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HomeMy WebLinkAbout44605-Z �p�suf al Town of Southold 9/2/2021 a P.O.Box 1179 o - v' z 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42312 Date: 9/2/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 255 Sixth St,Laurel SCTM#: 473889 Sec/Block/Lot: 126.-7-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/6/2020 pursuant to which Building Permit No. 44605 dated 1/22/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with finished basement, covered front entry and rear landings as 4pplied for. The certificate is issued to Kraebel Ahlers,Karen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0112 6/17/2021 ELECTRICAL CERTIFICATE NO. 44605 12/1/2020 PLUMBERS CERTIFICATION DATED 3/8/2021 Al n inizio th z gnature �a�su FFQI�,� TOWN OF SOUTHOLD BUILDING DEPARTMENT y� TOWN CLERK'S OFFICE co "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#: 44605 Date: 1/22/2020 Permission is hereby granted to: Kraebel Ahlers, Karen 255 6th St Laurel, NY 11948 To: demolish an existing single family dwelling and construct a new single family dwelling as applied for per SCHD approval At premises located at: 255 Sixth St, Laurel SCTM # 473889 Sec/Block/Lot# 126.-7-2 Pursuant to application dated 1/6/2020 and approved by the Building Inspector. To expire on 7/23/2021. Fees: DEMOLITION $358.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,121.60 CO-NEW DWELLING $50.00 Tot 1: $1,529.60 CBuilding In o�oS Ffo TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44356 Date: 10/30/2019 Permission is hereby granted to: Kraebel Ahlers, Karen 255 6th St Laurel, NY 11948 To: 200A underground electrical service reconnect. At premises located at: ry,, ID 255 Sixth St., Laurel lJ q 6®!S� SCTM # 473889 Sec/Block/Lot# 126.-7-2 Pursuant to application dated 10/30/2019 and approved by the Building Inspector. To expire on 4/30/2021. Fees: ELECTRIC $150.00 Total: $150.00 Bui ing Inspector Form No-6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6_ Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lilies, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 T Date. I % (10- w New Construction: X Old or Pre-existing Building: (check one)) Location of Property: �S� J� � � v��'\ N`/ I NCA JS_ Hamlet House No. Street Owner or Owners of Property: V- )�Xo&z\ �k�� z ��� d vP Y� � Z Suffolk County Tax Map No 1000, Section L. (0 Block Lot Subdivision t-,31A //�� Filed Map. 1- Lot: Permit No. L4q V� Date of Permit. Applicant:\c6aeM 1CVc-.G k Health Dept. Approval: Underwriters Approval: Planning Board Approval: VZ Request for: Temporary C(%e��rtificate Final Certificate: (check one) Fee Submitted: $ 5V Applicant , n ure I of soUr��� Town Hall Annex R`° Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(D_town.south old.n us Southold,NY 11971-0959 y com� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Kraebel Ahlers,Karen Address: 255 Sixth St City. Laurel St. New York zip. 11948 Building Permit#: 44605 Section: 126 Block- 7 Lot 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOMEOWNER DBA. License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Seance 1 ph 200a Heat gas Duplec Recpt 36 Ceding Fixtures 9 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 6 Wall Fixtures 6 Smoke Detectors 3 Main Panel 200a A/C Condenser 2 Single Recpt 2 Recessed Fixtures 53 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt 20a Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures [I TVSS Other Equipment gas range, gas clothes dryer, 1-bath fan, 15-combination GFCI /ARC fault circuit breakers,2-paddle fansl-combination smoke/co detector Notes. 22kw stand by generator with automatic transfer switch Inspector Signature: V=�� Date: December 1 2020 81-Cert Electrical Compliance Form.xls *Qf SQpT�a�© Town Hall Annex Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 s Southold,NY 11971-0959 fl �► �� BUILDING DEPARTMENT TOWN OF SOUTHOLD ' U MAR 1 5 2021 CERTIFICATION Date: Building Permit No. '7 6 Owner: 116(" ti Yl `2 c L, (Please Et), Plumber: Q V-\ 11Z (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. �} Sworn to before me this 0 (Plumbers Signator ' day ofA-e6- - l Notary Public, Coutaty BARBARA H.TANDY Notary Public,State Of New York No. 01 TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 073 # # TOWN OF SOUTHOLD; BUILDING DEPT. 765-1802 INSPECTION - UNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [` ] FIREP 'LACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]--FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: rLACAo11V wow We4n • DATE INSPECTOR OE SOUIyo� # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION 46 [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ANSPECTOR�� pf SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. u765-1802 / 1 NSPECTI,ON-, ,,qq [ ] FOUNDATION 1ST [ ] ROUGH PLBG. N [ ] 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`�� 0762© INSPECTOR'T - &M VC O IN", -- - __ - -- - - - - ���� lyO6 # # TOWN OF SOUTHOLD BUILDING DEPT. oy � 765-1802 INSPECTION [ ] FOUNDATION IST [ ]-- ROUGH PL13G. [ ] _FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING/STRAPPING [u4 FINAL UD [ ] FIREPLACE & CHIMNEY [ ' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 6, Fi;45vvvy4 omp VAvx- A46W__ �, - m Fir,/ DATE INSPECTOR N. J. MAZZAFERR®, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer May 13, 2020 Construction, Estimating, Labor Law Page 1 of 1 Town of Southold-Building Department _ Southold Town Hall 53095 Main Road PO Box 1179 v Southold NY 11971 MAY 1 4 2020 Re: Kraebel-Ahlers 255 Sixth Street 4 Laurel,N.Y. 11948 District-1000, Section-126,Block-7, Lot-2 Building Permit Number—44605 Inspection—Framing On May 12, 2020, I inspected the construction at the noted location. The inspection covered the framing for the new residential structure. The areas inspected included the basement, first floor and roof 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. In particular the applicable Sections of Chapter 5—Floors, Chapter 6—Wall Construction, and Chapter 8 -Roof-Ceiling Construction of the 2018 IECC. Result- The framing work, as verified by field inspection on May 12, 2020, is compliant with all applicable codes. OF NEW . Mq2 O�� #Ve4� P ° o Nicholas J. Mazzaferro,P.E. NO 057 pRoFEssioN�' N. J. MAZZAFERR®, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer May 16, 2020 Construction, Estimating, Labor Law Page 1 of 1 Town of Southold-Building Department Southold Town Hall 53095 Main Road PO Box 1179 Southold NY 11971 Re: Kraebel-Ahlers = 255 Sixth Street a Laurel,N.Y. 11948 MAY 1 4 2020 District-1000, Section-126,Block-7, Lot-2 Building Permit Number—44605 _4 , Inspection—Rough Plumbing On May 15, 2020, I inspected the plumbing construction at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) in the Basement. This partial inspection was performed to facilitate the installation of the concrete floor slab and the advancement of the overall construction. This letter will be included with the full plumbing inspection at a future date. The partial inspection results are: —DW—System was installed per the approved plans and the IRC. This part of the System will be set up with head pressure when the balance of the installation is completed per the IRC. I observed the sub-floor installation of drainage and vent lines. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result- The interior plumbing roughing(partial) for the Drainage Waste and Vent System is compliant with all applicable codes. Per this inspection,the installation of the concrete floor slab can be done. )F NEW -(Q•� rC J AZ�� NicholasJ. azzaferro,P.E. LU �+ iU s 410. 0 �'AR�EESSIONA�' N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer June 23, 2020 Construction, Estimating, Labor Law Page 1 of 1 Town of Southold-Building Department Southold Town Hall 53095 Main Road PO Box 1179 Southold NY 11971 / Re: Re: Kraebel-Ahlers T-j �_w',i�t ' �_ 255 Sixth Street Laurel,N.Y. 11948 , JUN 3 0 2020 District-1000, Section-126, Block-7, Lot-2 , T - T4s[:¢ Kw�;i'Ri•> Building Permit Number—44605 Inspection—Rough Plumbing On-June 23, 2020, 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). Please note the underground DWV system below the basement slab were previously inspected. The inspection results are:, . 1 —DWV— System was set up with head pressure per the IRC. 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 air pressure exceeding 50 pounds per the IRC. 