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HomeMy WebLinkAbout46339-Z u� ��o�og11EFOL�-coGy Town of Southold 12/29/2021 P.O.Box 1179 o - � 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42654 Date: 12/29/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1240 Inlet Ln, Greenport SCTM#: 473889 Sec/Block/Lot: 36.-2-24 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/11/2019 pursuant to which Building Permit No. 46339 dated . 6/3/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including stoop, decks and finished basement,to existing singley dwellingwith 4 bedrooms as applied for. The certificate is issued to 1240 Gull Pond LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46339 11/10/2021 PLUMBERS CERTIFICATION DATED 8/24/2021 tj KjeqrgcBerry Jr A o iz gnature I.,'I TOWN OF SOUTHOLD BUILDING DEPARTMENT a 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#: 46339 Date: 6/3/2021 Permission is hereby granted to: 1240 Gull Pond LLC 115 Sutton St Brooklyn, NY 11222 To: construct interior alterations to an existing single family dwelling as applied for. Replaces BP 43567. Amended 8/1/19 for additions/alterations per DEC approval. Amended 3/5/20 for deck & stoop reconstruction per DEC & Trustees. At premises located at: 1240 Inlet Ln, Greenport SCTM #473889 Sec/Block/Lot# 36.-2-24 Pursuant to application dated 2/11/2019 and approved by the Building Inspector. To expire on 12/3/2022. Fees: PERNIIT RENEWAL $181.60 Total: $181.60 Building Inspec or TOWN OF SOUTHOLD �So�Fnc,rc�G BUILDING DEPARTMENT cn 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#: 43567 Date: 3/19/2019 Permission is hereby granted to: Clempner Laura Trust 1240 Inlet Ln Ext Greenport, NY 11944 To: construct interior alterations ONLY to an existing single-family dwelling as applied for. At premises located at: 1240 Inlet Ln., Greenport SCTM # 473889 Sec/Block/Lot# 36.-2-24 Pursuant to application dated 2/11/2019 and approved by the Building Inspector. To expire on 9/17/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $313.20 CO -ALTERATION TO DWELLING $50.00 Total: $363.20 B u i in ector 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 lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 �f Date. New Construction: Old or Pre-existing Building: C (check one) Location of Property: f z4ea // `ZIILC ��212 ���/w/ House No. Street Hamlet Owner or Owners of Property: 5- �2 Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. ` cJl� Date o`f Permit. Applicant: Health Dept.Approval: /V G Underwriters Approval: Planning Board Approval: 111111 r Request for: Temporary Certificate Final Certificate: K (check one) Fee Submitted: $ Applicant Signature OF SO!/jyol Town Hall Annex ~ Telephone(631)765-1802 ( 54375 Main Road Fax(631)765-9502 I P.O.Box 1179 Q sean.deviin(cD-town.southold.ny.us Southold,NY 11971-0959 A NV BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 1240 Gull Pond LLC Address: 1240 Inlet Ln city:Greenport st: NY zip: 11944 Building Permit* 46339 Section: 36 Block: 2 Lot: 24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 72 Ceiling Fixtures 4 Bath Exhaust Fan 3 Service 3 ph Hot Water Elec GFCI Recpt 12 Wall Fixtures 10 Smoke Detectors Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 129 CO2 Detectors Sub Panel X2 A/C Blower 3 Range Recpt Gas Ceiling Fan Combo Smoke/CO 7 Transformer UC Lights 32' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 46 4'LED Exit Fixtures 11 Pump Other Equipment: 38' Track Lighting, Hood, Fridge, Micro, Cooktop, FloorHeat 4, Towel Warmer 2 , Rain Head LED, LED Mirror, DW, W/D, Fridge Condensor Notes: New Two Story Finished Basement Inspector Signature: ,✓' Date: November 10, 2021 S.Devlin-Cert Electrical Compliance Form n solm Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 t��Q�liVl�t,� D CabBUILDING DEPARTMENT TOWN OF SOUTHOLD AUG 2 4 2021 BIIILD NG DEPT. TOWN OF SOTJTHC)ITD CERTIFICATION i Date: Building Permit No. Owner: An,_4renes (Please print) Plumber: ? t°0-�-4 e_X����,/ Zl (Please print) 1 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Lumbers ai ature) Sworn to before me this day of —, 20__ Notary Public, &;-40 - County- VICKI'L BERRY Notary.Public- State of New Ydfik No. 01 BE6070081 Qualified in Suffolk County Cornmission Expire ) a -z--; «_ _,J OF 500ryo �e77:5-6 7 # TOWN OF SOUTHOLD BUILDING DEPT. co,Hn��`' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] CAULKING REMARKS: H vol "gcX&I c, DATE INSPECTOR apF SOOT # * TOWN OF SOUTHOLD BUILDING DEPT. °`ycnurme�' 765-1802 . . .-INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ rSULATION/CAULKING FRAMING /STRAPPING [ NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY"INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: roSw, t &_ mV-6 -Gv4-& w r4ws . i vyr►h � n S �i- S C9 Yw �f /IA14v Aq S 'vS_ t�-KP.vt wk ,_ .0 Lao% DATE INSPECTOR 1 0FS0Ulyo� �� / �� I�V �•�� �Q`� * # TOWN OF S.OUTHOLD`BUILDING DEPT. °y u�m,� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL „[ ] FIREPLACE"& CHIMNEY [ ] FIRE SAFETY"INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ `] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: -�/l��` ov s-nAk �NAcr, covbcii ior-m Ao, a Lr- w a 44a�n bAj"o AA -go rr -3k) (4-ofjA- DATE :to) INSPECTOR �►�J - w pF SOUTLi V `,�J - - - # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouMv '' 765-1802 INSPECTION 1 [ '] 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: - -V&itwxler _ 4 e r,,r ,Elyli A& U� 'S,f J,�m C44) &V�� ;?Ja&2C- AWi-- k/ liz r �r t I //[,I L-�IAQI C, .,W IZZr 0;/- 0 U O �c IN QtL 0 trT lq4- c iJ�- VoTad DATE , , 1711 INSPECTOR - �o��OFSOUTyO� Ll 6 7 / �ZLf a t Mtvr/-r # # TOWN OF SOUTHOLD BUILDING DEPT. courm� 765-1802 INSPECTION [ ] FOUNDATION IST [ ]. ROUGH PLBG. 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DEERKOSKI P.E. 260Deer Drive I-j" Mattituck,NY 11952 N 2 8 2021 (631) 774 7355 B JAL DING D.PT, Date: June 23, 2021 T,=�E''"• r„(y,�' To: Andy Pfanner Re: Framing, Insulation Inspection Permit# 1*5% 9(p 3 3 j 1240 Inlet La. Greenport,NY To Whom It May Concern: This letter certifies that Framing, Strapping, Plumbing, and Insulation inspections were performed on the above mentioned renovation and All framing, strapping,plumbing, and insulation were installed as per plans and meet all State and Local Building Codes. Also a pressure test was performed on the ent'r Plumbing systems. Any questions feel free to call. Si cerely, e J Deerkoski P.E. • ��OF NFA SIDE- �slo�P� 1 J Air Leakage Test Report In compliance with ASTM E-779-10 (2019) HAMPTON HOME PERFORMANCE, LLC - p Single Family Detached Building Address: 1240 Inlet In D c5 Greenport,Suffolk D NY AUG 2 4 2021 USA 11944 BUILDING DEPT. TOWN OF SOUTHOLD Test Date: 2021-02-05 File: ASTM2019 2021-02-05 1103 inlet greenport Page 1 of 9 2/18/2021 C:\Users\Owner\Documents\R etrot ec\Reports\ASTM2019 2021-02-05 1103 inlet greenport[2021-02-18 1907].docx Summary Single Family Detached FanTestic version:5.11.79 licensed to: Nu-Tech Energy Solutions Test date: 2021-02-05 Contact: Pete Vargo Customer: Building Lot Number: Building address: 1240 Inlet In Greenport,Suffolk NY USA 11944 Building and Test Information Test file name: ASTM2019 2021-02-05 1103 inlet greenport Building volume [cu ft]: 39,420 Envelope Area [sq ft]: 7,818 Floor Area [sq ft]: 4,380 Building Height(from ground to top) [ft]: 20 Results CFM at 50 Pa: 382.01 Leakage Area (EgLA) [sq in]: 42.55 Leakage Area (EfLA) [sq in]: .60 Air Changes'per 21 hour ACH50 0.11 58 Compliance: PASS NY-ECCC 2016 <=3.OACHso Page 2 of 9 2/18/2021 C:\Users\Owner\Documents\Retrotec\Reports\ASTM2019 2021-02-05 1103 inlet greenport[2021-02-181907I.docx Building Information Single Family Detached Building Measurements Building Volume [cu ft]: 39,420 Envelope Area (AE) [sq ft]: 7,818 (defined as the area of external walls plus the area of the roof and ground floor.) Net Floor Area (Af) [sq ft]: 4,380 Building Height(from ground to top) [ft]: 20 Heating/Ventilation System HVAC Systems Present: Pictures f 3� � C T 5 Test Method All intentional openings were set to the operating condition expected during occupancy. Discussion of Results Leakage rate The measured air flow at a test pressure of 50 Pa was 382.01 CFM which equates to an equivalent leakage area of 42.55 sq in, based on adding up the leakage from all the holes and cracks in the exterior. This leakage also equates to a one inch gap, 3.55 feet long. Your home leaks as if there is one hole this size in the wall. Air leakage in your ducts to the outdoors was not measured in this test but can greatly increase the above loss rate and can also cause air quality problems. Repairing this type of duct leakage should be the first priority. Page 3 of 9 2/18/2021 C:\Users\Owner\Documents\Retrotec\Reports\ASTM2019 2021-02-05 1103 inlet greenport[2021-02-18 1907].docx Safety concerns Your home may already be suffering from air quality problems due to pollutant sources. A proper whole house diagnostic routine by a certified tester will go a long way to identifying solutions. Whenever changes are made to house and duct leakage, a thorough evaluation of the"house as a system"will optimize comfort, energy and air quality while ensuring a higher degree of safety and protecting the integrity of the structure of your home. Ventilation The air in your home will be replaced with outdoor air every 103.19 minutes on average. That is about 0.58 air changes each hour. This air change rate will provide annual per person ventilation of 6 CFM of fresh air each hour which is not sufficient. According to the ASHRAE standard 62.2,your home,with windows and doors closed, requires an additional continuous ventilation of 81.3 CFM for 24-hours each day or 325.2 CFM for 6 hours. Bringing in air from a clean outdoor location and removing stale indoor air from kitchens, bathrooms and other locations will improve air quality. Cost of air leakage The air leakage rate in your home costs an estimated$39.96 per year in winter and$3.01 in summer using the Lawrence Berkeley labs calculation technique. Combined Test Data (Tested in one direction only) Results Uncertainty Air flowsTP, [CFM at 50] 382.01 +/-1.5% Air change rate at 50 Pa [/h] 0.58 +/-1.5% Flow per unit floor area at 50 0.087 +/-1.5% [CFM/sq ft] Flow per unit envelope area at 50 0.049 +/-1.5% [CFM/sq ft] Equivalent leakage area at 10 Pa 42.55 +/-2.3% [sq in] LBL Effective leakage area at 4 Pa 23.60 +/-4.0% [sq in] LEED Permeability at 4 Pa [sq in/ 0.3021 +/-4.0% 100 sq ft] Infiltration Results Infiltration effects for NY-NYC-La Guardia (USA) Winter design: 30.4 CFM 0.05 ACH Summer design: 25.8 CFM 0.04 ACH Infiltration cost: $39.96 for heat $3.01 for cooling Estimated annual 30.1 CFM 0.05 ACH infiltration: 6 CFM per person Required mechanical 81.3 CFM for 24 hours ventilation: Page 4 of 9 2/18/2021 C:\Users\Owner\Documents\Retrotec\Reports\ASTM20192021-02-051103 inlet greenport[2021-02-18 1907].docx Air Leakage Test Data Appendix- Single Family Detached Depressurize Data Set Test Dataset Date: 2021-02-05 Start time: 10:50:37 Environmental Conditions Wind speed: 0 from the Operator Location: Inside the building Initial Bias Pressure: -2.08 Pa Final Bias Pressure: -2.06 Pa Average Bias Pressure: -2.07 Pa Initial Temperature: indoors:72°F outdoors:40°F Final Temperature: indoors:72°F outdoors:40°F Test Analysis Results Uncertainty Height x Temperature difference: 640 ft T Air leakage coefficient,C: 36.0 CFM/Pa" +/-6.73 Exponent, n: 0.603 +/-3.1592 Correlation coefficient, r: 0.99900 Air flowsTP: 382.01 CFM at 50 Pa +/-1.5 Air change rate,ACH: 0.5814 air changes per hour at 50 Pa +/-1.5 Flow per unit floor area: 0.0872 CFM per sq ft +/-1.5 Flow per unit envelope area: 0.049 CFM per sq ft +/-1.5 Equivalent leakage area at 10 Pa [sq 42.57 +/-2.3 in] Effective leakage area at 4 Pa [sq in] 23.62 +/-4.0 LEED Permeability at 4 Pa [sq in/100 sq 0.3021 +/-4.0 ft] Measu -64.7 -53.9 -50.5 -46.1 -43.2 -38.1 -34.0 -27.3 -24.0 -19.3 -15.2 -10.7 red pressu re [Pa] Induce -62.6 -51.8 -48.5 -44.1 -41.1 -36.0 -32.0 -25.2 -22.0 -17.2 -13.1 -8.7 d Pressu re [Pa] #1, Fan 114.3 87.7 82.6 71.4 66.0 57.8 Range Press C4 u re [Pa] Flow 465.7 406.8 394.5 366.1 351.8 328.6 [CFM] #1, Fan 164.4 128.5 103.2 Range Press Page 5 of 9 2/18/2021 C:\Users\Owner\Documents\Retrotec\Reports\ASTM2019 2021-02-05 1103 inlet greenport[2021-02-181907].docx C2 ure [Pa] Flow 306.4 269.9 240.8 [CFM] #1, Fan 223.2 164.1 92.8 Range Press C1 ure [Pa] Flow 215.2 183.4 135.7 [CFM] Total 465.6 406.8 394.5 366.1 351.7 328.6 306.3 269.8 240.7 215.2 183.4 135.7 Flow 79 16 50 25 78 28 75 69 72 02 42 18 [CFM] Correc 438.2 382.8 371.2 344.5 331.0 309.2 288.3 253.9 226.5 202.5 172.6 127.7 ted 1 2 7 2 2 4 0 5 7 0 2 1 Flow [CFM] Error 1.4% -0.8% 0.2% -1.5% -1.4% -0.1% 0.0% 1.7% -1.4% 2.1% 2.5% -2.7% 12 induced pressures each taken for 20 of the required 20 seconds. 12 baseline pressures each taken for 10 of required 10 seconds. Average Baseline,AP: -2.07 Pa Static Pressure Averages: Average Baseline [Pa] AP-2.07 initial [Pa] AP01-2.08 AP01--2.08 AP01+0.00 final [Pa] AP02-2.06 AP02--2.06 AP02+0.00 Baseline, initial -1.50 -1.91 -2.53 -2.42 -2.48 -1.95 -3.12 -1.53 -1.95 -1.75 -1.59 -2.18 [Pa] Baseline,final -2.49 -1.67 -2.73 -2.49 -1.78 -1.80 -1.90 -1.76 -1.77 -1.88 -1.90 -2.55 [Pa] Page 6 of 9 2/18/2021 C:\Users\Owner\Documents\Retrotec\Reports\ASTM2019 2021-02-05 1103 inlet greenport[2021-02-18 19071.docx Flow vs Induced Pressure (Depressurize Set) 1000- . 7j� y Y ... .-................_..._.................................b............. ......_..... .... ... - .... — - -.......... i....... - I?epr rue r=a99900; v ........ ` '.._ ..._.........................._.............._...... . .. ........ 4+. . ......... .................___....... .__ ......__........ _.. _ ..... a 1 100 1 10 140 (Log)Pressure(Pa) Building Gauge Pressure (Depressurize Set) OF f 9 i V 4 i :3-34 � ML -44 -50 V % 3 � a 0 100 200 30 400 540 Time Page 7 of 9 2/18/2021 C:\Users\Owner\Documents\Retrotec\Reports\ASTM2019 2021-02-05 1103 inlet greenport[2021-02-181907].docx Test Equipment The following test equipment was used in the performance of the air leakage tests. Gauge � M Fan Fan sepal Fan location Gauge Gauge Calabration sena #1 Retrotec 1000 1FN002118 front door DM32 401288 Fan Calibration Certificate Retrotec 1000: Retrotec 1000 1FN002118 Fan last calibrated: (Flow Equation Parameters - 1FN002118131) . Published Flow Equation Parameters, Round 131. CFM Range n K K1 K2 K3 K4 MF Open(22) 0.5214 519.6183 -0.07 0.8 -0.115 1 8.6 A 0.503 264.9959 -0.075 1 0 1 12 B 0.5 174.8824 0 0.3 0 1 10 C8 0.5 78.5 -0.02 0.5 0.016 1 10 C6 0.505 61.3 0.054 0.5 0.004 1 10 C4 0.5077 42 0.009 0.5 0.0009 1 10 C2 0.52 22 0.11 0.5 -0.001 1 10 C1 0.541 11.9239 0.13 0.4 -0.0014 1 10 L4 0.48 4.0995 0.003 1 0.0004 1 10 L2 0.502 2.0678 0 0.5 0.0001 1 10 Ll 0.4925 1.1614 0.1 0.5 0.0001 1 10 Fan Pressure(FP) is the measured fan pressure when using a self-referenced fan or when Room Pressure (RP) is negative. If using a fan which is not self-referenced, and Room Pressure is positive, Fan Pressure is calculated by subtracting the measured Room Pressure from the Absolute Value of the Fan Pressure. If PrA>0 and fan is not self-referencing: FP= PrB I-PrA If PrA<0 or fan is self-referencing: FP= PrB Page 8 of 9 2/18/2021 C:\Users\Owner\Documents\Retrotec\Reports\ASTM2019 2021-02-05 1103 inlet greenport[2021-02-1819071.docx Flow calculations are not valid if Fan Pressure is less than either MF or(K2 x I RP 1). Flow in CFM using the above coefficients is calculated as follows for standard Ranges: flow = (FP-(IRPI x K1))1*4+ (K+ (K3x FP)) Page 9 of 9 2/18/2021 C:\Users\Owner\Documents\Retrotec\Reports\ASTM2019 2021-02-05 1103 inlet greenport[2021-02-1819071.docx Bunch, Connie From: mkimack2@verizon.net Sent: Tuesday,August 24, 20212:49 PM To: Bunch, Connie Subject: FW:ASTM2019 2021-02-05 1103 inlet greenport [2021-02-18 1907].pdf Attachments: ASTM2019 2021-02-05 1103 inlet greenport [2021-02-18 1907].pdf Hi Connie: Attached is the air pressure test for 1240 Gull Pond LLC. Best From:Office-SFA interiors<office@sfainteriors.com> Sent:Tuesday,August 24,20212:14 PM To: mkimack2@verizon.net Cc:Andy Pfanner<apfanner@aol.com> Subject:ASTM2019 2021-02-05 1103 inlet greenport [2021-02-18 1907].pdf Mike Attached please find Air Leakage Test Report for 1240 Inlet Ln. Best, Mariusz S FA interiors I n c. 115 Sutton Street, Brooklyn, NY 11222 t:713.383,4042 f: 713333,4033 i r • • • - • r FOUNDATION (IST) 'FOUNDATION v FRAMINGROUGH PLUMBING s , rNSULATION PER N.Y" , STATE ENERGY . . WAR IrAdle-I P1f�•l � � ,.1 ' Ipli mo, : ME"Ji.r/pli wo Sm art",I WiTM Ki i ► r • .,� >� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Suryey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 ® Single&Separate DD Truss Identification Form Storm-Water Assessment Form FEB 1 1 2019 Contact: _8 Approved 20 Mail to.