected by a properly trained sample collector and analyzed by a labors milted to the New York State Environmental Laboratory coApproval g er purposes must be submitted within one year of the saborat d to 1 hila oProgniu(ELAP tory certified under the mast contain an 0ri 'nal signature. )•Analyses must be must be cam Ictcd in its entire and Health Department Reference Number: Suffolk Tax Map#:Dist 1000 Sect(s) 15 Blk(s)5 Project Name or Address: 885 PLUM ISLAND LANE ORIENT Lots(s)24.17 Subdivision Name&Lot#:24.17 1 I957 Applicant's Name: DACIhvIO SAMPLE COLLE TIO�LNOItA ATION:Sample Date: 4 O Sample Collector: 1•' ' !'�� L Sample Collector Employed 13 y: l;[arry Goldman Water Testing Collection Point: T W G Edi ��p If Treated, Indicate Type(s)of Treatment: w Water [ ]Treated Water Run Time:k—(15-60 minutes ^ Pumping Rate: 20 Were all a --9Pm Free Chlorine Residual: pp parameters listed on the back of this form included in this analysis? Yes rn If not please indicate reason for partial sample: [ 3 NO Are the results reported on Form WWM-151? bJ yes ( )No �`'ATER OU�1 ITIS'• Laboratory Naive and ELAP ID#: Pace Analytical #10478 Check one: [ l This sample does not exceed the drinking water Maximum Contaminant Levels MC Action Levels contained within Subpart 5-t of the New York State Sanitary Code for the Parameters analyzed. (MCLS)and/or p eters This sample exceeded one or more of the drinking within Subpart 5-1 water 1111CLs and,°or Action Levels contained of the New York State Sanitary Code of the parameters analyzed. Flag all parameters that exceed MCLS and/or Action Levels on Form WW1VD151 T,he.ci_ �tccf ht-Lccl?��ratr?►1 Diicc!f(j, or Gahrrttuuri Tecit��icu1 Di;cictc�r_ I certify that this water sample was collected and analyzed in accordance State ELAP approved methods and Suffolk County Department of Health$eh New York Yater Systems Standards. This sample may be used for regulatory ices Private ry purposes. tstg Sul; �R i5 202 (Print Name) (Date) (Title v WWivi_14n S.C.T.M.# DISTRICT 1000 SECTION 15 BLOCK 5 LOT 24. 17 DWELLING W/WELL WATER DWELLING ` W/WELL WATER r SEPTIC OVER 150' r r /i-- - - -- - - -- - - - -- - - - r -' r // COM. CURB r DWELLINGr WELL UHL LANE/,� CL 16.8 W/YVELL WATER r / 1r/ � 7C 18.5 TCB 16.3 .� U.P. U. S 88°57'40" E 89.42' -0 ' rMON. EL 16.8 EL 17.0 STK.OO� I WELL ,5 50 R�p LOT 163 STK y I 2. . s �.U.P. 53 _ 50.5 o f 3y s. ( DRY WELL q I .,� 10'0x4'DEEP PROPOSED EL 6.0 STAGING AREA ' 150' 0, AND CONSTRUCTION • DWELLING g o It ENTRANCE _ (17.0) W3 (17.0) „ - r, I EP71C OVER 50' T------- ° I DRY WELL 8'3x6'DEEP / 1 PROPOSED W= 1 I 1 STY ERM. Z DWELLING r- h I W a A 94' _ .5) OR 1 CONCRETE WASH OUT AREA & IN BED OF PROPOSED DRIVEWAY. 1I i / "g i 0. o� � LOT 164 ►- L---- ----------� J / V) C.O. c�� F 50' I -- - \ (16.5) EL 16.3 C4 U.P. VACANT I \ 200' EXP LP S.T. EL 15.6 \ f1 I PROPOSED SOIL PROPOSED 1STOCK PILE AREA m I SEPTIC 4 BEDROOM SYSTEM " LP 1250 GAL S.T. I O (2)8'OWDEEP L.P. DRY WELL 1 LP 1 O'0x4'DEEP \ I W I -1 •\Gym � I DWELLING 77.6' 1- I W/WELL WATER + \ N I SEPTIC OVER 150' 162' I \ I 150' ----- I t i TEST WELL EL 15.1 I EL 14.0 U.P. MON. 0/L / N 88°57'40" V 210.00' / PIPE I WELL.WELL , � o LOT 174 / - - - -- - - / W DWELL LLIWATER � SEPTIC OVER 150' / DWELLING / W/WELL WATER 150' / SEPTIC OVER 150' . / / owEu. / TYPICAL DRYWELL CROSS SECTION (CONC. PRECAST COMPONENTS) / TYPICAL SILT SCREEN SECTION 7 � ��� !'SLAB FOR NON-TRAFFIC BEARING / !'SLAB FOR TRAFFIC BEARING HEAVY DUN GEOTEXTILE FABRIC CAST IRON FRAME AND APPROVED OUTLET PIPE / SUPPORT POSTS APPROVED INLET PIPE COVER TO GRADE TO EXPANSION RINGS WOOD OR METAL MAN. 4'DN. MMA. 4"DIA. PITCHED 1/8%1' PITCHED 1/8/I. FLOW DIRECTION EXCAVATED AND a � ❑ 0 BACKFILLED TRENCH EXISTING GROUND / I-lily i i li- • r_-i-ilii-��--I/�ii- llTrl��i�a 4. P MINIMUM ELEV. 15.6 3' MIN. 8' COLLAR BACK MATERIAL TO SE OL BROWN 1.o' CLEANFILL SAND AND GRAVEL SANDY LOAM 50' MIN. BROWN U U IC N KEEP TYPICAL CLEAN OUT SM SILTY SAND 2•Q' SEDIMENT ON SITE SLATE ORSTOPPER END HAY BAIL AND/OR SUITABLE COVE OR PLUG SILT FENCING z w MEDIUM az DRAINAGE CALCULATIONS: 30• ELBOW SW ro Q _ �.._ 60• WYE COARSSANDE 11.7' ¢ ; �`2` v� N A) DWELLING W/COVERED PORCH=3242 SQ.FT. 03242 x& w ✓`�� Q�' (2) 10 D A 1x 4' DEEP f DRYWELL=547cf PROVIDED FLO W'i" GRAVEL o w B) DRIVEWAY=1440 SQ.FT. WATER ELEV 0.9 CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED p 1140 x 0.166= 239cf HIGHEST EXPECTED ELEV 1.5 w 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA !1) 8'DIA x 6' DEEP DRYWELL= 265cf PROVIDED -- WATER IN FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. C,1T,C,O "j"�,D P" M,����10-HEt L-1 k y'.-p�1$c: T " COARSE SAND fiF � 'x a ,.. I `7 �I,. � rf;3 r.s^Z 9 M""�'x 41 F'.v--re�.-•-;csak.sc GRAVEL .� "�r ��� C?.*s,/_ z JAN 25, 2021 /1 `o ' - K. WOYCHUK LS ZONED R-40 P .. 13 NAVD88 i r�,r T' �r AREA: 42,601. 14 SQ.FT. or 0.98 ACRES ELEVAAON DATUM: UNAUTHORIZED AL7ERA77ON OR ADDIAON TO THIS SURVEY IS A VIOLA 7701V OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SIRVEY ---- - - - - �- -- --- MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARAN7EES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING IIVS77TU710M 1VAT E R LI N E(S) t1 1.1CT S P IN S P ECT 13Y 'TH LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING 1NS777UTIO1V, GUARANTEES ARE NOT TRANSFERABLE. SUFFOLK COUNTY DEPT. O e Hr-,,,LTH SE VICES. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7H£ PROPERTY LINES TO THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE ]HEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES ADDIAONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS CALL 652-,iia I-40 ours IPj /ADVANCE, AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE AME OF SURVEY TO S C 1�7E'D L E I N C P E C T i 0 N(S). SURVEY OF: LOT 163 CERTIFIED TO:VINCENT DACIMO; MAP OF. ORIENT BY THE SEA SECTION THREE MARYANN C. DACIMO; Pymrw FILED:OCT. 16, 1974 No.6160 STEWART TITLE INSURANCE CO.; r,Y E.M77ALTM D�"P. SITUATED AT.ORIENT ADVOCATES ABSTRACT, INC.; TOWN OR SOUTHOLD SUFFOLK COUNTY, NEW YORK KENNETH M �ITOYCHUK LAND SURVEYING, PLLC Professional Land Surveying and Design THE WATER SUPPLY, WELL$ DRYWELLS AND CESSPOOL ' 4� P.O. Box 153 Aquebogue, New York 11931 LOCA7701VS SHOWN ARE FROM FIELD OBSERVA7701VS FILE #220-75 SCALE:1"=30' DATE:JUNE 25, 2020 NYS, USC. NO. 050882 PHONE (831)298-1588 FAX (631) 298-1588 AND OR DATA OBTAINED FROM OTHERS S.C.T.M.# DISTRICT 1000 SECTION 15 BLOCK 5 LOT 24. 17 DWELLING W/WML WATER DINELUNG ISI WIWELL WATER SEPTIC OVER 150' --- - -- - --- - - - -- -- - CONC. CURB 9!3 DWELIAGWELL UHL LANE is W/WELL WATER PAY 6 2022 TC 16.5 TCB 16.9 BUILDINIG DEPT P. U.P. S 88057'40" E 89.42' MON. EL 1818 EL 17.0 WELL 5 l� �� 60's S IrV- I,,NG U.P. 14 L0�1 DRY WELL LOT 163 vo o \�pos'�W_%o�- 0 1 O'wSIX. 'q�EP OF 35 6 �S-f cn STK. EL 6.0 150' (17.0 17.0) INDWELLING j���/WELL WATER 0 ................. ........... SEPTIC OVER 150' 0 T ......................... DRY WELL w 8'0x6'DEEP Z -:-:-:-:MAY 1, 2022.'.... � � � \ ds ................ ............. ................ LOT 164 y // ............... .............. ...................... °� II OtP C.O. .... ........ .. .... ......................... 165 — — —— 50'6' U.P. ............ f VACANT 200' EXP LP EL 15.6 If PROPOSED L 4 BEDROOM SYSTEM SEPTIC P 1250 GAL S.T. (2)8'Ox6'DEEP L.P. /� I ` O DRY WELL 1 o'ox4DEEP Gy DWELLING W/WEU WATER V) I SEPTIC OVER 150' 162' 150' \ . j TEST WELL EL 15-1 El 14*0 U.P. MON. "Alim N 88*57'40" W PIPE 210.00' WELL i WELL 0 LOT 174 — — —— — — DWELLING W/WELL WATER SEPTIC OVER 150' If DWELLING WAVELL WATER SEPnC OVER 150' 150 oWELL TYPICAL DRYWELL CROSS SECTION TYPICAL SI (CONC. PRECAST COMPONENTS) SCREEN SECTION Ir SLAB FOR NON-TRAFFIC BEARING GEOTEXTILE FABRIC f*SLAB FOR TRAFFIC BEARING WAVY DUTY SUPPORT POSTS APPROVED INLET PIPE CAST RON FRAME AND APPROVED OUTLET PIPE WOOD OR METAL ION. e DIA, _ r TO GRADE To EXPANSION RINGS PITCHED 11r11' Zf- MIN.4"DIA. FLOW DIRECTION DET = ED ED 0 PITCHED 1/871, EXCAVATED AND OWELL "ET PIPE BACKFILLED TRENCH 71 ED D 0 EXISTING GROUND fr=L i!•MIH11A81 ELEV. 15.6 .3' MIN. 8' COLLAR BROWN BACK FILL MATERIAL TO BE OL SANDY LOAM 1.0, CLEAN SAND AND GRAVEL 50' MIN. BROWN BUT SUFFICIENT TO KEEP TYPICAL CLEAN OUT SM SILTY SAND 2.0' SEDIMENT ON SITE SLATE OR --- HAY BAIL AND/OR SUITABLE COVER STOPPER END SILT FENCING OR PLUG Z' w MEDIUMz DRAINAGE CALCULATIONS: SW TO ILI .30' ELBOW COARSE 11.7' 3 < 60' WYE & 0 SAND 0.1 A) DWELLN < C4 2242 IxG0.1I66=WCOVERED 538cf PORCH-3242 SQ.FT. 0 LL GRAVEL 0 �lQ (2) IO'DIA x 4' DEEP DRYWELL=547cf PROVIDED FLOW- w (D 9) DWVEWAY=144O SQ.FT. ------- WATER ELEV 0.9 0• CONSTRUCTION ENTRANCE FOUNDATION OF COMPACTED 1140 x 0.166= 239cf WATER IN HIGHEST EXPECTED ELEV 1.5 LIKI.3/4* STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. (t) 8'01A x 6' DEEP DRYWELL- 265cf PROVIDED COARSE FILL To 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. AN SW S&D GRAVC�� `-�. EL JAN 2c�Z 25, 2021 K. WOYCHUK LS ZONED R-40 AREA: 42,601. 