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- The interior plumbing roughing for the Drainage Waste and Vent System and the Water Supply System has been completed and is compliant with all applicable codes �P OF NE C.) YO 3. Mq 2 Nicholas J. Mazzaferro,P.E. x 4U AROFESSIONA�_ D N. J. MAZZAFERRO P.E. Q PO Box 57, Greenport,N.Y. 11944 JUL e 6 2020 Phone - 516-457-5596 Consulting Engineer Bu,TING DEpT. June 30, 2020 Construction, Estimating, Lal vrEawif 10LI-) Town of Southold-Building Department- Southold Town Hall PO Box 1179 Southold NY 11971 Re: Kraebel-Ahlers 255 Sixth Street Laurel,N.Y. 11948 District-1000, Section-126, Block-7, Lot-2 Building Permit Number—44605 Inspection—Insulation On June 29, 2020, I inspected the insulation installed at the noted location. The inspection covered the exterior and interior walls and the ceiling/roof. The inspection results are: 1 —Walls—Exterior—Insulation provided and installed by Rocket Insulation. Insulation provided included closed cell foam and fiberglass batting. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. In particular Section R402.1.2 of the IECC. The installation conforms to the prescriptive design method used in the permit process. 2—Walls—Interior—Insulation provided and installed by Rocket Insulation. Insulation provided was fiberglass batting. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. In particular Section R402.1.2 of the IECC. The installation conforms to the prescriptive design method used in the permit process. 3 —Ceiling/Roof—Insulation provided and installed by Rocket Insulation. Insulation provided included closed cell foam and fiberglass batting. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. In particular Section R402.1.2 of the IECC. The installation conforms to the prescriptive design method used in the permit process. Result- The insulation installation as verified by the letter dated June 26, 2020 from Rocket Insulation, Job#4758753, conforms to the specifications of the IRC,NYS and Southold Town Building Codes. (Copies attached) y�A of NFA yon P 1. iUig2 T Nicholas J. 1Vlazzaferro, P.E. ';r' 73 051 ssioNP� a � Rocket Insulation,LLC(367) Job Number: 4758753 65 Air Park Drive Suite 8 RONKONKOMA,NY 11779 insulation Certificate Insulation is Installed in the structure described below as follovis: Work Area Item Installed Bags f Sq Feet 8.4'x 200'SC15100C 1.5MIL Poly Fire Caulking Intumescent 814,Rockwool Boss814 Intumescent Latex Firestop Red Fire Caulking Intumescent 814, Rockwool BOSS814 Intumescent Latex Firestop Red Fire Caulking Intumescent 814,Rockwool FPBOSS10-INT BOSS 814 Firestop Intumescent Interior Walls R-1 i 15"x 93"-Unfaced-Wood Framing Basement Exterior Walls R-1315"x 93"-Kraft-Batts Box Ends R-13 15"x 93"-Unfaced-Wood Framing Attic Gable Walls R-13 15"x 93"-Unfaced-Wood Framing 2X6 Exterior Walls R-13 15"x 93"-Unfaced-Wood Framing R-1916"x 96"-Unfaced-Metal,Framing Foam Seal Door And Windows SOUDALDW24 Soudal Foam Pro Door& Window Gun Foam 24oz Foam Seal Door And Windows S06DALDW24 Soudal Foam Pro Door& Window Gun Foam 24oz 2X6 Exterior Walls SWD Quik-Shield 112 Closed-Cell 2"R-13.00 Rim Joist SWD Quik-Shield 112 Closed-Cell 2"R-13.00 Attic Gable Walls SWD Quik-Shield 112 Closed-Cell 2"R-13.00 Roof Rafters SWD Quik-Shleld 112 Closed-Cell 7.5"R-48.75 'Rberg/ass blow has no settling facforfor R-values Job Name. 255 Sixth St Laurel,NY 11948 Job Address: 255 Sixth St LAUREL,NY 11948 Rockot Insulation 65B Air park Drive Date CQmplCompleted: RonkonL,�, i. NY 11779 Insulation By: N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer June 23,2020 Construction, Estimating, Labor Law Page 1 of 1 Town of Southold-Building Department Southold Town Hall 53095 Main Road PO Box 1179 Southold NY 11971 Re: Re: Kraebel-Ahlers 255 Sixth Street Laurel,N.Y. 11948 District-1000, Section-126, Block-7, Lot-2 Building Permit Number—44605 Inspection—Rough Plumbing On June 23,2020, 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). Please note the underground DWV system below the basement slab were previously inspected. The inspection results are: 1 —DWV—System was set up with head pressure per the IRC. 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 air pressure exceeding 50 pounds per the IRC. 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- The interior plumbing roughing for the Drainage Waste and Vent System and the Water Supply System h s been completed and is compliant with all applicable codes OF New J.tMA Nicholas J. Mazza erro, P.E. `z o -4 W p 051 A�OFESSIoNP� Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 255 6th Street,Laurel NY 11948 Test Date 11/23/2020 Building Permit#: 44605 Compliance Pathway Performance Test Completed by : Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if-. Floor Area Height Volume ❑� Conditioned Basement Basement 1152 10368 ❑ Conditioned Crawl Space 1St 1152 9216 ❑� sealed Attic nd 2 0 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 4032 area includes areas where the ceiling height is less than 5 Total Volume 23616 ft CFM @50 pa 496 „Air changes/hr@50p 1.26 0 V--/ Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Within Condition Space Duct Location Condition Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Condition Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by-,the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: , `" Date: 11/23/2020 Christopher Silvia;Home Energy Solutions Rocket tdsulation,LLC(367) Job Number: 4758753 65 Air Park Drive Suite B RONKONKOMA,NY 11779 Insulation Certificate Insulation is installed in the structure described below as follows: Work Area Item Installed Bags f Sq Feet 8.4'x 2p0'SC15100C 1.5MIL Poly Fire Caulking Intumescent 814, Rockwool Boss8141ntumescent Latex Firestop Red Fire Caulking Intumescent 814, Rockwool Boss814 Intumescent Latex Firestop Red Fire Caulking Intumescent 814, Rockwool FPBOSS10-INT BOSS 814 Firestop Intumescent Interior Walls R-11 15"x 93"-Unfaced-Wood Framing Basement Exterior Walls R-13 15"x 93"-Kraft-Batts Box Ends R-13 15"x 93"-Unfaced-Wood Framing Attic Gable Walls R-1315"x 93"-Unfaced-Wood Framing 2X6 Exterior Walls R-13 15"x 93"'-Unfaced-Wood Framing R-19,16"'x 96"-Unfaced-Metal Framing Foam Seal Door And Windows SOUDALDW24 Soudal Foam Pro Door& Window Gun Foam 24oz Foam Seal Door And Windows SOUDALDW24 Soudal Foam Pro Door& Window Gun Foam 24oz 2X6 Exterior Walls, SWD Quik-Shield 112 Closed-Cell 2"R-13.00 Rim Joist SWD-Quik-Shield 112 Closed-Cell 2"R-13.00 Attic Gable Walls SWD Quik-Shield 112 Closed-Cell 2"R-13.00 Roof Rafters SWD Quik-Shield 112 Closed-Cell 7 5"R-48.75 Flberglass blow has no settling factor for R-values Job Name: 255 Sixth,St Laurel,NY 11948 Job Address: 255 Sixth St LAUREL,NY 11948 Rocket insulation 656 Air Park-Drive Date Completed: Ronkonicnma, NY 11779 Insulation By: l � � Suffolk County Department of Health Services Office of Wastewater Management 360 YYaphank Avenue,Suite 2C YYaphank,New York 11980 (631)852-5700 OR HealthWilVM@suffolkcountyny.gov CERTIFICATION TION OIC SEWAGE DISPOSAL SYSTEM ABANDONMENT Health Department Reference Number: Suffolk Tax Map#: Dist: Sect(s) Blk(s) Lots) Project Name or Address: Subdivision Name&Lot# Applicant Name: I HEREBY CERTMFY THAT: 1. The first septic tank/leaching pool,from the foundation,was located and uncovered, AND 2. If liquid sewage was noted therein,was pumped dry by a licensed sewage hauler,AND 3. Tank/pool was inspected for outlet line to an overflow pool,AND 4. Overflow pool(s) was/were located, uncovered and items #2 and #3 were repeated until all parts of sanitary system were located,AND 5. All parts of sanitary system were removed or filled with clean backfill and any corbelled block domes collapsed. I also certify that the sanitary system abandoned consisted of: First tank/pool ZLfeet diameter feet deep ( )precast ((block ( )other First overflow pool feet diameter feet deep ( )precast ( )block ( ) other Next overflow pool feet diameter feet deep( )precast ( )block ( ) other Next overflow pool feet diameter feet deep ( )precast ( )block ( )other ,Company which pumped ut sanitary system if different from certifying company: Name of Company: Address: Consumer Affairs License Number: Contractor Signature Date Print Name/Company: i z, L hone 6 3AeA,h5 "05?