-H/0 �'1'� Disapproved a/c '''" T�`'D'�i TOWN OF S® 31,D Phone: f lb's , 7 Expiration 7, 7-20 Ut Bui y spector APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 6jd 77 Name of owner of premises ' ®, '� � .�" �, '�, (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. •e m- Plumbers License No. 72W Electricians License No. tp- Other Trade's License No 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block Lot �c Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 2?ej 9�.. _Al i� ,,C,� 14 t/ b. Intended use and occupancAW—Alle y 3. Nature of work(check which applicable): New Building Addition Alteration_ Repair Removal Demolition _Other Work (Description) 4. Estimated Cost (To be 'aid on filing this application) 5. If dwelling, number of dwelling units ! Number of dwelling un`,ts�o�each floor) If garage, number of cars A/OAc ., fV IU 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Al 7. Dime nsions•of`existin stm tures, if an : Front ,� '` Rear,;;_? a Depth g Y 16� s ; p Height ���Number of Stories , Dimensions of same structure with alterations or additions: Front Cho Rear Depth 5!a 4- Height Number of Stories 8. Dimensions of entire new construction: Front 6 O,d Rear Depth Height �� -9 Number of Stories ) 9.� Size of lot: Front a,�, ,� Rear Z6'4: Depth 2X /F�®9��,��®���< 10. Date of Purchase �Z_110/20/1 Name of Former Owner 11. Zone or use district in which premises are situated R— 4 o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO X 01", dl1ii 14. Names of Owner of premise4,&, M'6F �/ Address VF Phone No. -T276&Z Name of Architect ZOARA,6 dr �E Address Z?A�94ZY Phone No (6!4l4 6,1J Name of Contractor ZZ2 Address 0)?04c[Y#A(Y 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 * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) e COUNTY OF JO S• being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the d�f-(Ji/y (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work'and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. . Sworn to before me this 14 day of LQL4 20_LCLL TRAGE-Y L. DWYER Notary Public NOTARY PUBLIC,STATE OF NEW YORK ignature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2 ,°rdi-Y"• =u->aNi'ri-r•..,_. �:4' � =... .- • '"� s"-;" ��9 t ,•r,_. _- .a�Ov s��`- a"i-i1°y s os 4 v BOARD OF SOUTHOLD-TOWN TRUSTEES f SOUTHOLD,NEW YORK PERMIT NO.9543 DATE: SEPTEMBER 18,2019 ISSUED TO 1240 GULL POND,LLC PROPERTY ADDRESS 1240 INLET LANE EXTENSION,GREENPORT r•►•of° SCTM#1000-36-2-24: AUTHORIZATION �< Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of jrustees adopted at the meeting held;on September 18, 2019 and m consideration of apphcatiop fee ui•the sum of$150.00 paid by f240 Gu11 Pond,LLC and subject to the •,1'1'° Terms and`Conditions as stated in file Resolution,.the Southold Town Board of'�rustees auttionzes and permits _ r - .the following: Wetland Permit for the removal of approximately 130 feet of existing wood sheathed bulkhead, whalers,.top cap,tie rods and 8" diam. pilings.Dispose of offsite.Install approx.130 lin. feet of new vinyl(medium s weight)bulkhead consisting of.tw'o'(2)W'z 6114 halers;one(1)4"k 6' back board;'IPE top cap,8'.'="diam. pressure s treated pilings @ 6,feet O.C:w/'/" galy.steel"tie_rods:connected;to 8'thick.,r wf 3/87 x 6"square steel back plate.Construct new four(4`)wide dock seaward from existing dock(EI 7.39')w/-a two tread staircase to El eee;e 5:5', a distance of 64 feet, w/ nine (9) sets of 8" pressure treated pilings @ 8 feeYO.C. (256 SY) Construct right . angle dock section four(4') in width.@ 32 feet in length,w/four (4)sets of.8" pressure treated pilings. (128 S.F) `I Install'a-YxV aluminum removable ramp(24 S:F), Constr,'`uct and install a 61i 20'` floating dock w/two(2) 10 pressure treated-pilings and one(1)batter:piling:w/(2):10'?;pressure:treated pilings.(120 S.F).Install four,,.(4)batter'. F. pilings consisting of(2)10" pressure treated pilings.Decking for,new fixed dock sections and t]oatingAockao be 5/4 "x 6" IPE wood w/stainless steel screw fasteners.Total new fixed dock,ramp and floating dock: 432 S.F.Remove 562.5 S.F.of existing wood decks•w/staircases and replace w/pressure treated wood framing and IPE wood decking °•/• w!spa nless's� to screw fast'�'ewerslRemove'396.3'S.F.of�remaining walkways and staircases and-replace°w%pressure '"e•°•�' treated wood framing and IPE woodtreads w/ stainless steel screw fasteners. Remove.-436 S.F::of existing wood loll° ' walkway/.deck w/ wood retaining wall and piers and replace w/223 lin. ft.+/- of 8 concrete retaining walls w/ r�rl1 footings, ,filled,w/gravel and topped w/1,1/2 -2" peastone O/E for pervious.wAlkWay/deck,area•Existingdeck_is 44ft in Ith.x 4 �width. (176 SF),with a wood bench(2ft.z 8:5 ft(17 SF)for a total of 93 SAF h connecting staircase is proposed to be removed and replaced as part of.the wood decks,walkways and staircases replacements. A part of 396 SF above).Reframe deck beams to fasten replacement decking of 5/4"x 6'IPE wood with stainless steel 11 d screw fasteners.Note:`overal el`zistmg fixed deck (193 SF) pled fixed deck extension; p a ramril floating e�• us propos -°" dock(432-SF) is 625,SF; remove two(29 48" and 20" caliper trees atahe base ofahe existing bulkhead and;between the new proposed bulkhead and concrete,retaining-wall..Replace•with four(4)31/2"-4"caliper Bloodgood Sycamore f_ °••° trees planted along the space between the new retainin wall and bulkhead;with file condition that dock will be built ' P g P . g rill entirely with thru-flo decking; and.as depicted on the survey prepared.by G&A;`Land Surveying Inc., received on September 5,2019 and stamped approved on September 18,2019. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,' y4 A and these'presents to be subscribed by a majority of the said Board as of the 18th day of September,2019. a� y l,ll *62F FNIN _ - _ �ts-d •►r�►� G.. a Cp Cay W r e,l•I•E O •' � ee••,e r ' 'fJ�l � . 1N1 � K.7rr'rra 1 . A'I��CCI 1,, ...n� 1 _ ,.�..e� a rl/� ��iM - NY I ii: 9 u'." - :•lid�►°I�i\ - TERMS AND'CONDITIONS The Permittee 1240 Gull Pond,LLC,residing at 1240 Inlet Lane Ext.,Greenport,New . York,as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board-of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a esult of any operation performed pursuant to this permit,and the,said Permittee will,at his or her own _.....: expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board-'of, Trustees of the Town of Southold: 2.-:. That this Permit'is valid for a period of 24 months,which is considered`to°be the estimated' time required to complete the work involved,but should circumstances warrant,request-for an extension;may be made to the Board at a,later date. That t is-Rerniitshould-be_retamed mnefinitely oras-long-as-the-said-Perinittee-wishes-to ----- ----- — maintairrthe structure,or project involved,to�provide evidence to anyone concerned that authorizatiort=was ori matt obtatiied— =--,- ---_ g ., . 4 That the work involved,will be subject to-the inspection and.approval,of the Board or rts<_:. agents;-and non-compliance.withthe provisionsofthe;originating applicationmay because for revocation of this Permit by resolution of the said Board.` ; 5. . ,. That,there will be no unreasonable`interference with navigation gas a result of the;work herein-authorized: 6. That there shall be no interference with`the right of the public fo pass`and repass"along the beachbetween high and-low water marks:_ 7. That if future operations,of the Town of Southold require the,removal:and/or alterations.in the location'of thework herein authorized; of.-if, in the opinioi of the Board of Trustees; the work shall cause unreasonable obstruction to_free-navigation,the`said Permittee will be required, upon.due notice;to remove or alter this; proiect herein stated without expenses to the Town of Southold. 8. That the said Board will benotif ed by the Permittee of the completion of thework authorized. 9. That the Permittee will obtain all,other permits and consents that may be required supplementalao fhis� ermit which may be subject to revoke upon:failure to obtain same. 10: No right to trespass or interferewith riparian rights. This permit does',;not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of;any rights, title, or interest in reap or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President' *QF S Town Ha11 11 Annex .. - - .— ---- — . S,-- -- —- --54375-Route 25. — A.Nicholas Krupski,Vice President P.O. Box 1179 John M.Bredemeyer III Southold,New York 11971 Michael J.Domino GTelephone(631) 765-1892 Greg V`TilliamsF'u (631) 765-6641 IV D COU01 DD BOARD OF TOWN TRUSTEES A U G 1 7 2021 TOWN OF 8OUTHOLD Bumamtrn CERTIFICATE OF COMPLIANCE # 1791C Date: January_26,2021 THIS CERTIFIES-that the removal of Wroximately 130 feet of existing wood sheathed bulkhead,whalers,top can tie rods and 9"diarn.pilings. Dispose of offsite. Install approx.130 linfeet of new yjM1(medium weight)bulkhead consisting of two (2) 6"x 65'whalers,one(1) 4"x 6"back board, IPE top cqp, 8" diampressure treated pilings @ 6 feet O.C.w/%19ALV--Steel tie rods connected to 8"thick retaining wall w/3/9"x 6"square steel back plate. Construct new four(4 `)wide dock seaward from existing dock(El. 7.3 9')w/a two tread staircase to El, 5.5 ,a distance of 64 feet,w/nine Q0)sets-of 8"pressure treated pilings.@ 8feet O.C.,(256 S.F.), Construct right angle dock section four(4')in width @ 32 feet in length,w/four(4)sets of 8" pressure treated pilings. (128 S;E).-Install a Yx 8' aluminum removable ramp(24 S.F.), Construct and install a 6'x 20 ' floating dock w/two (2) 10"pressure treated pilings and one(1) batter piling NW(2) 10"pressure treated vilings. (120 SY).Install four(4)batter pilings' consisting of(2) 10"pressure treated pilings.Decking for new fixed dock sections and floating dock to be 5/4"x 6"IPE wood w/stainless steel screw fasteners. Total new fixed dock,t=and floating dock- 432 S .Remove 562.5 S . of existing wood decks w/staircases and=lace w/ pressure treated wood framing and IPE wood decking wl stainless steel screw fasteners.Remove 596.3 S.F.'of remaining walkways and staircases and replace w/pressure treated wood framing' and IPE wood:treads w/stainless steel screw fasteners.Remove 436 S.F. of existing wood walkway/deck w/wood retaining wall and piers and=lace w/223 lin. ftj4-of 8"-concrete retainifig walls w/footings,filled w/gavel and 10PRed w/ f 1/2"-2"peastone O/E for pervious walkway/deck area. Existing deck is 44ftin length x 4 ftin width (176 SF)with a wood bench (2fts 8 5 ft( 17 SFS for a total of 193 SF. The connecting staircase is proposed to be removed and replaced as part of the wood decks,walkwaysreplacements. (part o 396 SF and staircases rp above).Reframe deck beams to*tastenjeXlacerhent decking of 5/4"k 6' IPE wood with stainless steel screw fasteners.Note: overall existing fixed deck(193 SF)plus proposed fixed deck extension,ramp and floating dock(432 SF) is 625 SF,• remove two L20 8"and 20"caliper trees at the base of the existing bulkhead and between the new proposed bulkhead and concrete retaining wall. Replace with four.(4)31/2"-4"caliper Bloodgood Sycarhore trees planted along the space between the new retaining wall and bulkhead; At 1240 Inlet Lane Extension, Greenport Suffolk County Tax Map#1000-36-2-24 Conforms to the application for a Trustees Permit heretofore_filed in this office Dated May 31,2019 pursuant to which Trustees Wetland Permit#9543 Dated September 18, 2019,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of approximately 130 feet of ekistinngwood sheathed bulkhead, whalers,top cap, tie rods and 8"diam. pilings.Dispose of offsite. Install approx.130 lin. feet of new vinyl (medium weightl bulkhead consistingof_two (2) 6"x 6"whalers,.one(1)4"x 6"back board, ^_ IPE top cap 8"dia'm pressure treate plia s(aT6fe- -O-C./ '4'ga .-steel tie-rods-com acted---- ---- to 8"thick retaining wall w/,3/8"x 6" square steel back plate. Construct new four(4 ` wide dock seaward from,existing dock(E1 .7 39')w/a two tread.staircase to El. 5.5', a distance of 64- feet w/nine 9) sets of 8"pressure treated pilings nay 8 feet O.C. (256 S.F.Z. Construct right angle dock section four(4') in width-@a 32 feet in length w/four(4) sets of 8"pressure treated pilings. (128 S F Install a 3'x 8•' aluminum removable ramp(24 S F.) Construct and install.a 6'x 20'` floating dock w/two (2) 10"pressure treated pilings and one(1)batter piling w/(2) 10" pressure treated_pilin4. �120 S F) Install four(4)*batter pilin sg consistiing of(2) 10".pressure treated,pilings. Decking for new fixed dock sections and floating_dock to be 5/4 "x 6"IPE.wood w/stainless steel-screw fasteners Total new fixed dock ramp and floating dock: 432 S.F. Remove 562.5 SR of existing wood decks whstaircases and replace w/pressure treated wood framing andIPE wood decking_W stainless steel screw fasteners. Remove 396.3,9.F. of . reniainuig walkkways and stdir&se"s and replace w/pressure treated wood,framing andIPE,wood treads w/stainless steel'screw i'asteners 'Remove 436 S F of existirig'wood walkway/deck w'/ 'wood"retairiin,-,g-wall-aiid:piers`and replace w/223 lin ft+/-of 8"concrete retain-9'.walls w/ footiri&"s_'filied w/ arg vel-and'h6ed-w/ 1 1/2"-2"peastone-O/E for pervious walkwayl'deelc area Existing deck is-44ft in length x 4 ft in width (176 SF)with a wood bench(2ft.x,.8:5 ft 17 9F)for a°-total'of 193 SF' The-connecting staircase is proposed to be removed and replaced as. part of the wood decks walkwa s and-staircases Mlacements part of 396•SF above).Reframe deck beams to'fasten replacemeint decking of 5/4"x 6' IPE wood with stainless steel screw .fasteners Note--overall existing fixed deck(193 SF)plus proposed fixed deck extension-ramp and'floating dock(432 SF)` is-625 SP,• remove two(20 8"and 20"caliper trees at the base=of the existing bulkhead and between the hewproposed bulkhead and concrete retaining wall.Replace with four 4) 31/2"-4"caliper Blood og od Sycamore trees planted along the space between the new retaining wall and bulkhead. The certificate is issued to 1240 Gull Pond,LLC owner of the aforesaid property, Authorized Signature NEW YORK STATE DEPARTMENT OF-ENVIRONMENTAL CONSERVATION s Facility DEC ID 1-4738-01725 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: Facility: 1240 GULL POND LLC 1240 GULL POND LLC PROPERTY 115 SUTTON ST 1240 INLET LNISCTM# 1000-36-2-24 BROOKLYN,NY 11222 GREENPORT,NY 11944 Facility Application Contact:: MICHAEL A KIMACK PO BOX 1047 SOUTHOLD,NY 11971-1047 (516) 658-6807 Facility Location: in SOUTHO.LD in SUFFOLK COUNTY Village: Greenport Facility Principal Reference:Point: NYTM-E: 722.409 NYTM-N: 4554.565 Latitude: 41"06'43.0" Longitude: 72°21'04.0" Project Location: 1240 Inlet-Lane - Watercourse- Gull Pond Authorized Activity: Construct addition and deck on existing single.-family dwelling. Remove and replace existing wood retaining wall and deck with concrete retaining wall and gravel. Remove:and replace, in kind, existing upper level deck„ stairs and walkway. All authorized activities must be in strict conformance with.the attached-plans stamped,NYSDEC approved on July 9, 2019. Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-01725/00003 New Permit Effective:Date: 7/9/2019 Expiration Date:' 7/8/2024 NYS]DEC Approval �. By acceptance of this permit, the permittee agrees that the permit is-contingent upon strict -- compliance with the ECL, all applicable regulations, and all conditions included.as part of this permit. Permit Administrator:LAURA F.STAR, Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11.790 -3409 Authorized Signature: C__, 7 Date / 1 / - Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738•-01725 Distribution List MICHAEL A KIMACK Marine Habitat Protection LAURA.F STAR Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO .ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITT'.EE OBLIGATIONS NATURAL RESOURCE PERMIT (: NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01725 8. Clean Fill Only All fill shall consist of clean Nand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 9. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used.to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 10. Backfilling All peripheral berms, cofferdams, rock revetments, seawalls, gabions, bulkheads or other approved shoreline stabilization structures shall be completed prior to placement of any fill material behind such structures. 11. Install, Maintain Erosion Controls Necessaiy erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in-place before any disturbance of.the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 12. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement theseapproved methods. 13. Maintain Erosion Controls All erosion control. devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 14. State Not Liable for Damage The State of New York shall in no.case be liable for any damage.or injury to the structure or work lierein authi:►rized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue, from any such damage. 15. State May Order Reinoval)or Alteration of Woik If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion.of the Department of Environmental Conservation it shall cause unreasonable obstruction to.the free navigation of said waters or flood flows_or-endanger the health, safety or welfare of.the people of the State, or cause loss or destruction of the natural resources of the State, the owner.may.be ordered by the Department to remove or alter the structural work, obstructions; or hazards caused thereby without expense to the State, and if, upon the expiration or revocation o:l'this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and.in such time and manner as the Department of Environmental Conservation may require, remove all or any.portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 16. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed, the,applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the: State of New York on account of any such removal or alteration. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION v Facility DEC ID 1-4738-01725 17. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Peter Groben, last revised May 9, 2019 and detail plan prepared by M.A. Kimack, dated May 3, 2019, stamped NYSDEC approved on July 9, 2019. Is. Precautions Against ContaminatioiI of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings., paints, concrete, leachate: or any other environmentally deleterious materials associated with the project. GENERAL CONDITI(1NS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or.facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71•- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. 'A copy of this permit, including all refere;ticed maps, drawings and special conditions,.must be available for inspection by the Department at all times at the project site or facility: Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to.Other Department Orders and Determinations Unless expressly provided for by the Department,.issuance cfthis permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The.permittee must submit a separate written application to the Department for permit renewal, modification or'transfer of this permit. Such application.must include am>>forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission'of applications for permit renewal, modification or transfer are to-'be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at.least 30 days before permit.expiration for the following permit authorizations: Tidal Wetlands. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION AM Facility DEC ID 1-4738-01725 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation:include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; C. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a nxaterial change in environmental conditions,-relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any ' provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER.PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives employees, and agents ("DEC") for all claims,suits, actions,and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or.operation and maintenance of;the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnif cation.does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's,own negligent or intentional acts or omissions, or to any claims,.suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice I:,aws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect,to the permitted activities, and such-persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that maybe required to carry out the activities that are authorized by this permit. Page 5 of-6 A® NEW YORK-STATE DEPARTMENT OF ENVIRONMENTALCONSERVATION v Facility DEC ID 1-4738-01725 Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a parry to the permit. Page 6 of 6 ---A. 1 - o��oF So�ryo� � o Town Hall Annex r; TelephcFe(631),765-1802; ! ,-.f [= �.: 54375 Main Road ' ' .,; s_- i; 1 r] 1 cn max(6 1),765=,g_bb2. ;L �, P.O.Box 1179 G� Q roger.richert(a�fowr:sautttld:liy.us 9 Southold,NY 11971-0959 Cfn, U OCT - 4 2019 BUILDING DEPARTMENT7,77, TOWN OF S s APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Q Company Name: ` Ifs tC, Lc- i Name: flU License No.: Li(406'8 ME, I: Address: ��iL l� - ►e � `�ti�i m Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: �F *Address: *Cross Street: *Phone No_: 2 66:3 V Permit No.: t Tax-Map District: 11000 Section: Block: _ *BRIEF DESCRIPTION OF WORK (Please Pr* Clearly) l (Please Circle All That Apply) 1 Is job ready for inspection: YE NO Rough i Final *Do-you need a Temp Certificate: YES! NO f Temp Information(if-needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I . *New Service: Re-connect. Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APOLICATION • � a � I t, 12 c 61"S 1 .82=Request for Inspection Form I f . r l ' ��OF SOUTyo Town Hall Annex Teleph�e(6311 7518021 V` r- I 544375 Main Road ,aaxx gg�� g�j 2$, P.O.Box 1179 G� roger.rlchertiOW6f15pUth6�a.hV 113 Southold,NY 11971-0959 �l y�pUH1�I,� QCT - 4 2 - `- i BUaDING DEPARTMENT n-� TOWN OFSOUTHOLD s ,�... ..:�.�•;:.�.�..a.<- •- ;."�' "...T;tea •.=: � ;; APPLICATION FOR ELECTRICAL.]NSPE. CTION i REQUESTED BY: Date: Q Company Name: kc3yf LLc— i Name: License No.: l 4 GK)65rn1 EYllq Address: (035 �e.�. ►�-I I `q5 . L Phone No.: "l— JOBS.ITE INFORMATION: (*Indicates required .information) *Name: _9 *Address: *Cross Street: -Phone No.: Permit No.: Tax Map District: 1 Section: 7Block: _ Lot: _ *BRIEF DESCRIPTION OF WORK (Please Pr nt Clearly) D/-fcj � y oJ (Please Circle All That Apply) y *Is job ready for inspection: YE NO Rough i Final *Do-you.need a Temp Certificate: YES! NO Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 '300 350 400 Other *New Service: Re-connect'. Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APDLICATION - F ' / a � . 1 � "quest for Inspection Form i PERMIT# AcWress: Switches it ,J�1 1 Outlets 1� GFI's I 1� Surfzfce Sconces - tq INH ts; UC Lts P,o04� 2 Fans Fridge HW to Oven DrYer -.Exhaust o : D . Smokes W erv�ce Carbon Miiiro 'I generator. ,.: orr�bo Cookto : TransfQ� per' Mini AH . `© C'e, - Comments: 1A - _ ` Nunemaker, Amanda From: Richter,Jamie Sent: Thursday,August 01,-2019 9:31 AM To: Verity, Mike; Nunemaker,Amanda; Rallis, Damon Cc: Collins, Michael Subject: Stormwater Review Follow Up Flag: Follow up Flag Status: Flagged Michael I have been backed up with other town projects and have not given the Stormwater Reviews the attention they deserve. If the plans were sent to Engineering more than ten working days ago and the applicants are calling please release them with the understanding that the stormwater review will follow. I will do my best to catch up and when I do we can terminate this temporary situation. Thank you for your attention to this matter. Jamie If you can please keep a running list of permits issued and include the Tax Map Number and send them to me by E-Mail. That way I have a record of who to contact with the approved stormwater plans. Thanks again! James A.Richter, R.A. Stormwater Manager Office of the Engineer Town of Southold,New York Stormwater Management Control Plan Website: http://www.southoldtownny.gov/index.aspx?nid=l 95 Office: 631-765-1560 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. 1 Scott A. Russell �° �'� S'7C'(Q R M WA\T) ' SUPERVISORv MA\1�A\(Gr)EI�yUEN�C' 50U'TIiOLDTOWNHALL-I'.O.Box 1179 ►� ,J 53095 Main Road-SOU11iOLD,NEW YORK 11971O ✓ Town of�`o u th o l d I .c ,�� CHAPTER 236 - STORMWATEIt MANAGEMENL , ORK SHEET__ �.,.. ( TO BE COMPLETED BY THE APPLICAN l� ; =-1= !' DOES THIS PROJECT INVOLVE ANY OF THE IFOL� 9 2019 ' Yes No (CHECK ALL'ITIAT APPLY) I ElEf A. Clearing, grubbing, grading or stripping of land which Paer than 5,000 square feet of ground surface. jo� so>t�x � 1r�j r B. Excavation or filling involving` more 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.. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. I ❑� E. Site preparation within the one-hundred-year floodplain as depicted I. on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square . feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. 7acompleted ered NO to all of the questions above, STOP! Complete the Applicant section below with your. Name, Contact Information, bale & County Tax Map Number! Chapter 236 does not apply to your project. ered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. *' 1000 Date- NAME: ate District tanME: -- =IEIM=. .� Z4 zo SectionBlock Lot FOR BUILDING DCPART1IMENT USE ONILY •,•, Contact In(orrrutioiL h 7/� i O 7 n qm Mumnl Reviewed By: f - Property Address / Location of Construction Work. _ — _ _ _ _ _ _ Date- �- _ __t Y ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. — ---- -- ----- Storniwater Management Control Ilan IS Required. (Forward to Engineering Departmenl for Review.) i Y RNR R SMCI',-TOS MAY 2014 o � APPLICANT: S.C.T.M.•: 1000 o ii'roperty o,wr,K,Design Professional.Agent.�ntr.�tor,Other) ..... . .. ..... �. CHAPTER 236 —�L� b Stormwater Management Control Plan CHECK LIST NAME: S110DBlock LntS M C P -Plan Requirements Provide ONE co of ate copy the Building Permit Application. ?� A1C The applicant must provide a Complete Expianatlon and/or Reason for not providing xon R f all Information that has been Required by the'following Checklist! I. A Site Plan drawn.to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Descri tion.of Property Boundaries b. Total Site Acreage. c. Existing-Natural& Man Made Features within 500 LF. of the Site Boundary as rewired h §?ss ?tv - d. Test Hole Data Indicating Soil Characteristics R Depth to Ground Water. e. Limits of Clearing—&Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (MlnimumZ'Inter,rat:W g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h_ Spot Grades & Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Fool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area W. I. Location of ro osed concrete washout area(s). M. Location of all proposed erosion 8 sediment control measures. 2. Stormwater Management Control Plan must Include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval Items requiring details shall include but not be limited to a. Erosion & Sediment Controls. b. Construction Entrance &.Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,eta) d, Leaching Structures (e. .infiltration basins,swales.etc.) ......... !`(M ENGINEERING DEPARTMENT USE ONLY Reviewed & 1 Additional Information is Required. :B Approved l Stormwater Management Control Plan is Not Complete. p Y _ _ _ _ _ _ _ _ _ Date: l Stormwater Management Control Plan is Complete. I � SMCP has been approved b the.En ineerin Department. Y g g p ent. FORM SWOP Check List-T05 MAY 2014 Ira Town Hall Annex �Q Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 N z Southold, NY 11971-0959 • _... . " B-U-I_LD1.N-G—DEPARTMENT. NOTICE OF UTILIZATION OF TRUSS ;TYPE-.:CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANWdR TIMBER CONSTRUCTION Date: Owner:. -��� S Location,of Property: �2 � " ��!/ � x Please take notice that the{check appli65W'61 tine): Newcommercial6rresltleratib structure , . Addition to ext;;ting commercial or residential structure • 'Rehabilitation loran exlstingcornmercial or residential structure to be,co.nstruete-d-6r.performed at the subject!property reference`above will..utilize (check a pplicable.,lirie): ; #' Truss type`;construction (TT) . - = Pre-en ' -construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor.and roof.framing-(FR). Signature: Name (person submitting this form): G' .._: Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1%2015 6" DIAMETER REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 t 1/2" The construction type STROKE designation shall be 991151 q I55I 641115Y I "W"o.r 44v57 to indicate the construction classification of the structure under DES IGNATIONTOIA STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ "Fly FLOOR,FRAMING, INCLUDING ■ ® GIRDERS AND BEAMS R RO O-F-F WAM I N-cam �c �a FR FLOOR AND ROOF FRAMING STANDARDS AND CODES 61 9 V09 6l'7'6� � J �� y � '� - LEGEND �, I �i�• •:•' . ��� �W � �. .�J §/ �/yg7�c/) `�` ,y. �' � ./�J�7� ^:\ ~` 1, ^ •'- � .J`J+JJ A•�W�4./d �eV !•V W ��® +t ��V vj (/D jy PROPOSED REPLACEMENT OF EXISTING WOOD •.�' .F•, `.C. .a... �` J ^ �JJ ,AF `p«�gly +@(.',; p �nl ,.Z) �;N JJ V a e J �l !(4 .ALJ f 1 RETAINING WALLS&PIERS WITH CONCRETE RETAINING WALLS ; s`" Asa "r ;;� ' i. 3 \ �. ,t� t) ratco co N�-i / i: z , Q—' ® CO 0 � ! PROPOSED REPLACEMENT OF EXISTING WOOD { ► DECKS,STAIRCASES AND WALKWAYS W/00 P Z7 Z7) 9° 4 (•dO&d IPE WOOD DECKING AND STAIRCASES �`te` . \,.b dJ+JJ, (� 'Jr`. • "£ :'`3 JF° Jt J• ml J VDY Y03 /�AJ (. cj I •J � ;��i \\/J 9�°6 � f ri, � �� �yf ,x',!11' ♦ �' ,` DIMENSIONS, MATERIAL SPECS ,t z ��. 69'C t p�Gy J ,J"{*J j Q !`� .• 223 LIN. FEET+/-CONCRETE RETAINING WALLS 00 For 436 S.F OF PERVIOUS WALKWAY ki 562.5 S.F. EXISTING DECKS REMOVED AND REPLACED I I 1 t ^ ZZ^r^w 'ON ( 9'9 6 v� �� � � � '" W/ PRESSURE TREATED WOOD(MIN.0.6) &IPE WOOD DECKING civgi4x-in ,tn �` ';k L ;\ � � 396.3 S.F. EXISTING REMAINING WALKWAYS,STAIRWAYS x'x TO BE PRESSURE TREATED FRAMING,PIERS W/ IPE WOOD FOR DECKING MATERIAL and TREADS. N Y S D E C NOTE: ALL FASTENERS TO BE STAINLESS STEEL SCREWS 4FEET APPROVED AS PER TERMS 1 .GRAVELBACKFILLI AND CONDITIONS OF PERMIT O. — 1 2-SI- '✓� 1240 GULL POND L L C _ 1'/:"- 2"PEASTONE(O/E) TOPPING �A I E 1240 INLET EXTENSION `'`:✓... :,! DIRT CREENPOR"T, 'f'O11VN OF SOIJI"HOLD PROPOSED REMOVAL AND REPLACEMENT OF. 8"CONC.WALLS W/8"X15"CONC.FTGS. \ W/(2) %"REBAR(CONT.) \ \� %"REBAR @ 3FT W/ L" TIED TO \ y" FTG. REBAR @2FT.O.C. ALL WOOD DECKS, WALKWAYS, STAIRCASES, By; M.A.Kimack DATE; May 3, 2019 RETAINING WALLS W/ FOOTINGS(TYP•) SCALE 1" = 3 Ft. SG 0.1s N 82°55'50'E MAP OF DESCRIBED PROPERTY N 82055'10 E 15.00 LOCATED AT GREENPORT, TW7A 2.04 27.56 TOWN OF SOUTHOLD, SG0.37 CO. OF SUFFOLK, ST. OF N.Y. FD21PDN.2 0.91 0.68FDIIP CONC SCTM NO. 1000 - 36 - 02 - 24 & 25.1 26 1.25 NG SG I SG 1.06x G s � 1.58 SG TWIA 1.94 x 1.49 SG G j. o NG 1.30x TWSA 2.84 x / \ 49.50 c \ u \ 0.51 1 1.34 SG $ I I x c \\ SG SEAGRASS 8DPILE 0.15 0.08 FDAP SCTII�T 24 0.35 x x-0.35 SG oa 0.05 FDAP SCALE: 1'=20' 1.45 SG SG IP� 0.11 SG �3• �° b POS o b o Ez x3.09 r x - _ - :TW4A - ._ -� �7 scl` as SG1.21 NDWARD S&4 f.45 f.5SG �pc s°'p• I V4 1.10 SG , ? \ IT"�'( T gyp. 010 x SG 1.54 x -0.02 SG .�?� �,s mr � \ 2.51 1 1.23 7WC6 � �*i, v9y ' sx a., 2.g> . 4; %,_ \ BFIR.I1APG. 7.t! \ TW3A SG , BOW3 43- T, '"'r7'4l eoPwF \ 1.71 TOE 1.55 TOE 7Afr6.1 '� � 7j''rr7�eGq '�' "03 04OCT ? TOE -x- - _-_- - J TWLS TOE 3.�5i ,11�'u N 3.1?B ',,,,NpF Cot \ 8DP 7.31 n ewuF 1•g9 � �'�8TOE �]� TWL43.05 `" 2.77 „ ,,, i 621 OW 'rrr"rQ�' • �' 1r° / -i,9 �Pp/ 6SG .16 TW OL - T6/�4p e�IL/ �pr)�prti Js ` 4A 'A TWL3 249 """""%�LL" _ _ N Y S D E C y APPROVED AS PER TERMS NG 7.20x\ SF 6 x I = � r- - - •-(�_ .-- i 7.98 NGGB NG\�9 d� a�_ i'..• �¢+�, S�M1 y L=J 9.13 TW28G Q H'D A'Gg �4 ? _ y kM1. -p x'�' ♦ AND CONDITIIONS OF vul- TCAP . 5 P2C� gP9s� > ro .M �7.ac PERMIT NO. l- 7�-S �GYXJ3 TOE 2.33 _ / x 5.85 NG TW2 S 9.28 RE h^�� �0 $ j°B �:.'4tr•� IG en sc+�+ DATE \ / � NG 6 TCAP 8.8 WDAP9. °j' 10.11 WDpP �:.•as. , TWL 1 TWL2 3.16= - - 9.26. 3.6 9.38. wp BLL��; ,•: \\ \ �.:.. 1.93�NDWARD EDGE / i GPUP6 D'T"E� 2 :•' DAp1 W�1 g•10 y[;.1 „ -0.38 SG2 ,,,,,,,,,,, ,,,,,,,,,. / ND 4J i GP PPfi SET..:B:°83:x.Ut!t3A pBir:. :E3 70.E e ppp 2�/ z, \ ♦ N \ \ 4.33 OF:TIDAL GED 6.94 - _ // . .. .p 0!o•65F l ♦ �� \ �G TOP 30-4 \ 0 \ F :c_• Kc 7= 0.64 tP� / `• G �!°l TCAP-9:48 N 7y OP. �\ 956 OSTy PR '\ i 1.86 N SG3 -0.55 SG2 �� \ FH 7.77a FH 8:4G TOE. .....' a� B�gARFSy pECK � ''��� '°'• � - 4::: ,.8 ....., ;•"; ;'. . .,, "=,':` B►�P . 2.09 NG TC/S1?8.21:: 8:7$:8011 T•: _: ,.;'.:;: 9 40 j3KAP OSE AP �"�{ m w� 5.44 I,g'.. BKx1Pi9. 9.298 ENCI ) o NN TBHPOL\ ETW 8.55 r :� ui.:.: 9.5 g'z u� .. 8.60 ETW ui :. : , B}CgP x.43. \ Y v v 10 m•. v \ x8.49 8.57ETW �C� :��� :.._EIVCAPI�G. :9. a �� $TSR von w `m ♦ j \ ETW ETW GRAY 8.54 OOTCEND :.:':. 6 6 �, 1 ME o wr :; \ x .42 SG2 \ 8.54x / �s >'::.ENCdP'iJG9:. +� DWEL�� ; rn fie,Z 1.14 -0.73 SG2 ,`.68 ETW ETW 8.73C:'.`:.. v c� EE, �^ fF 0. 