14 SQ.FT. or 0.98 ACRES EtEVAnoN DATUM., NAVD88 UNAUTHORIZED ALTERAI701V OR ADD17ION TO THIS SURVEY IS A WOLARON OF SEC770M 7209 OF 7HE NEW YORK STATE EDUCA71ON LAW COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VAUD TRUE COPY GUARANTEES INDICA7ED HEREON SHALL RUM ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON 141S BEHALF TO TIE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU770A LISTED HEREON, AND TO 7HE ASSIGNEES Or THE LENDING #VS717IJ770N. GUARANTEES ARE NOT TRANSFERABLE. W OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFOREEy ARE HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD/TONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS NOT INTENDED TO MONUMENT r TH AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TME OF SURtEy SURVEY OF: LOT 163 CERTIFIED To:VINCENT DACIMO; MAP OF. ORIENT BY THE SEA SECTION THREE MARYANN C. DACIMO; FILED:OCT. 16, 1974 No.6160 STEWART TITLE INSURANCE CO.: SITUATED AT.ORIENT ADVOCATES ABSTRACT, INC.; FND. LOC. 05-01-22 2022 TOWN OF, SOUTHOLD KENNETH M---WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK BUILDING DEPT Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 THE WATER SUPPLY, WLLS� DRYKILS AND CESSPOOL TOIA'KJ OF SCUT?LOCA77ONS SHOW ARE FROM FIELD OBSERVA77ONS FILE #220-75 SCALE: 1"--3() DATE;JUNE 25, 2020 N.YS USC NO. 050882 PHONE (630298-1588 FAX (631) 298-1588 AND OR DATA OBTAINED FROM OTHERS S.C.T.M.# DISTRICT 1000 SECTION 15 BLOCK 5 LOT 24. 17 DWELLING W/WELL WATER r r DWELLING W/WELL WATER SEPTIC OVER 150' --—— — —— — ————— — —— —— — DWELLING WELL CCNC. CLIRI? W/WELL WATER UHL LANE 0, 16.8 MAY 6 2022 nD Tc 16.5 TCB 16.9 BUILDING DEPT U.P. U.P. STK,S 88057'40" E 89.42' ,p* MON EL 18.8 EL 170 WELL 5 �� oC 0 105 DF� Wa LOT 163 STK. Ir opos,��ew_cl� 0% 10'0x4 O.U.P. ?C)7 IrR� S f- 0 W� q -5t"V '00. J cn 40 STK. EL 6.0 DMUNG /b(A4,0, 0 150' (17.0 W (17.0) WW/WELL WATER SEP17C OVER 150' ................. ............... ............. ....... ................ ...... .............. DRY WELL t\1 ........ ...................... 8'0x6'DEEP ....................... p / / : 70'P fND ........... .................................... '..'FOUNDA'now... I..-'-..:-LOCATION-:-'.:*.%.X'* ................. -'--'-:MAY 1, 2022::::.. EL • .................. 9R cp.A ................... . ....... 0911 ............... . ......... I LP ........................... ....... LOT 164 ................ ........ C.O. ........ ............... 506, ................. ....... .............. . EL 16.3 �F U.P. VACANT EL 15.6 �4 200' EXP LP &T. PROPOSED SEPTIC 4 BEDROOM SYSTEM Lp 1250 CAL S.T. (2)8'0x6 DEEP L.P. /"��� i O DRY WELL w 1 O'0x4DEEP z 1.1 Q DWELLING W/WELL WATER tj SEPTIC OVER 150' 162' 150' TEST WELL EL 15.1 EL 14.0 U.P. MON. OA N 88*57"40" W 210.00' _0WEU WELL 0 LOT 174 — — — —— — — DWELLING W/WELL WATER SEPTIC OVER 150' DWELLING W/WELL WATER 150' SEPTIC OVER 150' OWELL TYPICAL DRYWELL CROSS SECTION (CONC. PRECAST COMPONENTS) TYPICAL SILT cr.RFFN SECTION 61 SLAB FOR NON-TRAFFIC BEARING GEOTEXTILE FABRIC $'SLAB FOR TRAFFIC BEARING WAVY Dury SUPPORT POSTS APPROVED INLET PIPE COW FRAME AND APPROVED OUTLET PIPE WOOD OR METAL MIN. 4.DOL COVER TD GRADE TO EXP FLOW DIRECTION ANSION RINGS PITCHED 1/8'/t* PITCHED 1/8'/t' Cl 0 Q----I ow"LL EXCAVATED AND BACKFILLED TRENCH EXISTING GROUND 4' IF mmimum ELEV. 15.6 3' MIN. 8' COLLAR BACK FILL MATERIAL TO BE NDY LOAM OL BROWN 1.0, CLEAN SAND AND GRAVEL SA 50' MIN. 1_16UT SUFFICIENT TO KEEP TYPICAL !qLEAN OUT BROWN SEDIMENT ON SITE SM SILTY SAND 2.0 SLATE OR STOPPER END HAY BAIL AND/OR SUITABLE COVER OR PLUG SILT FENCING z MEDIUM z 01 DRAINAGE CALCULATIONS: 30' ELBOW SW TO 60 60, WYE ——————----• ELBOW COARSE 11.7' A) DWELLING W/COVERED PORCH-3242 SQ.FT. SAND Q ��u� 04 3242 x 0.166= 538cf 0 & FLOW— GRAVEL 0 (2) 1 O'DIA x 4' DEEP DRYWELL=547cf PROVIDED Lo B) DRIVEWAY=1440 SQ.FT. 0(TCONSTRUCTION ENTRANCE FOUNDATION OF COMPACTED WATER ELEV 0.9 a 1140 x 0.166= 239cf HIGHEST EXPECTED ELEV 1.5 w 3/4 STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. (1) 8'DIA x 6' DEEP ORYWELL= 265cf PROVIDED WATER IN FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. COARSE SW SAND GRAVEL JAN 25, 2021 K. WOYCHUK LS ZONED R-40 AREA: 42,601. 14 SQ.FT. or 0.98 ACRES ELEVATION DATUM: VD88 UNAUTHORIZED AL 7ERA 77ON OR AD017701V TO THIS SURVEY IS A VIOLATION OF SEC7701V 7209 OF THE NEW YORK STATE EDUCA 7ION LAW. COPIES OF THIS.SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY GOVERNMENTAL AGENCY AND LENDING INS777VTON LISTED HEREON, AND TO 7W ASSIGNEES OF THE LENDING INS777U770N, GUARAN7EES ARE NOT TRANSFERABLE 7HE OFFSETS OR DIMENSIONS SHOW HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL S7RUC7URES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE' S7RUC7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT OIV 7HE PREMISES AT 7HE TIME OF StRIVEY SURVEY OF: LOT 163 CERTIFIED T0:VINCENT DACIMO; r MAP OF. ORIENT RY THE SEA SECTION THREE MARYANN C. DACIMO; n; FILEMOCT. 16, 1974 No.6160 STEWART TITLE INSURANCE CO.; SITUATED AT-ORIENT ADVOCATES ABSTRACT, INC.; FND. LOC. 05-01-22 Qy 2022 TOWN OF. SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC BUILDING DEPT SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design TOWN OF SOUTHOI_r, 04 .1 THE WATER SUPPLY, WELLS, DRYKLLS AND CESSPOOL P.O. Box 153 Aquebogue, New York 11931 LOCA7701VS SHOW ARE FROM FIELD OBSERVATIONS FILE 0220-75 SCALE:1"--30' DATE;JUNE 25, 2020 N.YS USC, NCX 050882 PHONE (631)298-1588 FAX (631) 298-115138 AND OR DATA OBTAINED FROM OTHERS. S.C.T.M. NO. DISTRICT: 1000 SECTION: 15 BLOCK: 5 LOT(S):24.17 #R-21—ORR5 DWEWNG W/WELL WATER DWEWNG \ W/WELL WATER \ SEFnO OVER 150' ------------------- \ / CONC. CURB DWEWNG WELL UHL LANE a 166 W/WELL WATER \ i Tc 1&S TCB 1&0 U.P. U.P. S 88"57'40" E 89.42' -0 MON. 108 88 EL 16.8 EL 171K I WELL g+�0 E I.G.LP.GAS TANK r71"3 U.. ^\DRY WELLEL 18.0 1 O'OxVOEEP DWEWNG 150' 17.1 417.1 - I > W/WELL OVER 150' ® :i::�eic'r: ii1:l:1i. !vT 183 DRY WELL 8'0x6'DEEP ` C 0::;i:;;<i.:•11:•1:;•;11:5.5' }3 BEDROONSi2.5' < I \ oN FFL 19.2;;s::o,55 *{ 4 \ i oo a ��11 ' � I OT i 8 X59' to.o L c.o. z4�•.. ' 16.8 " .6�+ ?i`{? ct�:t',r'{::roa 17.0 50.6' EL 1&s ry ¢I— / �g I. U.P. VACANT - i 1P S.T. �/'' -45_ 200' 91' / %" 4 BEDROOM SYSTEM 17.0 ~ I \ 1250 GAL S.T. -�"77"--' (2)8'0x8'DEEP LP. O \ I LP I \\ / WELL 110 0x 4'DEEP \ •`9 I 1 ~ \ I DWEWNG o I W/WaL WATER 1 SEPTIC OVER 150' 1 I 162' I \ I t 150' I I TEST WEU a ,s., I I EL 14.0 U.P. MON. oA I I / ° N 88°57'40" F 210.00' WEU / PIPE I WELL 74 / � }- ----- // \ DWEWNG I W/WELL WATER SEPTIC OVER 150' / / DWEWNG W/WELL WATER 150' SEPTIC OVER 150' / /Off' i REVISED 04-21-23 REVISED SCALE 03-03-23 FII IAL SURVEY 02-10-23 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS ZOIIED R-40 AND OR DATA OBTAINED FROM OTHERS. FI 1D. LOC. 05-01-22 --- AREA: 42,C01.14 SQ.FT. or 0.0R ELEVATION DATUM. I IAVDRR ACRES --------- UNAUTHORIZED AL7ERA77ON OR ADDITION TO 77-IIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STA 7E EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS71TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 1 G3 CERTIFIEP TO: VII ICEf IT DACIPIO; HAP OF: ORIEIIT BY THE SEA SECTIOII THREE HARYAIIII C. DACIHO; FILED: OCT. IG, 1074 I lo.C1 GO - STEWART TITLE IIISURAIICE CO.; SITUATED AT: ORIEIIT ADVOCATES ABSTRACT, IIIC.; • TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK CC,UIITY, HEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #220-75 SCALE:1"=40' DATE: JUI IE 25, 2020 PHONE (831)298-1588 FAX (831) 298-1588 N.Y.S. LISC. NO. 050882 S.C.T.M. N0. DISTRICT: 1000 SECTION: 15 BLOCK: 5 LOT(S):24.17 #R-21-ORBSD . LD, mA a ton D' I � DWELLING W/WELL WATER DWELLING \ W/WELL WATER \ SEPTIC OVER 150' \ i/ CONC. CURB DWELLING WELL //—' UHL LANE OL 19.8 W/WELL WATER \ / i TC 1&5 TCB 19.9 / U.P. M.P. S 88"57'40" E 89.42' -� 106. EL 19.8 EL 17.0 p0', I WELL g „ g� 1�Z I o I.G.I.P.GAS TANK ti tg.9 N �iog9 0 0 I 0DRY WELL / Q 1&0 10'ox4'DEEP 0 / 150' f7•1 I W/WELL WA ER :::i;•24.o'::i:111117 i - -- - - __ o I SEPRC OVER 150' o ....... .. LOT 183 DRY WELL 8'9x6'DEEP S y too :?•:::FfL 19:2;`;:jka � \ 59, LOT .64 ....::::.......:.......:.:.. .:::. .... r�..•;•;:•:d 50.6' Q1&J ————— ;.}::r.;Z56•ii(:iiia:i�•:;i::i•}iii:J.::t6 17.0 J' 'i:•�........:::. O U.P. VACANT - . LP S.T. -�46'-, I 'Py:"'''?',�° ,� I 200' J-72 91' / 4 BEDROOM SYSTEM 17.0 I \ ���� 1250 GAL. S.T. __'n LID - (2)8'4x6'DEEP I.P. O I I / DRY 10'Cx D4 EEP '� I DWELLING �T W o I W/WELL WATER � n 1 \ I SEPTIC OVER 150' 162' I � 150' I I 1FST WELL a-15.1 I Q 14.0 I U.P. MON. OA I N 8857'40" W 210.00' / PIPE I WELL LOT 174 WELL �°----- 1 DWELLINGI W/WELL WATER / SEPTIC OVER 150' If/ DWELLING I W/WELL WATER 150' SEPTIC OVER 150' /OWELL SUF OLS,COUNTY DEPARTMENT OF HEAL rH SERVICES � FAMILY RESIDENCE i Dale 3/15/2023 - . 1 i R-21-0885 / The cnu. saa di* j and c$!41-nEu f? .ti a_P1 Ulia in�ab3 n"ve bee-n it e=red aiad./?;cer,:fe;::fir this Department rothe3;acenci.es and found IG KNE-PPE-R-P. .,GMIEF— ttie�;r.�;Gftlu't,.S2�=:�.