/y1 Address: 7 �O� /ci S ���2L-4' 4- Consumer Affairs License Number: This certification shalt not be used in lieu of inspections required by personnel of the Department and m duplicated on company letterhead,provided it contains the above information. PHOTOCOPIES OF DOCL NMNTS WJILL NOT BE ACCEPTED VA M-080 (Rev.02/12) Lj X05 MOM fel V al OW D t OF of aoLD TO t a x FIELD INSPECTION REPORT -))A.TE COMMENTS 1 ?A v 3 'per FOUNDATION (1ST) ----------------------------------- V FOUNDATION (2ND) k r ROUGH FRAMING& PLUMBING y a 0 � � INSULATION PER N.Y. y STATE ENERGY CODE a FINAL 900, ADDITIONAL COMMENTS a-fib -+ ,Lob ipL 01l QF-7-0 &3 3 S � V , I W O • N Z ® y G TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 t, Planning Board approval FAX: (631) 765-9502 Survey South oldtownny.gov PERMIT NO..,. YV6 Check Septic Form N.Y.S.D E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form 2 Z 2 U Contaet: Approved ,20 Mail to: Disapproved a/c ff�` c_ Phone: 7 55 Expiration ,20 (CIC, c r - JAN - 6 2020 'APPLICATION FOR BUILDING PERMIT - Date O , 20 r INSTRUCTIONS - a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building,Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector Asues a Certificate of Occupancy 1, f. Every building permit shall expire if the work authorized has not commenced,within 12 months after the date of issuance or has not'been completed within-18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. i (Signature of appli t or na f a corporation) C el�o 11ciN ' (Mailing address of applicant) r� State'-,wOhetherrapplicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 'a Name of owner of premises UC`CCIn k'(V(L4J A)kk-elc 5 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. V& Plumbers License No. I%D Electricians License Other Trade's License No'f "p' 1. Location of land on which proposed work`will be done: 11�ug SLast'e / l House Number Street Hamlet County Tax Map No. 1000 Section 'Z�o Block Lot Subdivision—MA Filed Map No. Lot 2. State existing use and occupancy of premises a d intended use and"ccupancy of proposed construction: a. Existing use and occupancy �. �b�V�V 1(�St '{ b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition C Other Work aa (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units f Number of dwelling units on each floor If garage, number of cars t 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. a 7. Dimensions of existing structures, if any: Front 3 Z •�, Rear 3 2. Z. Depth Height S. 0 Number of Stories Dimensions_of same structure with alterations or additions: Front Rear Depth _ Height Number of Stories a 8. Dimensions of entire new construction: Front Rear 3 b 4-' Depth i;2 3 2,• 8 Height Flo - Number of Stories 9. Size of lot: Front (1170, 33 Rear (D2•-7 , Depth 10. Date of Purchase l Name of Former Owner C"o t Pk` � aclf't 11. Zone or use district in which premises are situated ~L10 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO)—"ll excess fill be removed from premises? YES NOY— c,.)b c11,dye., aP/ 14. Names of Owner of premises 64 0A., l W%Address q4� CZA Jty CA V Phone No..(0'3)!0'3)'q 07 '�5 I Name of Architect I� �L—.. �N, Address U 1�[X t7, (A, R Phone No llo 451-551 Name of Contractor 1) Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO,',P( * IF YES,D.E.C. PERMITS MAY BE REQUIRED. Crrovide survey, to scale, with accurate foundation plan and distances to property lines. 1V �v 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO o� E * IF YES, PROVIDE A COPY. C ° .o Z STATE OF NEW YORK) ' g a SS. COUNTY OF SY �) 0 a 29cc 05 �v o O n a rQ--1 �i/( , 2 being duly sworn, deposes and says that(s)he is the applicant Z E 1\ (Name of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the sabi mimMm mg make and file this application; that all statements contained in this application are true to the best of his knovAt0F PvWidDS ;oAh%' XAfte work will be performed in the manner set forth in the application filed therewith. No,o1LA6382861 Qualified in Suffolk county Z Sworn to before me this j q n K-ArY commission Expires November 5, day of otaryP 1110 11 Signature Applic LONG 0 .ISL'- 11/12/2019 KAREN KRAEBEL AHLERS Service To: 512 SILVER COLT RD 255 6TH ST CUTCHOGUE,NY 11948 LAUREL,NY 11948 Customer Project#:900000102329 Dear KAREN KRAEBEL AHLERS: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law (NYCRR Part 753) requires all contractors to call for a utility locate (NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above, please contact Building &Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Carolyn Mackin—Manager Building &Renovation Services PSEG-LI S�VkOLK COI pjV - 4060 Sunrise Highway,Oakdale, New York 11769-0901 October 29,2019 hitched2425@hotmail.com ; RE: 25,5 6`"ST, LAUREL To Whom It May Concern: On October 29, 2019, our representative confirmed that the water services were physically disconnected at the above referenced location, Please advise your contractor that care should be taken not to damage the existing vault and /or curb box, as the cost of any repairs would be billed to the,premise and no service initiated until the balance 1s paid. Sincerely, Lisa Cetta New Construction Manager LC/db J nationalgrid December 17, 2019 Karen Dinizio 845 Silver Colt Rd Cutchogue, NY 11935 Email: hitched2425@hotmail.com National Grid WO##T102261583—255 60' St, Laurel To Whom It May Concern: This letter is to advise you that the natural gas service line to the above location was physically disconnected on December 13, 2019. Please advise your contractor that care should be taken not to damage or remove the existing gas valve curb box. This curb box will be used in the future by National Grid to reconnect the gas service line to this property. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, but not more than 10 working days in advance of starting work, not including the day the call was made. The number to call is either the nationally sponsored "811", or the local number for NYC/ LI area, 1-800-272-4480. This confirmation letter of a gas cut-off does not relieve the excavator of making this "811" call. If you have any further questions, kindly contact me at 631-348-6150. Respectfully, Christina M. Bonelli Sr. Supervisor, Central Processing Gas Customer Connections Scott A. Russell IDsuFf:Q'r SUPERVISR o W(Gi)E�MUEN T z, AMA A SOUTBOLDTOWN EAU-P.O.Box 1179 Z' C Town of Southold Main Road-SOUTtIOLD,NEW YORK 11971 O CHAPTER 236 - STORMWATER MANAGEMENT'WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES =S PROJECT INVOLVE A'qy OF THE FOLLOWING: (CHECK ALL THAT APP" Yes No EIN A. Clearing, grubbing, grading or adin stripping of land which affects more PP; g than 5,000 square feet of ground surface. ®V1 B. Excavation or filling involving morol than 200 cubic yards of material within any parcel or any contiguous!area. ®� C; Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑0 D. Site preparation Within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ElE. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑10 F,3 Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number'. Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit iTwo copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wiff your Building Permit Application. S.C.T.M. *: 1000 Dates APPLICANT: (Property Owner,Design Professional Agent,Contractor.Other) District 1�, -C W �Y 1 eY� Colu,-z ) oZ(o Z NAME: -C Block Lot Am. ""FOR BUILDING DEPARTMENT USE ONLY Contact Information' nckyEo'�`1omb.1 Reviewed By: Date: Property Address /Location of Construction Work — — — — — — — — — — — — — — — — — Approved for processing Building Permit. — Stormwater Management Control Plan Not Required. `,ci 35 ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM 4 SMCP-TOS MAY 2014 11�� \' ` BUILDING DEPARTMENT- Electrical 14�%� �'�� ) Inspector TOWN OF SOUTHOLD o ff ;� a� 2®�� Town Hall Annex - 54375 Main Road - PO Box 1179 co Southold, New York 11971-0959 -�:Telephone (631) 765-1802 - FAX (631) 765-9502 -rogeFsoutholdtownny.gov - seand(D_southoldtownny.gov -<' 4 .. APPLIN FOR ELECTRICAL INSPECTION „ y ELECTRICIAN INFORMATION (All Information Required) Date: 10- 30 -(J Company Name: Name: License No.: ,A,em/I ail: ; �ho �q r C o Address: $1t5 SIV v_ � KAP Phone No.: JOB SITE INFORMATION (All Information Required) Name: aIQ t 1'1 t Zi D Address: 5,5- +41 Cross Street: Phone No.: & n'j Bldg.Permit#: * email: kj ,yam;�, Tax Map District: 1000 Section: ,©'D Block: 07 0 0 Lot:00 .04616\0 BRIEF DESCRIPTION OF WORK (Please Print Clearly) ( eL zo&& eja,.1G.,9L Stow i L--e— hrwfg- P Lac-f i C -- Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: 0 NO Issued On 30 - �� Temp Information: (All information required) Service Size 1&h 3 Ph Size: �-o D A # Meters�_ Old Meter# "707 ew Se ' e - Fire Reconnect - Flood Reconnect- Service Reconnected - ndergro - Overhead # Underground Laterals 1 2 Fram Pole Work done on Service? Y N Additional Information: ol PAYMENT DUE WITH APPLICATION Request for Inspection Form.xls i' BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road -PO Box 1179 Southold, New York 11971-0959 INN. Telephone(631)765-1802- FAX(631)765-9502 rogerr@southoldtownnv.gov— seand@southoldtownnv.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au information Required) Date: 210 Company Name: () tAD Q Name: JCCa, License No.: ------ email: ���r��e� �, � Q kA& �,t, C ) Address: 2S �i l.rti �. Ijy 14,1%jig Phone No.: Lo 3) C — Q 1�; JOB SITE INFORMATION (All Information Required) Name: IcA.i inAk kL\rA.A- jd KUSA Address: �,, '�� 1,. 