24 \ m ,� NG TwtvSG3 ` I=.1 L V 8.66 ETW \ 8.84 ETw NUNN m N ,,e; \ :r�ie u � I 1 ►, C ,' �G�'. •'.''.� $ .O�OP) 1� U) iQ978.74NG _ \ ♦ \ ' /'� mp n . . c , �/Y 84 NG = 1t 1, \ 1 y �;: ' :.. ;:, F. CID / PROP' ! v a "'cy�,. _ \ -0.55 SG2 ♦ AUG 1 7 2021 0, o p ST / o _:� ��p= _ x 0.70 ZN p OOH, _ I 1.21 SG2 R /,,�,� , NG = SG3\ Fi v s�. •�'� i?i �.`. 9.66 ETW I 9.70 NG D .x D// "9�����•J N-e a 20.8 sH _2 29 NG "I't' `�,7-. t-is`- T r•y�y D PLNK PL TRA(p.:"'.9.47 v,v/ �!•, ,e�� -� I 11.08 "'QLNRAP, 9.44x �crtO 3p4 !' 9 _ \ PLN '. NG.:' g p = I 10 1 1 GB m TCAP64' oK s?�' �q� °5 0 } 1 47.7 •': EkVAP,.22 6y.awao.. % ctow�o k TWL11 \ 0.79 SG2 1 �- -�. g......., ...TC P 9.6 . _' .: . �. v ope 7080 NG 1.35 SG3 1' 80DSET a3 ,NG9;38 `.:> •., .Ny ... pNG TBH38G 11 10.23K -.•�. ;..':m. g{1U t;: TU 18 .. AP M -�67T8H3AP 1 \ ��.• ., x943"'.:. r• 8 66 N o, �.., 66 0.84 SG2 x 10.91 ETW 10.58 GB ID : : TtE IJG 75.,3 as 11.00 ETW G� m ; \ + 3. 1 BS'. rscr 1 z 4Gga ..�- 1 GHQ 9,>6, %� / �"A 317 7YY fY T[ ivc 44 <�1J 1 x .1a sG3\ S 84°50"50"'u 209.43 - I TO\ \W - �Zo \ 0.57 SG2 I I � \ CMONFD 11.56 I O I �_ 114+� 0\\", z -� ��'O \ I 10.88 x / = O \ x NG NG 10.06 -8.72 NG ( I Q r �\ 0.68 SG2 1 1 chi I \\ NN 1.�5 SG3 I W0 I1CBAP \I \ \ , \ \ \ O , , 0. \ x 0.73 00 I O I \ Z \ ; SG2 NG 9.30\ \ x 5.53 O NG g*? •off R1 I 00 \ \ 6.96 NG \ .a 2.99 TOE p < I "• S NG 11.40x \ \ , •\ C • I 12.49 CBAP I 12.54 80DSET5 NG x\ 2709.44 TOE \ I 1 1231ETW \ NG TOP 7.75 \ a\ -. 102 SG3 SG ni x10.80 NG 8.79 NG NG 7.86 -� O r1 I $ \ \ \ x_ �_ k2.86 \TC�E10.52 NG { ` I I NG 12.05 � - p11 1 x .02 1 I 1 12.98 \ \ �� - TOP 10.50 \\\\ ?.` 2 I 1 I I NG SCTM1OT 2 5.1 \ • ` _\ I x0.96 SG3 I WOODED/ ACANT G 1078x • ' , k : I I TOP 10.79 \' - \ N I 1 \ NG 11.46x \ sp-01 0. I I x 11.86 = w I I G7 O��O x 12.55 NG \ NG 142+1- / TOP 9 _ \ I ` I M'13 NG 13.17 G� _ `_ 12.12 TWAP O, w; 2.22 TOE 0.98 SG3 SG2 Iy a x TWAP 12.12 I�0 'CIM 0.5E Q 3Af.:: �:1:iN: 1 g 83 AC BHBG 4.45 �� PQ AC.ti ' 02 39 TWL17 TOE �Q 977:RIR ., 12.51 .. 1,5�_nIPG •�. ,., =r ' 11.08TW rn �4,�►! ETW f. :. -..•,.`•: .:' .`::.:: O;#/i?:y� 8.31AC 0 x1.23 SG3 N 12.58J.'. 12 .:AE'.q:1 13.w, a0 'bE1'll�/ r o G+ CMONFD 12.52 I ETWDWAP '�� REf'111IAJ �+�� LOT 26.7 ,ma �O �. SV L BHPOL 03 y0 NOTES: - 112.58 49.50 �s '' a. AC: ASPHALT ,ZCSF t80DSET mi' " AP:ANGLE POINT ' GROSS LOT AREA: 14 330SF• 0.33 ACRES BK: BRICK ? r. \1 I I.' BLD: BUILDING pBUILDING AREA = 1,833 SF CF: CURB FACE I r1 ETWDWAP EREDGE OF PAVING ch ® =CONC. MONUMENT TYPICAL !��'' .:_ ;•7i t Na I I $ DECKAREAS ETW: EDGE OF TRAVELLED WAY EX.-EXISTING ER�, pB, I I 1) 70.9 ETW=EDGE OF TRAVELLED WAY NG: NATURAL GROUND LAND O (M L . 50869 I 2) 80.7 -- i •"""""""• =LANDWARD EDGE OFr►DAL P.O. BOA �, NY 11961 1 I 3) 410.9 WETLANDS AS FLAGGED BY DENNIS PCC: CONCRETE 631.849.4750 12.21 12.25 562.5 SF COLE ENVIRONMENTAL 10 OCT 2018. (= PROPOSED) ETW ETW SG: SEA GRASS SSMH: SEWER MANHOLE REMAINING WOOD WALK WAYS: 396.3 S.F. TBH: TOP OF BULCKHEAD TBM: TO BE MOVED THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTY LINES TO TOTAL BLD. DECK AMD WALK AREA = 2,792.1 SF TBR: TO BE REMOVED THE STRUCTURES ARE FOR A SPECIFIC PURPOSE&USE.THEREFORE,THEYARE NOT INTENDED TO MONUMENT THE PROPERTY UNES OR TO GUIDE THE ERECTION TC: TOP OF CURB OFFENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT TE: TRASH ENCL. "NOTE:436 S.F. WOOD WALK, DECK, WOOD RETAINING WALL & UNAUTHORIZED ALTERATIONS ORADDITIONS TO THIS SURVEYISA VIOLATION OF TG: TOP OF GRATE SECTION 7209 SUBDIVISON 20 OF THE NEW YORK STATE EDUCATION LAW. COPIES PIERS TO BE REMOVED AND REPLACED W/CONCRETE RETAINING TH: TEST HOLE OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SUPPORT WALLS FILLED W/GRAVEL & TOPPED WITH PEASTONE EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. ., FOR PERVIOUS WALKWAY/DECK. TW: TOP OF WALL CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM WIFENCE: WROUGHT IRON THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE T17LE COMPANY,GOV- ERNMENTAGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS SURVEYED: 06 OCT 2018 ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. �q�y q SSET REVISION: 27 MAR 2019, CONT. LABEL (PROP. BLD.) NO RESPONSIBILITY 1S ASSUMED BY THE UNDERSIGNED FOR ANY SURFACE, SUB AVE REVISION: 09 MAY 2019, DECK, WALKWAY SF TOTALS SURFACE, AERIAL EASEMENTS,SUB-SURFACE UTILITIES AND/ OR STRUCTURES IN OR OUT OF EASEMENTS IF SO PROVIDED. SCTM 1000- 36-02-24 OWE MAP OF DESCRIBED PROPERTY N 82 °551, SG 0.18 N 82°15 00 E LOCATED AT GREENPORT, TW7A 2.04 27.56 , TOWN OF SOUTHOLD, SGO.37 '. CO. OF SUFFOLK, ST. OF N.Y. FD2IPDN.2 ,/ c 26 0 9'1` -0.68 FD11P CONC. SCTM NO. /000 - 3V - 02 - 24 & 25.1 SG 1.25 NG I SG 1.06- G s 1.58 SG TW� 1.94 0.54 i •sem ti / x 1.49 SG SG O NG 1.30x TWSA 2.84 x / \ 49.50 c \ / \\ SG I 1.34 SG 0.51 I x c \ 0.08 FDAP SEA GRA SS 8DPILE 0.15 $CTM�O\T 24 0.35 x x-0.35 S,- �� 0.05 FDAP SCALE: 1'=20'-20I 1.45 SG SG Ta� Ov 0.11 SG '�`�o b o X3.09 12 -G y � s '$' 052ay>4 1 - ?� TW4A _ X1.45 SG SG 1.21 RD SEAQ S I VINDWA _ - -RAS 1.10 SG - , p SG 1.54 x r H1H -0.02 SG .�?� ` zonwM \\ 2.51 ' I 1.23 / / 7TVC62g7 �p�Wq� eeJSa.Pa "'v<d° 7.ss TW3A / 1.71 TOE 1.55 TOE SIG f / TWA 1! 6 �++Tn +W+i iq4++y.�RQ�� \ r 3 ° T -+.eov�zw �" aOwiF \ \ / 1,89TOE -'_ - - _= TOE 3. 5i ��+'' 3 'C+, Np op 8DP 7.31 m e TOE TWL5 „�� �i B 7?Bp '''i,,,� �o scaa - TWL43.05 2.77 , r -x'i i 6.16 TW DL ?7Te W e ''� iii++ii+iiiiiilJUu4+i+rrxr►ai`+i1ii+ii+�+i�i+_+iii i=K+1� 9�� 2Ap - - - - y� /yjS�o +i S� .�• N YS D E C TWL3 2149_ r 3 NG 7.20x FTs x ♦ APPROVED AS PER TERMS 7.98 NGGB NG�T9 a0 a_... � ��� cg°5�> S6a 07 E 9.13 TW2BG Q,y �Q4 9G8,534 ?•s a�... y �' xp� ♦ AND CONDITIONS OF / r c� a s, :� ee°-c PERMIT NO. 1- 7e-' opo I TW2 5 9.28 RES' h °' 1po S "e �''' : ' = a WS k'4 .eu c DATE I \ TOE 2.33 = x 5.85 NG / NG6 TCAP 8. WDAP9. o, - 10.11BfpAP o.:,as. 4, ,.. . TWL1 TWL2 3.16= r - 0'�' 38. piJ� 1.93 i GPUPB T�2EN6 8.0 :.-.= :,-: TWD 9:26. pAP 13 6 gW�W 910 Bl`'za18 H :T \ 0.38 SG2 �NDWARD EDGE+++. / / _ GPPP6 r �T82 SBT,.:B_&3x.tiY!ISAP . :�? X0.1 �pAp , \ OF TIDAL WETLAND PDC. 8 -.oE, 9• J2.$ r c \ \ GED 30 4 \ ♦ �° FLAG ...: x TOP �... .,."'G , ?. `,': 0 64 TCAP.9:48 mN 9 >4os RpP. \ S I ,,347 NG.9.Svr: D ss Ty P �\ -+. 1.86 a 7T \`N FH 7.77 a FH,i 8:46 TL>rldU: - _ <�' 6/pgARFSH pECK o,� N �,- -0.55 SG2 W� \ 8:d4'. ETyV ; `" '•.; '.:"'>.: D o o .73 2.09 NG I' r - :GCZA :964":. .. ...:. ..::• •:• • :A,`,:: '. 40 BKAP AP Yn'mi�c/ m +o 5.44 ASAP 1 `:. 8:7$:BpLa T::•;.. 9. BKA+ OSE TW 8.5� 4 BKAP:9c 9.298 ENGL ��p o..m. NN TBHPO4 ♦ � ETW 8.55 �- Y8.60 ';.���. :..- �.•,:-�:':,•:.. "•.::..:..- 9.5 �Z,�.6P\�� �,� � .zo• r,. +Q_.....;.: P.9.43. o o a c) ? 8.60 ETW BKA- y x 8.49 8.57ETW 1.G� w^!:•:: a OR E7VCAP SIG. :8. e. \ s r w O \ ETW ETW GRAY 8.54 ' .00TCEND `' 6,6 r> 1 �p,ME u w' r \ x 0.42 SG2 to 8.54- ENCAP NG 9:, �> ' z- -0.73 SG2 _ ETW 8.73 pWEL�'�O ?��',`•' 1.14 W 8.66 ETW \ 24 .� Oq' a"eve ao a�a $G3 r .84 ETW M a°4"n `gyp O.1 \ to m reaps. s"c x° un �11 m C r ..." :Ei :`. $ OP•� / N £419 gNKAF'-9.5�. .84NG m - I � Oa R tic 4:: .., s / ROP• a o sz, _ -0.55 SG2 15.CiRAV.. °' p ,c L I x 0.70 a XII � , 500 / 9 ii 1.21 SG2 g x Z,w n . 9.70 NG o o, 8 / //�w °'"� SG3\ 9.66 ETW I �i D/ s�( e„ 20.8 SH _2 29 NG PLNK PL Ti'4 S.4F •e h I 11.08 I?LNRQ 9.44 x 0,4b 30,4' GB PLN ".V-9.:• rn° gio� p90 �SIyO \ I I �O I I . ' :TCAP `:�1Gs:39 . B s n G' Ap =2118 47.7 '. ':EA\fAP,22 � i foWDAP F TWL11 \ 0.79 SG2 ._TCAP 9.6 y S' w s.eo NG 1.35 SG3 g „ vjp°` zot 8ODSET 33 >NG9;38 . .:., :b.: B:Ofl I r "",'••r w N� TBH3 BG 10.23 f'.,G, m`' ': 'fiCFV� •1 Te M H x2 66T8H3AP I I Qq•: n o+ I 0.84 SG2 10.91 FTW 10.58 GB 'vt.99„�;:`; x9 b3 TIE NG8.66 x 11.00 ETW m o. R� + sa+s �3. 1 BSI' rsrr I I I o GB 1144- :.� �O Rf / s aT nt2+z rc . z 9�6- cb I I I c x 10.44 NG .14 SG3g 84°50'50"W 209.43 ` I y i N l / / TO \ W - " 0.57 SG2 CMONFD 11.56114+ O I (x O C _ _ 1 10.88 x z \ o \ C I x NG NG 10.06 1 *8.72 NG ( I O Q 0 w N� .0.68 SG2 CD I I chi N 1.85 SG3 N I W 12.35 \i Una I I CBAP C I\ Z x 0.73 I oho I I O \ x 5.53 NG FA? •,, fO.o \ SG2 m NG 9.30` I I \ \ 6.96 NG 2.99 TOE C •C I S NG 11.40x t \ \ \ O I I x `12.45 NG C , \ \ N, ; O I �12.49 CBAP I 12.54 80DSET \� x\ `- \2. 70TWL 1 TOE \ I )12.31 ETW N G ` TOP 7.75��\ # 102 SG3 SGS i m Im 1 x10.80 NG \ x8.79NG NG 7.86 �� m` I O \ \ 2.86 T� $ I I \ 10.52 NG r- �`\\ a\ I I NG 12.05 p 1� .02 I I I x 12.98 \ \ \ TOP 10.50 11\\ ? 2 I I I I NG SCTM�OT 25.1 \ ` x0.96 SG3 I WOODEDI ACANT _ NG10.78x ' l 1 n I TOP 10.79 I II \ x11.86NG 11.46 x 1 1 O I. ' S 0. I I _ 12.55 NG \ NG / TOP 9 _ 1 1 I I I m v NG 13.17 G�O�F 14 2.22 TOE 0.98 SG3 G2 v x _ 12.12 TWAP I - I I I I I�iv w.g QJ"��1,ti�3� °':P0P'G �?�i2�v' v ��'�1 ::.As A"O:1 E,T:.DAL3,•:.::;'''; 'TN.`A$A'P-.:12.12:RlR`....,:,.;.,:.,, .''i•`:1"�_;iN1883 AC0 03 mN 2�Ff o3 9 TWyoL 17 TOECM05E Q3[, 97712 AP BHBG 4.45 O 1251 11.08TW °' x 1.23 SG3ETW 8.31AC G CMONFD 12.52N ETWDWAP SCTM OT 26 o NOTES: 1258 BHPOL 4. AC:ASP HALTo 12.58 49.5 s C v NF=L I`8ODSET Ml-'.' �� ° A AP:ANGLE POINT I GROSS LOT AREA: 14 330SF• 0.33 ACRES BK: BRICK BLD: BUILDING V,; I BUILDING AREA = 1,833 SF CF: CURB FACE � 12.31 r I I EP:EDGE OF PAVING ETWDWAP =CONC. MONUMENT TYPICAL DECK AREAS ETW: EDGE TRAVELLED WAY XEX ST NG fRA �0�,!- � I I 1) 70.9 ETYY-EDGEOFTRAVELLEDWAY NG: NATURAL GROUND r) , LAND I. . 50869 I I 2) 80.7 ••• ••• e LANDWARD EDGE OF TIDAL PCC: CONCRETE P.O. BOX-7 E-, NY 11961 I I 3) 410.9 WETLANDS AS FLAGGED BY DENNIS 631.849.4750 12.21 �12.25 562.5 SF COLE ENVIRONMENTAL 10 OCT 2018 (= PROPOSED) ETW ETW SG: SEA GRASS SSMH: SEWER MANHOLE REMAINING WOOD WALK WAYS: 396.3 S.F. TBH: TOP OF BULCKHEAD TBM: TO BE MOVED THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTY LINES TO TOTAL BLD., DECK AND WALK AREA = 2,792.1 SF TBR:TO BE REMOVED THE STRUCTURES ARE FOR A SPECIFIC PURPOSE 6 USE.THEREFORE,T74EYARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION TC: TOP OF CURB OFFENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. *NOTE:436 S.F. WOOD WALK, DECK, WOOD RETAINING WALL & TE: TRASH ENCL. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY ISAVIOLA TION OF TG: TOP OF GRATE SECTION 7209 SUBDIVISON 20 OF THE NEW YORK STATE EDUCATION LAW. COPIES PIERS TO BE REMOVED AND REPLACED W1 CONCRETE RETAINING TH: TEST HOLE OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR SUPPORT WALLS FILLED W(GRAVEL & TOPPED WITH PEASTONE EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VAUD TRUE COPY. TW: TOP OF WALL CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM . FOR PERVIOUS WALKWAY/DECK. WIFENCE:WROUGHT IRON • THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY,GOV- ERNMENT AGENCY AND LENDING INSTITUTION LISTED HERE ON. CERTIFICATIONS SURVEYED: 06 OCT 2018 ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. MA/�/yq SSETAVE REVISION: 27 MAR 2019, CONT. LABEL (PROP. BLD.) NO RESPONSIBILITY IS ASSUMED BY THE UNDERSIGNED FOR ANY SURFACE, SUB REVISION: 09 MAY 2019, DECK, WALKWAY SF TOTALS SURFACE, AERIAL EASEMENTS,SUB-SURFACE UTILITIES AND/ OR STRUCTURES i IN OR OUT OF EASEMENTS IF SO PROVIDED. SCTM 1000- 36- 02-24 I Qa -6' high Wood Screen 3 Existing Fcotirg �,� -New Footing 1.5"d'.a. handrail 36"above treads i I BATHYMETRIC SURVEY 6'high Wood Screen - i MAP OF DESCRIBED PROPERTY i, ! --"- ' LOCATED AT GREENPORT, •55 ELEVATIONS HEREON ° N 82 - - I 50"E ! BASED UPON MEAN u Ti I ! TOWN OF SOUTHOLD, -36 fii htempered. ;__ . ' Simpson PB anchor N 8Y°55'10'E � 15.00 � ^ � LOWER LOW WATER DATUM , I R ._. N CO. OF SUFFOLK, ST. OF N.Y. 27.56 S C SCTM NO. 1000-36-02- 24 8 25.1 G t - - DN or equivalent PROPOSED 98'X 4'WIDE NEW FIXED DOCK _ -- Deck 63 Sr A EXTENSION WIiN 3'X 8' REMOVABLE ALUMINUM P• To - "-` B I O pre-manufactured ` O RAMP, L''X20'FLOATIMGRAAfPW.'{2)10-PILINGS i --- -_ '� .- � -�_ _ I cast-in-place d (1!10-BATTER PILING d(4)10'BATTER PILINGS- ! �, -- - �, post anchor �, ss?i!i' rr Trr 1S ♦ s�,oOYF- s. \ _ I 5 � �_-� eFooling 14 �\ 6 min S,diRCdoo a =a . 4;SCALE r=z a I i I III I I i I If 49-50a 1. .T 133 ♦. ` -353 \ �\ piO�G• -`• \ �p f f ' -36 min ` SeAGBASS �•�,, \ EQ r__,s• \• 9� ►f ; i ! P f I I III i a I ti C/_�' c \ d • 4r ?F ♦ 1 CTMLOT 4 V4 v J n...,wln 1 E C- ` \�J e \ O� \ y ?1 1 ! d AErr- } Or SSE4GRAS31DWARD jp Ir o a �+` ,� tiN e. o •�. o e E' l i '- Footing s • Ind Detail Placehold2r-- -- __ OFOC_ROS EAG�,, L '\ \ ` \�, `'c� \4f3a,. =.\ �'g .t .a 't y4 0'��� l q i S'vALE: 1:G.3i ! LANDWAND FLAG, -1 -- _ TIDAL 414 t ` 35'high guard rail rg ^? .. ON OF �\ \ Rc7 _r4�\ -Z. _ ! fN• ROVe�K7040•Ep�CE /r�� t• / j= O :kQ !v c� \ \ \ 42?y �_ ♦ F - ! " New Footing EMO WOO p SNE a R RIAL t t i 6 � � \ \ '3t\ 5$ p4 Pti� i • , y R p ACK ,,rA� ...; a n: ` ��:: \.•' pN T RE1•v� /` iS peR�ous xow K \��:'F, 4 t 2sy .\ �s�sa� s ;- ! Deck has to ' t ! GPUPB r' µ �Mt c� ni8�81 _ \\ •�\ ; 0 1�9`I. a .zv5�0 Existing Footing i I cor)p'y�',it" , `t c� section 1 ' NDWARD ED D # �� Y: 'K o .2°; I A ^rbc `� ' ti, L 5^ ; t?2 rE� 't Il0 40 5t r A `F 1rpaL wFrLaN ; sRS:- '" _ = 'sF / !/ \ �. c_",' ♦ �� ' - ,! ii R507 j } FLA ppF - 1 P, lexterOr ,tas* ss r PRO decks o`the I '� `j NYStalei I ! C2_ AIL __ --�`i; ,j,`/.,� F�i''t. .- . - .. i �N��1 F•RAMElg ,�"'/'- miz A_ `'��„'s� 3t�ti�-�._.S ,_ \ ♦ ��>P.� ` I r�• h�-- �`� I, f ' jI1b-uild Ir ORY code+ ng Open spaCe ST u -LI" grit o6'Wcod Scree 1ti 9i tio. , , ° ROP f,%,. .;, - -_- , �, `• ( I - I i i p - 1 ,,° . , { . ! Exist ng Footing �pRpP• ,l/°' END OFREMOVALOFENSTING J. i I I r S WOOD BULKHEAD d REPLACE kc, STO�jY v i W/AEW VINYL BULKHEAD i t i I ND M , ; New Footing a� m •'��•- f :.Ba���:,.• _ ,� 3 hi,h ` _ .� `. :-tepeKed g6ss R1rfaiiing� X . •,. _ CD I t `� O i - •.-•C '+S 1 ! ' I j CL v I Delk 5�5 + c! rn .• ..,��-'•'- m !, ti - - ! - ami ( ! � � � • -S = _ i l N/ 2R3.d3 i j _ t-�- 4 1 35"I~(g7 g:iard railin 84 50'50' O + z1 _ S z _ati 4 r I r + I Not part of this application cr, g^ Rif , New Footing I t r co z I -36'-.gel g:iard ra link I 1.5"dia handrail` ' ` - I 1 , DN 36 above theads % , ti t �. � � •�-? � ;1 !1; I { ( cam._____-:.�/ r 4 # _ 6., R =- - Loadingdock5 i 1 36"hi "guard railing T+ I -Ti Architecture PLLC LOT - ► ; 1 I - SCTM 319 Bedford ! i r i V100DED/VACANT / - � _� r ` � _ 9-•L'_ y Avenue i 142+r- - - --- = --- --- , _ - I Brooklyn NY , i - 1 ,, --f- 718.4146510 + + 1 CIA T0JN 1 V •cANDWARDEDGEOFTiDAL I� / ft! - ► i hello'loadingdock Ir 9t WE;.A KDS AS FLAGGED BY DEVNfS COLE ENWRONVENTAL 10 CCT 2018. __-- - -S'$4°50.5 ;, �, -) l 5.com r SCTra� nor z�.1 a ;y r 4 I. }I i 49.50? - ASPNA�•rn . � ® >:CONC. MONUMENT TYPICAL SITE DATA : �) + - -'l• DESCRIPTION TOTAL LOT NOTES: ! C•• COVERAGE AC:ASPHALT 1' # Project: ! P AP:ANGLE FOd,,? A BEC7 Ft.CGR OF GULL PO!irJ , Im 1 rn BUMDABLELOTAREA 14.330 SF 0.33ACRES �• glAIA"SAW0,yJN9I.W BK ERIOK ' i EXISTING HOUSE 1,833 SF 0.128% B:.D:BJ;_:.'4HG PETER A.GROBEN CF-CURB _ FACE � 1240 Inlet Lane LAND SURVEYOR NY LIC.50869 1 1 EXISTING DECK AREAS 562.5 SF 0.039% E.REDGE or PA'^:G ) ji P.O.BOX 704 RIDGE,NY 11961 i ETW EDGE OF TRAVELLED WAY Y 9 / i Southold NY REMAINING WOOD 396.3 SF i 0.028% EX.=EX,+ST r;G 631.849.b750 1 + i WALKWAYS I LT.LOJJTDE, TIh0EOFSL'RVEy 1 NG.NATURAL GROUND l • ; /( 1 TOTAL 2,791.8 SF 0,1955! POC:CONCRETE • ' j 5' ` {=PROPOSED" '.•'.E CFrSF'S GR OfA! NS':1'iS SFtOilns'F+EifONFF:;!d=lfE P4',•.ucWiYL.?YLS TO So:SEA GRAS I f'!=f•; y. - - ' SS: C +Nc ciWL TL+SES ASF f k A SPECIFIC P!,RPOSE&USE T'•?£P£rOP.£:HS GAFF- NOT!!;'I.'::fED 70 M.^.+:LN�PIT'F!F RFCPE4T`�:f1dFS OF TC G 'NOTE:436 S.F.WOOD WALK,DECK,WOOD RETAINING WALL d SS!f,H.S&A:- MANHOLE OF f E':CLS AJD:"•VML S' ANY 6"1_FP.:AfPPOV£ASV7: PIERS TO BE REMOVED AND REPLACED W!CONCRETE RETAINING TBH:TOP OF PULIC KHEAD ( 1 • �' " i L'ti4bT' :4,2EJ AtTE L4*;cgs cR/.C^CNS�;rrrs svR rEY IS A vro_Ar+•:Or SUPPORT WALLS FILLED W.'GRAVEL d TOPPED WITH PEASTONE 7E:! T O EE L"O:�ED LA!:J SVFVE-!'CR'S 01KED SEA, CR iC-TOP Cf- S/r,T7_ St!f3C1✓SO.ti 2c:�TE:�itiEY;YORK STA TE C0P S FOR PERVIOUS WALKWAY!DECK. TER:TO BE REMOVED Cly:TM'S S:,R'.'EY MAP NDT AFC'..'ria illL. rcmf :+ I / .1' 'r ,a •,; I EI,f6CSSE0SSA!-F-Wt..:TEE CCNS!DFRFD TO ELA✓r_ID'RUF CO<•Y TE. TRASH FNCL. SURVEYED:C6 GOT 20'E CLQ,,,F:_ T'^•.S 1ND7.^~ATE':HERF:S`r SHA!t P'.JN 04"_A'TO 7!RE PEPSCfd FOR WNOTd REVISION:2,'MAr7 !j1 (PROP ! TC-:TOP7 F GRA TE 2 9:CONT LF.P.F.'_ PR P b_D.. =\ i - ThUS R,'£YrSPPFPAYED. ANDON''r,10PEENAL�TO7-4E T. ECIVVANYGCf REVISION:lelr!%rLn7?9 PR•CP,DGGiC'EATtfY"ME;RIC 'TES HOLE I F.P.N�/N:T ASE t•:C'/A.',J LLND'NG INS.?�7fON L,ST£:NL 4c ON. CFYT:F.:AT^:S TV."TCP OF WALL j _t- Ar?Fh•J7 7-VAVS�E A3tETOAt? ,.) 1 ASF 1f"'. Ort RS REVISION:29VAY 2i�P.P=C� C•OCKLCTCOVLRASES. # 1 S.;'-6' -_.`�E� SA 3' S' 1 -- .fN :T;,TlC:'S SJ 31 r n„•r. A��A( �( c d WIFE, n i - y �r c qr n• .,' FOR -;87 Iv, ,rHA �` BH.WALKWAY�F.