�i�r;:araagerr,�rrt REVISED SCALE 03-03-23 FII IAL SURVEY 02-10-23 7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL ZOI IED R-40 LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS FI ID. LOC. 05-01-22 AND OR DATA OBTAINED FROM 07HERS. AREA: 42,C01.14 SQ.FT. or O.OR ACRES ELEVA77ON DATUM. IIAVDRR UNAUTHORIZED ALTERA770N OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF 77-1E NEW YORK STATE EDUCA77ON LAW. COPIES OF 77-IIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 77-IE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 1 G3 CERTIFIED TO: VII ICEIIT DACINO; HAP OF: ORIEIIT 3Y THE SEA SECTIO11 THREE HARYA1111 C. DACIHO; FILED: OCT. 1G, 1074 I Io.0 1 GO STEWART TITLE INSURANCE CO.; SITUATED AT: ORIEIIT ADVOCATES A3STRACT, IIIC.; TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK CUUHTY, HEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE #220-75 SCALE:1"=40' DATE: JUI IE 25, 2020 41111046� N.Y.S LISC. 740. 050882 PHONE (631)298-1588 FAX (631) 298-1588 REScheck Software Version 4.7.1 Compliance Certificate Project Dacimo Energy Code: 2020 New York State Energy Conservation Code(2018 IECC as amended) Location: New York, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,905 ft2 Glazing Area 20% Climate Zone: 4 (5362 HDD) Permit Date: Permit Number: TBD Construction Site: Owner/Agent: Designer/Contractor: 885 Plum Island Road Orient, NY 11957 Compliance: 0.0%Better Than Code Maximum UA: 281 Your UA: 281 Maximum SHGC: 0.40 Your SHGC: 0.26 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 'nvelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,905 49.0 0.0 0.026 50 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 11905 30.0 0.0 0.033 63 Wall 1:Wood Frame, 16" o.c. 1,752 19.0 7.0 0,041 56 Window 1:Wood Frame:Double Pane with Low-E 357 0.280 100 SHGC:0.28 Door 1:Solid 40 0.300 12 Compliance Statement., The proposed building design described here Is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has b en designAd to meet the 2020 New York Energy Conservation Code re u'r ments in Scheck Version 4.7.1 an om ly wit mand ry requirements listed in the REScheck Inspection Ch cklist. IL, Nadt%A -d 2,11 -Z, me-Title Signature Date Project Notes: New Construction-Perscriptive Project Title: Dacimo Report date: 12/29/21 Data filename: C:\Users\Nicholas Mazzaferro\Desktop\Res Check\885 Plum Island Road.rck , i ROOF DESIGN NOTES RIDGE VENT - ALL TYPICAL 16'-0" as v ' DOWNSPOUT os Dm-s- DOWNSPOUTS ��-t�-^------------------------�¢- � JUN .1 3 2022 1 2X4 PURLIN WALL TO BM. OR WALL i i i BUILDING DEPT. 1 1 TOWN OF SO'JTHOLD BELOW. (FRAMING AT 16" O.C.) 11 r II X I L 1--------- ------ --- I-I----------- .S, I I I i t •s SHADED AREA DENOTES ROOF I i i ! 2"x8" 2"x8" 111 FRAMED OVER RAFTERS BELOW ------------ ------ ��Lm= __-�____== -- ---===_--, 1 — --1E1-------- ,n ri, I IEEr: III 11 I,r II t ur><. w w 11 II UE 11 11 Nc - m 11 it 11 f tUvi !J I I nt: 11 a IN I I ALL ROOF RAFTERS TO BE 16" O.C. 1' Illrr FOLD LINE I IIG{aii3;::: :: r_-1i X iii I 1 1 1 a I nl'a6;r<ilt. ;>s`�li*1--1I m f 1 FOR 2X10 RAFTERS USE 14" MICROLAM RIDGE f-- nhr•'2:EEi;:> :: :. .;:gym 11 w 11 RIDGE = DEPTH TO BE I" LARGER THAN lIE 1 RAFTER CUT. L--� IIE n n ' T R AN LE G 1 I 191?>z:??>:i:i y3'.iz:S>i:ii:?ti.. •��_-- - 2x10 I (10 I i ;isaa I tll I t r n n 11 Illi::z�:< ?%>:>?-iii"si i�':;! k[ ...111 —'� Q ' 2x10 ryl 11 11 NEi: <::::>:»:::;>::: :,::;< _ �., " E, ------- -- -- --t I E� HIP a VALLEY = 2 THICK AND I LARGERLr v_ I 1 = THAN RAFTER ANGLE CUT 1 .. ...............: ...... _ III III I I rll fnNEii3"? i t ry, cnnE:y':i:�:>•;t:� GIRRTRUN ryr I I 1 Pill ill 1 11 �m 1 1 < 1 _'<if IIESst I I i°E 11 j . I 1 mr 1 II zi;;l 11 '�z'1>t"s �n.1.:,::::->. m I l 1 r O m :.:.0 I i w t � 1 11 _ 1 _ i ! 1 '< i. iii'!:. NJ II eF:fi`k [ [ I t 1 1 r I #. 11 1 E — - lE 'L.I 1 _ - 4 i 1 I t i - N 1 I 1 t r 1 m c�- II :>:>:r<✓::.:::>:::<:re�.:::.. III ------------ III i i;:F.iN...:::.....:.:.....:..:...:... , 111 =:r:lit::i_�:::-�f:��z:�:; N 3 I IRD ~f _ ?5`2 ? •3E>?EziiS i?j?��`:i::: III 11:000 -�}� - -! iFEie-`r<>?S'F� d;i=_ �;'•.<?2>Zi;:3 —I-.------------------ I— �::<>::::< - -�� - TI L 2X10 1 2x8 2x8 - s TYP.EAVE � — ---- / r� ® r / C t V <</ �> \\ B D.S. . `�\ `�' / / "'�►� R'o,- �Ff5SOO, 5GiN1#-1000-15-5-24.17 ````ilk �p PERMIT - 47301 1iEV6m-eloam IIID D. . N.J.MAZZAFERRO,P.E. PROFESSIONAL ENGINEER P.O.00%571 GRMNPORT NY,119" ROOF PLAN ROOF STRUCTURE sw-ErNo. 885 PLUM ISLAND LN. R-1 ORIENT,NY as os 1 I I I 1 1 I I I I I I iJ 1 I I X •S � 11 •S 'S I tl 1 - 11 II 11 II I I ----------- FL INI I I n� I I 11 I - II 11 II x -Ti n 1 1 2"X10" 1 t II _ II I 11 11 It it 11 tl x II + 00 000 2"x10" 1 I I! 11 IIA I HAV:1 a— —fl-7 —a- - 7 14 I ! io j Q D.S. sF0 NQ 05709 > AROFEsslo% � D.S. ' 5aMN-1000-15-5-24.17 ' PERM IT - 47301 �@ N.J.MAZZAFERRO,P.E. °A"Y°1BY PROFESSIONAL ENGINEER tee, S. PA.BO%5T,GREETa-0W NY.11844 ROOF FRAMING PLAN ROOF STRUCTURE SHEEMO. 885 PLUM ISLAND LN, R-2 ORIENT,NY 4 r1n 0 Ar 14" MICROLAM RIDGE - VENTED 11-611 ou: v- RAFTERS 16" O.C. cr) NOTE: METAL STRAP & CONNECTORS - ALL RAFTERS 5C"-1000-15-5-24.17 o asre,r+nnvox ome PERMIT - 47301 BUILDING SECTION 1 ! N.J.MAZZ.AFERRO,P.E. PROFESSIONAL ENGINEER �mm P.O.BOX 57,GREENPORT NY,11844 - FAWam.j-a - 6G11f]116'+? ROOF STRUCTURE SHMNa. 885 PLUM ISLAND LN. R�4 ORIENT,NY i7 PLUMBER CER TIFICATIOIN1 ON LEAD CONTENT BEFC' APPROVED AS NOTED CERTIFICATE OF OccuW.f DATE:_ �-B.P.# M SOLDER USED IN WATER FEE:_//� BY:_ SUPPLY SYSTEM CANNO- NOTIFY BUILDING DEPARTM T AT EXCEED 2110 OF I% LEA 765.1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH .FRAMING & PLUMBING 3. INSULATION - 4. FINAL - CONSTRLlr'�!ON MUST _ ,I:sR :t. BE COMPLETE :.0. 1Lt PLUMBING WASE ALL CONSTRUCTi A HALL MEET THE WATER LINES NEED REQUIREMENTS OF THE CODES OF NEW ANG BEFORE COVERING YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF ELECTRICAL NEW YORK STATE & TOWN CODES INSPECTION REQUIRED AS REQUIRED AND CONDITIONS OF G BOARD t -S6dTR0[DTWRUSTEES TRUSS PLACARDING REQUIRED A.0�0'"ROCEED-WITH ; FiaMiNG UNTIL SURVEY JCCUP;ANCY OR �,bPf®UNDATION LOCATION, SEENAPPROVED. USE, I$ UNLAWFUL WITHOUT CERTIFICA Blower door OF OCCUPANCY Eire separation and ductwork required as per NYS Code testing required. Must provide Manuals RETAIN STORM WATER RUNOFF All exterior lighting D, 1 and S as per PURSUANT TO CHAPTER 236 installed,replaced or NYS Energy Code OF THE TOWN CODE. repaired shall conform to Chapter 172 of the Town Code DISCLAIMER' //�� //�� rr • SPACE BETWEEN MOXNDOOR JAMBS t FRAMING AND SKYLIGHTS t FRAMINK, E ! �•-��' '.. qq`ter'.,' ., .. 3=�•F. b•/Ii✓�f�f , 6k. L ± , DUCTS, UTILITY 1`4VTe/• ti b/18 SHAFTS, PE>EIRATlONS/FLUE SHAFTS OF'ENRJCs TO EXT.OR UNCONpItICNED 8PAC7: h r;. .....r.�l.r I2n1na 25 GA G.l,FLAS4 (N#G----_� j .: .,.,. :;� . .x ,,,b-'NY..., 11, 1 • JUNCTIONS OF FOIMATION 4 SILL PLATE t JUNCTION OF THE TOP PLATE 1 TOP OF EXT.WALLS. - ,,.,.. ., " :`.i:;* ,_, r_,..,.,. THESE PLANS HAVE BEEN LICENSED t0 TWE CUSTOMER FOR USE M TWE GONSTRUCt10N HVAC REGISTER BOOTS NAT PENETRATE BLDG.THERMAL ENVELOPE(SEAL TO SUBFLOOR/DRYWAtlJ. L f�'X7T1NG3 A 70!SEAR ON UNDISTIk D LEVEL SOIL DEVOID OF ANY C LNIG MATERIAL A'ED BTEP?'Ep 2 X RQ.TRIM BJ.__-___� -i x`_ a';'= :,`': 'x ;-:. ' - :"I OF ONE BUILD1hLrs ONLY SND ARE SUBJECT TO THE CONDITIONS OF LICENSE ACCEPTED • RECESSED LIGHT FIXTURES INSTALLED N THE BLDG.THERMAL MAL ENVELOPE SHALL.BE AIR TIGHT, AS REQUIRED TO MAINTAIN THE R-F=t M DEPTH BELCU, TIE FINAL GRADE. 4I M WOOD 2 X 4 03 WMR= a 12'O.G. 4 � - `_.k `' BY THE CUSTOMER (MULTI-USE BUILDING LIGET{5'=5 ARE AVAILABLE), USE OF ANY IC-RATED(SEALED TO THE DRY1t4�LLt FIRST STUD NOT BEWt'�tD a `'- e<`. • BETWEEN GARAGE AND CONDITIONED SPACES, 2. C 4TIt•AJCA FOOTINGS ARE DESIGNED PER 7018 IRC TABLE FAM.10)-SOIL BEARING VALUE OF ISM Pap, WATER I�ATE4 .,TD B1RiDC SET FLAT ,,;; H!D?a3ZONTAL.W� 1. -=r.:..:;:! PARI OF THE PLANS BY ,ANY PARTY OTHER THAN THE CUSTOMER EXCEPT ON LOAN BY . AIR BARRIER To BE INSTALLED t!L FIREPLACE FULALLS-F!12EPLACE TON VE GASK�TED DOORS. 3d KNOW LOAD,LK#T FRAME CONSTRICTION BASED ON 32'uAD> IJOJSE uATt�CENTER L AR Nfs WALL GYPSUM WALLBOARD TINES ASD UAB i 3 .,,----. TWE CUSTOMER TO TWIRD PARTIES NECESSARY TO ASSIST THE CUSTOMER M USING TWE • OPENNGS AT PENETRATIONS OF UTILITY SERVICES Ti -I THE R",WALLS,AND FLOORS 4'MA30N�"'(YE,I�"Er�. a � �"'':_`-�L,_ '1" PLANS,SUCH AS CONTRACTORS AND SUBCONTRACTORS, IS STRICTLY PROHIBITED. THE • BUILDING A555tTBLIES USED AS DUCTS OR PLENUMS 3. MAX.SLOPE OF CUTS AND FILLS TO BE TWO(2)HORIZ.TO ONE(1)VERT.FOR BLDG,STRUCTURES,Aim POM. 6'MAXIMUM M . • JOINTS,SEAMS,Atm PEFETRATIONB OF VAPOR RcTARD1 85 1' AIR SPACE t s:_,`, ..: PLANS MAY NOT BE RE-USED OR COPIED, IN WHOLE OR iN PART,WITWOUT WRITTEN 4, ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A MIN.OF 4'IN.G-'RANULAR MAT.COMPACTL-TO 55%. 22aa. MAvOt13"1'TIES � �i � �' ,''"`' PEt�?`iISSION FROM ALAN i'1ASGORD DESIGN ASSOCIATES,MG.('t14SCORD'1,WHICH • ALL OTHER oPErIPLGs IN TFE BUIL01NYs ENVELOPE F� ` FLEX2ISLE WATER CONtd. 16'O.G.EA WAY YI >''� ':``- '� 5. CONE: -MIX AND 28 DAY 8TRNGTH OF CONCRETE a f X 5 LAG SCREW � '--,,:x:;; ::,:: RETAINS COPYRIGHTS TO, t OWNERSHIP OF THE PLAN'S. CAVITIES N WALL CORNERS 1 HDRS.TO BE FULLY INSULATED TO R3/1n 4 SHALL BE SEALED. FLOORS,NC=Ws 15'BUILDINN•.•s PAPER -_;: 2-':. ,_ , . ,� :...,_;.<,,...,r ' . ,T,.. 1 V ABOVE GARAGE AND CANTILEVERED FLOORS- N8UL.SMALL BE NSTALLED TO MAINTAIN PEST CONTACT _ g ESr MD,lT WALLS 1 FOttdDATIDNS NOT y MM WATER HEATER R Irl'COX PLYWD SWR5 : `, • ,' �-;!r ' ', W/lFDE88tDE OF OOR DECKING.(EXCEPTIONS PER N!'rD228)THE AIR BARRIER SHALL BE INSTALLED AT 250 P51 MORTAR t GROUT FLEXIBLE WATER 'e 2 X STUDS Ih'OC. t _``.= ":';`°':'<' - W .