51,�e e,1 4 joy 110i4g; Cross Street: Phone No.: (a V)o-� - y Bldg.Permit#: k�lk�po email: V,,%&cLeJ 1,y2�elLAA Tax Map District: 1000 Section: Q,(® Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) IF1 VA si <.,e Circle 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 1 Ph 3 Ph Size: A #Meters Old Meter# New Service-Fire Reconnect-Flood Reconnect-Service Reconnected-Underground-Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: ")rti ike,to cvv, c;6 L PAYMENT DUE WITH APPLICATION Request for Inspection Formas o ��✓fib Town Hall Annex ' :'< " '�Q,- �l�s• `' . .,'c Telephone(631)765-1802 54375 Main Road ,", y€ a �; , Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 `t,; t' . �l !",.` _ 1.r„ -,!. �^-•; ,g2�vi�,,�, .�i�j" ��V s'^',� 'rr'i}� �`� ^.�,-='r-n!^y.,'� ;e ... l J ` . .4'',``+,G'�,:crL- y .I)0�,: ��";`-"' i•r. r li f`l'•'C7,';.�' ''t. �.;i�:•:r,:•�`4� ,ap :,�;'_ Wit:;aA`�°'`� l�;�`r_. "_'•_y , .— z ! -, .,�.`• fir n a+ '..z qa .�•;-'t•h u�'t'.� . ,,V 'a a-N'r�>> j,?'.9.,C' !'.''?• ', `S:rF'",¢1 ^�,z�` j ''-i�YY BUILDIN,G`D.EP AR-TM:ENT ;i,4 ,Fnra<�'':p9 }�'w :ii.,•:.�' ,�^�,�7: 57��^$ ', �;•.;ssx,a,,i. �a:,r5?,',� '`t'n.�.r+•. <Irr7a"�k+g7iz�ie, �t`I§r't x. t.t�:: NOTICE OF UTILIZATION OF TRU.SS,TYF E C;ONSTRUCTIONr PRE-EN�G�N�EtRED j WOOD CONSTRUCTION AND,0RTIMBER CONSTRUCTION ';t��,'y.��a.?� - =:;�s'.,i��fir• �, � t��,°_� .. ^i j #.tet'v,-`. �'-'D•+: h Cv r`g,}^t Dater , y 'bay. _:G:,R < OWn`eJ"f:�,.a,�c V�. �(,c'at�,0, 1►l,: ��1s5`s'�� �tZ� ��. x,"_ _.: r, ''}.' 91, 1j .s° 3r� x. i .,yt ,js �, {_ ��t .` {^,js5 'L. �;. j �I .. a `', .-^Locati®tof Property: ZS 5 lO�� � C'�!;rS '. �+t"a"e:' :?,y� ''��'''3'-;e: Y t` :.{`"• Please�,take notice that�f e� - ec "'s"' ' �' �' ,fir 0�-lice' :-, (' f � f k�appIicable'1ine):f' � : . � t wz �,�� ;c` 'i!_I '� t.,',�-.�x;. ..� f�.tt .:, k y 02.•;,1, r d n3 - ,zfi.ti �a'�',,�:l� •�', �'{"�,'' X�4g9 }i ,r, �S` �;�70� .C.-..`` w;. if• � �,tra1 l�•FF <'�r f'� w-3'r`."r t�'1 New commercial(or reslcfentiaistructure - � w•Y slJi`` lcy�}n,fst'a'i,••�i-)' i,'k;SI=�`�•, i` A th,°}3'+7jjt'dt 1'.' ��M�' i•�• � `S. 4�^ �p •y7. .. a!•',> �u �� Y♦ of t j�4� f r` r ;a;' - `ate i „s �' :'�,x •,� 'ysf ��������M Addition to existing�comrner„ca l or residential st u t the iK r}�' :^' _; •, s{.fwd x': Rehabilitatidd4tWan existing c�ommercial or resld;en2t�iarystructu`rp , T, r-+ ;, ^.3Sa-nti$ri'�v`�e^ �': . � hY,�` ?• orr,':'Y `L.cx"T r:3d., - 5 ci Zvi", "5.i 1 ' to be constructGid%r performed at the subject property reference above will Utilize (check applicableili'1 :); Tr uss`•�ypetconstruction?(TT) r-r,.;' q�;'.Ai�a;.1•�2'`-rs'Q�}Z� .„_r -. '; 'l^.'-.rd�Lk`e„l;�-•l;e�?�"rvs*_;<•'�:•tLL+,'`•`rSs`�-r,,7'T34�#YyR�:�.;fr,i'6a.�':t'+.•` ;,�;ys;u�%�`�Cry"pj•'o,.r5ra�'y+S',�b;.�+`"'-°�y"L�'.?�.`i',�`^"i1 uiS4i.ol�.1Ar. ==.a,-•ngl ieedPre-etiwood-',construction ��W�vg>i tr.TTimber �•7'S r ' r - constructions(TC in the following locations) (check'apolicable line %r�•/ y; ; .,;.fir, �i;,r.,�y �:z `• :�r�. fx, X Floor framing, including girders and beams (F) ) XRoof framingri'f - `: u d,� ,V, R .(R) 4•_ —,—.Floor and-,roof framing (FR), � iii'f v;•t.�%:. '� ,� t,.r `i .. .. :§ - •i a�4r P Signature: - ^ v �•s i, t�;I Name (person-submitting this form): d r ) - �;�;�ri�a •�°n,. -, � c, h •.� �-' raj !_' ._, ,;;�.�A}y:� �`.f.#�,: - _ , Cap cit. ,(cFieck applicable line): .f, y OwnerAl Owner representative TrussReg15.docxa Effective 1/1/2015 S.C.T.M. NO. DISTRICT: 1000 SECTION: 126 BLOCK: 7 LOT(S):2 VACANT DWELLINGS GOLF COURSE W/PUBLIC WATER x-150' 150'— U.P. WATER MAIN SIXTH STREET T Ix — CL 27.5 1 9 CL 27.0 N 69013'10" E 60.33' \ I � MON. h�.r PIP EL 27.1 EL 27.0 1.8'E >: 1.4'S 250.00' LOT 38 0 �I EXISTING SANITARY mI LOT 39 TO BE ABANDONED AND BACKRUED WTH CLEAN COARSE SAND. I I� O oNJ II NJ ¢ EL 26.2 N C ERED OOP EL t� O 0: , I LAND N/F = o ice:' 14.2 :Z:;; I X OF 18.0'0"1'* 4PE LAUREL LINKS LTD. _ EXISTING; I DWELLINGS :':'. 1 ST6RY= . :''..ry N FRM. DWELLING:.•' '• I W/PUBLIC WATER :: '•; .: ' 255:. .';'.:;..;•:^? 150' GOLF COURSE .,.*2 BEDROOMS:' —150' __ I '•32.2':'' z 7.5' STOOP EL 25.6 EL 25.8 I z v v U I n I r MIN v v z LjEXISTING GARAGE ! o PROPOSED 2ND FLR. 3.0'W I EL 24.8 ADDITION WITHCONC. APRON L 25.4 p ACCESSORY APARTMENT 5.8 24.1 :;: . EXISTING .; Q 5 :1 1 .2 STY :, o MIN CLEANOUT GARAGE:.'•' • a PROPOSED 4 BEDROOM w ELEV. 26.2 N I : ' 'GF 25,7;:,:: : SANITARY SYSTEM z 1250 GAL. ST. '-• (1)8'0x12'DEEP LP. �^ OL SANDY LOAM 0.3' 24,1.•.'Iz O EL 24.8 z O BROWN SM LOAMY SAND 1.6' U N — fv PALE 00 t BROWN EL 25.3 EL 24.5 MEDIUM TYPICAL CLEAN OUT SP SAND & SLATE OR STOPPER END GRAVEL 2�'S X 4' CHAINLINK FENCE X FC SUITABLE%I - 150' - OR PLUG 15.1' S 69°13'10" W 62.71' 3.2's LOT 49 LOT 48 DWELLINGS I ELBOW W/PUBLIC WATER FLOW— NO WATER _ 17' REVISED 04-15-19 JAN. 10, 2019 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL K. WOYCHUK LS OWNER: KAREN KRAEBEL AHLERS LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS 255 6TH ST. AND OR DATA OBTAINED FROM OTHERS AREA: 9,228.20 SQ.FT. or 0.21 ACRES LAUREL NY 11948 ELEVA77ON DATUM: _ NAV088 UNAUTHORIZED AL7ERA770N OR ADD17ION TO THIS SURVEY IS A VIOLA77ON OF SEC71ON 7209 OF THE NEW YORK STATE 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 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TV77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU77ON, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE 774EY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND 0774ER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S77?UMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 38 CERTIFIED TO: KAREN KRAEBEL AHLERS; MAP OF: GEORGE I. TUTHILL & OTHERS SECTION 1 FILED: JANUARY 15, 1929 No.861 SITUATED AT: LAUREL TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE # 18-157 SCALE: 1 "=20' DATE: JAN. 5, 2019 PHONE (831)298-1588 FAX (631) 298-1588 N,Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk _ ELEV.25.6 UFFOLY.Ctlb7&t TV DuAT.ZEE 1 Or 111'r-AUT-9 URVIt Eg� OL SANDY LOAM 0.3' PEP-MIT FOR APPROVA'- OFF i ONST;ZUCi)Oi) FOfzA BROWN Ab,,,rj-do3jyng, g 0- e%,jsst'- 6°�S3"1?�_a3rf�i?fS �a°"t�°a?aU3�`�"d I$1 SINGLE FAMILY RESiM'C'n'ONLY SM LOAMY COdYl1�O_ knit.d with y e�artmeMe-'e'�'.=i�•Ct-ment Submit SAND 0.6' completed 1 2919 PALE 0� Jeffs d g0 ��Proof. ® � 3 H.S. ��s= �t; �j�-�9-V_/J a_ _ BROWN SP MEDIUM APPROVED SAND& DWELLINGS W/ FO MA mum 0r MEI)900,41&9 --`- GRAVEL „ BRAY AVENUE PUBLIC WATER 15®' WIRES THREE YEARS FROM OAT E OrAPPROVAL 15.1' L0 T 39 N EXISTING SANITARY PROPOSED 3 BEDROOM SYSTEM TO BE SANITARY SYSTEM. NO ABANDONED AND 1250,GAL ST. WATER 17' ILBACKFILLED WITH (1)"i — LP. S. 20 0 46"50° E. CLEAN COARSE SAND &STOCKADE FENCE 177.1 OfF,p 150.00' K. N.10,201CHUCK LS MON. _ _ z 4'CHAINLINK FENCE M EXIST.GAS LINE N 'n ----FJaST.WATER LINE t,0 40.3 ( LP. EXP PROP.ELEC.LINE ED 32.0 �� •�``� w W � x z 1 STORY c 35.3' FRAME m ya DWELLING 22.8 24.0' v LDT 36 � V,j COVER - FRONT PORCH UNDERGROUND WIRES DWELLINGS W/—�- EXIST 15 STY ® PUBLIC WATER 32,0' GARAGE GF i e-I 150' 25.7' N M `1 0 z ASPHALT DRIVEWAY L - 24.0' � _ oo Vj PIPE N. 19 0 52120° W. 150.021 EXISTING GARAGE ;- VACANT GOLF COURSE 150' LAND N/F OF LAUREL LINKS LTD. 0 5 25 50 1 FLPiR1Q69 o87e19 a rm wnpm" u4t fa 3 Foe Sct� I�•Ib• OF NEIV C O r' 3 M.42 'Qrr NOTE' `, p NJ.MAZZAFERRO,P-E. PROFES91ONAL ENGINEER SITE INFORMATION BASED ON SURVEY P.O. ox PREPARED BY KENNETH M WOYCHUK s7,oREeNPORrNr Baa ea�•t�on LAND SURVEYING,PLLC.DATED JAN O ����RPS A 0• 05 0 �._ � FLOOR PLANS sNEFrNo- 05,2019 ROFESS►OW'� DINMORESIDENCE 1AU� U8 SP-1 j DIST:UN SECU26 BLOM7 LOT-2 I { S.C.T.M. N0. DISTRICT: 1000 SEC110N: 126 BLOCK: 7 LOT(S):2 SUFF06 K COUNTY DEPARTMENT OF HEALTH SERVICES APPF,01'k Dr".W N43TRUCTED+1,10RKS FOR ' A S1i jGLr F-,, `Y RESIQ=ENCS Dago _ - _ . • �.s�. e�{ o r The seM9e disposal rRr1'1:=:F P 1 i in"Cted and/or cer' c r i? :�7 c;t Ct'Ci-f i 1 '$i uy`dPIC1@S n be satislactory FUR NIy' es:ir.r ,0;_ BEDROOM VACANT _ GOLF COURSE DWELLINGS W/PUBLIC WATER a -150' 150' Crai Pine er P.E. Chet —OffiGe Of Wasterwater Management U.P. DD_ SIXTH S T11r EE T WATER MAIN JUL 8 2021 CL 27.5 CL 27.0 N 69°13'10" E i 60.33' MON. RUDT,DMG DE ��N 07SCAT I-10 ,& PIP EL 27.1 mi EL 27.0 I 1.4'S250.00' cn z� LOT 38 Iv LOT 39 cr, i,30.0'�RY I 1 i °; t z o CONC./STONE I m ci Cn —Arj PORfl EL 26.0 I�r Iv � 36.0''•'.'• p G.M. LAND N/F = m FC X OF : : ' 0.4'E LAUREL LINKS LTD. D[ b: ':':.: :1 STY. FRM..: b 10.2' DWELLINGS ,N,4. : . DWELLING...-,, ' M W/PUBLIC WATER VACANT FFL EL 30.0 ,' •-n EGR SS 150'-� GOLF COURSE :' WWEL —f-150' EL 25 8 •: 15.2' POINT"A":'.•36.0' ' ' POINT"13" I �6,• EL '25.6 CONC./STONE ' SEPTIC LOCATION Parvo POINT"A" POINT"B" E /� w S.T. 33.5' 25.5' I 9�� S.T. L.P. 1 45.5 30 O �_. . - -u6--- L-.P. 2 5-7-'- —---45'- 3.01W _--45' — - - -- - - O 3.0'W � m P. � CONC. APRON "' 25.4 1 518' 2 STY ZONED R-40 p f FRAME o NON-CONFORMING LOT p a GARAGE :': 'N 2 w FRONT YARD: 35'MIN GF 25:7 w SIDE YARD: 10'MIN, 25' TOTAL '24J! `` REAR YARD: 35'MIN GAS LINE EL 24.8 z 00 GEN. N U N EL 25.3 EL 24.5 FC 0'S X 4' CH4INLINK FEN X S 69°13'10" W 62.71' 32's LOT 48 LOT 49 DWELLINGS I REVISED ELEC. LINE 05-17-21 W/PUBL o WATER FINAL SURVEY 12-04-20 y UNDER CONSTRUCTION 08-01-20 i FND. LOC. 03-11-20 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL OWNER: KAREN KRAEBEL AHLERS LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS 255 6TH ST. AND OR DATA OBTAINED FROM OTHERS. AREA: 9,228.20 SQ.FT. or 0.21 ACRES LAUREL NY 11948 ELEVA77ON DATUM.