^.ATP:GTFS. ti c.W.?OTIC-.HT:Ff�.'J F--- , .. SET^vE _--�-•_ _�' � _ _-_--�__ . . SURIA - AE-Y'A: EASEV NTS•SV5-5VFFA^F UTl1;T•ES ANL!' 0PS7.!RVC7!1F.f.S - REVISION:2JLN 2:;19aLCK LK RE0.OVAL •- - -- - - ---- ---___: - - - ..___.. _._ ._..___--_ . m__ -- -- _ _ -- } -- -'- -- - _ _ _ __ _ . - -- - - - - •% a.a4 cF EAS£t:£rss IF so auaV amu. SCTM 1000-36-02-24 - I Friday, January 17, -- - -----== ----- - -----�' -- -- -Dr, - 1 ----= =----- - - 2020 r C G) _--STOOP : - O INLET PROP__DOCKa I'r.odel (1) 18x2 ? -- New and Existing Ground Floe {1 y 46 s�A+E 11*4' = r=c° decks A-104.00 I ' Sheet 7 of 9 i i -- 6' high Wood Screen Existing Footing New Footing 1 .5" dia. handrail 36'` above treads I — — f� ' i6' high Wood ScreenMperea Rt -- --- - -- - 18" R a -----______ f - j�-. _ ___ __._ __ _.._. _ - ------ _ _TSS_ DN _ - �-`- � M Deck 63 SF- Gr and Floor - - q -1 rn _ Q 0 U4 Fixed Panel Qoor O eflin Sliding door �. Sili 01-3" ti r' -a," Jectiye SALE 1 277.778 --, New Footing j I 3 i f i C • � i M I f I i 0 ! & i i E 36" high guard railing New Footing Deck has to - -, comply with section 8507 Loadingdock5 exterior decks of the Architecture PLLC NY State "2 319 Bedford building Avenue i _ code Brooklyn DIY -- L .-1 718.4146510 hello@loadingdock . m . � C ea aa: e,..,ee� aLles — - _ f _ --- _------ -all Project. New Footing 1 Grc rd _ _ t 1240 Inlet Lane - - Southold NY I 36" high guard railing ersRective East Deck I SCALE 1:2;_78 Friday, January 17, ` 2020 I � New Footing -- i ' I 36" high guard railing _ Deck Details 1 -- DN s ' � T 10" TI 8" R � A-530.00 36" high guard railing f - Sheet 8 of 9 i , E1 Sill 0" Sill V-6" 1 ,`---U? - c? CO -- _gS4f sz B ; - ---ST-e-off--- 1 7 f ^ 1 Ground Floor , `t i i i i i Perspective Soutb Deck 'g i Existing Footing 2 ti Open space -- u - - — 6' Wood Screen _ Existing Footing Loadingdock5 _ ----- - A -- - -- __ rchitecture PLLC 319 Bedford Brooklyn �. .;6" high p . 718.4146510 - -- - tempered -red _ _ -�--- ock a) class railing hello@Ioath'loadingdock d __ — - --- - 5.co m Deck 5x6 +4. - —r. - — - • ' Groird F'.00r Project.- ! _ DN 1244 inlet Lane Southold NY T! --- y �-- 1 .5" dia. handrail �- 3 36" above treads 1 r Friday. January 17, 2020 A Perspectwe "Jest Deck 1 SCALE: 1:277 8 Deck Details 2 I i t A-531 .00 Sheet 9 of 9 Plastic composite deck boards and stair treads,or their packaging,shall bear a label that indicates compliance to ASTM D7032 and includes the IN 2 ROc _ R FASTENERS ; allowable load and maximum allowable span determined in accordance with ASTM D7032.Plastic or composite handrails and guards,or their Section R5U7 EXTERIOR DECKS £Rbpackaging,shall bear a label that indicates compliance to ASTM D7032 and includes the maximum allowable span determined in accordance with S.5 �✓ �"f' `EP a.F#?R 2 X 9' "I)1S1kNCESHALL •E PERMITTED TO �'1L�-13fBMNORSIMI All$ ASTM D7032. S MIN.FOR 2 X 10 SSE RE•=UM,5 TCO 4.5"IF LAC,SCREWS 8547.1 Decks TEraSIi3 1 QDEVICE5"NSAX. at I 7-fin?.ttN,FOR 2 X 12 ARE USE OR e0LT SRACING 15 Wood-framed decks shall be in accordance with this section or Section R301 for materials and conditions not prescribed herein.Where supported by PED UCE0 TO 7 A'CIF h? LAC SCREVYS F- --aTHly �1 �Ar 8547.3.2 Flame Spread -i '70ATT.ACH2x8LEDGERSTCO2XEt 6..N=A�')MtrNgc?'s?c�n'TERTQ � JotaTeNITHIOI -DOt:•N, Index EAFVLiSTS. ^ attachment to an exterior wall,decks shall be positively anchored to the primary structure and designed for both vertical and lateral loads. .N11U Plastic composite deck boards,stair treads,guards,and handrails shall exhibit a flame spread index not exceeding 200 when toiled in accordance LL"CO£iER----- � '5�.REifi G°R�Yk-7 �3"Nf;P4. Such attachment shall not be accomplished by the use of toenails or nails subject to withdrawal.Where positive connection to the primary building wi T ' structure cannot be verified during inspection,decks shall be self-supporting.For decks with cantilevered framing members connections to exterior EE withASTM M E84 or UL 72�with the test specimen ren.alning in place during the test. td` , walls or other framing members shall be designed and constructed to resist uplift resulting from the full live load specified inTable R301.5 acting on For SI:1 inch=25.4 mm. + + + + + + the cantilevered portion of the deck. + + 111, ,1 r } + + Exception:Plastic composites determined to be noncombustible. 8507.2 Deck Ledger Connection to Band Joist FIGURE R507.2.1(1)PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS Y R507.3.3 Decay Resistance Deck ledger connections to band joists shall be in accordance with this section,Tables R507.2 andR507.2.1,and Figures 8507.2.1(1)and R507.2.1(2). �. " Plastic composite deck boards,stair treads,guards and handrails containing wood,cellulosic or other biodegradable materials shall be decay conditions,deck ledger connections shall be designed in accordance with Section R301. FLOOR xtsT-) ser JOIST resistant in aceclydance with ASTM D7032. For other grades,species,connection detail•,and loading co g g E3CTE.FtIC3R•Ta1•tE:AT'r'31NG � , 8507.3.4 Termite Resistance Where required by Section 318,plastic composite deck boards,stair treads,guards and handrails containing wood,cellulosic or otfler TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOIST•b(Deck live load=40 psf,deck dead load=10 psf,snow loads 40 psf) FIST7N"G STUD WALL—- -- !IA - biodegradable materials shall be termite resistant in accordance with ASTM D7032. JOIST SPAN EXISTNG Cx WkNO JOIST - -. 6'1"to 8'7"to 10'1"to 12'1"to 14'1"to 16'1"to OR ENGINEERED RIMSCIARD \, CONNECTION DETAILS Wand less a 10 12 14 16 1a 8507.3.5 Installation of Plastic _�.._.... �..-,....__._.�_ For SI:1 inch=25.4 mm. Composites On-center spacing of fasteners 2"p a>N. ' ,t� � ,_,. DECK,JOIST Plastic composite deck boards,stair treads,guards and handrails shall be installed in accordance with this code and the manufacturer's '/z-:rich diameter lag screw witht12 inch maximum sheathing`• a t 13 11 10 •"'w,,,,�N, e FIGURE 507.2.3(1)DECK ATTACHMENT FOR LATERAL LOADS instructions. d 30 23 18 15 : ,r `t %-nd1 diameter bolt with`/�inch maximum sneatFiing 3 2"MIN. R507.4 Decking 36 36 4 29 24 21 19 ,v---•-..-....-,.M..-^ lam.".,••,S}•1EA"I°¢Ilt°vaG NOTE: S0ING Maximum allowable spacing,forjoists supporting decking shall be in accordance withTable R507.4.Wood decking shall be attached to each 36 36 z9 2a 21 7e 16 - �^`� ,r ,s su ortin member with not less than(2)8d threaded nails or(2)No.8 wood screws. /_-:non diameter bolt with 1-inch maximum sheaL'kiny� •h "`7 FLOOR FIAIt=1t. ? '`�'~ I' _ pp g ries t`�TAIL.I�AP3=t.ICAF?LE J'CSIST€-t.ANGER -.-.-.� �f �,r' FLAsHINOFOR S,'HEK1=fLOCsf•2.FC}65T5 AF�cE / For 51:1 inch=25.4 mm,tfoot=304.8 mm,7 pound per square foot=0.0479 kPa. kx�EtALLIr•L TCl °.CIC JOISTS.. �,I' L*rATI•i TIC*HI..''Ji= TABLE 8507.4 MAXIMUM JOIST SPACING E?tr5;la°s4Ca FOUNDATION WALL DECKING a.Ledgers shall be flashed in accordance wdhSecticn 8703.4 to prevent water from contacting the house bang joist. MAXIMUM ON JOIST SPACING --�•^^-• ,Y' ."- MATERIAL TYPE AND NOMINAL b.Snow load shall riot be assumed to i:a concurrently with live load. SIZE d t g.,... 4 ..�-•-A1���a�✓Ea�1�1sT H.a�,��r�� c,The tip of the lag screw shall fully extend beyond the imide fac e of the band jest. For SI:1 inch=25.4 mm, 2"MIN, y"'...•"^--`"• - -.2x LEDGER WITH FASTE:I�:ERIC 16eu h r to joist Diagonal to joist* C Perpendicular I t a r•^""~ IN AC•s:C1W.1k 8�1f"..�'WITH TABLE R50�''-.".• 1'/,-inch-thick wood inc les 12 inches d.Sheathing shall bewood structur&panelorsolid sawn lumber. e a; DEVICE a 1 n 7• FIGURE RS07.2.1(2)PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS // 1 HQ�D-001''? C?E I E I4 I�Tat LI3.OARACI s e Sheath:n shall be ermined to bewood structural pa)et gypsum board,fiberboard,Iurntxrr or roam sheathing.Un tot/;-inrh thickness of stacked washers shall be per to substitute for up FLOOR JOISTS"""` �... , .AT 4 LOCATIONS,EVENLY DISTRIBUTED 2-inchthick wood 24 in;hes 1 f•inches g p ALONG DECK AND ONE WrHIN 2 'OF EACH to'/;inch Of allowable sheathing thickness where combined wit hwood structural panel or Ismt•er sheathing. ENO, OF THE LEDCER..F?OL6-0,')°N DEVICES, Plastic composite In accordanc e wilhSection 8507.3 In accordance with5ection R507.3 SHALL.FULLY ENGAGE OLOK GIST PER8507.2.2 Band Joist Details HOLD-L'T01�(�MANUFACTURER. R507.2.1 Ledger Details Band joists attached by a ledger in accordance with Section R507.2 shall be a minimum 2-inch-nominal(51 mm),solid-sawn,spruce-pine-fir lumber ° For 51:1 inch=25.4 min,1 foal=304.8 mrn,1 degree=0.01745 rad. ors installed in accordance with Section 8507.2 shall be a minimum 2 inch by 8-inch(51 mm by 203 mm)nominal,pressure preservative or a minimum 1-inch by 9112-inch(25 mm x 241 mm)dimensional,Douglas fir,laminated veneer lumber.Band joists attached by a ledger in \ A FULLY THREADED ah'OIAMETE:R LAG Deck ledgers SCREW 4s PREDRILLED 1 MIN.3'PENETRATIO'S a.Maximum angle of 45 degrees from perpendicular for wood deck treated southern pine,incised pressure-preservative-treated Hem-fir,or approved,naturally durable,No.2 grade or better lumber.Deck ledgers accordance with Section 8507.2 shall be fully supported by a wall or sill plate below. TO CENTER OF TOFF PLATE,STUDS,OR HEADER, boards installed in accordance with Section R507.2 shall not support concentrated loads from beams or girders.Deck ledgers shall not be supported on stone or masonry veneer. 8507.2.3 Ledger to Band Joist Fastener R507.5 Deck Joists Details For 51:1 inch=25.4 mm,1 foot=304.8 mm. TABLE R507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS Maximum allowable spans for wood deck joists,as shown in Figure R507.5,shall be in accordance with Table R507,5.Deck joists shall be permitted to Fasteners used in deck ledger connections in accordance withTable R507.2 shall be hot-dipped galvanized or stainless steel and shall be installed in cantilever not greater than one-fourth of the actual,adjacentjoist span. -• accordance with Table R507.2.1 and Figures R507.2.1(1)and R507.2.1(2). FIGURE R507.2.3(2)DECK ATTACHMENT FOR LATERAL LOADS MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS TABLE 8507.5 DECK JOIST SPANS FOR COMMON LUMBER SPECIES(ft.-in.) TOP BOTTOM ENDS ROW 8507.2.4 Deck Lateral Load Connection EDGE EDGE SPACING The lateral load connection required bySection 8507.1 shall be permitted to be in accordance with Figure R507.2.3(1)or R507.2.3(2).Where the Ledger` 2 incnes' 37a inch 2 inches' Isip inchesb lateral load connection is provided in accordance with Figure R507,23(1),hold-down tension devices shall be installed in not less than two locations BandJolsr 3!4 inch 2 inches 2 inchecb fi/e mcne56 per(eck,within 24 inches of each end of the deck.Each device shall have an allowable stress design capacity of not less than 1,500 pounds(6672 N),Where the lateral load connections are provided in accordance with Figure R507.2.3(2),the hold-down tension devices shall be installed in not less lhan four locations per deck,and each device shall have an allowable stress design capacity of not less than 750 pounds(3336 N). For 51:1 inch=25.4 mm. a.Lag screws Or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance witwigure R507.3 Plastic Composite Deck Boards,Stair Treads,Guards,or R507.2.1(1) Handrails b.Maximum 5 inches. Plastic composite exterior deck boards,stair treads,guards and handrails Shall comply with the requirements of ASTM D7032 and the requirements of c.For engineered rim joists,the manufacturer's recommendations shad govern. Section 507.3. d.The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance witwigu re R507.2.1(1). 8507.3.1 Labeling 1.of„ :x1k-c:.:,1 f.1om U CGdes 7 Of 8 Fxpertt.d :IT pCCdes ?of CFxportncf.C? Ul-,)Codes 4o', 8 ,... UpC)ies r SPACING Or DECK JOISTS WITH NO CANTlLEVE1P' SPACING OF PECK JOISTS WITH DECK JOIST SPAN LESS THAN OR EQUAL TO: R507.7.1 Deck Post to Deck Beam r CANTILEVERS' SPECIES' SIZE, (feet) Deb beams shall be attached to deck posts in accordance with Figure 8507.7.1 or by other equivalent means capable to resist lateral SPECIES' SIZE (inches) (inches) 6 8 10 12 74 16 18 displacement.Manufactured post-to-beam connectors shall be sized for the post and beam sizes.All bolts shall have washers Lender the head and 12 16 24 12 16 24 hilt. 2 .2x6 6-11 5.11 5-4 410 4.6 4-3 4-0 F 2 x 6 9.11 9.0 7-7 6.8 6-8 68 2--2-8 II-9 7J 69 6-2 59 5.4 5-0 Exception:Where deck beams bear directly on footings in accordance with Section R507.8.1. Load I n g d ock5 2,8 13.1 11-10 9-8 10-1 10.1 9.8 Southern pine x 10 10.4-�2. 40 8.0 7-4 G9 5-4 EO 2x10 1f2 14-D ti-5 146 14-0 11.5 2 � 2%,MIN. DEMI Architecture PLLC 7.-2 x 12 12-2 10•7 9-5 9.7 8-0 7-6 7-0 - _ 2-x12 18-0 16-6 13-6 18-0 16-6 13-6 Southernpine s�tE ,AI�F�ROi�EO� Bedford 3-2 x 6 a-2 7-5 6.8 6.1 5-8 5-3 5-0 I POST ' 2 x 6 9-6 8-8 7-2 6•3 6-3 6.3 5' 1 _ '� � -� - Avenue 3-2-8 10.10 9-6 8-6 7-9 7-2 6-8 6-4 - t2FFOUGH_80ILT Brooklyn NY 2 x fi 12-6 11-1 9-1 9--5 9-5 9-1 ! � x TF±n�L1�af-L"1�1C1L�}TS i 3-2x10 1.3-0 11-3 10-0 9-2 8-6 7-11 7-6 WITH WASHERS �• ''t spruce pinearchd,hem-lira 718.4146510 I l spruce-pine-fr`t 2- 15-8 13-7 71-t 13-7 73-? 71.1 - �!' i , 10 3-2-17 15-3 13-3 11-10 10-9 10-0 9-4 a-10 ^..a,•^-..at. DECK- POST hello@loadingdock 2x 18-0 15-9 12.10 18.0 15-9 12-1C 3x6or2-2x6 5-5 4-8 4.2 3-70 3-6 3-1 2-9 �: PPOST 12 POST 5 MIN /+ �•'►� 2 x 6 8-10 8-0 7-0 5-7 5-7 5.7 3 x 8 or 2-2 x 8 6-10 5-11 5-4 4-10 4-6 4-1 3-8 5.co 1 1 1 3 x 10 or 2-2 x NOTCHED POST POST CAP Redwood, 2 x 8 11-8 10-7 8-8 1 8-6 8-6 8-6 10 84 7-3 6-6 5-11 5-6 5.1 4-8 western cedars, e 2x 3x 12 ort-2x Project. ponderosa pinee, 14-11 13-0 10-7 12-3 12-3 1-0-79-8 a-5 7-6 6-10 fi-4 5.71 S-7 For SI:finch=25.4 mrrl. red pinee t0 12 2 x Douglas fir-larche, 4 x 6 6-5 5-6 4-11 4-6 4-2 3-11 3-8 12 17-5 15.1 12-4 16-5 15-1 12-4 hem-fire spruce-pine-fire, 4 x 8 8-5 7-3 6-6 5-11 5-6 5-2 4-10 FIGURE R507.7.1 DECK BEAM TO DECK POST redwood, 1240 Inlet Lane western cedars, For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 pound per square foot=0.0479 kPa,1 pound=0.454 kg. ponderosa pinef 4x`10 9-11 8-7 7-8 7-0 6-6 6-1 5.8 8507.8 Deck Posts a.No,2gradewith wet service factor. red pinef 4 x 12 11-5 9.11 8-10 8-1 7-6 7-0 6.7 For single-level wood-framed decks with beams sized in Southold NY accordance with Table R507.6,deck post size shall be in accordance with Table R507,8. _ b.Ground snow load,live load=40 psf,dead load=10 psf,L/A=360. 3-2-6 7.4 6-8 6-0 5-6 S-1 4-9 4-6 .?,E- ' - _ R TABLE 8507.8 DECK POST HEIGHT' CJ C c.Ground snow load,live load=40 psf,dead load=10 psf,L/A=360 atiain span,L/A=180 at cantilever with a 220-pound point load applied to �^\ ��r H N10, "y.✓ 3-2 x 8 9-8 8-6 7-7 6-11 6-5 6-0 5-8 V ��• 1�, end. �(/ S;• 1�!'-, � 3-2-10 72-0 10-5 9-4 8-6 7-10 7-1 6-11 DECKDOST SIZE MAXIMUM (; f y d.Includes incising fader. HEIGHT' R ' L, I e.Northern species with no Incising factor 3-2-12 13-11 12-1 10-9 9-10 9.1 8-6 8-1 4�4 8' f.Cantilevered spans not exceeding the nominal depth of the joist are permitted. ^` 4x6 8' For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 pound per square foot=0.0479 kPa,1 pound=0.454 kg. ..�y a.Ground snow load,live load=40 psf,dead load=10 psf,VA=3,3,0 attain span,Vis=180 at cantilever with a 220-pound point load applied at the end. ?ttRfSTbti i¢'kLl WILUM W.atd. .._.._ " b.Beams supporting deck joists from one side only. Por SI 1 tool=304.5 min. tr�.krsSt AMT r<.aNUER ar.ara -sCasrkanraekett c No.2 grade,wet service fatter. a.Measwred to the underside of the beam ALVST LielXA.RkxAfRD !v V.10 :L 004iCi ,apyk ,, d.Beam depth shall be greater than or edual to depth of joists WE a flush beam condition. FC}Ff 3i:SrYA:� 8507'.8.1 Deck Post to Deck Footing Thursday, February e.lndudesincisingfactor. g �k ,R x:tsrspkn Tt.-� Posts shall bear on footing-,s in accordance with Section R403 and Figure R507.8.1.Posts shall be restrained to prevent lateral displacement at the � 1 020 aak:tta.eetsc f.Northern species.Incising factor not included. JrASTS*Le<rrH DROPPED REAM aLmlms Will f; bottom support.Such lateral restraint shall be provided by manufactured connectors installed in accordance with Section R507 and the manufacturers'instructions or a minimum post embedment of 12 inches(305 mm)in surrounding soils or concrete piers. FIGURE R507.5 TYPICAL DECK JOIST SPANS --- ---- °� '� ------ TYNCAL DECK T'---- --� Fr`=O-O - r} CCf,Fill TE 3 i----- - ; �----- --- __ _.- - �. POS- Deck Details R507.5.1 Lateral Restraint at aEam aitaae E Supports o x.wu �e:cats�ea a TxAva CST KG. was eau w tsoau c G fYPIC�AL joist ends and bearing locations shall be provided with lateral restraint to prevent rotation.Where lateral restraint is provided byjoist hangers or c [[ . ,r1:x�•ta n+e•as>�a cak�ksxvta 6:+:Xetflt:�R is <� <'7 F"t)t7T11'J^v( ,o blocking between joists,their depth shall equal not less than 60 percent of the joist depth.Where lateral restraint is provided by rim joists,they :°_sgmF rL€rs rfeR t 11 shall be secured to the end of each joist with not less than(3)10d(3-inch x 0.128-inch)nails or(3)No.10 x 3-inch(76 r nm)long wood screws. o .