� :,_. MASGOf•RD PlR.EPAI�S ITS PLANS CAREFULLY FOR USE BY ITS CUSTOMERS. HOWEVER, EXPOSED t0 WEATWER TO BE MIXED PER '_-,:A,-,.-� SPECIFIC TA OC BUILDING GORES AND A14T EXPOSED EDGE OF MUL, RNJOIST WALL BE INSULATED t INCLUDE AiR 5AMER KNEE WALLS SHALL CONNECTION 6'MAXtMt,t•'1 St 1' EltllLD SECTI 15 -11 ry,: <�.kL'r"ai�na-tdv'.q'+"+fiiat-:.e-:.:tur �•,-- r'. t_c,rb to ROOTIN65 MATERIAL (SEE ROOT PLAN) PROVIDE A FLASHItj CAP ON ALL PROJECTING SEAMS G.I.GUTTER ON 1 X 8 FASCIA C/t0 DOWNSPOUTS(SEE ROOF PLANT CEDAR 5-11YLE 5DiNG INSTALL Y PER MANI,P.SPECS. kY $ y �r O 2 X I® IM 50.111126 — ;�t' $ s X r> MID POINT OF GA G.I.FLASHING HIGHEST ROOF 1 � s HORIZONTAL LAP SIDING 5/4 X CEDAR COWER BIDS, } _. TDP-a - - ENTRY T.O.P. `.® EAT i�1"I. THE TYPE OF EXTERIOR FINISH,THE PORC�a la INSTALLATION AND THE WATERPROOFt ' — ^� w a `` RESPONSISI ATMILS ARE ALL TOIBE HE�FULTHI� �` TD.P. DESIGNER 458141=S NO RESPONSIBILITY FOR ���� WINDOW HEAD I y � �; �� _ w o f•F_>r1 1ej CF TL-_'::►^.Cst�1Y=-LOPE -� y � T ---------------------- :;',- '�? '}°fig''`! - r �-� ',� � !�� '•°-�t� •I- 1� ,!. <� :a. sr �'�F I'd`s i�f= .--- �. I--^-- - ._. .----'�'-".•---__-__� ,{ t"' _.-------------•.�..-_ +---'- Q <`i '� a ; ss Ir!- r-fi 1111 _ ............ CP _....... ....... ........ ............._........................... till j f _ FNISHED FLOOR PROJECT MANA ERIEAS DRAWN 10/02/17 DMR r .__"}_------------1L_I------------_r t____f ____ __. _ -_} ____— -1-�--------_---.t t----------------------------------------------------�-I--------'1 }' L--^-1------------- L------------_.L L----------- ----..........I....—_,._._—,_---_-_ _1_--_.------------------.. -------.------_..._---------_.-----1--------J SrJ �3 RIGHT ELEVATION }; 4 SCALE : 1/4' = 1t-0' .g§ , 3n f A 5yo "Alteration of this Document except Architect and Engineer's Seal ani 3.r� by an Architect or Licensed Profes- Signature only good for initial use of sional engineer, is illegal." drawing. Changes, alterations or re. Section 7209, Subdivision 2, Tisions to or re-use of drawings with. z out Architect or Engineer's Approva; z zwW �. Y. State Education Laws , // ►olds Seal and Signature on same, I 1 I � P :''t; •� I/ r i � -•KW A .1-1- 1 J, Ll 11 .-.I� may,'' •.S w T t '' ir#'8' + y 'bri^''L'.t ,..r,.,-k..-.r.b '\',... i��.-_•---'--.- _.,...._�- ;->»iNOi.:fV.ISa• y -,.i"tdh •^•c ^^ ,a�.ry a,r��., �„ '*.kt ,+.,+rte '-�•,+t+�'+•.,,:� rA:. g�•,Y,. -,4 - ...._.--- _... ',k ,c,Y. -'� t�^• -;,j '''�' ."'S' � Y4 '.s:%�,,,>~. +.,-::1"'.' -,'r �'- <s..r ...',^;,s.:'..`.wr...,,...ailr..:r .�;i.. „'f+.., •r, . Y' ' .&.�..:•a`:';,=�' a:e" :?� -`a.E•w, .k...e.,G.,:,-w,"'.M�'.`,;. ..r--• -e',`,•.'.- '..,t.. ...H:.� �a.l-�^_,...�'r'�"`—^�.'-�-�"'_`__--ti._.-,."_�_-�._--^-.-_'-�. ::r„-..:,, .++.*yay.,.«-- .;ea..'r.'.'=a.-. b.d__'�^_”.-� .--.,. 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All aM,WALLS 4 \ STI�LICT•T EM. by an Architect or Licensed Pro • Bew� % sional Engineer, is illegal:' �s• Section 7209, Subdivision 2, ' - - �, Y. Mate Education Law. 23/0 x ®t T l5 ��,�R� 11�J� �=Z�tZ. t,,� Ill ��c� / D�0K 1 Div X11 4'�6LA®UY OIQt'IO�NAI_ X b - ' TyO,/10 WUM ON 4'GR NW AR 12'THICKEN M.At3111/(2)�UJALL8 � �, , - AST GARAGE DOOOIW R o�i°�+iIM < ' � Architect and Engineers Seal and VQ Signature only good for initial use of � a� - drawing. Changes, alterations or re- . visions to or re-use of drawings with- `!`� out Are or Engineer's Approval ' ' `•���` '� roids Seal and Signature on same, Window Number Anderson No.and Size(W X H) Type Egress Notation N` / O 1 TCLDH 3040 Double Hung N Tempered Glass ��,OF IV-vw )ro f ��{ ;�)° 2 TCLDH2650 Double Hung N ;- ( , �� M •p� ���♦ �J / �' � 3 TCLDH2650 � � `���•� Jp�- /o�`� �� qv �•m � Double Hung N 4 TCLDH3060 Double Hung-Combo :� / J / �� 5 FWGIO068-4 Sliding Door Y Slidin Unit-4 Panel = 0. 6 2 UNiTS-TCLDH3070/TDHP 5066 Double Hung-Combo Y �• g. \ 7 2 UNITS-TCLDH3060 Double Hung-Combo Y �• 8 TCLDH2650 Double Hung N ��O�E�S►� � 9 TCLDH2646 Double Hung N Tempered Glass 10 2 UNITS-TCLDH3060 Double Hung-Combo Y 2 UNITS-TCLDH3046 Double Hung-Combo N SNOW YARD .0,M'AC"L` nC,0¢. OVMO : 12 TCLDH3046 ' {Lrl-Ct° S11JrvL�' iJ0.�P_ Double Hung N . 13 2 UNITS-TCLDH3046 Double Hung-Combo N LL u 'KtiZ4 SV TVMT5 ri S 10CITED y d ca Specifications: 11""IMEMMEW] MM � I`o I . . All Windows are Anderson Low E-4 Glass&Vinyl Covered Wood Construction Sia�Ia l 1killiqliiin Van IN.111 m. S IES Sliding Door is Anderson Low E-4 Double Pane Glass&Vinyl Covered Wood Construction 1181�l�I Allo zliI n Enzoldit ft - � All Doors and Windows are Energy Star Certified ®I� . o R All Doors and Windows have 1.1-factor=<0.30 and SHGC=<0.4 LL -M r.,LL. ' own� n - NNW MIMMMUMM M4 3 Isom-1 oil MAiN FLOOR PLANonow M- - -- - - CC)PYr21cl-1r @ 20V ALAN MASCORD DES al 1 ASSOCIATES,W_ COL (SEE PLAN) j''°+ s` f SLOPE I/IFT MINA< 14'-3' -•-2----0--'-•,� Tt'-6' 1'-9' a -91 :F - P ~' 6Xb POOT W/ �6(TYP) r-�- r-I--1 r-I--i r +4i BARS Id , t CONT.T B _ WHERE FOO ING SUPPORTS 'J W ,: 12 STRUCTURE,DEPTH TO BE MIN IS'BELOW FM GRADE. 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( + / / \ // BATT MSUL (SEE GEN-NOTES) �, • / / ` r// p� %// 6X6 POST W/ / \ t PB66 (TYP) 55"ROLL FLOOR FINISH ROOFING s, CDX PLYWOOD SItBFLOOR � 11 2 X FLOOR JOISTS(SEE PLAN) BATT NSUL(SEE GEN.NOTES) CRAWLSPACE 6 ML THICK POLYET14YLM FILM IEOPE 2 X FULL WIDTH P.T.MUDSILL W/ / // " %1 0A.B.• 46'OC W/5(Mf'SON \� \\ Ls A•B '8P5�a-61 BRG IE OR AM*RVD <\ � EA.(MIN.OF 2 PR IE t W/IN 12' \ \\ 4'CONa SLAB W/ t=v"LA- 6 X 6 / SIF'E�SOF1 'JS' ' OF ANY GOFER) T `\ `\ 10/10 Willi"1.ON 4'GRRMUR FILL. �\ / x a JST WVZ �I - E TN E>R-5 0) 12'THICKE?J SLA$W/(2)M BARS / +4 CONT. ' Jon OR.s.C. 'A' 'B' 'C' \\ \\ AST GARAGE DOOR OPERMIS.Z COW.TED TO RO a 1'MIN. I STORY: Ytu EMBED .- +4 FDunToGvr6OI /; � "Alteration of this Document except 481 O.C.MAX ptZ Fl 3t]_ $~f1SYNFATi < ( / ALT MND � < CoRi2Ct�r I'DUIJD�TI4N by an Architect or Licensed Profies- n . ��n�i,J41.5Mj 1 \ S�itSDI�Q���U, 01`1 TY1�(G1�L sional Engineer, is illegal." 6. ` ` � \ Section 7209, Subdivision 2, e' �\ �\ FOD7IQ G - 31-o" U1,00 GR ASC /^ Cq \\ \\ { • N/ Y. State Education Law. ' ;k SEE W&az VENEER CONDITIONS of N p� c \\\ \\�\ 'b Architect and Engineer's Seal and I PPss' + MAtZ Yo�� 'P 4 CONT. A Signature only good for initial use of °~ q� 4' a PEIePOR4TED DRAIN TILE(TYP WHERE tQ'D) ` drawing. Changes alterations or re- \ \ / \ 'Q . ti visions to or reuse of drawings with- TYR WALL SECTION 41. \` \ out Architect or Engineer's Approval ��s ,� ""` 9� : / ' , R£V. 01/04/18 1J6SYPS01 ��, �\ /' `\ \\ ,. voids Seal and Signature on same. `� ?° SCALE 3 4 1 0 IroFESIslo P� \ _ / ZV4 MTOW LO LL U. TAG PAD 81ZE R>:It�ORGfl�'s AMAX 13R'G : T' rr Cn LO ; F24 24'44'42' f �a!' -t�.'�',C. N 3,4/ 0+ 4 COPY RCPT NOTICE Federal Co ''yr;ght Act. Title 17. U.S. Gene Digit?I Mi:lennium Copyright ActLU :a a 8'-6' License ' o ¢ Y - ' , n .. c z 717! ."..... C; I('I'%N! I-)Ft rF< I iii'1'1'111'O:;[.<Ia.t_. 'LE, Icy i'[;!. C11 _ [ i t ,.r fE?�`:ii'E ?•,,• �y .[-`::+E.''i t[t,?cls°I !i{ii'f'11r)I)L'(:1.1;, :(�[t l.',;+,t;E rk : � a JC��StD }fj;•a ;,,'I I „I?,�;[',i r;: (lE \?tt`;`�Lt l '?il ti r I'll[t .1I)% lti Sl'1 i[.:I.T F a+me FOUNDATION PLAN f MA SCALE : 114' * I'-0' ra COPYRC1-7 © 2017 ALAN MASCORD DESIGN ASSOCIATES, M.jry��" t`M1'" r . .�.w•,' ,qf r':,�'r4•e�ri�• 5 re- (FIELD YERFY) (FIELD VERIFY) 12 8 ;" 2X OVEF3 ft s M M- TYPICAL f! �� '� -'y �}- ate• SCI R TF,Iit-SES I _ _ -_. y 12 y` h 42r ,ACX, PLYWOOD T SSOFFITto ..-. 2 I9 .......... ........................._.........-..,............_....,,..__............,.........._.........................__....,....... ........_...,......................._._....,.................-..,.r,........... MFI7. 1=USSE � 1 MFD.Tt�lS.�S .,. (SEE PLANS) ` .......,.._._........ ..........._.............,.,........... ..... ......,i (SEE PLANS) ,f it ... I kt"ACX' i1 .� I � V" W PLYWOOD ( SOFFIT ! l ` a' �F �1� � � y tto VAULTED i �. as 2 ~� t N . CC, G!P�EAT FeM, FOYER DINING KITCHEN E '2i / I oi . I Z+rXA �S !NG MEMBERS / "3 3 3 r o (6=—FILANIS FOR SIZE 4—0-AC11%s) / t d riff FOR ALT P 4 B SYS,SM SPT.4 OR 414 PATIO PATIO FOR ALT SLAB SYS,SEE$WT.46 ti ��--•� +�` (VERIFY EXTENT) fL—3D - 'gi a ULY�TL 1 _ t 1NS POVOAZID�J - t --- ----- '- ' said 4 (SEE FDTN,PLAN) — ! ( TN AN) ( 1 r ; �, ;=a r t � � t �FD PL t -- t '� � PERI ft�E'Tr PG tZ STELL BE IRM F63TR36 t4IL Fes.. S ET—:L Iv ti� +�F00T1� � t -�� Ill's NYS DUDE9 77 57 CD _ t , FULL %nSE MF-tzT 1%-0 FU UL 3 ..E M,EtO3T I-O \A) MRGONG'tZ "�" FLUUtZ `'J t�N CAMC2ETZ FL100 `� .,3_ .l.. '.�.. E F U0.01FA T l D U U.'A 0111 6 SEE �::O tJQ.PM D N V WRW !t0 b ) ;I PROJECT MANAGER:EAS '-? DRAWN 10/02/17 DMR BUILDING SECTION BUILDING SECTION SCA.E : 114' . 1'.0' SCALE : 1/4' i'-0' "Alteration of this Document except OF NEW by an Architect or Licensed Profes- Architect and Engineer's Seal and 5`��5�, n�q 2 '0ENSY 1/ L °,, Y W Qinnal Lncrineer, is illegal." Signature only good for initial use of &IP WALLiFLPJCLG. IN5lIL `.4 drawing. Changes, alterations or re- �' �: �' 'ection 7209, Subdivision 2r � ,-.-. , .• .. F010ATIaa INWL. visions to or re-use of drawings with- ' O N. Y. State Education Law..j g ,' �-' I � (SEE SWMT 'G'FOR INSULATION VALUES) ,g out Architect or Engineer's Approval ^y ! y .. �-_. __ \. � W iL,..JY'�Yj"r..r�",�'. .sig::. 