- _ NAVD88 UNAUTHORIZED AL TERA 77ON OR ADD177ON TO THIS SURVEY /S A VIOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7H1E PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL S7RUC7TJRES OR AND 07HER IMPROVEMENTS: EASEMENTS AND/OR SUBSURFACE S7RUC1`URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE TIME OF SURVEY SURVEY OF: LOT 38 CERTIFIED TO: KAREN KRAEBEL AHLERS; MAP OF: GEORGE I. TUTHILL & OTHERS SECTION 1 FILED: JANUARY 15, 1929 No.861 SITUATED AT. LAUREL TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 11931 „ PHONE (831)298-1588 FAX (631) 298-1588 FILE # 18-157 SCALE: 1 =20 DATE: JAN. 5, 2019 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk GENERAL NOTES FRAMING AND FASTENER INFORMATION - X1221'2- - `Itl6G 2 " CONSTRUCTION NOTES WIND FRAMING NOTES 0 WINDOW SCHEDULE 1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN 1. RIDGE-TO-RAFTER ASSEMBLY: I.D. MODEL UNIT SIZE(WxH) GRILL TYPES NOTES MARK LOCATION SIMPSON TIE# INSTALL NOTES 7," ; _> INTENT 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 - FOR 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 A BSMNT DBL HUNG 2'-6"x 4'-0" NONE 1 ROOF RIDGE LSTA/15 EVERY RAFT 20 GA-14"x 15 ' 'ry ' STATE BUILDING CODES.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED ;' i`..'.,.- L ,•.; "'{"' NUMBER OF NAILS IN THE STRAP. B BSMNT HOPPER 2'-6"x 1'-8" NONE 2 RAFTER WALL LSTA/16 EVERY RAFT/ 4" CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, �> 12 GA- 114 x 16 STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. 2. RAFTER-TO-WALL ASSEMBLY: 2. ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2018 IRC AND 2017-NXS SUPPLEMENTS. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP PLATE C BSMNT HOPPER 2'-6"x 1'-8" NONE FROSTED4. i 3. THE GENERAL 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 3 WALL/WALL LSTA/21 EVERY STUD 20 GA-1 4 4"x 21 D DOUBLEHUNG 3'-0"x5'-0" NONE EGRESS WINDOW.SEE DETAIL A-1.3 cc. MEETS 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 _ • THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. ROOF E BSMNT DBL HUNG 2'-6"x 4'-0" 4 WALL/BASE PL RSP4-B+M EVERY STUD 1'� 1„m, SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT NONE 20 GA-2 2 x 4 2 ,� )?fir;;�,.;, `�: (,.i ,,r`;&7�'`';t 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS.(DO NOT SCALE DRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. 5 BASE PL FOUND ��� �. V S `''�`1 tic'. '`ESIPOr!:7lL';L.E Fu; 5. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO 3. WALL-TO-WALL ASSEMBLY: / 2 0 ANCHORS 4 0 O.C. ADD AS NEEDEDN:':� RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS, NOR RESPONSIBILITY FOR WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT F CASEMENT 2'-8"x 3'-2" TRUEDIVIDED 400 ANDERSON LOW-E3 E= CONSTRUCTION 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 - ALL TIES TO BE SIMPSON STRONG TIES OR EQUIVALENT PREPARATIONS 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 G DOUBLEHUNG 24"x441' TRUEDIVIDED-4/1 400ANDERSONLOW-E3 - ALL FRAMING TO BE FASTENED IN CONFORMANCE WITH: Cr;!•,';mLY WITH ALL CCD 273 Or A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. IRC CODE-2015 ;,x( YORK STATE & TOWi`i CODES 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 4. WALL ASSEMBLY TO FOUNDATION: H CASEMENT 2-8��x 3 2�� TRUEDIVIDED 400 ANDERSON LOW-E3 TABLE R602.3(1)-GENERAL 7. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE, OR BOTTOM PLATE TABLE R602.3(3)-SHEATHING F HLOUI RED ,.^-. Gm,* ITT�017 OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. WITH UPLIFT CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN I CASEMENT 1'-8"x44" TRUEDIVIDED 400 ANDERSON LOW-E3 TABLE R802.5(9)-FRAMING-ROOF 8. THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS CONCRETE FOUNDATION AND SLAB-ON-GRADE, 15 INCHES IN MASONRY BLOCK FOUNDATIONS,OR , -" +"Y BOOKCASES,SHELVING, PANTRY,CLOSETS,TRIMS, ETC. LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b.WHEN STEEL STRAPS 1 CASEMENT 1-8„x 44" TRUEDIVIDED 400ANDERSONL0W-E3 PER SPEC 1609.1.1-2015 IRC+ NYS 2017 SUPPLEMENTAL DESIGN- Y=-��' ou BOARD 9. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. ARE LAPPED UNDER THE BOTTOM PLATE, 3 INCH SQUARE WASHERS SHALL BE USED WITH THE K DOUBLEHUNG 2'-8"x 44" TRUEDIVIDED-411 400 ANDERSONLOWE3 WIND SPEED IS 130 MPH T ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE / EES 3.2a.IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES FROM4 �� FOUNDATION NOTES THE END OF A SILL PLATE AND ALL CORNERS. L DOUBLEHUNG 2-8n x4-4 TRUEDIVIDED-4/1 400ANDERSONLOW-E3 NAILING SCHEDULE 5. TYE I EXTERIOR SHEARWALL CONNECTIONS: M DOUBLEHUNG 2'-8"x 44" TRUEDIVIDED-4/1 400ANDERSONL0W-E3 TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF-L INCH WOOD STRUCTURAL PANEL ON THE 16 1. THE 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 N CASEMENT 2'-8"x 3'-2" TRUEDIVIDED 40OANDERSONLOW--E3 ROOF FRAMING: PER 2015 IRC-CHAPTER 8 DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE. FIELD,AND 1 INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT WALL FRAMING: PER 2015 IRC-CHAPTER 6 C:1TION 2. ALL 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 FLOOR FRAMING: PER 2015 IRC-CHAPTER 5 " .ly, i., .I Ew j'BEF-ORI, - 3. PROVIDE 2" EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR REQUIREMENTS SPECIFIED IN TABLE 3.15a-b. �� , „ ROOF SHEATHING: PER 2015 IRC-CHAPTER 8 ►�/ MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 6. TYE II EXTERIOR SHEARWALL CONNECTIONS: 0 SKYLIGHT 2 8 x 4 0 NONE CEILING SHEATHING: PER 2015 IRC-CHAPTER 8 "• ,'%% �, i c Oi OCCUP�'11 V N r 4. ANY 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 P SKYLIGHT 2'-8"x 4'-0" NONE VELEXFIXED PAN FLASHED WALL SHEATHING: PER 2015 IRC-CHAPTER 7 " /� 13 USED Ij j ",O TF_R INSTALLED WITH #5 RE-BAR, 18" LONG AT 12"O.C. USE APPROVED EPDXY FOR INSTALLATION. APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16. FLOOR SHEATHING: PER 2015 IRC-CHAPTER 5 i ^,'!' 5. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PSI.CONCRETE TO BE POURED ON 4" 7. INTRIOR SHEARWALL CONNECTIONS: Q SKYLIGHT 2'-8"x 4'-0" NONE SKYLIGHTS W/TEMPERED `- ` `S�STEIt�f �,1�`• . �T i E �: •.y'r F d 7/1 THICK 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 , � LOWE3GLASS THICK.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 R SKYLIGHT 2-8„x 4-0" NONE 6. CRAWL SPACES TO BE PROVIDED WITH Ai MINIMUM 18"x24"ACCESS OPENING.INSTALL ONE 8x16 ACCORDANCE WITH 2.4.4.2 AND 2.2.4 RESPECTIVELY. T6�,l�S �'I .�� I�IN(;'" 6'' LJ1Rt� CAST IRON FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREA. 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: S SKYLIGHT 3'-0"x 5'-0" NONE ALIGN W/SHOWER WALLS 7. DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT N.Y.S. HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN ROOF SHEATHING RE RESIDENTIAL 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 REQUIREMENTS FOR WIND LOADS BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING. WITH TABLE 3.5. DO NOT PROCEED WITH 8. DRAINAGE AS REQUIRED BY CURRENT N.Y.S. RESIDENTIAL CONSTRUCTION CODE. 9. CATHEDRAL CEILING ASSEMBLY: NOTE: NAIL SPACING AT NAIL SPACING AT INTERMEDIATE FRAMING UNTIL SURVEY WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE *ALL UNIT SIZES ARE FINISHED OPENING SIZES. CONTRACTOR TO VERIFY WINDOW JAMB DIMENSIONS SHEATHING LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD OF FOUNDATION LOCATION NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO WITH ROUGH OPENINGS. 4' PERIMETER HAS BEEN APPROVED. EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING. CONNECTIONS TO THE *ALL GLAZING SHALL MEET WIND BORNE DEBRIS REQUIREMENTS PER THE BUILDING CODE OF NYS. EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. FRAMING NOTES RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS. *EGRESS OPENING MIN. 5.7 SQ FT-MAX. 44" SILL-AFF INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. 1. ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND AND RAKE TRUSS GABLE ENDWALL RAKE 8d COMMON @ 4 O.C. 8d COMMON @ 4 O.C. Blower door ADDITION WOOD FRAMING CONSTRUCTION MANUAL. DECK 8c COVERED PORCH NOTES and ductwork2. UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2+ BTR. WALL SHEATHING REQUIREMENTS FOR WIND LOADS testingrequired. DOUGLAS FIR. O DOOR SCHEDULE 3. FLOORS,WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 16"O.C. UNLESS OTHER WISE NOTED. 