% sal <n 8507.6 Deck Beams FIGURE R507.6 TYPICAL DECK BEAM SPANS Maximum allowable spans for wood deck beams,as shown in Figure R507.6,shall be in accordance with Table R507.6.Beam plies shall be fastened with two rows of 1 Od(3-inch x 0.128-inch)nails minimum at 16 inches(406 mm)on center along each edge.Beams shall be permitted to cantilever at R507.7 Deck Joist and Deck Beam Bearing FIGUIRE 8507.8.1 TYPICAL DECK PASTS 70 DECK FOOTINGS y each end up to one-fourth of the actual beam span.Splices of multispa n beams shall be located at interior post locations, -5 • The ends of each joist and beam shall have not less than 11/2 inches(38 mm)of bearing on wood or metal and not less than 3 inches(76 mm)an 31 .00 TABLE 8507.6 DECK BEAM SPAN LENGTHSI'•b(ft.-in.) concrete or masonry for the entire width of the beam.joist framing into the side of a ledger board or beam shall be supported by approved joist hangers.joists bearing on a beam shall be connected to the beam to resist lateral displacement. Sheet 9 of 9 l 144 a I'*"�� �a ELECTRICAL ;I with 4;�5 o (T 1t`lSmoke Detector to comK y __- BC 907.2.11 8 Double Electrical Outlet 8"AFF 6 Vapor Tight GFI Electrical Outlet 30'•AFF GFI(VT) , 11Va1�CCTIC1taeo Art-:FiEQ'.11r"" 0 220V Outlet A 3.," -: Contact TOS EnDln^ering at� 5't 0 koro 220`✓ Backfill,OR Pravih��h��,n fn�tnC�'�tocCo�'n• (JQ � GFI Outlet A a C th"+,th+�dralnr4;r GFI A B � Q Q 4 I o -f - door FlLIZAoor Outlet --------1111_.. .--..-.-----....-.-I.----- _ - -- - . . - - -----__ ----- ----------------------1111__._...._..--------------- .. __ I I I owe and ductwork 6 Vapor Tight Double Outlet I 1 I . . - --- _...-_----------_----_---- ---_---- ---- ---- .-- '-,. _--- \-------_--------.--- -- - ---- - -- -- - - - - - e fired. _ testing Q -' -- - - - ---- --- -- ----- ---- --- -- --- 8"AFF _ - - - -... -. . ._ - - -- - O t In r u } Switch Outlet o fi I I Single Switch I I I Must provide Manuals I I I I I D,J and S as per 4Dimmer Switch(es) I I I 1 1 NYS Energy Code (D) I I I : i I II 3 Three Way Switch 3=C Junction box-only I I I I M Recessed LED Downlight I W Surface mounted LED Can Light I I 1 I W g I I I I I 6'L Wall Chrome LED bulb in Socket I C LED Hanging Light Fixture I 26.4'--_-_-___-__ __ ___ I� : Closet Light I I I +- - . ._-._:-'..--------.-------.-. .:---:-.:--._--1 :111-::.:.:,-:.. - ..:.-.-:::.--:..---I::.::.::.-.-......:111-:.........._... _.._...._... - -- ----- -- ----- ------ -- -4 -------------- ------- , , K-_:.-:- =. ::1 I ...."..-..-..--... ..............-..:.-.-.-1111.- .....- ..-.-_1.111.....111...1..-.-..... -.-.-.--.--:.� I I [A - ------L_._._------------'---------.__....----_-.----------._...._..._. .......................... 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I "', , 1i ,�: ::� 12'-4 ,1&1 :111: ... �. . ��t, I .. � IV4,, : � : i�, . .:�:: . - -------� : .---- . . li :� .. , . .2 1 , �lA: Aii �.. ....�--- ,,� , - 2 .L�. C3T) . 4 T W-01, 1 1 (�� 60'-O" t i t I I i � i '\, West Elevation ,/,-.:" C No,5,h, Elevation 6 (� r�, ----.------ " I i ; 0, ; ... .- . � -sCALE: 1/i = V-0i" �,,J I................�,-,. . �...............................................�................�.......�......�............ ............................ � A �f,.: 1,141, - - -'O -.."/ ,;...... ,,,,C, 11 . - -, -1- 6�1111111 i FT-1-11,-, I X -- i ,,, A-300.00 , Sheet 7 of 9 : Section REScheck Software Version : REScheck-Web Plans Verified Field Verified Section Plans Verified Field Verified Generated by REScheck-Web Software Foundation Inspection Complies? Comments/Assumptions rams R In I ctio Co lest Comments/Assumptions # nspe mpl # Framing/Rough-in Inspection m Value ValueValue Value pl &Reg ID &Req.ID Inspection Checklist c'_ (. - 402. .2 Slab edge insulation R-value. R- R- ❑Complies see the Envelope Assemblies 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies Compliance Certificate p [FO1]1 - table for values - - ❑ Unheated ❑ Unheated ❑Does Not 402.3.1, average). ❑Does Not table for values. _[AJ/ Window 4 El.Wood Frame 70 0.100 7 Energy Code: 2018 IECC y ❑ Heated ❑ Heated ❑Not Observable 402.3.3, 402.5 ❑Not Observable SHGC:0.37 Requirements:100.0%were addressed directly in the REScheck software ❑Not Applicable [FR211 ❑Not Applicable Orientation:Front to e F t RES d b id i l Text In the"Comments/Assumptions"column s provided the user in the check Requirements screen. or each 402.1.2 Slab Exterior Wall South 1st Floor:Wood Frame,16"o.c. 330 29.6 10.0 0.030 8 edge Insulation -ft -ft ❑Complies See the Envelope Assemblies Project 1240 Inlet Lane orientation:Left side requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception [F0311 depth/length. ❑Does Not table for values. 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. is being claimed.Where compliance Is itemized in a separate table,a reference to that table is provided. [FR411 are determined in accordance Window 3 Sl:Wood Frame 32 0.100 3 0 ❑Not Observable ❑Does Not SHGC:0.50 4) with the NFRC test procedure or Location on plans/spec:A- Energy Code: 2018 IECC ❑Not Applicable taken from the default table. ❑Not Observable Orientation:Left side Section plans Verified Field Verified 510 Location: Greenport,New York ? _ _ # Pre-Inspection/Plan Review Compiles Comments/Assumptions 402.1.1 Conditioned basement wall R-- R- ❑Complies See the Envelope Assemblies __ ❑Not Applicable Construction Type: Single-family Window 4 51:Wood Frame 32 0.100 3 &Reg.ID _ Value Value [F04]1 Insulation R-value.Where interior' ❑ table for values. 402.1.1, Skylight U-factor. U-- UM 0.50 R- R- Does Noti ❑Complies ,See the Envelope Assemblies Project Type: Addition 103.1, Construction drawings and ❑Complies Requirement will be met. Er Insulation is used,verification 402.3.3, ❑Does Not table for values. Orientation:Left side ❑Not Observable Orientation: Bldg.faces 90 deg.from North 103.2 documentation demonstrate ❑Does Not may need In occur during 402.3.6, Exterior Wall West 1st Floor:Wood Frame,16"o.c. 660 29.6 10.0 0.030 17 [pRl]1 energy code compliance for the Location on plans/spec:A- Insulation Inspection.Not ❑Not Applicable 402.5 ❑Not Observable . Climate Zone: 4 (5572 HDD) Orientation:Back Er building envelope.Thermal []Not Observable 500 required in warm-humid locations [FR5]1 ❑Not Applicable Permit Date: Window 1 Wl:Wood Frame 32 0.100 3 envelope represented on ❑Not Applicable in Climate Zone 3. U Permit Number: SHGC:0.37 construction documents. 303.2 Conditioned basement wall ❑Complies Requirement will be met. 402.4.1.1 Air barrier and thermal barrier 1 ❑Complies Requirement will be met.. Orientation:Back 103.1, Construction drawings and ❑Complies Requirement will be met. [FOS] insulation installed per ❑Does Not 1 manufacturer's instructions. Location on plans/spec!ec! [FR231 Installed per manufacturer's ❑Does Not Desi ner Window 2 Wl:Wood frame 32 0.100 3 103.2, documentation demonstrate ❑Does Not e+ P P A- Construction Site: Owner/Agent: g /COntraCtOr: ❑Not Observable f3 instructions. Location on plans/spec:A- 1240 inlet Lane New York Loadingdock5 Architecture PLLC SHGC:0.37 403.7 energy code compliance for Location on plans/spec:E- -� 500 ❑Not Observable 1 ❑Not Observable ❑Not Applicable 501 319 Bedford Ave Orientation:Back [PR3] lighting and mechanical systems. 001 pp ❑Not Applicable Greenport,NY 11944 Systems serving multiple ❑Not Applicable 402.2.9 Conditioned basement wall -ft -ft ❑Com Ties See the EnveJo a Assemblies - '-- -- Brooklyn,New York 11222 Window 3 Wl:Wood Frame 35 0.100 4 6? 9 p 1 P p 402.4.3 Fenestration that is not site built ❑Com Iles Re hello@loadingdock5.com dwelling units must demonstrate [F06] Insulation depth of burial or ❑Does Not table for values. FR20]1 is listed and labeled as meeting P Requirement will be met, SHGC:0.37 Orientation:Back compliance with the IECC (+ distance from top of wall. ❑Not Observable f� AAMA/WDMA/CSA 101/I,S.2/A 40 ❑Does Not Commercial Provisions. or has Infiltration rates per NFRC ❑Not Observable Exterior Wali North 2nd Floor:Wood Frame,16"o.c. 330 29.6 10.0 0.030 7 ❑Not Applicable Orientation:Right side 302.1, Heating and cooling equipment is: Heating: Heating: ❑Complies Requirement will be met. ----- 400 that do not exceed code ❑Not Applicable .. ".: W,,.._,.------ J 110 0.100 11 3 7z [F01111 t prrrottecty exposed exterior ailed not applicable. Requirement is - - 9 40 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not ❑Complies i limits. f m w µ .-�._, Window 3 N2:Wood Frame P Cooling: Cooling: 402.4.5 IC-rated recessed lighting fixtures 1m; s ... ..,. �. ,__ _... �. . Compliance: 34.2%Better Than Code Maximum UA: 728 YOU UA: 479 Maximum SHGC: 0.40 Your SHGC: 0.39 SHGC:0.37 [PR2] On loads Calculated per ACCA Location on plans/spec:M- P Does Not PP 9� 9� ❑Not Observable insulation and extends a The%Better or Worse Than Code Index reflects tow close to compliance the house is based on code trade-0ff rules. Orientation:Right side 4: Manual J or other methods ; Btu/hr_ ; Btu/hr_ 001 t, oocs NOT provide an Than Coe of energy use or cost creiativeo a minimum-code home. approved by the code official. ❑Not Applicable minimum of 6 In.below grade. -- -` ❑Not Observable g g ❑Complies Exception:Requirement is [FRl6]z sealed at housing/interior finish ❑Does Not not applicable. esti Exterior Wall East 2nd Floor:Wood Frame,16"D.C. 253 29.6 10.0 0.030 3 ❑No[Applicable and labeled to Indicate 52.0 cfm Orientation:Front 403.9 Snow-and ice-melting system ❑Complies Exception:Requirement is leakage at 75 Pa. ❑Not Observable [F0121z controls installed. ❑Does Not not applicable. ❑Not Applicable Envelope Assemblies Window 1 E2:Wood Frame 165 0.100 17 Additional Comments/Assumptions: 403.3.1 Supply and return ducts in attics ❑Complies ;Requirement will be met. SHGC:0.37 d7 ❑Not Observable [FR12]1 insulated>=R-8 where duct is ❑Does Not Pal 1, Orientation:Front ❑Not Applicable >=3 inches in diameter and>_ pp y, Location on plans/spec:M- R-6 where<3 Inches.Supply and ❑Not Observable 001 Exterior Wall South 2nd Floor.Wood Frame,16"o.c. 330 29.6 10.0 0.030 6 Additional Comments/Assumptions: return ducts In other portions of ❑Not Applicable Orientation:Left side Lower Ceiling:Flat Ceiling or Scissor Truss 1,168 29.6 24.0 0.019 22 Window 1 S2:Wood Frame 20 0.100 2the building Insulated .R- for 'diameter>=3 Inches an and R•4.2 SHGC:0.50 for<3 Inches In diameter. Upper Ceiling:Flat Ceiling or Scissor-truss 750 29.6 24.0 0.019 13 Orientation:Left side ------- Skylight Lamilux Dome:Vinyl Frame 23 0.100 2 Window 2 S2:Wood Frame 114 0.100 11 403.3.2 Ducts,air handlers and filter SHGC:0.30 SHGC:0.50 [FR13]1 boxes are sealed with ❑Complies .Requirement will be met. Orientation:Left side joints/seams compliant with ❑Does Not Skylight Lamilux Dome 2:Vinyl Frame 23 0.100 2 d4 p Not Observable Location on plans/spec:M- Exterior Wall West 2nd Floor:Wood Frame,16"D.C. 253 29.6 10.0 0.030 8 International Mechanical Code or ❑ 001 International Residential Code,as ❑Not Applicable SHGC:0.30 applicable. Orientation:Back Exterior Wall North 1st Floor:Wood Frame,16"D.C. 330 29.6 10.0 0.030 7 Orientation:Right side Cellar Floor:Slab-On-Grade(Unheated) 180 10.0 0.730 131 g Insulation depth:0.0' 403.3.5 dtscavities are not used as 46 0.100 5 Building ❑Complies Requirement will be met. Window 1 NI:Wood Frame Basement Wall:Solid Concrete or Masonry 1,440 0.0 15.0 0.099 143 [FR15j3 ducts or plenums, ❑Does Not {' ❑Not Observable Location on plans/spec:M- SHGC:0.37 ❑ Orientation:Unspecified Not Applicable 001 Orientation:Right side Wall height:9.0' 403.4 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. Window 2 N1:Wood Frame 46 0.100 5 Depth below grade:5.0' SHGC:0.37 Insulation depth:5.0' Orientation:Right side [FR17] above 105 QF re chilled fluids ❑Does Not Exterior Wail East 1st Floor:Wood Frame,16"o.c. 660 29.6 10.0 0.030 10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other (, below 55 QF are insulated to ZR- Location on plans/spec:M- Orientation:Front calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in 3.403.4.1 Protection of Insulation on HVAC ❑Not Observable 001 Window 2 E1:Wood Frame 55 0.100 6 REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ❑Not Applicable ❑Complies Requirement will be met. SHGC:0.37 Orientation:Front [FR24] piping. ❑Does Not Window 3 E1:Wood Frame 55 0.100 6 Name-Title Signature Date <J Location on plans/spec:M- Orientation: Observable ',001 ❑Not Applicable SHGC:0.37 Orientation:Front Window 4 E1:Wood Frame 138 0,100 14 SHGC:0.37 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Ter 3) 1 Hi h Im act Tier 1) 2 Medium Im act(Tier 2) 3 Low Im act(Tier 3) Orientation:Front - ------- ----- - -- - - -- -- 9 p ( P P Project Title:1240 Inlet Lane Report date: 02/05/19 Project Title:1240 Inlet Lane Report date: 02/05/19 Project Title:1240 Inlet Lane Report date: 02/05/19 Project Title:1240 Inlet Lane Report date: 02/05/19 Project Title:1240 Inlet Lane Report date: 02/05/19 Data filename: Page 1 of10 Data filename: Page 2 of10 Data filename: Page 3 of10 Data filename: Page 4 of10 Data filename: Page 5 of10 Section Section Plans Verified Field VerlFled Section Section Plans Verified Field Verified Plans Verified Field Verified Plans Verlfted Field Verified # Framing/Rough-In Inspection Value Value Compliest Comments/Assumptions # Final Inspection Provisions Value Value Complies? Comments/Assumptions # Final Inspection Provisions Value Value Complies? Comments/Assumptions # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID _� &Re ID &Reg ID &Req.ID _ -- 20181E Energy 403.5.3 Hot water pipes are insulated to R-- R-- ❑Complies Requirement will be met. 402.1.1, Ceiling insulation R•value. R-- R-- ❑Complies see the Envelope assemblies 403.5.1 Circulating service hot water ❑Complies Exception:Requirement is 401.3 Compliance certificate posted. ❑Complies Requirement will be met. z ❑Does Not 402.2.1, ❑ Wood ❑Wood ❑Does Not table for values. [FI11Jz systems have automatic or ❑Does Not not applicable. [FI7]z El Does Not [FR18] zR-3. Location on plans/spec:P- 402.2.2, Steel Steel accessible manual controls. Efficiency Certificate ❑Not Observable 001 402.2.6 ❑ ❑ ❑Not Observable ❑Not Observable ❑Not Observable ❑Not Applicable [Fill' []Not Applicable ❑Not Applicable _ __ _❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. 303.3 Manufacturer manuals for ❑Complies Requirement will be met. (FR191z installed on all outdoor air ❑Does Not (F12512 fans not part of tested and listed ❑Does Not [FI18]3 mechanical and water heating ❑Does Not Location on plans/spec:M- 303.1.1.1, Ceiling insulation Installed per ❑Complies Requirement will be met. HVAC equipment meet efficacy Location on plans/spec:M- systems have been provided. intakes and exhausts. []Not Observable ❑Not ObservableI iv ❑Not Observable 303.2 manufacturer's instructions. ❑Does Not and air flow limits per Table 001 .' 4 _ ❑Not Applicable 001 Location on plans/spec:A- R403.6.1. ❑Not Applicable .ma ___1_______ k ❑Not Applicable [FI2]1 Blown insulation marked every ❑Not Observable Above-Grade Wall 39.60 521 Additional Comments/Assumptions: ❑Not Applicable : 403.2 Hot water boilers supplying heat []Complies Exception:Requirement is Additional Comments/Assumptions: 300 n I 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. (F1261z through one-or two-pipe heating ❑Does Not not applicable. Below-Grade Wall 15.00 systems have outdoor setback (FI2212 insulation Include baffle adjacent ❑Does Not ❑Not Observable plans/spec:A- control to lower boiler water Floor 10.00 to soffit and eave vents that ❑Not Applicable extends over Insulation. ❑Not Observable 530 Location on P temperature based on outdoor Ceiling/Roof 53.60 _ ❑Not Applicable temperature. g 402.2.4 Attic access hatch and door R-_ R-- ❑Complies Requirement will be met. 403.5.1.1 Heated water circulation systems ❑Complies Exception:Requirement is Ductwork(unconditioned spaces): [F1311 adjakent assembly,of the ❑Does Not p ❑Not Observable not applicable. (F1281z have a circulation pump.The Does Not Location on tans/spec: system return pipe is a dedicated ❑Not Observable N/A return pipe or a cold water supply ❑Not Applicable ❑Not Applicable pipe.Gravity and thermos- pP• ...••, . 7 W Section Plans Verlfted Field Verlfted - syphon circulation systems are Window 0.10 0.37 # Insulation lnspectlon Value Value Complies? Comments/Assumptions 402.411.2 Blower door test @ 50 Pa.