7 7S'�',:�Y.•.1 voids Seal and Signature on same. oFewolAll sFd � og a SA Z. (FIELD VERIFY) (FIELD VERIFY) (FIELD VER!FY) (FIELD VERIFY) (FIELD VERIFY) 9 1.{ ZX OVSR:RAMW-$ f m,-P,TYPICAL ; s ,s MD.rPa>ssE� I I 1 I f I II TE I I I I I I I I .Ti�S j (SEC PLANS) (SE PLANS SEE PL 3) (SEE PLANS) �. 12d; GIP.DER GIRDER tRDER GIRDED?. TRJSS TFi!155 ':. TRMS TRLW W ENOW LOAD MASS' POWDER DINING GFMAT MAACCE CLOSET . 2 � '7 1 LL LL ? I v CY 1 X FRAM WS MEMBERS (SEE PLANS FOR SIZE 4 SPACM) i 'I °' FOR ALT P Z B SYS,VEE SWT,4 OR 444 ' ,O PY I G � T I E FOR ALT SLAB SYS,SEE &4T.45Nil f ! 7. U.S. Code a €'' i Tright Act a T - Q Cr F, FU LL 'QaRSJ YUP A -T— S?L J--0010 Zy;-I C)Q Q V_"LZ IYU Ca (SEE FDTN,PLAN) t�t4Cd'l +s - o •c ` LU LL 1H}l�:'I:\,:I< ICFN' !'D! +f'II " .;:r'r BUILDING SECTION 1}',l.:�I ?r.0 SCALE : V4' . I'-0' ?t+Ci;t <,xt t..Ilt M , COPYRIGHT C@ 2017 ALAN MASCORD DESIGN ASSOCIATES. N 1 • Roof Area Approximate Spin LengLh FT Approx Height(FT) Type Notation A Varies W 15 7 Hip Custom Fit B 28- 7 Full - C Varies W 20 8 Scissor Custom Fit a e D Varies W 26 7 Full -- _ — E Varies t 22 1 7 Full Custom Fit F Varies to 24 7 Full Custom Fit �_4_________________--- _ ____-_______��_.f-�-1 -- -- - _ ' G 10-1 7 Full ------------------ --- ----�-------t_J---}}..}I I H 24 8 Full Garage I I Varies t 14 8 Full Garage ! I I I a L-____ ____JL___—_J___ Specifications: ® _ All Dimensions shown are for Reference and Estimating ONLY. j I I I 1 L 1---L W1 Truss Supplier esponsible for Providing Code Compliant Wood Frame Trusses 1 I I I I Truss Manufacturer to Verify All Dimensions in Field and Confirm Framing with Shop Drawings ---I---- -------- ---- _ ---- r-------m----•r----- -- _.., ...... ..:. _�..: ,.. ,... ' r- -r--- --tri---r------- - _ Trusses to be Constructed and Installed per NYS and IRC Codes for Residential Construction _______L-_______ _J_____ _ 1_441.- _____.�_____ �___________ P I ttt-- -I+F--- 1 . —� Trusses to be Assembled with Code Compliant Fasteners and Mechanical Connectors �I� I 1 1 I Irl':'• tl1 III 1 I . - + 1 1 I I I 1 Ill•.•, 111 I 111 - ' 1I 1 I � III U 1 I Ift'•'.•'• ill � j !II j 1 �a� tE �� , ' • , F•4 III 1 I III'.•,•'.•, ( I II(•'.•'•', , , 111 , ( �� ; o•i 3 I III I I II}'.•'•'.•; � I1 I I 111 , I •�� o°'�' { , III'.••' '•fll i I III , I Ilf.;•'. '' N�D.SCt TRIJSSE III I L___ 111 SOL M 1 { Ill 24' �G < a� P._..I+ __..... . r.}. .- _...... _. _.__.-.. . ._.. ...__ ....._.._._.....}}} ,::., t l l _ OCr'-� DESIGN NOTES 1 I I I I t I ---------1 1 �l� .I`.�~ I I l• ,,,.,., '.•I.It. III = 1R �a1 TWi5 ROOT=WAS BEEN DESIGNED TO SUPPORT CEDAR SNAKE ING MATERIALS AND 1 ( III I r-_-- COMP051TION ROOFING OF VARIOUS TYPES. THE TABLE BELOW SCRIBES N DETAIL I I 111 , I THE ASSUMPTIONS MADE IN TWE DESIGN OF THE ROOF STRUCTUZE OF TH16 BUILDING, I I III I I j t I I Ill: dll I I 1 :..,� f�,�' _ 11 ____ IIf•' •III , I I �f� ROOF I LOAD l5NOU1J 25.0 PSF 3.25 PSF AVEIWET) ( I � ' .'. I I , � ------I I 1 O 111' n I I ? • 1 I $� � ''f� $ MlVCr MATERIALS: 20 PSF l� III , I' N III'. :111 1 1 III �.� s aj �o 3325 PSF ACTUAL REQ'D I I III 1 I 1 I I I f. 1 I I C SPEATWIf•.l'a MATERIALS- 15 PSP I I 111 , 1 Ill '1I I111 , 1 a vi M15C.MATERIALS: 15 PSP 6,'15 PSP SAFETY FACTOR , I If1 / , 1 III' •,�l }�INi --I L--- J-1 III h�D.T18ISS):S 1 I s +� k R 0F1h*TYPE DRY/WET I I /� I III 1 t 1 Ill 1'.tlll II 24 or- -- CG it ' a } o _ K/ r I III j 1 I I �® 111 '. I.}ltl �Uv'1 I II �4 2 8� S �►- -- _ 1# 4 g y � _ a�4 L _�Il`_ �-______--"-_ J 1 � If t• � K h - GYPSUM MA lAL D 20 1'SFFORU•' C----ilr- =_`'--•---aLr -t 1 � � � _ VAULTED ARE RED IN SAFETY I"1 "D.TR188E8 111 t f '•• '.•. 111 - 1 .� COMPONTION 2 30 PSP FACTOR) 1 24'O•G. 111 O 111 III 12 , 1 $ 2X OVERFRAMMG { NOTE: Win,VALLEYS 4 RIDGES SHALL NOT BE LESS IN DEPTH COORD.V TRUSS THE END CUT OF THE RAFTERS!FIELD VERIFY ALL CONDITIONS) 1 I III 1-•i 111 N® MFR TI'PICAL. III• 1 I I j I go ` a <W '.•.i_`..L_L�i�•L:�J_i• �i�•w.•L Wit—•' rl FOMr- -+IHS C- --� r- --� --t1 'p 11 =---------- -- - - F -' .7 C--- _ LIC N r- I I III l t GIRDER7R113S •i• ;•' IT _ III , L----__j I ' IE 1"WC s3PA?� I I 111 , 1 I j Itl I t 4 X 4 WOO POST FROM RIDGE PER 1@@4 WPA IBL.RR-28 I , III I 1 I { I1{ I r': fi!r,• 1 III ' I . III , t 1 ( III 11 l•;.;' , llt 1111 I a LJ 1 (HIP OR VALLEY)TO WALL BELOW n F.Ln4@ III ( I (MIN,(2)2 X 4 REQ'D AT WALL 250 L 4 150 DL2 GEARrl ING POINT)NOTE: SPLICES IN 1 , t ( I , , I III t,•r l 1 1 SIZE S ACING, SPAN III _ _ 1,IP�i t VALLEYS CAN ONLY I I 111 L---- J t 1!I I I rr '.FIT. I - 1 N 1 'F I LOCATIONS 1! 1 OCCUR 'OST DOWN L -� 2X6 { III I S M F D 'O•G, ,,¢;Q,1 1 •t,l.' III :I•,j '1•'' 1 { fll ( I PROJECT MAN�Af3ER:EAS 1 O.C. 12.1 r• 111 !11• 111 1 1 a > t_ I. DRAWN / i. f•' I A N 10 02/17 DMR 4 I .00P VENTS (SEE HENT -; •- 1•' I � .,SQ. N.F SE 1 1 t r �ti.' :>z' •FIT• II o�c I Itl I I 1 9-1@ T I I 1 /50`>0 5R) ••'''•T• TABLE Fo>; QTY. 50� ouN r '111•' :a.. 1 nl II 2X4 t'URLfP1 WALL TO BM.OR WALL 2x8 I OG 11-8 1 I' tFr. II1 rt r: In 1 I f,. , { f. t•' llt• --- ---- ----- I O.C. 15-4 'Nl' III LI+F r -r- I AT 24 .GJ w BELOW.(PfiAMG , ., . ' .' ., tt r r1 _�-_.------- LL---L----A-------- 1'I, :Irl; nl - - 2 O.C. 12-6 1 ----� _________________________� - _GIRDER TRUSS I I SHADED AREA DENOTES ROOF 2Xt@ 'OC 21'•1" I I f•1''•: Nl '.:;'.:••; 1',;• I III I _� FRAMED OVER RAFTERS BELOW 1 O.C. I81-9� 1 ^#tf �^- `- •t,• 1 I x:1 ' 41� yT-. nI 1 _ 2X12 1 'O.C. 25'-1' /♦/ _ - - _` - --=`' '-.c -- ---------- Ii -___---- -- V �� -4---- --L•_ _ 1JL 1 I I DOUINSPOtlTS 1 'O.C. 21'-8' �// -----------�I- - -__�•��tri 1 I 1! ) s ( I 2 'O.G. rt'-9' i// `��// I ! "� - { 2X10 i 2 X 10 TR ISSEb 1 1 - - - - - - - ROOF MTS - . - - - - - -_ /i�/' •'s.. ��' OLS 10 f 1 24`OCG n� 24'OIC. ----- ----2 ,OC. ---r- ---_J I -ROOF-AREA t'ft)= 2824--' EAVE-BL cx ROOF VENTS rT--- - EAVE AREA ltn') ROOF AREA(in') 3-VENT 4- T 49 ___-- I II I 6@ 8133 40 ~ •5422 86 6 11 - 561 168.6 433 586.9 82 1 12 i i //♦/ 539 122.5 46.1 633,0 -n 5 13 50 6 i118 5@ 6118 12 14 !! 2X OV£RFIWING \ �\ COORM W/TRUSS ��\ MFR TYPICAL \ 47-14 s-i nNnsFVR 2;EE IRO,-RW6ATM MINIM 64 LL N TauE TOTAL EA MOCKING . tit�YI=NTILATMG AREA 81�IAt,1.NOT BE L.E86 TWAN V300 OF TWE AREA OF TWE SPACE VEMMLATED,FROMM AT LEAST 40%AND NOT MCS THAN W%OF TFE REQUIRED VEMILATNG e o a e e e o i/ ATMA 10 FROMED VTR)VW OF'ENW35 LOCATED � � � IN THE UFPER t�7n041 OF TWE SPACE TO BE \ \ \ VINTILATED AT LEAST 3 F'EE'T ABOVE TIE EAVE OR C4P�+VIC VEPftS VN TWE DAi.ANCE OF TWE �. MQJIRED VENTILATION FROMM BY SAVE OR 3-VENT BL 4-VENT BLOCK ♦\\\ -°>t P.�.;4,� •: W C71IN CE V'E IM 5. N CI.MATE ZONE 6,1,4 S,A CLASS (3)24 S (4)Z'4 4=6 �•>: • Q �p i��/ I OP 2 VAPOR RETARDER SHALL BE INSTALLED ON (°a431n° (06 in'EA) TPE U AFM-N-URNTER EIDE OF TWE Ca.,Cx \ ♦ \ C Y 1 Z \ NN �� s X`\`\ "Alteration of this Document except Architect and Engineer's Seal and * o�Ps 3'MA Licensed Profes- Signature only good for initial use of by an Architect or drawing. Changes, alterations or re- 6 ' . z i '� It Ro sional" Engineer, is illegal:' I Visions to or re-use of drawings with- Section 7209, Subdivision 2, out Architect or Engineer's Approval Fp ° 05709 �c� voids Seal and Signature on same. FEss}O '0Ro N. Y. State Education Law. \ i c� 25# SNOW LOAD ti Dt3. U. LUL v o v> ca " M QI In 1 CTf 4Y COPYRIGHT NOTICE ` Federal Copyright Act, Title 17. U.S. Cod( Digital Millennium CopyrightAct w License # o a J W LL C7 lei v Z THIS PLAN IS LICENSED FOR THE PURPOSES RELATED T )THE I CONSTRUCTION OF A SINGLE RESIDENCE.THIS LICENSE C NNOT BE TRANSFERRED-UNAUTHORIZED REPRODUCTION OR U 1GE OF THESE DOCUMENTS OR REMOVAL OF THIS NOTIFICATION S SUBJECT -----------___ ___ TO PROSECUTION W/ -ROOF PLAN 3 COPYRIGHT t'C 2017 ALAN MASCOM DESIGN \&,X C ATES, NC ` ,. ADJACENT PROPERTY WELL • (EXISTING) UHL LANE Q 1 a o S 8®8°57'41 E 89.42' W N PROPANE TANK , p ADJACENT PROPERTY WELL �1°335$ UNDERGROUND ,�,o°��; _20,_0. (EXISTING) in a 101-01 i I Site Data f`� SCTM# 1000-15-5-24.17 Lot 163 i_ ............................................ . .. .. .......................:..... ..... ..... _ Property Address :885 Plum Island Lane ...................................................... ......... .... .............. ... .... . . . . .. ....................I....................... :Orient, NY 11957 �[ ....... :..ZoningDistrictR-40•"............... ..............................................................................._............ ... .................................................................<.......... .. a ... ............._......... ..._......... ....R...e...q.. uired Proposed ........................ ...................... _....... WALKWAY : Lot Area (EXISTING SUB DIVISION) 42,601.14 42,601.14`: ....................:......................... ``'`''�•. ........................................................... 191.79 Lot Width 150.00: 176.22 to.. , • ,..• _ _ .• . . ... .. _.... ......................................... .QO f ..........:...-................................................ ....,.. ............. ......... ... . Lot e t : 210. ... ......... .. Front Yard ` 50.00 : 50.00 ............................................. .. ...... DRIVEWAY Side Yard (Corner): 50.00 ..........................................50.00 : ........:............. ............................................................................. .......................... ...................... ~I Side Yard : 15.00: 60.00 ; z :::,.:..:.::::.:........:..:.....................:...............: :<..:..::::.:.:::.:::: :..: :.::.::.,:;,:......:. o Combined Side Yards; 35.00: 110.00 : ..--- -- ............. ......... _. Ln : Rear Yard � 50.00 : 100.00 r ..................................................... ............. ti? Building Height; 35.00; 20.00 ........................I...................... ...............................................-.......I ......... Number of Stories: f : 2.50 1.00 ..... ................. ........ .... .....-_ • Proposed Building Areas LOT 164 � . . .. . - Main Residence 2,347.00 ... ... . . ..................................................................... . ....... .... ... : ._. :... ....................... .... (VACANT) Garage . 613.QD.:......... TOTAL : 2,960.00 ................... ......................... ........................ :............................................... ..... ............. ............... 08'--0' 1250 GAL. � ....... ..................................................... � ...... .............. ..................................... SEPTIC TANK W/ .. ... ................. ... - - Other Areas COVER SLAB . ....:..:.................:.................... . ...... .... .. ..... . Driveway: 2,002.00: ..............................................................................................................................:..:.::.....:.......................................... .......................................................... LECTRIC LINE .. ......... OVERHEAD Front Walk: 320.00: ....... ... ..... ... ... .._......................................................................................... .. ........................... ----_...-. .. f8'-0'x6'-0' DEEP TOTAL 2,320.00 ; LEACHING RINGS I LOT 163 � ............... .................... .......... .... ... ... .. .. ... ................................................................... ... ''� : Lot Coverage - Buildings - 20.00°0 : 6.9 % �i / S/ WATER MAIN Lot Coverage - Total for All Areas 20.00% 12.39% - D.B. UNDERGROUND Site :..........::......:.......................................... ... .. Information From Survey: -- ' r ----- - --- r .........'....... V o chuk Land Surveying , : ;June 25, 2020 ...................................................................................................................................;.................................................. .... ............ .... OVERFLOW- i EXPANSION "Alteration or this, r^ mert except ISSUE/REVISION DATE EXISTING WELL CD - by an Arc;litcct or Licensed Profes- ' sionaf Emj-,leer, is if!e af:' 1 ISSUED FOR(PERMIT 9, , SG division 2, vection 72 �... _ N =214Q11xW/L N. Y. State Education Law. , 210.00' �` — i C) C) 3 • I i / L ❑ T 174 20'-Or 4] ADJACENT PROPERTY WELL 1 DRAWN BY:AJS s (EXISTING) C .J. MA►�ZAFERRO, P.E. s w a .:tic �j PROFESSIONAL ENGINEER 02.22.21 NOTE : r, �''' ��'� ��' P.O. BOX 57, GREENPORT NY, 11944 w SCALE:1"=30' _ CITW S- CONVENTIONAL PER S C D O H ` ,a4 ,o� 5 516.457.5596 EMAIL maz lin®msn.cam FOR LAYOUT AND ADJACENT PROPERTY WELL << STANDARDS j� _ �-n• �_ (EXISTING) ? a�`'o°'�' �,� SITE PLAN SHEET NO: PRECAST CONCRETE COMPONENTS �—�0 � �� ROFESSIa�P � 885 PLUM ISLAND LANE , P1 ORIENT, NY 11957 — L uu= NERAL NOTES 1' CONSTRUCTION UCTION NOTES WIND FRAMING NOTES ABBREVIATIONS CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD i INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN 1 RIDGE-TO-RAFTER ASSEMBLY: ADJ ADJACENT MIN. MINIMUM FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT INT AND FRAMING DETAILS.,THEY ARE INTENDED AS A CONSTRUCTION AID, NOT AS A SUBSTITUTE 1-1/4"X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO ALUM. ALUMINUM MR MOISTURE RESISTANT HAZARDS APPp. APPROVED MW MILLWORK LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED [GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK TABLE 3.4.WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 10d COMMON 11 BUILDING CODES.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED BRO. BOARD NIC NOT IN CONTRACT 201PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11° NONE - �TRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, NUMBER OF NAILS IN THE STRAP. BRK. BRICK OC ON CENTER TO HEAVY MODERATE !! I:GTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. 2. RAFTER-TO-WALL ASSEMBLY: BOT. BOTTOM OS OUTSWING ' CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2018 IRC AND 2020 NYS SUPPLEMENTS. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP PLATE CL CENTERLINE OPG OPENING 1{ ENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND CONSTRUCTION SHALL BE IN ACCORDANCE TO TABLE 3.3.WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH CLG CEILING PL PLATE { PLAN CONTENTS it T5 CURRENT FEDERAL,STATE,COUNTY AND LOCAL CODES,ORDINANCES AND REGULATIONS,ETC. STUDS BELOW,RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE COL COLUMN PLUMB. PLUMBING 1. =.SE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS[FOR THIS BUILDING AND WALL TOP PLATE SHALL BEATTACHEDTO THE WALL STUD WITH UPLIFT CONNECTIONS.ROOF CONC. CONCRETE PLYWO. PLYWOOD �i °Js_D BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT CONT CONTINUOUS PT. PRESSURE TREATED OCCUPANCY CLASSIFICATION RESIDENTIAL !F N'SIOh,S SHALL TAKE PRECEDENT OVER SCALED DRAWINGS.(DO NOT SCALE DRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. CT. CERAMIC TILE PNT. PAINTED - DEMO. DEMOLISH PVC POLYVINYL CHLORIDE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO 3. WALL- ASSEMBLY: BUILDING HEIGHT 119.00'ABOVE AVERAGE GRADE '•,,"ON'SIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS,NOR RESPONSIBILITY FOR WALL-STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT DIA. DIAMETER RPC. REFLECTED CEIL PLAN ..STT,'UGTlON MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY CONNECTIONS IN ACCORDANCE WITH TABLE 3.3b.WHEN WALL STUDS ABOVE DO NOT FALL IN LINE DR. DOOR REQ. REQUIRED --- >PARAT'ONS AND PROGRAMS IN CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES FOR WITH STUDS BELOW,THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR DWG. DRAWING RM. ROOM DESIGN CRITERIA CODE:2020 IRC,NYS UNIFORM SUPPLEMENT !i �'r"CIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. EA. EACH R.O. ROUGH OPENING EIS TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 4. WALL ASSEMBLY TO FOUNDATION: ELEC. ELECTRICAL SIM. SIMILAR �. ELEV. ELEVATION SPEC. SPECIFIED FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS FIRST WALL STUDS SHALL BE CONNECTEDTO THE FOUNDATION,SILL PLATE,OR(BOTTOM PLATE : CEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. WITH UPLIFT CONNECTORS.STEEL.STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN EQ. EQUAL STL. STEEL "ENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS CONCRETE FOUNDATION AND SLAB-0N-GRADE, 15 INCHES IN MASONRY BLOCK FOUNDATIONS,OR EXIST. EXISTING T&0 TONGUE AND GROVE DESIGN LOAD CALCULATIONS EXT.BALCONIES 60 1KCASES,SHELVING, PANTRY, CLOSETS, TRIMS,ETC. LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b.WHEN STEEL STRAPS EXT. EXTERIOR TEL TELEPHONE (LIVE LOADS PSF) DECKS 40 I !:D LOAD REQUIREMENTS SHALL BE TAKEN INTOACCOUNT DURING CONSTRUCTION. ARE LAPPED UNDER THE BOTTOM PLATE,3 INCH SQUARE WASHERS SHALL BE USED WITH THE F.A. FIRE PLACE TBD TO BE DETERMINED ATTICS W/O STORAGE 10 ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE F.R. FRENCH TO. TOP OF ATTICS W/STORAGE 20 3.2a. IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 612 INCHES FROM GALV. GALVANIZED TYP. TYPICAL ROOF(GROUND SNOW LOAD) PER NYS 301.6 F O i SII DAT I 0 N N C�T ES THE END OF A SILL PLATE AND ALL CORNERS. GWB GYPSUM WALL BOARD LINO UNLESS NOTED OTHERWISE ROOMS(OTHER THAN SLEEPING) 40 l; 5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: HVAC HEATING,VENTING& VIF VERIFY IN FIELD ROOMS(SLEEPING) 30 ! : AIR CONDITIONING W/ WITH STAIRS 40 Ia TYPE 1 EXTERIOR SHEAR WALLS WITH A MINIMUM OF ss INCH WOOD STRUCTURAL PANEL ON THE INSUL INSULATION W0. WOOD GUARDRAILS(ANY DIRECTION) 200 GENERAL CONTRACTOR AND MASON TO REVIEW PLANS,ELEVATIONS,DETAILS AND NOTES TO EXTERIOR ATTACHED WITH 8d COMMON NAILS AT 6"O.C.A THE PANEL EDGES AND 12 O.C.IN THE INT. INTERIOR WP WATERPROOF i' r-HIMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE. FIELD,AND j INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT IS INSWING XPS EXTRUDED POLYSTYRENE EXPOSURE CATEGORY DESIGN FOR'CAT.C FOOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL. 7"O.C. PANEL EDGES AND 10"O.C.IN THE FIELD SHALL BE IN ACCORDANCE WITH THE LENGTH LEIS POUNDS i; < ,DE j" EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR REQUIREMENTS SPECIFIED IN TABLE 3.15a-b. MAX. MAXIMUM �i ,ONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 6. TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: M0. MASONRY OPENING LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE TYPE 11 EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE (ROOF-FOUNDATION) AND GENERAL NOTES i ALLED WITH #5 RE-BAR, 113" LONG.AT 12"O.C.USE APPROVED EPDXY FOR INSTALLATION. APPROPRIATE LENGTH ADJUSTMENT FACTORS IN'TABLE 3.16. II ESS OTHERWISE NOTED,ALL SLABS ON GRADETO BE 4000 PSI.CONCRETE TO BE POURED ON 4" 7. INTERIOR SHEARWALL CONNECTIONS: NAILING SCHEDULE SEE GENERAL NOTE PAGE 'K SAND OR GRAVEL FILL WITH 6x6 WIRE MESH REINFORCING. INTERIOR SLABS•TO BE MINIMUM 4" ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE li :,':It.ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS(LAYERS). INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE I+ ,V)L SPACES TO BE PROVIDED WITH A MINIMUM 18"x24"ACCESS OPENING.INSTALL ONE 8x16 ACCORDANCE WITH 2.4.4.2 AND 2.2.4 RESPECTIVELY, IRON FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREA. S. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: II I, mI'RO0F EXTFIaIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED 13Y CURRENT N.Y.S. HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 73 AND NYS.CARBON •I1.7ENTIAL CONSTRUCTION CODE.A 6-MIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE ACCORDANCE WITH TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE (SMOKE&CO2 DETECTORS) MONOXIDE ALARMS TO COMPLY WITH NYS. ;?5,'ti GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING. WITH'TABLE 3.5. MAGE AS REQUIRED BY CURRENT N.Y.S.RESIDENTIAL CONSTRUCTION CODE. 9. CATHEDRAL CEILING ASSEMBLY: ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CODE OF NYS.(ADOPTED 2018IECCj/ " PRESCRIPTICE DESIGN PER IECC SECTION R402 WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE i t ~- NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS TO THE FRAMING NOTES RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS. FRAMING AND FASTENER INFORMATION - It FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND -' ?§T ION WOOD FRAMING CONSTRUCTION MANUAL MARK LOCATION SIMPSON TIE# INSTALL NOTES SS OTHCRW ISE NOTED,al.L FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2+(BTR. DECK COVERED PORCH NOTES !I :(,,LAS FIR. i 1 ROOF RIDGE LSTA/15 EVERY RAFT 20 GA-1 "X 15 ROOF VENT-NWROOF n vra-I RVRW n V�yr:1HRM VF ,QRS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT.16"O.C.UNLESS OTHER WISE NOTED. I I 'I { 11-ESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2x10#2+BTR.DOUG.FIR. 1. UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. i F?(NG WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL ALL FASTENERS,HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL 2 RAFTER/WALL ILSTA/16 EVERY RAFT 12 GA-1*"x 16 !I .KINGS. LVL HEADERS TO HAVE(3)JACK STUDS AND(2) FULL LENGTH STUDS ON EACH SIDE OF 2. GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS.GIRDERS ON NiNGS. BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOWSILL PLATES FOR 2x4 WALL CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO 3 WALL/WALL LSTA/21 EVERY STUD 20 GA-1 j"x 21 fr'JTCHEN BATH2 BATH3 j ::N INGS BETWEEN 4'-1"AND 6'-0"AND 2X6 WALL OPENINGS BETWEEN&-11"AND 8'-9".PROVIDEBATH1 L CONCRETE WITH A MINIMUM I INCH DIA X 7"LONG ANCHOR BOLTS AND WASHERS AND NUTS. --- AONDRY li STOP AND BLOCKING WHERE APPLICABLE. 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12x12x12 THICK CONCRETE FOOTING.USE 2"v 2^V 2^v F LUSH BEANIS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND 4 WALL/BASE PL RSP4-9+M EVERY STUD 2p GA-2 "x 4 --:HORS WHERE APPLICABLE ALL CONNECTING JOISTS. A MINIMUM�DIA x 8 LONG ANCHOR BOLT WITH WASHERS AND NUTS. FOOTINGS SHALL BE 3 FT. BELOW GRADE.PORCHES WITH COVERED ROOFS SHALL HAVE 12 DIA CONCRETE PIERS FOR THE 6LE UP FLOOR JOISTS UNDER WALLS THAT RUN PA THE FLOOR JOINTS AND UNDER 5 BASE PL/FOUND It"21 DJ .112V 1112V 11/2V 11/2V 1112V 1.112V GIRDERS. a ANCHORS 4'-0"O.C. ADD AS NEEDED 1,1,%2v 11/2V s�2V HTUBS. FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD 4. DECK JOISTS TO HAVE BLOCKING AT W-0"O.C. I� PACITY UNLESS NOTED ON PLANS. 5. A MINIMUM OF.10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER. - ALL TIES TO BE SIMPSON STRONG TIES OR EQUIVALENT IAV NIDE(2) 1-3/4"THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL LEDGER TO BE FASTENED TO BUILDING WITH j INCH DIA.BOLTS WITH WASHER AND NUTS WHERE - ALL FRAMING TO BE FASTENED IN CONFORMANCE WITH: IAV [AV IAV ')/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). NEEDED. IRC CODE-201�s L,OAd W.G �ygsy Q w.G W,G ).�fVIERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE 6. CONCRETE PIERS SHALL BE A MINIMUM 6"ABOVE GRADE. TABLE R602.3(1)-GENERAL I sNwR - � tt(�rr w t/2' L Une I; C.�?E APPLICABLE UNLESS OTHERWISE NOTED. 7. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS. EACH JOIST SHALL ALSO BE TABLE R602.3(3)-SHEATHING 1ST I-ZOOR_ - .7STfL0i R 1 :'..NIDE BLOCKI NG/BRIDGING IN FLOOR JOISTS AT 8'-0"O.C..USE SOLID BLOCKING IN FLOOR JOISTS ANCHORED TO GIRDERS}. TABLE R802.5(9)-FRAMING-ROOF r r 2 r 2• r r r r 2. is :i SER ALL BEARING WALLS. 8. COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICALF r )'�I DE INSULATION BAFFLES AT SAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT BLOCKING AS BUILDING. PER SPEC 1609.1.1-2015 IRC+NYS 2017 SUPPLEMENTAL DESIGN- ' I co I ED. WIND SPEED IS•130 MPH 4' 4" 4• 4' ' ESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM J"THICK,4 PLY FIR COX TO APPROVED SANITARY i' I•?TOR SHEATHING GRADE PLYWOOD. PLYWOOD'TO COVER OVER PLATES AND HEADERS. PLUMBING NOTES DISPOSAL SYSTEM I; ESS OTHERWISE NOTED USE j"THICK T&G PTs FIR OR ADVANTECH PLYWOOD SUBFLOOR NAILING SCHEDULE PER 2020 RESIDENTIAL CODE it IER'ED WITH P1.400 ADHESIVE AND SCREWED TO FLOOR JOISTS.FINISHED FLOOR TO BE INSTALLED 1, R SUBFLOOR AS PER MANUFACTURES INSTRUCTIONS. 1. ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL !j UATHROOM WALLS TO HAVE J"THICK MOISTURE-RESISTANT SHEETROCK.GARAGE WALLS AND CONSTRUCTION CODE. �_i PIGS AND OVER FURNACE TO HAVE J"THICK TYPE-X SHEETROCK.ALL OTHER PARTS OF BUILDING 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL LAVE REGULAR SHEETROCK.ALL WALLS TO BE TAPED AND FINISHED. 3. IF WALL STUDS, PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED �! �, 1 RISER DIAGRAM �i WORK,PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE.VERIFY ------- ROOF WITH A PITCH LESS THAN 4:12 SHALL BE INSTALLED WITH AN ICE&'WATER BARRIER OR WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM HOLE SIZE AND scuErr+s (; ° !POVED EQUAL. FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM SPACING PERMITTED. I; CH DOWN TYPE MATERIAL OVER. 51L PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.SILL PLATESTO I; NSTALLED WITH A FOAM SILL GASKET AND COP-R=TEX TERMITE SHIELD OR APPROVED EQUAL. HVAC NOTES r I t' LE `T I CA L" NOTES „,��, ,. 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS --�_-- -� 2. (HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE CODES L ELEC'I RICAL TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE. EQUIPMENT SUPPLIER. NAIL SPACING AT NAIL SPACING AT INTERMEDIATE " l ELECTRICAL WORK SHALL BE APPROVED'BY A QUALIFIED UNDERWRITER. SHEATHING LOCATION C 3. !HVAC SUBCONTRACTOR TO PROVIDE FINAL-SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE PANEL EDGES SUPPORTS IN THE PANEL FIELD .1. ELECTRICAL WORK TO COMPLY WITH 2O1*NEC. GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL 4'PERIMETER TtaLL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION 13d COMMON @ 6 O.C. 8d COMMON @ 6„O.C. THE CONTROLLING-CODE FOR THIS PROJECT IS: 2020 CODES OF THE .1 AND R315 OF IRC. EDGE ZONE STATE OF NEW YORK, ADOPTING IRC 2018 WITH AMENDMENTS ------- c INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. INCLUDING: ENERGY NOTES SOIL NOTES GABLE ENDWALL RAKE I 8d COMMON @ 4" CONSERVATION, AND APPLICABLE SECTION FOR THE TOWN OF # ISSUE/REVISION DATE bNSERV O.C. 8d COMMON @ 4"O.C. AND RAKE TRUSS RESIDENTIAL, PLUMBING, MECHANICAL, FIRE, ENERGY ilS.DESIGN COMPLIES WITH THE NYC AND IRC ENERGY CODE AS A PRESCRIPTIVE:DESIGN. 1. NEW FILLTO BE CLEAN OF ORGANIC MATERIAL,CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS WALL SHEATHING REQUIREMENTS FOR WIND LOADS CONSERV CODE. I :.E DESIGN CONSTRUCTION.SHALL COMPLY WITH SECTION R402 OF THE 2018 IRC. PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 2. COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 AND.ASTM -- 1 ISSUED FOR PERMIT 12.30.21 I`= - D 1557).COMPACT THE SOIL AT 1.2"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A SHEATHING LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE j PROFESSIONAL AGENCY FOR COMPACTION. PANEL EDGES SUPPORTS IN THE PANEL FIELD `1 E LOCKING NOTES _ -- !' 3. DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLOOR,IS COMPLETE. 4'EDGE ZONE 8d COMMON @ 6"O.C. Bd COMMON @ 12"O.C. II CYING REQUII.cD-BY CURRENT NYS RESIDENTIAL CODE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. CKING SHALL BE PROVIDE[?TO CUTOFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND OTHER NOTES I' iTAL)AND TO FORMAN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN ATOP I; ND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION 1 1-OWING LOCATIONS. 