4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2x10#2+ BTR. DOUG. FIR. 1. LNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. NAIL SPACING AT NAIL SPACING AT INTERMEDIATE BEARING 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. SHEATHING LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD Must provide Manuals OPENINGS. 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 NO; TYPE UNIT MATERIAL NOTES OPENINGS. BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2x4 WALL CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO 4' EDuE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. D, r and S as per OPENINGS BETWEEN 4'-1"AND 6'-0"AND 2x6 WALL OPENINGS BETWEEN 5'-11"AND 8'-9". PROVIDE CONCRETE WITH A MINIMUM 1 INCH DIA x 7"LONG ANCHOR BOLTS AND WASHERS AND NUTS. 1OO EXTERIOR DOOR 3'-0"x 6'-8" SOLID WOOD W/WINDOW HINGED LEFT NYS Enemy Code FIRE STOP AND BLOCKING WHERE APPLICABLE. 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12x12x12 THICK CONCRETE FOOTING. USE 101 EXTERIOR DOOR 3'-6"x 6'-8" SOLID WOOD W/WINDOW HINGED LEFT INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. 5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND A MINIMUM 1 DIA x 8" LONG ANCHOR BOLT WITH WASHERS AND NUTS. FOOTINGS SHALL BE 3 FT. j ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER BELOW GRADE. PORCHES WITH COVERED ROOFS SHALL HAVE 12" DIA CONCRETE PIERS FOR THE 102 EXT SLIDING 10'-0"x 6'-8" TBD 0x)(0GIRDERS. BATHTUBS. FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD " " ' " DECK JOISTS TO HAVE BLOCKING AT 8'-0"O.C. 103 EXT SLIDING 5-0 x 6-8 TBD f�TI!,I�1 STORi,'I VtiATER RJ DOFF CAPACITY UNLESS NOTED ON PLANS. A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER. �r�CrnIG4x *} *t1,'i'.t'!1:_' '3i'" PURSUAPJT TO CHAPTER 236 P(._(J;',,� � •,1 7. PROVIDE(2) 1-3/4"",THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL 1 104 INTERIOR 3-0 x 6-8 WOOD-HOLLOW CORE HINGED RIGHT � AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). LEDGER TO BE FASTENED TO BUILDING WITH z INCH DIA. BOLTS WITH WASHER AND NUTS WHERE Or THE TOWN CODE. , 8. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE NEEDED. 105 INT, BI--FOLD 2�6"x 6'-8" WOOD-HOLLOW CORE WHERE APPLICABLE UNLESS OTHERWISE NOTED. i. CONCRETE PIERS SHALL BE A MINIMUM 6"ABOVE GRADE. 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0"O.C.. USE SOLID BLOCKING IN FLOOR JOISTS ALL JOISTS TO SUPPORTED WITH HANGERS AND ANCHOR BOLTS. EACH JOIST SHALL ALSO BE GI 106 INT. POCKET 3'-0"x 6'-8" WOOD-HOLLOW CORE UNDER ALL BEARING WALLS. ANCHORED TO GRDER(S). 10. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. INSTALL DRAFT BLOCKING AS 3• COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICAL 107 BARNSLIDING 3'-0"x 6'-8" WOOD-HOLLOW CORE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA BUILDING. 108 INTERIOR 2 6 x 6 8 WOOD-HOLLOW CORE HINGED RIGHT GROUND WIND SEISMIC FROST WINTER ICESHIIELD NEEDED. , „ , „ 11. UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 2"THICK,4 PLY FIR CDX „ , „ SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD EXTERIOR SHEATHING GRADE PLYWOOD. PLYWOOD TO COVER OVER PLATES AND HEADERS. PLUMBING NOTES 109 INT. BI-FOLD 3-O"x 6-8 WOOD-HOLLOW CORE LOAD (MPH) CATEGORY DEPTHTEMPHAZARDS 12. UNLESS OTHERWISE NOTED USE 2"THICH T&G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR . REQUIRED ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHTTO 11° NONE OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. L ALL WATER SUPPLY,CONSTRUCTION CODE.DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S. RESIDENTIAL 001 INTERIOR 3'-0"x 6'-8" METAL 3 HR RATED SELFCLOSE-HNG.RT. TO HEAVY MODERATE - 13. ALL BATHROOM WALLS TO HAVE z THICK MOISTURE-RESISTANT SHEETROCK. GARAGE WALLS AND VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL. , , CEILINGS AND OVER FURNACE TO HAVE$'THICK TYPE-X SHEETROCK.ALL OTHER PARTS OF BUILDING 1. IF WALL STUDS, PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED 002 INTER/OR 3-0„x 6-8„ WOOD-HOLLOW CORE HINGED RIGHT TO HAVE REGULAR z"'SHEETROCK.ALL WALLS TO BE TAPED AND FINISHED. WORK, PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE.VERIFY 14. ALL 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 003 INTERIOR 3-0"x 6-8" WOOD-HOLLOW CORE HINGED RIGHT APPROVED EQUAL. FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM SPACING PERMITTED. TORCH DOWN TYPE MATERIAL OVER. 15. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.SILL PLATES TO HVAC NOTES BE INSTALLED WITH A FOAM SILL GASKET AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL. ELECTRICAL NOTES I; MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND PLAN CONTENTS SAFETY REQUIREMENTS. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE r 1. ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE. I(; , f EQUIPMENT SUPPLIER. OCCUPANCY CLASSIFICATION RESIDENTIAL r C'° 2. ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. , �, r• HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE ;Iw, - 3. ALL ELECTRICAL WORK TO COMPLY WITH 2014 NEC. GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. 4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION BUILDING HEIGHT ±18.75'ABOVE AVERAGE GRADE R314 AND R315 OF IRC. ` �` %;� .', ;J`'•�'i; � 4;g , DESIGN CRITERIA CODE:2015 IRC& NYS UNIFORM SUPPLEMENT ENERGY NOTES SOIL NOTES FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES 1. THIS DESIGN COMPLIES WITH THE 2015 IRC ENERGY CODE ASA PRESCRIPTIVE DESIGN. NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS # ISSUE/REVISION DATE 2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2015 IRC. PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. DESIGN LOAD CALCULATIONS EXT. BALCONIES 60 3. THE DESIGN COMPLIES WITH ALL NYS SUPPLEMENTS FOR THE 2015 IRC. , o (LIVE LOADS PSF) DECKS 40 � l Scal.. COMPACTION OF NEW FILL SHALL BE AT LEAST 95/o PROCTOR DENSITY(PER ASTM D 698 AND ASTM Architect �r:d Engin��r s ���1 link 1 FOR REVIEW D 1557).COMPACT THE SOIL AT 12" LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A ATTICS W/O STORAGE 10 Signature only good for initial ms of 08.28.19 ATTICS W/STORAGE 20 a ^! r 1 „^ FIREBLOCKING NOTES PROFESSIONAL AGENCY FOR COMPACTION. ROOF(GROUND SNOW LOAD) PER NYS 301.6 drawing. C anoes, u:t,ra 7;o,,,s or 3. DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLOOR, IS COMPLETE. ROOMS(OTHER THAN SLEEPING) 40 Visions to or r°use of dru;�Iin�s with- 2 FOR PERMIT 09.17.19 ROOMS(SLEEPING) 30 Out Architect or Enziir,eer's Approval FIREBLOCKING REQUIRED-BY CURRENT NYS RESIDENTIAL CODE OTHER NOTES STAIRS 40 Voids Seal and Signature on same. 3 FOR CONSTRUCTIION PERMIT 11.08.19 FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS(60TH VERTICAL AND GUARDRAILS(ANY DIRECTION) 200 HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I EXPOSURE CATEGORY DESIGN FOR CAT. C 4 REVISION THE FOLLOWING LOCATIONS. 1. PROVIDE 8"TYPE-X SHEETROCK FIRE STOPPING AT 10'-O" MAXIMUM DISTANCES FOR NON 01.21.20 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES,AT THE ACCESSIBLE AREAS. CEILING AND FLOOR LEVELS.CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE 2. USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPLE PROTECTIVE COATING FOR CONTACT LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET. BATTS OR BLANKETS OF MINERAL OR WITH ACQ. (ROOF-FOUNDATION) AND GENERAL NOTES N.J. MAZZAFER R0, P.E. DRAWN BY:ZEN GLASS FIBER SHALT_BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL 3. INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. ROWS OF STUDS OR STAGGERED STUDS. NAILING SCHEDULE SEE GENERAL NOTE PAGE �P OF N41.p PROFESSIONAL ENGINEER DATE 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS �. M �.p. P.O. BOX 57 GR;EENPORT NY 11944 OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE ? ' ' �` � I r- 516.457.5596 EiMAIL:maz-lin@msn.com SCALE:1/4"=1'-0" 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. � 9� U Ts J A�� ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE. PLY WITH R315 IRC. o z •r, r 4. AT THE OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. �, . w ELEVATIONS SHEET N0: (SMOKE&CO2 DETECTORS) CARBON MONOXIDE ALARMS TO COM THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 2�0 �O 057aDINIZIOI RESIDENCE 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. ENERGY CALCULATIONS PRESCRIPTIVE DESIGN ARo ��`� 255 SIXTH EN RESIDENTIAL CODE. FESSIONP STREET LAUREL, NY 11948 A-4 DIST: 1000 SECT:126 BLOCK:? LOT:2 ELEV. 25.6 OL SANDY LOAM 0.3' BROWN SM LOAMY SAND 0.6' PALE BROWN 1 SP MEDIUM SAND & DWELLINGS W/ GRAVEL BRAYAVENUE PUBLIC WATER 150' 15.1' LOO LOT 39 N PROPOSED 4 BEDROOM SANITARY SYSTEM. NO 1250 GAL. ST. WATER (1)810DEEP L.P. 17' S. 20 0 46'50" E. 6' STOCKADE FENCE 150.00' JAN. 10,2019 El 0 MON. K. WOYCHUCK LS z_ _ z_ 4' CHAINLINK FENCE _ M -----..GAS LINE ---------- - - --- L U-) PROP. WATER LINE " L.P. EXP N O 32.0' p � U W uj COVERED Iz FRONT PORCH — S.T. Lu z 0 1 STORY - _z FRAME Q M DWELLING M c� LOT 38 24.0' 4 W UNDERGROUND WIRES DWELLINGS W _ EXIST 1.5 _ / p PUBLIC WATER ® STY GARAGE E 32.0' N TA N TA 150' � M 0 c—I O 4SPHALT DRIVEWAY O l \ 24.0' (D PIPE N • 19 0 52'20" W. STORM DRAIN DRYWELL - WITH 4" 0 — .50.02' PVC CONNECTION. PRECAST CONCRETE RINGS W/ HIGHWAY COVERS AND STEEL p� cap �lnrci. C`'; t`I!s (^}CCl�tflS CXC°r�'ro�. MANHOLES. 