<=5 ACH 50=_ , ACH 50=- ❑Complies Requirement will be met. not present.Controls for Door 6r Req.ID - [FI17] ach in Climate Zones 1-2,and ❑Does Not circulating hot water system <=3 ach in Climate Zones 3-8. Location on plans/spec: Skylight 303.1 Ali Installed Insulation is labeled ❑Complies Requirement will be met. []Not Observable N/A pumps start the pump with signal0.10 0.30 [IN13]2 or the installed R-values j ❑Does Not for hot water demand within the r. ❑NotObservable ❑Not Applicable ] provided. occupancy.Controls «,r._.-..4,r. w....,......,..,r�_. _.-..,. ... 402.4.2 Wood-burning fireplaces have ❑Complies Requirement will be met. automatically turn off the pump -"""'• ir��-Baa 771 ❑Not Applicable [FI812 tight fitting flue dampers and ❑Does Not when water is in circulation loop Heating System: f 402.1.1, Wall Insulation R-value.If this is a R-_ R-_ ❑Complies see Me Envelope Assemblies outdoor air for combustion. Location on plans/spec: is at set-point temperature and Cooling System: ❑Not Observable N/A P p 402.2.5, mass wall with at least 1/,of the ❑ Wood EJWood ❑Does Not table for values. ❑Not Applicable no demand for hot water exists. 402.2.6 wall insulation on the wall El ❑ Mass []Not Observable - -- 403.5.1.2 Electric heat trace systems V ❑Complies Exception:Requirement is Water Heater: [IN311 ,exterior,the exterior Insulation 403.3.3 Ducts are pressure tested to z cfm/100 �-cfm/100 ❑Complies Exception:Requirement is [FI29]z comply with IEEE 515.1 or UL ❑Does Not not applicable. ❑ Steel ❑Steel ❑Not Applicable [F12711 determine air leakage with ft ft ❑Does Not not applicable. t, requirement applies(FRiD). automatically either:Rough-in test:Total 515.Controls ❑Not Observable leakage measured with a ❑Not Observable Location on plans/spec:M- adjust the energy input to the ❑Not A Iicable Name: Date: pressure differential of 0.1 Inch ❑Not Applicable 001 heat tracing to maintain the pP 303.2 Wall insulation Is installed per ❑Complies Requirement will be met. w.g.across the system including desired water temperature in the Comments [IN4]1 manufacturer's instructions. ❑Does Not the manufacturer's air handler piping. --___- ---- - ❑Not Observable Location on plans/spec:A- enclosure if installed at time of 403.5.2 Demand recirculation water ❑Complies Exception:Requirement is ❑Not Applicable 521 test.Postconstruction test:Total [F13011 systems have controls that ❑Does Not not applicable. leakage measured with a manage operation of the pump Additional Comments/Assumptions: pressure differential of 0.1 Inch and limit the temperature of the []Not Observable Loa d i n g d o e k5 w.g.across the entire system water entering the cold water ❑Not Applicable including the manufacturer's air j piping to<.1049F. handler _ [F14j cfm/100 ft2 across the system or 403.5.4 Drain water heat recovery units ❑Complies Exception:Requirement is Architecture PLLC 403.3.4 Duct tightness test result of<=4 Cfm1100 cfm/100 ❑Complies Exception:Requirement Is IF131Iz tested in accordance with CSA ❑Does Not ;not applicable. 1 Y ff� -ft- ❑Does Not not applicable. 855.1.Potable water-side <-3 cfm/100 ft2 without air pressure loss of drain water heat []Not Observable 19 Bedford []Not Observable recovery units<3 psi for ❑Not Applicable handler @ 25 Pa.For rough-in �' 'tests,verification may need to ❑Not Applicable individual units connected to one Avenue occur during Framing Inspection, or two showers.Potable water- 3.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. side pressure Ions s drain water 40 [F12411 by manufacturer at<=2%of ❑Does Not heat recovery units<2 psi for ` design air flow. Location on plans/spec:M- individual units connected to Brooklyn QY I V i [:]Not Observable '',001 three or more showers. 71 V.4146510 ❑Not Applicable 404.1 90%or more of permanent ❑Complies Requirement will be met. 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [F1611 fixtures have high efficacy lamps. ❑Does Not 1 [Fi9]2 Installed forcontrol of primary ❑Does Not []Not Observable 'Location on plans/spec: hello@loadingdock heating and cooling systems and Location on plans/spec:M- Starting with A-110 initially set by manufacturer to ❑Not Observable ',001 ❑Not Applicable _code specifications. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies Exception:Requirement is 5.co 1Y 1 Y1 1 403.1.2 Heat pump thermostat installed ❑Complies Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not not applicable. [FI10]2 on heat pumps. ❑Does Not Ili ❑Not Observable []Not Observable Location on plans/spec:M- ❑Not Applicable ❑Not Applicable 001 Project: 1High Impact(Tier 1) 2 Medium Imlpa_ct(T_ier 2) 3 Low Impact(Tier 3) I High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) 11 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) 11 JHbgh Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title:1240 Inlet Lane Report date: 02/05/19 Project Title:1240 Inlet Lane Report date: 02/05/19 Project Title:1240 Inlet Lane Report date: 02/05/19 Project Title:1240 Inlet Lane Report date: 02/05/19 Data filename: Page 6 of10 Data filename: Page 8 of10 Data filename: Page 9 of10 Data filename: Page 10 of10 1240 Inlet Lane Southold NY �Eo ARCh'i CO`�,��R M ORgTyT���A (La�L'I i : 02925°��O F OF N� Issue: 07/17/2019 OF NEw� Res-Check �\ ctl)� 5 a DEFR� 0 m � LU z(P c.� J A-600.00 \\A JUL 1 8 ?V9 Sheet 18 of 9 A B C \ \ \ 1 \ I I I I I I +26'-5" +26'-5" -- - 1 3 Roof i q it - - - - - -- 3 Roof I I y E1 Y, E i I I - -- - - - - -- - - +15'-8" - -- - -- - - -- - - - - - - - -- +15'-8" -- --- - - -- - 2 2nd Floor - ---- - - -- - - - - - - - - - - - - - - --- - -l- -- 2 2nd Floor - is E6 \S5 I S4 S7 I I I E4 I E5 I - - - - - - - +4 - I +4, 1 Ground Floor I I 1 Ground Floor -s 1114- -- — I Existing adjacent grade - - - Existing adjacent grade i .. - I T s — i i 5' -1 Cellar 12'-4" 17'-8" 1 25'-6" 18'-10" 15'-8" 30'-0" 4 3 60'-0" 2 1 East Elevation 2 outh Elevation \ \ 'SCALE: 114" = t'-0" I I I I \ \ \ I I I I i -- -- I- - -- -- - - - - - - -- --- -- - - - - - - - - - - - - - - -- -- -- -- - - -- - -- - -- - - - -- -- - -- -- - - - - - - - - ' 3 Roof -- - - - -- - - - -- -- - -- -- - - - - - -- - - - - - -- --- I I I Loadin dock5 Architecture PLLC \ N2 319 Bedford Avenue I w Brooklyn NY N 718.4146510 hello@loadingdock -- -- - - - - - - - - - - - -- — -- -- — �- - - --- -- 15'-8" .com -- -- -- -- -- - -- -- I - -- — -- - -- I - - -- - - -- - - - - -- ---- -- --- --- --_.e._.----- -- � 2 2nd Floor ' . - --- -I Pr I o'ect: 1240 Inlet Lane 1� F] 11 /w, I I _ i Southold NY - I I I ARCH L +4' 1 Ground Floor O 1 I I I I N6 I Existing adjacent grade �y 029250�1� /W1 \ I I I Existing adjacent grade I /O I I TF OF N� Iss _ _ -1- _ _ -i--- i -� - ----------- - 07/17/2019 t Elevations i -1 Cellar 1 15'-8" 18'-10" 25'-6" 17'-8" 12'-4" � 1 2 60'-0" 3 4 30'-0" O N E�i'vo�Y s� � X 6 11e\ est NorthEevaon1WSCAEL_ -0" Z 07 n� �c� _ 00.00 �Q 5 �� /� ARaFESS\ Sheet 7 of 9 07/17/2018 30.9' 4 30.0' T t7l\ 3 16" ML . . . . . .. . . .. . <El> JL _j (0 C� LIG &VENTILATION: I LIGHT&VENTILATION: ROO SIZE 190 SF ROOM SIZE 194 SF REQ IGHT(109/6) 19 SF REQ.LIGHT(10°h) 1 ) 9 SF : �,Kuv LIGHT 64 SF PROV.LIGHT 100 SF REO.VENT(5%) 10 SF REQ.VENT.(5%) 10 SF PROV.VENTILATION 32 SF I PROV.VENTILATION 32 SF 26.4' 0- I I I I I I i � � I i _j Co 60 C.� Co LIGHT&VENTILATION: ROOM SIZE 547 SF i , REQ.LIGHT(10%) 55 SF PROV.LIGHT 187 SF REQ.VENT.(5%) 28 SF PROV.VENTILATION 72 SF 11 7/8 ML Fly -------------- - --------- 4 - 11 /8� ML Through bolted Ti 4 - 11 7/8" ML Through bolted Top Plate w/ 5/by3l w/4" Bearing Plates r-------------------- Bolts and 4" Bearing Plate ; ------------- - I r ------------------- - ( VIII ( L -- ------------1- -------- ------------------- o i w zo -------------------- - 0 w 5/8 lofts 4�tar�ing Plates x 0 1 ,690.80 sq ft 7 IQ 1 -0 0 :3 0 U) 7 > (n -200 UL D 11 7/8 TGI 16" O.C. 560 11 7/8 TGI 16" O.C. 560 0 i ICo N _j LIGHT&VENTILATION: ROOM SIZE 445 SF REO LIGHT(10%) 45 SF PROV.LIGHT 402 SIF REQ.VENT(5%) 23 SF PROV.VENTILATION 82 SF LIGHT&VENTILAT )N: I LIGHT&VENTILATION: I M ROOM SIZE129 SF ROOM SIZE 196 SF REO.LIGHT(10%) 13 SF REQ.LIGHT(10%) 20 SF PROV.LIGHT 25 SF I PROV.LIGHT 85 SF REQ.VENT.(5 7 S REQ.VENT.(51%) 10 SF 25 SF I PROV.VENTILATION 67 SF L- - -- - - - - - - - - - - - -. - - - -----_--------- - 16" MU-R—eader 3 - Header 30.. 734.57 sq ft OF NF1 t, ............... 11 7/8 ML Fly 13 wry„ rn Z 0�2 1'r, LU 4� r r eq% r r U F I 'Inlet Lane , Southold NY Structural Plans SO =00 07/17/2018 30.9' 30.0' -4 B 3 - 16" ML — - — - — -— - — - — - _JIL_ (0 CTZ 'LIG F t&VENTILATION: LIGHT&VENTILATION: R SIZE 190 SF ROOM SIZE 194 SF REQ IGHT(10%) 19 SF REQ.LIGHT(10%) 19 SF LIGHT 64 SF I PROV.LIGHT 100 SF REQ.VENT(5%) 10 SF REQ.VENT.(5%) 10 SF .PROV.VENTILATION 32 SF I PROV,VENTILATION 32 SF 26.4' 2 a j I I j I , 1 I (0 1OD cl� C14 ' i � I I I LIGHT&VENTILATION: ROOM SIZE 547 SF REQ.LIGHT(10%) 55 SF PROV.LIGHT 187 SF REQ.VENT(5%) 28 SF PROV VENTILATION 72 SF ij WI � � I 11 7/8 ML Fly I _ I f _W1 4 - 11 �/q� ML Through boltedIfs own 5/8 Bo Cts bolted Top Plate w/ 5/ w/4" Bearing Plates ----------------- 4 - 11 7/8" ML -- - I I Bolts and 4" Bearing Plate ,,-- -------------------- - i I j -------------- ---------:------------ ----------- ------------- I I , _ '1 -------------------- ( I I r- ! _ I LO � I .;\\ 1� ,' ° .' 1 ,690.80 sq ft CID =3 7 7 U) j Ct _j s f or Plates 4es I' I UUU CD _C D 5 2 C"! U) =3 I 00 J7__ N 11 7/8 TGI 16" O.C. 560 _j 11 7/8 TGI 16" O.C. 560 1 2 1 o oo 1 i I ti I N _j LIGHT&VENTILATION: ROOM SIZE 445 SF i j I I REQ.LIGHT(10%) 45 SF PROV.LIGHT 402 SF REO,VENT(5%) 23 SF PROV.VENTILATION 82 SF LIGHT&VENT(LAT )N: I LIGHT&VENTILATION: I Co ROOM SIZE 129 SF ROOM SIZE 196 SF REQ.LIGHT(10%) 13 SF I REQ.LIGHT(10%) 20 SF PROV.LIGHT 25 SF PROV.LIGHT 85 SF REQ.VENT.(51/6) 7 S REO.VENT.(5%) 10 SF 25 SF I PROV.VENTILATION 67 SF 1 ! I ,I ------------------- --- -------- jrl, 4 Reader 3 - 16" ML Heade 30 734.57 sq ft j I ; I i I � ' , ............. 11 7/8 ML Fly A B OV NEW 0 D F.LIZ 0 eel om rwfw ,." /rte ' ? A �p r r F I F I 'ro Inlet Lane , Southold NY Structural Plans V --- GENERAL NOTES: 1.ALL CONSTRUCTION, LABOR AND MATERIALS SHALL COMPLY WITH ALL LOCAL AND AP OF DESCRIBED PROPERTY' STATE BUILDING CODES, ORDINANCES AND TO THE RULES AND REGULATIONS OF N 82055,10"E sGo.ia N 82 15.00E LOCATED AT GREENPORT, ALL AGENCIES HAVING JURISDICTION. TW7A 2.04 27.56, TOWN OF SOUTHOLD 23HE CONTRACTOR SHALL VISIT THE SITE AND BE RESPONSIBLE FOR VERIFYING APPR VEDAS NOTED rt! ,� `KETAL) STG,"�,:� �•�,-,TER F SGo.37 CO. OF SUFFOLK, ST. OF N.Y. ALL DIMENSIONS AND CONDITIONS.ANY DISCREPANCIES SHALL BE REPORTED TO DATE: B.P. 'PURSUANT Ti Y FD21Po 9X p 68FD11P CONC THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. FEE: _ _ BY: OF THE TGV�'I� L' v,_.. .6 1.25 NG 4%# SCT NO. 9000 - 36 - 02 - 2 25.9 3.THE CONTRACTOR SHALL ARRANGE AND PAY FOR ALL PERMITS, APPROVALS, NOTIFY BUILDING DEPARTMENT AT ' sGl.osx ® INSPECTIONS AND TEST REQUIRED BY ALL AGENCIES HAVING JURISDICTION. 765-1802 8A TO 4 PM FOR THE SS FOLLOWING INSPECTIONS: 1.58SG / ? C 4.THE CONTRACTOR SHALL PROVIDE ALL ITEMS OF LABOR AND MATERIALS, 1. FOUNDATION - TWO REQUIRED } 'o WHETHER OR NOT SPECIFICALLY INDICATED, IF REQUIRED TO COMPLETE THE FOR POURED CONCRETE rw6A 1.94 ♦ �F 2. ROUGH - FRAMING & PLUMBING INSTALLATION. �s�� 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING AND 3. INSULATION 4. FINAL - CONSTRUCTION MUST J x 1.49 SG \ SG 4 ��F PROTECTION OF ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, COLLAPSE, BE COMPLETE FOR C.O. ELECTRICAL i NG \ ♦ DISTORTION AND MISALIGNMENT. PROTECTION SHALL BE IN COMPLIANCE WITH ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED TW5A2.84x;'` Z \ ♦ REQUIREMENTS OF THE CODES OF NEW 49.50 0 \ WITH APPLICABLE CODES, STANDARDS AND BEST PRACTICES. YORK STATE. NOT RESPONSIBLE FOR o \ 1.34 SG tO \ SG 1 0.08 FDAP 6. ALL MATERIALS SHALL BE INSTALLED AS PER THE MANUFACTURERS DESIGN OR CONSTRUCTION ~ SEAG 8DP1LE 0.15 ERRORS. I x \ RAss 0.05 FDAP SCALE: 1"=20' SPECIFICATIONS. ' 1.45 SG SCTM)SOT 24 x x 0.35 SG ♦ ® � 1 \ SG 5 1a` P c1�Go7.DO NOT SCALE DRAWINGS. DETAILED DRAWINGS HAVE PRECEDENCE OVER all SG o o ��e oP SMALLER SCALED DRAWINGS. PLOP" 3ER CERTIFICATION 'a 4A x -- __ _ o ��s y "See 8 THIS WAS DESIGNED AND SHALL BE BUILT IN ACCORDANCE WITH THE NYS ON LEAD CONTENT BEFORE r SG 1.21 SEAGRASS X 1.10 SG _ `�`1.5 SG ��pC ♦3s,� �Q ° LANDWARD QrA- COMPLY WITH ALL CODES OF I T� 98 DAPCIU ENERGY CONSERVATION CODE. CER KATE OF OCCUPANCY NEW YORK STATE & TOWN CODES SOLDER USED 1N WATER x _ -- - tiny -0.02 SG .,�� ,P 9. THE CONTRACTOR BEARS FULL RESPONSIBILITY FOR THE MEANS AND METHODS AS REQUIRED AND CONDITIONS OF SUPPLY SYSTEM CANNOT ' 1 SG 1.54 ..- •�.. � � �,. ;x RMPAP 25 2.51 i 1.23 - ' rlvts �qNo� x� 9 0` Tg 59 ° OF CONSTRUCTING THE WORK SHOWN ON THESE PLANS.ALL WORK PERFORMED TW3A I SG // Boliy q�- - Z9jxr!Oq� WgRp \ 9PLei3o Qe �c� 8UA2E A EXCEED 2/10 OF 1%LEAD. J 1.71 TOE 1.55 TOE �' i:,T �FT�gF�j \ N2o� oMxo•_T -,+u 1 1.agT�E -'�- �, TWL5 roE3.2s T 3 x zT B P.LE SHALL BE DONE IN A GOOD WORKMAN LIKE MANNER TO THE SATISFACTION OP THE G BOARD _ - - - - - [.c/aTQE 2.77 " ��'/ E2je0[y �YOF�q ,c \ 8DP 2 7`31■ OGV- -- TWL43.05 i / 6.16 TW DL 7$ g 1, Glc s �c> :;<; SS �p0 usitlii�iiiiiiiiii,i,iiiiiiiiiii,i,iii / yqp U� ?To g, � OWNER. SOUIH TWL3 2'49r i,,„„ ,1,i Uy _-` - 91IOE` Vv2AP KyF yrr x 0 10. THE CONTRACTOR SHALL ATALL TIMES KEEP THE PREMISES FREE FROM so �ron�f ;tt €s _ _ NG 7.20x`\ S�c7.6 x 9�P", L 7,98NGGB3TW2B NG�� SD ° . '•• �3 w ``` ♦ ACCUMULATION OF WASTE CONSTRUCTION MATERIALS AND RUBBISH. UPON - N. • . - - _ 2AP R'R TIEALL 9.13 TW28G ��oQ 1, 1'Oyp9Gs S3�4 9? S2"`56,a. ro..L' egoea� °x9 �ss�s`uBTEi'3G I - I sarG: ,., .95IV" COMPLETION ALL DEBRIS SHALL BE REMOVED AND THE PREMISES LEFT IN A � . TOE 2.33 x5.85 NG TW2 S 9.28 RET' TCA 5 <0N -0 ae5 Nr �` NG 6 9 TCAP 8.8 WDAP9. CY 1 p.11 S A,PK o G. 'bs �,� n n TWL1 TWL23.16 /-- - , :• . DAP9. 6 9318 p.. " BROOM CLEAN CONDITION. ALL RUBBISH SHALL BE DISPOSED OF IN A LEGAL - LUMBI( C 1.93x,,,,,,,,,,,u, „,,,,n l / GPUP62.eNb 8.0 :.�: .: . .. DAp13. Wo 51 1pBLD N ham -0.38 SG2 ALL-PLUMBING WASTE GP PP6 Nfa�'$2 AOLIST.;8:;&3'x ly1'J 4pB �� 101 p.ps� Ap LANDWARD EDGE r?� :>,:.: :P0 5 8 p>�K 9.33 0 12.0 MANNER. I V=S war R R� . ....:. �. Q &WATER LI:. r _n pFTIDAL WETLAND TOP6.94 - - - a soBSF P� `� 11. THE CONTRACTOR SHALL COORDINATE ALL SPECIAL CONSIDERATIONS OF THE I '` CC����;n.,'1� ;. . ; , \ �� OCCUPANCY OR T�sTING BEFOrsw ti FLAGGED off, :::':".' .. g0 b o ° - :. . .,. .; pf�L' •�. x = 0.64 erg :.•. : $GR;,,..•.: ...::.:.:.:.:.:....::: 70AP.9:48 N 140 m �. // $.#fi : .; :,:;• , ;. :, NG.8.;j5:, D 9S e� sT�,� w o ,86 11 SG3 �. CONSTRUCTION (EX. NOISEY OPERATIONS, INTERRUPTIONS OF ANY MECHANICAL FH 7.77 . F/% , <W 6 OgA,y Sy o,�-�? x 0.55 SG2 �., USE IS UNLAWFUL 8' • W . ^ - a ,o N z 2.09 NG F AND/OR ELECTRICAL SERVICES, MATERIAL DELIVERIES AND/OR STORAGE) WITH L -l- ::Gh'A .a4' ,. ••:`••.:.•:..:..,,.:' , :`.:•.:,:::: gKAP NC� c, WITHOUT CE 1 ;,;. .•,- , ,�,.: . 8., �� ,.,r..,..; 8.40 BKAP P nX $ w 5.44 -'�, THE BUILDING OWNER OR MANAGEMENT PRIOR TO THE START OF WORK. I `P `i�..,`0r TW 8.57 �$. BKA ;" 4 9.29 SEA `< a a caro TBHPO �9 R T, ' ETW 8.s5 8 FO ETW `' i' ' m::.: ::••; 58 EN 1?iD �z ® e '> ! ' di ` ; B 'F ggg• 9. CLO v o N m �� �� 12.THE CONTRACTOR SHALL PATCH AND REPAIR EXISTING CONDITIONS WHERE x8.49 8.57ETW1VCAP(Ff.4 1 v i OF OCCUPANCY ETW ETW GRAV 8.54 N 00TCEND .:::.: ; �66 m �N-� o � \ 0.42 SG2 DISTURBED BY NEW WORK OR AS REQUIRED BY PLANS.ALL EXISTING AREAS OF 8.54x X8.68 ETW / '` .v� ',,.,C�IVCt1P:l\f9:: o m 26 -0.73 SG2 __ ETW8.73 v:: o^� c �, -A a� \ 1.14 THE BUILDING DAMAGED BY THE CONTRACTOR SHALL BE RESTORED TO ORIGINAL 8.66 ETVII \ R1 � T'X �,1 l7 0T6 to P5 92 �+S NC Tnt9 SG3 x8.84 ETW I m Z -n 3 a ;y,, 70!424' ` AT NO ADDITIONAL COST TO THE OWNER. I ,: :..'> p o 0 73 133 X90 13.ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED PLUMBER AND \ I a ? >�Oq 6.74 NG I y A a•: F V{Ni<AF�:9.50• y '� o ea NG - % SHALL CONFORM TO ALL BUILDING AND HEALTH CODE REQUIREMENTS. I. :•t. .. •.. :. :. .wv� 0.55 SG2 to •« • ::''6:45;01%+•: rn 14. THESE DRAWINGS AS ARTICLES OF SERVICE ARE THE PROPERTY OF THE 1 ' F � 03 x 0.70 O o' 'A P.--: SG2 \ I IV 6'mv6 7 U3 i N 900 -11 w A 2 = 1.21 ` `, Z (" •T,LT, T� 9TNG m - SG3 ARCHITECTAND SHALL NOT BE USED FOR ANY OTHER BUILDINGS OR PURPOSES \9.66 ETW 9.70 NG ::,.:.:;.>.• o o v r�S gSP:.k J n PLN .TFt?Ajt..• 84 �' �' ti "��"•ro;hs o -2�29NG \ ® SPECIFICALLY APPROVED BY THE ARCHITECT. /I 11.08 PLNRAP,N 9.44 x ° ° c4 c' p 90 = 1�/ I GB PLN • ¢4: STo os� _ ` \ 4k 15. THE GENERAL NOTES CONTAINED HEREIN ARE PART OF THE PLANS AND I :`.::NG3:3 '. 6 �CK1 x �9 Oo x .• .•.y G -2.18 SPECIFICATIONS AND ARE TO BE COMPLIED WITH IN ALL RESPECTS. THE MOST ' 47.7 .r':CkV�P,'22 :�.,^efv •` z 10WbAP !