1. PROVIDE "TYPE X SHEETROCK FIRE STOPPING AT 30'-0"MAXIMUM DISTANCES IFOR NON CONCEALED:SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES,AT THE ACCESSIBLE AREAS. ILING AND FLOOR LEVELS. CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE 2. USE SIMPSON HANGERS AND ANCHORS WITH;Z MAX TRIPLE PROTECTIVE COATING FOR CONTACT N.J. MAZZAFERRO, P.i DRAWN BY:AJS ?EBLOCKED AT INTERVALS NOT EXCEEDING.10 FEET.BAITS OR BLANKETS OF MINERAL OR WITH ACQ• OF NEty •.,,..,SSS FIFER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL 3. INSTALL 1-0O2 DETECTOR IN ADDITION TO SMOKEALARMS PER FLOOR. �P y Plt.'S OF STUDS OR STAGGERED STUDS. 4. WHEN USING D-SERIES AND G-DRAWINGS THE MOST CONSERVATIVE DETAIL SHALL APPLY TO THIS ( e �-5 J.Mq,? 0'�,f PROFESSIONAL ENGINEER 02.0.21 it i; ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS PROJECT P.O. BOX 57, GREENPORT NY, 1 .944 li - ,CUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS v �►i .�� �` !' CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. o� z �.��'�t � � 516.457.5596 EMAIL:maZ_iin@msn.c( -n SCALE:NO SCALE It "CLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S.RESIDENTIAL CODE. � t� �, THE OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST 2��0 �tio �5�p,9 � GENERAL NOTES SHEET NO: :E FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. R THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. AR0FessloNP�'� PROPOSED RESIDENCE 885 PLUM ISLAND ROAD D ORIENT, NY 11957 A.rSIDENTIAL cODE. I�. DIST: 1000 SECT:15 BLOCK:5 LO ,24.17 Rogow we"WOMM72mr4m M! �— SUBFLOOR 2ND FLOOR WALL JOIST STEEL BEAM SUBFLOOR J-- WOOD JOISTS 4"DIA MAXIMUM �,i-- 2x6/2x8 CONTINUOUS WOOD PLATE BOLTED TO STEEL BEAM 1ST FLOOR WALL �— SUBFLOOR WITH J1 DIA.BOLTS C`48"O.C.STAG JOIST 4"x+'x 8"STEEL TOP AND BOTTOM PLATE STEEL BEAM WITH J1 x 6"ANCHOR BOLT"GROUT 'd STRAPPING TO BE ATTACHED TO WALL STUDS @ 48" OC AND ALL WINDOW/DOOR OPENING JACK STUDS PLATE(BOLTED TO BEAM) 3"STEEL COLUMN(10 KIPS) 4 cn FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION 4"-SO LSTA36 1-1/4"x36"18ga.STRAP INSTALL 4'0"O.C.AND JACK NOTCH JOIST AND ADJUST HEIGHT(WITH A STUDS ON ALL OPENINGS NAILING PLATE IF NEEDED TO BE APROX. ' ' ) � TYPICAL BEAM DETAIL 8"-3.6" LSTA48 1-1/4"x48"16ga.STRAP INSTALL 4'0"O.C.AND JACK OR HIGHER THAN STEEL BEAM TO ALLOW STEEL/BOTTOM BEARING STUDS ON ALL OPENINGS FOR SHRINKAGE(PROVIDE STRAPPING TO STAIR RAILING KEEP JOISTS ALIGNED) KING STUD ENDWALL CRIPPLE STUD 4"DIA MAXIMUM SIDEWALL JWOOD JOIST —— HEADER FLOOR USP NUMBER DESCRIPTION APPLICATION GIRDER/HEADER JACK STUDS z IST ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS 4 TO FOUNDATION W/ANCHOR BOLTS cis 2ND ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS SPLICED JOISTS OVER HEADER/GIRDER ON BOTH BOT.PLATE OF 2ND FLOOR LOCATION USP NUMBER DESCRIPTION APPLICATION AND TOP PLATES OF 1ST FL CONNECT JOIST TO RT10 TYDOWN CONNECTTO THROUGH THE FLOORS TO EACH OTHER GIRDER/HEADER ANCHOR EA.JOIST LOCATION USP NUMBER DESCRIPTION APPLICATION W/THREADED ROD. GUARD RAILING ALL OPENINGS LSTA12 1-1/4"x12"20GA.STRAP APPLY TO EACH JACK STUD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD WALL STUD METAL STRAP ARM BOARD DBL.SILL PLATE TERMITE ;�' �` • ' SILL PLATE(S) SHIELD SILL GASKET '• � ��' � ? "w4b E I rm Apmpk N FOUNDATION • ' •' • +., •• : ' �'' "� ;r a', t ,•• •• :' 4 •ANCHOR BOLT EMBEDMENT: WHEN US sAl" pmoh®. •''� .+;a«,• y POURED CONCRETE:7" .• . • BLOCK WALL:15" WOOD JOIST ' .•. • STRAPPING TO BE ATTACHED TO WALL STUDS @ 48" USE WITH 3x3 SQUARE WASHERS BLOCKING E Nrl T1,411IN; OC AND ALL WINDOW/DOOR OPENING JACK STUDS (USP LBPS58) y Sp" TH FLOOR JOUST DEPTH USP NUMBER DESCRIPTION APPLICATION FOUNDATION pIA ANCHOR BOLT WOOD GIRDERIV,VE Dt"7AIL 0m` H C N E"R"VA I *--W " TRAP NTA " JACK ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING I LL 4 8 LSTA24 1-1,/4 x24 20ga S INSTALL LL 4 0 Q.C.AND J C STUDS ON ALL OPENINGS SILL PLATE TO FOUNDATION 1 STORY 8"-14" LSTA30 1-1/4"x30"18ga.STRAP INSTALL 4'O"O.C.AND JACK (CRAWL SPACE OR FND) 72"OC T e SILL PLATE TO FOUNDATION 2 STORY PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPACED /A LY 0 I%Sk w F"' R 1 ug"'J 1 E"I C%0 STUDS ON ALL OPENINGS (CRAWL SPACE OR FND) 36"OC AND OVER OVER BEARING WALLS AND HEADERS. J.4-1-1611 L.STA36 i-1/4"x36"18ga.STRAP INSTALL 4'0"O.C.AND JACK WALL BOTTOM PLATE TO 1-2 STORY „ STUDS ON ALL OPENINGS FND.(SLAB ON GRADE) 57 OC 0 ISSUE/REVISION DATE 1 ISSUED FOR PERMIT 02.22.21 CONC.SLAB "Alteration of this Docomcnt except 6 MIL.POLY by ra.?l Architect cr Lic encEcd PmfeS- GRANULAR FILL sionai l;n-�mear, is i!iel'a'." 7209, C";10i' y:Sectic: TYP'.CONIC. FND.DAMPPROOF STEEL COLUMN r N. Y. State Education Law. EXTERIOR EMIL POLY ON EXT. �, CONIC.SLAB • ¢'„�x,`�f`'„ .',:�'�.'. . �• WOOD JOIST t COMPACT FILL ' KEYWAY FOOTING. GIRDER/HEADER � :, ''�'•� ' CONIC.FOOTING. I'',�:'r � f' 4 �"'•• • "�-• .t • .�-'�•'Ia:ti WOOD JOIST i�•• REINFORCING BAR DRAIN TILE MIN.3”STEEL COLUMN ANCHORED TO ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE N.J. MAZZAFERRO, P.E. DRAWN BY:ZEN 24"x24"x12"CONIC.FOOTING SUPPORTED WITH THE PROPER STEEL CONNECTOR.IF ABLE, of !u� SET FIR JOISTS APROX.4?HIGHER THAN LVL HEADERS TO ��� ✓J-,-�� PROFESSIONAL ENGINEER 02.18.21 TYPICAL CONC.FOUNDATION APPLY PILASTERS ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS. S 5.h7q 2�f� WHERE NEEDED FOR STRUCTURAL BRACING. p- R, P.O. BOX 57 GREENPORT NY 11944 SCALE.,NO SCALE y� ,• a 516.457.5596 EMAIL:maz lin(Tmsn.Com S5 DETAILS SHEET NO: PROF o T PROPOSED RESIDENCE Aft esslo 885 PLUM ISLAND ROAD ORIENT, NY 11957 DIST: 1000 SECT:15 BLOCK:5 LOT:24.17 NOTE: RAFTER W H E N U E"i' l N ri S E R" I Ev'0'3"' NEOPRENE GASKET TOP PLATE ROOF JACK % WALL STUD LL C00"' N S E R'avw AT I V E D' E""A I Lzp m A 3 ROOFING LAPS FLASHING APPLY TO THIS PROJECT AT SIDES AND TOP FLASHING LAPS ROOFING AT BOTTOM LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT TO EACH RAFTER TO PLATE ROOF JACKS&VENTS DETAIL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STUD RIDGE CAP OF SAME RAFTER MATERIAL AS ROOFING NAILED TO SHEATHING TOP PLATE THROUGH VENT 00 WALL STUD P844 POST ANCHOR AFTERS 00 CONC.SLAB(AS REQ.) Ak '"• ' �• PRE-MANUFACTURED KEEP SHEATHING .v• ..�• + , DECK PIER PER PLAN RIDGE VENT FOLDS MIN.1-7,/2"FROM LOCATION USP NUMBER DESCRIPTION APPLICATION OVER RIDGE TO PEAK TO ALLOW z 4"-6" RT10 10-3/4'x 18ga CONNECT TO EACH RAFTER ..� , 8"DIA. .•� V CONFORM TO SLOPE FREE AIR PASSAGE TYDOWN ANCHOR 4 •!:, • CONC. OF ROOF PIER �i`. 6"-12" RT20 21-1/8"x 20ga CONNECT TO EACH RAFTER s TYDOWN ANCHOR f f 4' 0 O O 0 O O FASTENER TYPE: SPACING: THROUGH-ROOF EXHAUST VENTS No.8 WOOD-SCREW BASED 16"O.C. O O O O 0 � SELECTED AND LOCATED BY CONTRACTOR ANCHOR WITH 21N. VENTILATION CHANNEL AS REQ. EMBEDMENT LENGTH 14 RAFTERS MAINTAIN VENTILATION No.10 WOODSCREWS BASED 16"O.C. BLOCKING ANCHOR WITH 21N. EMBEDMENT LENGTH O O O O O 2x4 LEDGER LED ' ... 2x4 SOFFIT JOIST O 'DIA LAGSCREW BASED 16"O.C. FASCIA RAFTER ANCHOR WITH 21N. GUTTER CONTIN.SCREENED VENT EMBEDMENT LENGTH. CONTIN.SOFFIT O O 00 O O ATTIC SHALL BE PROVIDED WITH A /EXT.PLYWOOD AREAMIN.NET FREE VENTILATING AREA RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION 0 2x4 DF#2 STUDS OFT LESS THAN THETHE SPACE VENTILATED.EDr THE AALLA ROOF VENTILATION/SOFFITED g . �"APA RATED SHEATHING EAVE DETAIL 2x6-2x8 LS26 18 a SLOPE HANGER APPLY TO EACH RAFTER/LEDGER GRADE PLYWOOD OPENINGS SHALL BE COVERED (ALTERNATIVE:"O.S.B.) WITH CORROSION-RESISTANT 2x10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER f'APA PLYWOOD SHEATHING O O O O METAL MESH OPENINGS OF j"IN DIMENSION. O WINDOWSILL O O 00 O O FASTENER TYPE: SPACING: # ISSUE/REVISION DATE No.8 WOOD-SCREW BASED 8"O.C. ANCHOR WITH 21N. 1 ISSUED FOR PERMIT 02,22.21 T . W / EMBEDMENT LENGTH O O O O1 1 O INDO_—- ---- f No.10 WOOD-SCREWS BASED 8"O.C. _M r, = - ANCHOR WITH 21N. e'a R,.� �s.� ,.-. .• ��� 3�,. ,. ? . .w , .._. PANEL SPAN EQUAL OR SMALLER THAN 4 FEET EMBEDMENT LENGTHO r y u,i i 10 DIA LAGSCREW BASED 16"O.C. O O O T.� r Cr, •' s 1 41t i'lrs' ANCHOR WITH 21N. a_ I f e. EMBEDMENT LENGTH. MULTIPLE PLYWOOD RAFTER ASSEMBLIES(2)2x4 DF#2 STUDS CONNECTED TOGETHER RIDGE WITH STAINLESS STEEL OR GALVANIZED BOLTS W/WASHERS AND NUTS @ 2'-0"O.C. N.J. MAZZAFERRO, P.E. DRAWN BY:ZEN Wil"40-BORNE FOR STRUCTURALPAPMEL G������ � PROFESSIONAL ENGINEER 02..21 LOCATION USP NUMBER DESCRIPTION APPLICATION """�" , ��' AS PER SEC.1609.1.2,2015 IBC&NYS 2017 SUPPLEMENT:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) �'� '� P.U. BOX 57, GREENPORT NY, 11944 FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A ROOF LSTA24 1.1/4"x24"20GA.STRAP APPLY OVER RIDGE TO EACH RAFTER c` ^� WINDBORNE DEBRIS PROTECTIONA *^ ,� h, SCALE:NO SCALE 616.457.5596 EMAIL:maz_iinCmsn.com MINIMUM THICKNESS OF AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION INONE AND TWO STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO RISER DIAGRAM & DETAILS SHEET NO: N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR "� SECTION 1609.1.4,1609.6.5 AND TABLE 16091.4.OF ) - RE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.ALL PANELS MUST BE CUT TO SIZE y DESIGN-PRESSURE. �• �� -..•'f'-•" AND READYTO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.HARDWARE ` '',. �r�a` PROPOSED RESIDENCE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. F 4 8$5 PLUM NY 119 ROAD rM ^^ -'�::_<`�� ` ,..-'•�� ORIENT, NY 11957 fm3 DIST: 1000 SECT:16 BLOCK:5 LOT-.24.i7