8'-0" 0 x 4'-0" DEEP SET 1'-0" L'y �� Arc!"i"".,°t °r Lic-s':�" ,v .GClP_ BELOW BOTTOM OF DRIVEWAY BASE 310 '=°` E°'" � ` � '� ° 'a, E c v� _ - .,ri �� bel`, . c"�°� 7�0�, Su MANHOLE COVERS TO BE SET AT GRADE. �• • stem- �c��c�Li°r� Law. 0 5 25 50 # ISSUE/REVISION DATE }r �i4t2Ct -d E Ix-or'S u?t kna 1 FOR REVIEW 08.28.19 VACANT GOLF S;?nture only good for initif LAND N/F OF LAUREL LINKS LTD. drav,,ing. Cr1,uoes, a'terat;^ra er r� 2 FOR PERMIT 09.17.19 COURSE. 150 visions to or r`-use of cr . i^ads Q; rti A Ct vi 1.- � 3 FOR CONSTRUCTION PERMIT a , tt, .,...,.. 11.08.19 oid k 4 REVISION 01.21.20 NOTE: N.J. MAZZAFERRO, P.E. DRAWN BY:ZEN ` OF NEI, PROFESSIONAL ENGINEER DATE SITE INFORMATION BASED ON SURVEY � J. P.1� s �P.O.P.O. BOX 57 GREENPORT NY 11944 PREPARED BY KENNETH M WOYCHUK p � r. 'f _ SCALE:1:100 516.457.5596 EMAIL:maz lin@msn.com LAND SURVEYING, PLLC. DATED JANN 2 y STORM DRAINAGE SHEET NO: 05y2019 �ooA "0. . ;a DINIZIO RESIDENCE ' 255 SIXTH STREET SP-2 �OFES51cP� LAUREL, NY 11948 DIST: 1000 SECT:126 BLOCK:7 LOT:2 S.C.T.M. NO. DISTRICT: 1000 SECTION: 126 BLOCK: 7 LOT(S):2 VACANT DWELLINGS GOLF COURSE W/PUBLIC WATER -150' 150'-;- U.P. i .� WATER MAIN STREET ► SIXTH 9 CL 27.0 CL 27.5 I N 69°13'10" E 60.33' ii ON. tx PIP EL 27.1 EL 27.0 1.8'E � 1.4'S 250.00 � LOT 38 0 rn �' o LOT 39 EXISTING SANITARY I o TO BE ABANDONED AND BACKRU D MM CLEAN COARSE I' 8 C SAND. i I o (71 fil EL 26.2 C OPD EL 0 O 14.2' ( X LAND N/F 18.0''' o: FC OF �- ( 0.4'E LAUREL LINKS LTD. :EXISTING;;',,;:.;.. :: I DWELLINGS a :: '. :. '.'1 ST6RY : '.;':';:N W/PUBLIC WATER : FftM. DWELLING;.'• •0 I VACANT #255 N 150'--�- GOLF COURSE '•2, BEDROOMS;: I FFL 28.6': 2 ✓' -+-150' ••• •� • I 32. \ I,s T 1'° t. L-j - , WOOD ,,r-- O `e' L =,� r'" �r.. � .. F : 6 C31 i''.L s ��= ;"'L_L✓ STOOP EL 25 EL 25.8 i I v EL 24.8 ONC. APRON L 25.4 0 5.8' :2450 .1' �+> 0--Lj EXISTING Q MIN cn :0`.1 1/2 C14 '.. GARAGE;:::;:•: N CLEANOUT PROPOSED BE1TR0 1 SANITARY SYSU z ELEV. 26.2 ;c,''• :' '::'i 1250 GAL ST '-• (!)8'002'DEEP LP. OL SANDY LOAM 0.3' 24,1.•, : x z O EL 24.8 � O BROWN SM LOAMY SAND 1.6 U N bo PALE ` BROWN EL 25.3 EL 24.5 MEDIUML Ica: CLEAN Dur SP SAND SLATE OR & SUITABLE OVER STOPPER END � X OR PLUG GRAVEL FC, p'S 4' CHAINLINK FENCE X { FC, 15.1' S 69°13'10" W 62.71 3.2S LOT 48 LOT 4s a0• ELBOW DWELLINGS e0• WYE I W/PUBLIC WATER 150FLOW- NO WATER REVISED 04-15-19 JAN. 10, 2019 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL K. WOYCHUK LS OWNER; KAREN KRAEBEL AHLERS LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS 255 6TH ST. AND OR DATA OBTAINED FROM OTHERS AREA: 9,228.20 SQ.FT. Of 0.21 ACRES LAUREL NY 11948 ELEVA77ON DA7UM: NAVD88 UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA71ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA770N LAW. COPIES OF THIS 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 THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TV77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARAIWE'ED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 38 CERTIFIED TO: KAREN KRAEBEL AHLERS; MAP OF: GEORGE I. TUTHILL & OTHERS SECTION 1 FILED: JANUARY 15, 1929 No.861 SITUATED AT: LAUREL TOWN OF: SOUTHOLD KENNETH M WOYCHU1 LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land i irveying and Design P.O. Bos 153 Aqueb)gue, New York 11931 FILE # 18-157 SCALE: 1"=20' DATE: JAN. 5, 2019PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S. 'LISC N0. 050882 meintainins the records of Robe J. Hennessy & Kenneth Y. Ooyck NOTE: 13'-6 1/2" 40 8'-0" 13'-6 1/2" - 1) ALL DIMENSIONS OF FLOOR - -- - -- - - - - PLANS ARE DRAWN TO FRAMING. _ I I N A-3 ® ® 2'-0" 10'-81/2" I I o 7'-6" I I 7'-6„ 4'-0" 13'-81/2" PORCH 6'-6" O I I O O O 1 .. ; ,11 _J L_ O O 100 � W I 19'-81/2" 31/2 14'-1.. i- - i---- O los u to of O � - J -------- U O ----- ----- c cr) r— '1 r— -7 U � FINISHED BASEMENT/BEDROOM LAUNDRY ti o I 8' FLAT CEILING --I I I I I los S I O O I I I S SKYLIGHT ABOVE D1 O I I I I I N v N I SHOWER o MECHANICAL/STORAGE ROOM 1 9' DROP CEILING io CM CM O o � M� o x@ ti u- 3 HR FIRE RATED DOOR clq i§TYPE X GYP. S WALLS&CEILING OIL BURNER FLUE ,-- AT MECH. RM. - \\� N UP 24x24x8 FOOTING. z TYP.@ EACH COLUMN a v� I H/CBATHROOM I 001 PLUMBING EJECTOR PIT R A36-W8x31 STEEL BEAM-CLEAR SPAN _I— (2)2x10 GIRDER 3'-0"x 3'-0"x 4'-0" DEEP o ci N v ��\ 8' FLAT CEILING ; WALK IN CLOSET q C? - --- M ; 107 ��\ ,' 0 8' FLAT CEILING �`> O M - - - - - - - - - - - - - U. C.) 'j -- ti o o N x@ x@ 105 •\i - N N O N M o 4"0 LALLY COLUMNS. 04 TYP. 1 10 MASTER BEDROOM BATHROOM F- O N 9' DROP CEILING O 8' FLAT CEILING o N 003 LIN 0 - 00 EGRESS WINDOW. TRAY CEILING N b' o SEE DETAIL BELOW N I I I - M (xV � I I I � � O rl M I I I J 'p I Q I I R � � b O DN I iO i iO 00 x @ N O N � I I I I LF � �---- ---� �--------� 0 ol 10 S 102 - (7 101 103 00 11'-9 1/2" 6'-111/2" I I I I I I - I I I I I I DN DN DN - -- - - --� - - -- - ------ ----- � - - - --- -- I I I I I I L -- - - - J L -- - - ----- -- ---- L - - ------I 000 -Nop 21'-9 1/2" 13'-O" 36'-0" BASEMENT FLOOR PLAN 1 A-3 1 SCALE: 1/4"= 1'-0" FIRST FLOOR PLAN 2 SCALE: 1/4f'= 1'-0" 5'-0" 4'-8" INTEGRATED LADDER _ MODULAR EGRESS WINDOW WELL BY WELLCRAFT EGRESS SYSTEMS. MODEL#5600 # ISSUE/REVISION DATE ti c i EGRESS WINDOW TO MEET NYS REQUIREMENTS: *MIN. CLEAR OPENING AREA OF 5.7 SQ/FT 1 FOR(REVIEW 08.28.19 ih *MIN. CLEAR OPENING WIDTH OF 20" *MIN. CLEAR OPENING HEIGHT OF 24" *MAX.SILL HEIGHT OF 44"AFF 2 FOR IDOH PERMIT 09.27.19 SYMBOL LEGEND SMOKE DETECTOR EGRESS WINDOW DETAIL CM � N.J. MAZZAFERRO, P.E. CARBON MONOXIDE DETECTOR DRAWN BY:ZEN .3 t of nr��W --o PROFESSIONAL ENGINEER SCALE: 1/2"= 1'-0" �qP J. Mq2 r DATE P.O. 1301X 57, GREENPORT NY, 11944 516.457.5596 EMAIL:ma;!-Iin@msn.com SCALE:1/4"=1'-0" Lr FLOOR PLANS SHEET NO: NEW DOOR ROFESSIONP� DINIZIO RESIDENCE 255 SIXTH STREET LAUREL, NY 11948 A-1 DIST: 10000 SECT:126 BLOCK:? LOT:2 BLACK STANDING SEEM ROOF.OVER SKYLIGHTS.TYP. PORCH ONLY RIDGE 6 12 4 op ZN _._........._..._...____""-""_"."------..---------._,...._._.........."._... — — —— — — —— — ——— — —————— — — — — — — — — — — — —— ———— ——— — ——— — — — TOP OFFIRST FLOOR rOP OF PORCH GRADE +I GRADE FRONT ELEVATION SIDE ELEVATION 1 3 SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" ____»__ . --- . -- _ __ .__ . __._.. ____- _ _,.._ ,___.__. _._,,.-,_ » _.._._ _-___._ . NEW TIM BERTEX ARCHITECTURAL INSTALL NEW SHINGLE (COLOR AS SELECTED) AUTOMATED RIDGE 12 ----------- . _ . _.. . ____..__ . . ___ _,_...._____ . — , . _....-__ . _ . . .__.. VENT BEHIND - _: 6 _ , _.._ . . . _ ,. _ . .__— PAINTED LOUVERS. _. -- . _ _ _`- BLACK STANDING SEEM ROOF. OVER PORCH ONLY _.__...._._". -.__.""----"_. .......". . ._._.__._. . ..___... ..,. . "__-_-_"_. . ___._...__... . .-____.._.._ . ...._..___ . -------— . _"..-.._,_-. . _ -_....__.__. ............. SOFFIT VINYL SIDING AS SELECTED BY CLIENT _ ol ----------------------- PATIO&STEPS _-- MATERIAL??? TOP OFPORCH GRADE REAR ELEVATION SIDE ELEVATION 2 4 SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" # ISSUE/REVISION DATE 1 PERMITSET 11.20.19 N.J. MAZZAFERRO, P.E. DRAWN BY:ZEN S�Pj� OF Wk PROFESSIONAL ENGINEER J. M ZZ �p DATE P.O. BOX 57, GREENPORT NY, 11944 n ra p 516.457.5596 EMAIL:maz-lin@msn.com SCALE:1/4"=1'0" M 4,o x"g ��z ELEVATIONS SHEET NO: O 570 A�OressIONP�'� DINIZIO RESIDENCE 255 SIXTH STREET LAUREL, NY 11948 A-2 DIST: 1000 SECT:126 BLOCK:? LOT:2 2x12 RIDGE BOARD W/VENT CAP 2x8 COLLAR TIES @ 16"O.C. - 2x10 RAFTERS @ 16"O.C. ASPHALT ROOF SHINGLES OVER 30#FELT $" PLYWOOD SHEATHING 12 OVER ROOF RAFTERS R-49 INSULATION 1"VENTILATION c? PASSAGE WAY in ALUMINUM GUTTERS ZD &DOWNSPOUTS TO MATCH EXISTING CONTINUOUSLY VENTED VINYL SOFFIT / \ VINYL SIDING OVER 15# / \ FELT TO MATCH EXISTING / \ 1/2" PLYWOOD SHEATHING 00 2x6 WOOD FRAMING @ 16"O.C.W/R-23 FOIL FACED BATT INSULATION. \ / WOOD FRAME PATIO& \ / STEPS.TREX-AS SELECTED \ / i BY CLIENT \ / — N ei +I �1=I _11 M1 I 1 — 2x8 TREATED PLATES W/2" DIA.X =I —III—III-1 I vl „ I I S 1Tf TfT� 18 LONG ANCHOR BOLTS @ 30 O.C. III=ITI—I I— �. I 1T��f1T l_TII MIN.ON GALV.TERMITE SHIELD DROP CEILING 8'CLEAR =11T=1 I(=1_TI-1 I f(-1 I 1=1Tf—I 1=1T_I=1 ff-1 I �~ I ITI 111Mi 1 j II I ILII (2)#6 BARS TOP&BOTTOM -.�. d�l• I.TI ITI I I�I I� o 8„ POURED CONCRETE FOUNDATION TI—T—I I I�I I I—T=T�� ' WALL W/#4 REBAR 24”O.C. BOTH °' DIRECTIONS I I— =I I I-1T_I II I ITI I II II I IIIII I d.d —III—I I � ; • �. 1=1T_I=1_TI=1I1= 2x4 WOOD FRAMING @ 16"O.C.W/R-13 BATT T • � INSULATION. –I I I-1_-1 I I=I I A K , I TII I ITI I I-1 I II II I-III—III—III , I=1I1=1I1=1II- - i Al = mfl I III 1=1T_II I ¢ I I-1Tf-111 I-1T_I=�f 1Tf= 4 CONC.SLAB OVER .6 MIL POLY VAPOR BARRIER OVER 6" —�=1 I—T • I=I 1=I 1=I I= COMPACTED SAND&GRAVELI– BASE • III—III—I� 12"x16"CONCRETE FOOTING- CONTINUOUS W/(2)#4 —III—I I 1=1 III—III—I i I-1 11=1 -I I 1=1 I I—I 11=1 I I—I �.� 1 I f—ITI=ITI- :L f I 1=ITI— _ I—III-1-1 11=1 11= 1=111=J=T=� --lll= - REBARS. 4000 PSI CONCRETE. -T—I F =1-1=I I 1=1 11_ I (��-1� I J=1 —111 1 1—IT�—I I--NI �. rfT=—If I I I=1 11=1If--1I1=1T1--I_�l= 1—L=1 11= =1 11=1 11=1 I I I I 1=1 11=1 11=1 11=TIS ,I IM I I-1 I I_ I11.— I IIII II IIT_L�ITI II II li # ISSUE/REVISION DATE r1Z1=, 1 I ITI III 1�11�1 I I I .I��- 3.2. ,-0„ •rL1�I, 1 FOR REVIEW 08.28.19 2 FOR PERMIT 09.17.19 0 SCALE: 1/2" = 1'-0" N.J. MAZZAFERRO, P.E. DRAWN BY:ZEN sOF N1tv - PROFESSIONAL ENGINEER DATE J. 1 P.O. BOX 57, GREENPORT NY, 11944 �- 516.457.5596 EMAIL:maz lin@msn.com SCALE:1/2"=1'-0" Fra-- `.e,y p ..gar P) SECTION` ` SHEET N0: do• :�•`�� rh c �. SECTION O 051 DINIZIO RESIDENCE ' ;°FesslaNP� 255 SIXTH STREET LAUREL, NY 11948 A-3 DIST: 1000 SECT:126 BLOCK:? LOT:2 ROOF n 4"THRU ROOF n 4"THRU ROOF III III , I 1 _ I I 1112 V RAFTER KITCHEN BATH I I I I € I NEOPRENE GASKET TOP PLATE ROOF JACK 1112 V 11112 V i 11/2 V i 11/2 V i 11/2 V \ WALL STUD ROOFING LAPS FLASHING \ LAV AT SIDES AND TOP LAV I , I , I O.A.I. iW.C. FLASHING LAPS ROOFING 1ST FLOOR °W 1-1/2" MACH i i SHWR WA SH 1 I AT BOTTOM LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT TO EACH RAFTER I i " 2" 2" PLATE 2 2 W i ROOF JACKS&VENTS DETAIL 2" i PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES ix C.O. TO EACH STUD 4„ 3113„ 3" TO APPROVED SANITARY BATH DISPOSAL SYSTEM ` '-- , I � I I i I I 1 I I i 11/2 V 11/2 V 11/2 V I € I I I i I € t I I LAV € I I I I i I I 1 I € i W.C. I 1 I BASEMENT i TUB I RIDGE CAP\ MATERIAL AS SAME RAFTER ROOFING NAILED TO 2" 2" 2" THROUGH VENT SHEATHING TOP PLATE - C.O. 311 WALL STUD RAFTERS 4" DUEL PRE-MANUFACTURED KEEP SHEATHING EJECTOR RIDGE VENT FOLDS MIN. 1-1/2" FROM LOCATION USP NUMBER DESCRIPTION APPLICATION RISER DIAGRAM PUMP OVER RIDGE TOS PEAK TO ALLOW 4"-6" RT10 10-3/4"x 18ga CONNECT TO EACH RAFTER CONFORM TO SLOPE FREE AIR PASSAGE OF ROOF TYDOWN ANCHOR 1 SCALE: NTS 6"-12" RT20 21-1/8"x 20ga CONNECT TO EACH RAFTER TYDOWN ANCHOR <- O - - ------ -- --- ___f---- ---------- O O --------------------------------------------------0__(�------------------------- ----------------------I y , J i ---------------------------------------� ; ;--------------------- ----------------- ;;= FASTENER TYPE: SPACING: I I � I I I I 1 1 I It 1 I 1 i THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR �€ IE No.8 WOOD-SCREW BASED 16"O.C. O O � O � O O 'i {Y 1 IF 1 I I I I t Oq t; ANCHOR WITH 21N. `-� - -- -- +- -- -- -�----- -�! VENTILATION CHANNEL AS REQ. II C- - - *-----`-- -------- I I I I , • -((' -1 EMBEDMENT LENGTH Q I + II f "D.C. I I I I I ((( 7} RAFTERS MAINTAIN VENTILATION No. -SCREWS BASED 16 . . 10 WOODt2x4 LEDGER LEDGER ANCHOR WITH 21N. t t t \ BLOCKING EMBEDMENT LENGTH O t t O i O b t O � � O 1 0 ? t °?11I'I11I'I L-t-t-"---- -----i----- -----L--;- ------ � ----! .;�--11t^ q1I1;1I'•.;tl III 1II III II1 II1 1I1 !III 2x4 SO F FIT JOIST 0; ii16"O.C.Lw--- 1„ DIA LAGSCREW BASED FASCIA RAFTERANCHOR WITH 21N. GUTTER t I t I t I I EMBEDMENT LENGTH. CONTIN.SCREENED VENT 1 t CONTIN.SOFFIT • I;• I I I I I I I 1 0 t 0 I O Q t O 1 1 0 /EXT. PLYWOOD t ? t ' ATTIC SHALL BE PROVIDED WITH A I I 1 II MIN. NET FREE VENTILATING AREA ill I 1 I I I I O"11 t O t t RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION II I 1 I I I I I I 1 NOT LESS THAN-I-OF THE AREA 1„ 2x4 DF#2 STUDS t ; 150 ROOF VENTILATION SOFFITED „ 1 2 APA RATED SHEATHING OF THE SPACE VENTILATED.ALL / 2x6-2x8 LS26 18 a SLOPE HANGER APPLY TO EACH RAFTER LEDGER 1 1 EAVE DETAIL g / 11 GRADE PLYWOOD t t t 1 OPENINGS SHALL BE COVERED RNATIVE: L"O.S.B.)(ALTE WITH CORROSION-RESISTANT 4" APA PLYWOOD SHEATHING ; O ; O ; O ; O �„ 2x10 LS210 189a.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER OPENINGS 0 N METAL MESH F a I 0 ; L� _A—_ _ a WINDOWSILL ! i DIMENSION. t 1 1 t t t I I t I I I I I I I I I I I I I I I I I � I t � '1 Oi 0 ; Obi 0 i0 FASTENER TYPE: SPACING: No.8 WOOD-SCREW BASED 8"O.C. ANCHOR WITH 21N. I 1 t t t WP. WINDOW OPENING EMBEDMENT LENGTH O 1 O Q O j O ; � 2 No. 10 WOOD-SCREWS BASED 8"O.C. I t PANEL SPAN EQUAL OR SMALLER THAN 4 FEET ANCHOR WITH 21N. `-------------- -- ---------------------j � `---------------------------------------j t EMBEDMENT LENGTH t 0 4" O 01 O t O # ISSUE/REVISION DATE DIA LAGSCREW BASED 16"O.C. ANCHOR WITH 21N. EMBEDMENT LENGTH. 1 FOR PERMIT 11.20.19 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 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL OF NEI,,, LOCATION USP NUMBER DESCRIPTION APPLICATION PROFESSIONAL PROFESSIONAL ENGINEER DATE AS PER SEC. 1609.1.2, 2015 IBC&NYS 2017 SUPPLEMENT:ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) ROOF LSTA24 1-1/4"x24"20GA.STRAP APPLY OVER RIDGE TO EACH RAFTER �`R' a�� P.O. BOX 57, GREENPORT NY, 11944 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF-L" 0 516.457.5596 EMAIL:maz—lin@msn.com SCALE:NTS= yrg e AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO � +-,� � STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO c� SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4.OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR �a o b510c5 `; RISER DIAGRAM & DETAILS SHEET N0: DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE Vii:`�FesslaN�� DINIZIO RESIDENCE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 255 SIXTH STREET A-5 LAUREL, NY 11948 DIST: 1000 SECT:126 BLOCK:? LOT:2 SUBFLOOR 2ND FLOOR WALL JOIST STEEL BEAM ill SUBFLOOR WOOD JOISTS 4" DIA MAXIMUM 2x6/2x8 CONTINUOUS WOOD PLATE BOLTED TO STEEL BEAM IST FLOOR WALL C SUBFLOOR WITH 1" DIA. BOLTS @48"O.C.STAG JOIST 4"x 4"x 8"STEEL TOP AND BOTTOM PLATE STEEL BEAM WITH Y'x 6"ANCHOR BOLT 2"GROUT STRAPPING TO BE ATTACHED TO WALL STUDS @ 48" PLATE(BOLTED TO BEAM) 3"STEEL COLUMN (10 KIPS) Q OC AND ALL WINDOW/DOOR OPENING JACK STUDS M FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION 4"-8" LSTA36 1-1/4"x36" 18ga.STRAP INSTALL 4'0"O.C.AND JACK STUDS ON ALL OPENINGS NOTCH JOIST AND ADJUST HEIGHT(WITH A 11 _ NAILING PLATE IF NEEDED)TO BE APROX.2 TYPICAL BEAM DETAIL 8"-16" 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 KEEP JOISTS ALIGNED) STAIR RAILING KING STUD ENDWALL o . CRIPPLE STUD 4"DIA MAXIMUM SIDEWALL WOOD JOIST HEADER FLOOR USP NUMBER DESCRIPTION APPLICATION GIRDER/HEADER --• JACK STUDS Z IST ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS 0 TO FOUNDATION W/ANCHOR BOLTS M SPLICED JOISTS OVER HEADER/GIRDER 2ND ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS ON BOTH BOT. PLATE OF 2ND FLOOR LOCATION USP NUMBER DESCRIPTION APPLICATION AND TOP PLATES OF 1ST FL.CONNECT JOIST TO RT10 TYDOWN CONNECT TO 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) a SHIELD SILL GASKET ' FOUNDATION ANCHOR BOLT EMBEDMENT: POURED CONCRETE: 7" BLOCK WALL: 15" ' WOOD JOIST STRAPPING TO BE ATTACHED TO WALL STUDS @ 48" USE WITH 3x3 SQUARE WASHERS OC AND ALL WINDOW/DOOR OPENING JACK STUDS (USP LBPS58) BLOCKING P844 POST ANCHOR FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ANCHOR BOLT CONNECTION FOUNDATION 8" DIA ANCHOR BOLT WOOD GIRDER CONC.SLAB(AS REQ.) 4"-8" LSTA24 1-1/4"x24"20ga.STRAP INSTALL 4'0"O.C.AND JACK SUPPORTING MAXIMUM SPACING El STUDS ON ALL OPENINGS SILL PLATE TO FOUNDATION 1 STORY 72"OC " (CRAWL SPACE OR FND) ' 8"-14" LSTA3C 1-1/4"x30" 18ga.STRAP INSTALL 4'0"O.C.AND JACK SILL PLATE TO FOUNDATION 2 STORY PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPACED DECK PIER PER PLAN STUDS ON ALL OPENINGS 36"OC AND OVER OVER BEARING WALLS AND HEADERS. Z 'a 8" DIA " (CRAWL SPACE OR FND) CONC. 14"-16" LSTA36 1-1/4"x36" 18ga.STRAP INSTALL 4'0"O.C.AND JACK o WALL BOTTOM PLATE TO 1-2 STORY � PIER '� STUDS ON ALL OPENINGS FND.(SLAB ON GRADE) 57"OC CONC-SLAB 6 MIL. POLY # ISSUE/REVISION DATE GRANULAR FILL TYP.CONC. FND. DAMPPRCOF STEEL COLUMN 1 FOR PERMIT 11.20.19 EXTERIOR 6MIL POLY ON EXT. CONC.SLAB M `. WOOD JOIST y5 COMPACT FILL `{s KEYWAY FOOTING,_; 7. , ' £"� GIRDER/HEADER —• CONC. FOOTING. "b WOOD JOIST 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"CONC. FOOTING SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX.2" HIGHER THAN LVL HEADERS TO OF NE, PROFESSIONAL ENGINEER TYPICAL CONC. FOUNDATION APPLY PILASTERS ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS. 1� DATE WHERE NEEDED FOR STRUCTURAL BRACING. J' M z9��T P.O. BOX 57, GREENPORT NY, 11944 SCALE:516.457.5596 EMAIL:maz—lin@msn.com NTS •gipLj DETAILS SHEET N0: G� DINIZIO RESIDENCE AROFESSIONTN-E 255 SIXTH STREET LAUREL, NY 11948 A-6 DIST: 1000 SECT:126 BLOCK:7 LOT:2