� T L11 0.79 SG2 ' `:,e..,..••;;' 7CAP9.6 . : :.•:'� ..:.... D'' 9P p'F 7080 NG 1.35 SG3 1 �� . ,x,09. ��.o, �" 1 RESTRICTIVE NOTES SPECIFIED ARE TO TAKE PRECEDENCE. 1 80DSET f})p..: N .;., :. N. g N TBH BG 16. THE CONTRACTOR SHALL FOLLOW THE REQUIREMENTS OF ARTICLE 19 SAFETY /1 �c T°gt c=: •. '.c>, �f:;.'fCl{�{�' '6.67TBN3AP 10.2 r,•:. , o� .•.,....;, 8 'e;...:. 9.1 re, Np501 ,59,9 a 2.66N 0.84 SG2 I 4�' . .. . .. d3• 66 �� S91, I I OF PUBLIC AND PRIVATE PROPERTY DURING CONSTRUCTION OPERATIONS FOR 1 10.91 ETW 10.58 G89�pQ:' x9 R R TIE NGS x 3. IBS 2x2,+rSEr I 100 ETW I = 1G44x® 1 Ge 9)6 / / / , 3z7TwL12roE I PUBLIC SAFETY UNTIL COMPLETION OF ALL WORK. I I r 1 x 10.44 x x .14 SG S 84°50'501'W 209.43 I v I y J NG TOP, ' 9y 0.57 SG2 I �>� J 0 o " CMONFD 11. I ► 0 '��'aG NG 10.06 8.72 NG � 0.68 SG2 FLOOR PLAN NOTES: I� M, j b 0 1. ALWAYS USE DIMENSIONS AS SHOWN. DRAWINGS NOT TO BE SCALED. 1.05 SG3 I R; I 12.35 ca�1 ;\\ \ \ 2. F.D. DENOTES FLOOR DRAIN. Loadingdock5 \/ s x0.73 I 3. REFER TO GENERAL NOTES SHEET DRAWING NUMBER N-1 FOR U.L. LISTED, Architecture PLLC II I \ NG 9.30x\ x5.53 NG ��" `00 \ SG2 6 HARD-WIRED, SMOKE DETECTORS. 0 111 ` �6.96NG 299T0� 0 4. H. 319 Bedford ,� ''� R. DENOTES HANDRAIL (SHALL COMPLY WITH SECTION C27-275 (F)). I I x X2.45 NG p NG 11.40x I \ \ 4 0 5. M.S. DENOTES MARBLE SADDLE. Avenue I 12.49 GBAP I 12.54 60DSET x \ - \ ' 2"70 � ti 6. PROVIDE MECHANICAL VENTILATION FOR INTERIOR BATH SWITCH ENETTES. Brooklyn NY I s.a4 \ rwL14�TOE k 1.02 SG3 0.84 i m FOR ADDITIONAL INFORMATION, SEE NOTE NUMBER 60 DRAWING NUMBER N-1. 718.4146510 12.31 ETW NG TOP 7.75 ` \ SG2 x� 7. AREA OF DUCT SPACE NOT TO EXCEED TWO 2 SQUARE FEET. SEE PARTITION Im \ 10.80NG \ \x8.79NG NG 7.86 O ( ) hello@loadingdock I \ I I� a _ � , 286T E LEGEND. DRAWING NUMBER D-1. 10.52 NG 5.com I I NG 12.0` \ \ x ___ ��` , 8. FLOOR JOIST UNDER BATHROOM/LAVATORY AREA AND KITCHEN/KITCHENETTE I I I - - t- N ' .022 TO BE SPACED MAXIMUM 1211O.C. I I I x12 98 CTM oT 251 TOP 10.50 , .� I 9.ALL WINDOW OPENINGS EXCEEDING 4'-0" (EXCEPT WHERE INDICATED ON PLANS) Project: I S -� �\_� 0.96 SG3 I TO HAVE 12" BRICK RETURNS. ALL OTHER WINDOW OPENINGS (EXCEPT WHERE I i WOODED/ ACANT �� NG 10.78x 1 _ ; i I i --� TOP 10.79 Vom-1 .55 NOTED ON PLANS) TO HAVE 4" BRICK RETURNS. !v�as NG 11.46 TOP s a Is o 10.ALL EXTERIOR SURFACES TO BE BRICK OR ALUMINUM. 1240 Inlet Line xi2.55 NG 11. FOR CONSTRUCTION OF BEARING PARTITIONS WHERE APPLICABLE SEE �/ I I Im-° NG13.17 G�O� \ ?42 I 0.98 SG3 -0.0 ' ' Southold N i 2.22 TOE sG2 PARTITION LEGEND. - I I A x _ 12.127WAP TWL-16 TOE2 3.27 I I , Q G ^9�. . TWAP 12.12 11.12 TWAP QJ P CM 0.5E g: .' � a..3{V:'.>:R1 �.�� .: " 8,83AC BHBG 4.45 ;K�2.39 TWLI7TOE 12. FIREPROOF ALL INTERIOR COLUMNS AS PER DETAIL, WHERE APPLICABLE. ". .:,�_ 3 _ "'10 r, 12.51 �3 $( G .. ,,•:...�•; .: +; 11.08 TW �' v ETW ���gD P 1 ...• .. `: y, •{�:'.,. 8.31AC 9G � x1.23 SG3 N 12.58 12• ''Q3 ;,•' $4°5n''S0. ;. .' .. �z CMONFD 12.52 N I ETWDWAP ',,, t"•; -'AUE�E7:W L.. +' �o ' NOTES: ` �� -� (� ��, ? ,: :':,: 'DF2� ' : LOT 26.1BHPOL 4.03 W I 49.5:., :�� Lr� `699 fi. $CTM2a AC. ASPHALT 12.58 0 ��s-* o A AP: ANGLE POINT �80DSET mit y�yA c:'. 1 ` Q- II, ; BK: BRICK �o �O u , BLD: BUILDING v`\`:� N�� I CF: CURB FACE 12.31 •a EP:EDGE OF PAVING ig 8 A LAND.4gRV9�/JN9 JN09 I ETWDWAP ETW: EDGE OF TRAVELLED WAY Issue: I o GROSS LOT AREA: 14,330SF; 0.33 ACRES EX.=EXISTING PETER A. GROBEN I I NG: NATURAL GROUND 3/5/2019 LAND SURVEYOR NY LIC. 50869 I I AREA OUTSIDE OF LANDWARD EDGE OF TIDAL WETLANDS PCC: CONCRETE P.O. BOX 704 RIDGE, NY 11961 I I AS FLAGGED BY COLE ENVIRONMENTAL : 11,587 SF (= PROPOSED) 631.849.4750 112.21 112.25 SG: SEA GRASS ETW ETW BUILDING AREA = 1,833 SF SSMH: SEWER MANHOLE DECK AREA = 562 SF """""""" =LANDWARD EDGE OFTIDAL TBH: TOP OF BULCKHEAD WETLANDS AS TOTAL BLD & DECK AREA = 2,395 SF COLE ENVIRONMENTAL IO OCT 201BY (8. TBM: TO BE MOVED THE OFFSETS OR DIME-NSIONS SHOWN HERON FROM THE PROPERTY LINES TO TBR: TO BE REMOVED Survey / Notes THE STRUCTURES ARE FOR A SPECIFIC PURPOSE&USE. THEREFORE, THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION ETW=EDGE OF TRAVELLED WAY TC: TOP OF CURB OF FENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. TE: TRASH ENCL. • 2,395 SF =GONG. MONUMENT TYPICAL UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY IS A VIOLATION OF 11,587 SF TG: TOP OF GRATE SECTION 7209 SUBDIVISON 20 OF THE NEW YORK STATE EDUCATION LAW. COPIES TH: TEST HOLE OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR = 21% OF BUILDABLE AREA SURVEYED: 06 OCT 2018 EMBOSSED SEAL SHALL.NOT BE CONSIDERED TO BE A VALID TRUE COPY. : TW: TOP O F WALL WIFENCE: WROUGHT IRON CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 1S PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY,GOV- ERNMENTAGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. -001 .001 NO RESPONSIBILITY IS ASSUMED BY THE UNDERSIGNED FOR ANY SURFACE, SUB- SURFACE, AERIAL EASEMENTS,SUB-SURFACE UTILITIES AND/ OR STRUCTURES IN OR OUT OF EASEMENTS IF SO PROVIDED. SCTM 1000- 36 - 02- 24 9 Sheet 1 of -9 e e e f W 0 • `\ e 0 `\� 0 Site Data: • a 00 Description: Total: (SF) Lot Coverage: (%) Gross Lot Area: ___ ------ a 14,330 __-_- __ ,I�..w,"--' " ' x --=-,T •- Property Wetlands: 2,743 _ ------- x__ n 0 ;,� ,�.�,L,,,,,„,,,,,,,,,,,,„ �%,••,n Buildable Property: 11 ,587 . , ------ --- a - - ----' / �✓�` a,•� Existing Building: 1 ,833 Existing Deck: 562 � - Existing Total Existing Building & Deck Area: 2,395 0.21 +• ' � \ 0 -3-� �( • � t Story Building 0 _ - Existing \ ee Prdposed Vertical addition: 688 \ 1 Story Building Proposed Buildi g in total: 1 ,833 ; 0 Penthto ue ” I \ 0 1 \ �I ,, P ,du' I \ 00 Proposed Ncl 562 Fu Ure drk. of part o this applicat n. S�� ,• m I I Total Propo�sed�Building & Deck Area 21395 0.21 a l 1 i� \ \ l xlstin Plo ojaen Proposed Plot Lan _ _.... SCALE: 1132" mm V-0" 2„ 1,_0„ 1AME is 1�tcDona.l.d Geoscience 't Y 1240 Box 1(H)t)Snut.tu>tei,Nl4 11971 01.765.367iI„ '('$6 �� 41 e ,� � ,,� • mrr3 Pnzna,Lrczm R' � ( Op -: .? Sn s^ x `17est Hole Data Sheet SLDAP 9.49 � �� � � x Pah KA}� 9.4 25.8:•' �`,, c u>, x Name: 1240 Inlet Lane Ext Loading Dock 5 CLOSURE 69•A wo M jai�`',• •'" ' X x �• EtdCI grrfr'.vs+ Nf Surveyor: Groben sa DE SF PrA.NT rn / Location: Greenport us 74WD 10.$ 86 = `CST Nt 400 Tax Map Number: 1000-36-2-24 ' ;t ,.> ; ,;; rrn .''• R�t Project Description: Res Date: 2/26/19 8:10AM C3 \ Dark brown loam OL x'> Brown silty sand SM y: >"f4�'; ` l t 97 GA ;T0 'A t l cv RtR TIE CURS r• Brown fine sand SP \ x x 01•2 - _ _ Loadingdock — ------- x — — — — — — — �\ ® Architecture PLLC CO 319 Bedford .. � .1-f. c.rnf,�s 11,_79(, xAvenue Water in brown fine sand SP / \ \ x --} - _ _ _ - -- - ,, \ \ Brooklyn NY a" t — , x Frw "% ''''' -,,, 718.4146510 � ���1�,� ,lll��l,�tt��,� ,�, _ - ''�,, ,� \ x hello@loadingdoc 17' 7 ( — / x x 5.com Comments: Water encountered 9.5"below surface - CO , Project: Test hole boring.....$500.00 Q / Q x Drainage Calculations: 1240 Inlet Lane -...��, ..... Data LocationSouthold .........._ _ x Dwelling Roof Area: 30.4' x 60.4' = 1836.16 Sq.Ft. _ / 1836.16 Sq.Ft. x 0.167 = 306.64 : 307cf required. p ( ) Diameter x 4' Deep Drywell: 176cf x 2 = 352cf provided. Cess Pool Note: Bottom of proposed Dr wells atapprox. same level as R1 existing basement floor. -- - �o 4" PVC Pipe Q?925� Cess Pool 1 N�� 1, ® � \ _ \ Issue: �,. Septic Tan ..a \ ® 3/5/2019 N _ Ix M Cess Pool � X M . ; x x _ \ Drywell 4'dee \ ® Zoning / Plotplan z 5 8, . it / x \ �`. Drywell 4'dee / x ' I x x I �,�; a �-.x 5, - • x , A-002.00 --• :\ - (X I 7C1 � r•- Cirr�qfl looati � \ \o ...__._.._........ � _ Sheet 2 of 9 C x x ... — , x 8 A-300 � A-300 A-300 A-300 _J slli 51-61, -- -------- v Ix : r. � I , 1 � ov0m rILn _ _,. __.........__.._.. _ m o _.. 2„ I co iso °'_ a o _..._. .. - I N I N ' I , ._.., . ....... 1 ® _ ,._.— w,. ........... i ! : I —.....—......--- __1 _ ® w v �.__...,. ...-. _ .._..l gq� o�o _ _...._ _ I i S : , _ 1 r.' �ii r5 r2 r2 ....._...-...�,.,. _ I f _ .._._...._., i iB a d - �"i � .' A-300 - ._..__.............-,....._., • '� � �/\, _... _.._._......,.._. p I e{ I —_....__� Ceiling Height: T-11' _._....._ ._ _ _..__ _......__.._..._..,___..._�___ Ceiling Height: T-11' --- -- \ - 4) _ A 0 _ , ry. 1 _._ I ----------- (D- ...... ......_........ _........___....... — —__ ;i. I _ ._._ _ ......_ ..._...._-_-----—_------. I I Z I — Architecture I y�. 319 Bedford r .. . ... . .. . .:. ® lx-,-: Avenue ''" /! /ilf�l`9��y% \..•r; ' Brooklyn NY � 4651 718.41 0 \ I hello@loadingdock 5.com ® - '` Project: I � 4 Uq 1 _Q_ I 1240 Inlet Lane Southold ICY 4'-Z" ,Y 5 NER MSR .. 12 : �.' ✓ \' ,r -----"---"-....._.._----------- — ......._.._..---- —............._.--..... -""".-..............-. '— — - 4 �F NEii --•-..,...•••••.••.• ------------- - 3/5/2019 ! _.._..__.. _................ I ______...._...._.__. _ A.300 _......._......_.............._...._........_ � ---------------- Proposed `+..d�l�ti� A-300 --------------- > �_..........._.___.... ............................ ......................»....._............... ___ _ .,._____...__ L ! CAL : 1/4" _ -O ............._................................................ ._ � _ =:v Existin Cellar ___----------- Cellar Floor Plans I t ! I I I I 3 ' I I Ai t ! A-100 .00 Sheet 3 of 9 3 A-300 0 e r t � 1 r I — 1 . .. ... ..................... ................ ......................... ........................... I..............Sit T A13............ ............ .......... I _-—--__.............. ............ ............ ... ....... ....................... ....... ........ ......... ....... ... ...... ...................... ........... ............ ....... ....... ............I.......................... ....................................................................... ........................... .......................................... ........ ...... ....... .............I -—-­­­- .............. —------ 1 ..................... ........ .... ........ ... .......... ............ ... .. _ I I I t { o I } I�----...__.._._ .__ __-+-__—. f i : Bedroom ......:: ( : .. _.. .. .... ...Den � ', � s ....—....__._....._.........._..........�.._...� �.^�4 194.35 s ..ft.:............ i 3 �89:96 s ft � ......_........._.._.._.._ _ I q _ 14`7"x7T-6" 1'4'' "x 13'-i0" I ,.. _......_. _ ..__............_ .... .. } # ;. ....}..—..... .f:: ;.. . . . . LIGHT 3 VENTILATION: ... .........L... .......{ ( ..._......................................._..... ......t1GHT&VENTILATION: . .. ....... .......................... _ : �: ( € :' ., ...._-_._._.}.._.._......_ I `� :........ ............ ...... .......... ....ROOM S1ZE.................. _.. 190 SF. ... ......ROOM SIZE... ... ... ......194 SF-..... I ......................._._.......�_........._. I �: . ..... ....................... ......._..... REQ.L1GHT'(10/0).......... .......... i9 SF ... .. . ...................... ..................REO.LIGHT(71)go).......................79 SF ..................... . ......______._ ...._______.._�,__•••••.,.• 1 ........................ ................ ;. : I i I ..... ........................ PROV LIGHT........... . .... 64 SF I .................. ...... .. ....................... PROV.LIGHT ... ... 100 SF �� •'..�.�—_. REO,VENT(5%} 'f9 SF REO VENT,(5%) 10 SF' ..""' ......... . .. PROV.VENTILATION 32 SF PROV.VENTILATION I:. ......__........_.. _ .-,— ............................................................................................................... ............... .......................... :. ..................... .................. ........ _._ _ .........__..._.._...___......... t T s - - L: I -. • I : Wathro j , :. _...�.._..—.. ....__..—._.....__..._.........__.......__..—.__...�.... (', 2 sq fit I ............................................................... . ....... _.......... ..... ..—...�..____. 76 6 I . 1 "x 7'- ., j i� I t (, ...—...+ �.._._.._._. I SBA; _.......... ....................... .. . ............................... ........._._.. ....._ ........................................................ .. . ....... ( � _ ..�_. _ __....—....___ .._ : I l�_________.:_....—,w .....1 oo A.200 ...-..................•••...� ..........._..._._.... � .j .. ......... .... .................... ... ............ ............ .. .............................. ..... ..... _..... _.__..._ .__ ...�..� £ , ! �� ..._...,._..........�._.......___._....._._..._... :.�...�.... .._..___.............____.__.--..._____..; � � i'N Q 0 s ft I 547:20 sft ft � j` .� .,.. .....I �_....._.... :- 89. 2 q ... .... ... ...... ....... ._Q, .. . ._W _.;.___.___....,_...._....._......._.._.I I. .... .....______.....__.............+..........._._ I, 15`1.0'x.32'-11" .-.— _____•...._—.........._._,......L.__._........ .......______.........._._.. I I I (t..____.... .......,_....._..-......... .._.._.,._._.-_.._... .._.. f I .. LIGHT 8 VENTILATION , . .......... ................ ROOM SIZE. .. .............5475E ....... ...... ! ... .,........._.,......._____.........._____________..........._._. I i £ � T ! I ).,..,- .................. ......................... ........ .. .......... ......REQ tIGHT 110%).. 55 9F.... IJ I ...........__..._.w........._.._- _....___._....__ _......._._., i ..... ... .... .. ... ........................................................ ..... ................_................ ..... ..... OM LIGHT. .............. ......547 SF .. ......................._ - _..—.._.._. ...... 4 ....._..,.,_,..-._.•,_.._..._.—.....,..,„__,,.......--__..........._.._._....I ...... ...... .. .... .... . ... ..... .. ... ... ...... ...... .. .. .. ..... ..... ... .._...-........_______ .. 1 - ....._�:.�...._._..�� .. � ................ ................. ..... .. .............. ...REO VEnT;S%) ............. 28 SF ... .__.. ........-•_'-•• ... I It _........_...................---......._.,w._•••••••••.... ..._. A-300 _.—....... ...... ... ....... ............................... ._......._................,......-...................._......_...........L..........._... -A-3C0 ...............-..____._........___........_ i :::...._.::�.�::.�::. ...�_,.....-.__..._..... � , •_. �� PROV.VEMILATION .. ......7T'SF ........................................... ...... ....... .............. ... ......................... .............................. ...... .... .. .. ... ... ....................... ... ............... ...... ... ....... .......... I _.SCJ,,.._____.L•��.....,._...._........_..___,._. __ _ E _........-.—............—.�. Kitchen I 148.39 sq ft _.. I : _• _........ _ .....v __.. 0"x 12'-s^ ..........----- ' a#- ..�..,.,�--- ................._...._..._.........__............._...__..__ 112 ............... ... .......� ! 1 Lay[ 3 � i �li.. � ...�__ __..—....,_...�..___ 1 Layl 3 I I - y __...._._ II I E ........................ ... �................. .._-__._....-..•._.............._____......._........,...--_.-1 I ,......._....................._..__...._.......—........._. .......... ........................................... _._......................... ................... ........................ ................ _..... ....... _...... I �............_............i....... 3 �'- i .. _. ....-... .: l ! :; Architecture PLLC r........_ .....— — —_ e �> , r.— ._. . __ -------- .................. .. ................. ........:::.....::::::_. ....:::.:. : i ---- 16'-6" ' 319 Bedford rn ........................... t ............ } - - - - - \,,:'. :,f�:.� ,, Ave n u e I __ �fi,,��•..._J,_ i I !I I � - ...... .... ... /\x-'€64 �- rj; fir^ {� I , o � '��,iJ''Il! Ire '//` ....... ........ ...... , r \, 1 690.80 sit ft ! I _ 1 690:SO :s I Brooklyn NY I I ! I' ' � � �ll,,�� .•�:�,, III E �'`,E il' I q ft Y } - ...... - _ .I 718.414651 1 � � _. ,,�` - , � - Bath. ,._. ��. ,,� .� � l \ / G i E , ( ! �4-6 _....... ..... .. __ ........ - ',�.,%���Y/, fn's; <e,..\�..��'`i� _................ ................................... �� IX,,,:- � ,, • ,, �. � f ! l I I I , ,,... :� ,� ; hello@loadingdock 55.38:sq...ft...:............. ... I , I �_. E .. ::s�� I, 11'-2"x_11'-7 m I _ _ l , I s ......... :E n s I E I f . :.:...::.:....::..:....:_:�.:-.:.... ....... ....... ............................. .. ......... . ,, ........... ............ .. ..... . ........ .... ... ... . ....... ..._:. . . : I �. Project: i ......................................................................................................................... , ..:z.L: :.. ............................................................................................ .. i ! I £ t I i` l I � € I u ' Bedroom ......::::::::: : .... ..:: ',. ................................. ........ ..... . Bedroom..:. ......................................................... .... .. .. . 1240 Inlet Lan _. .. I Southold NY 129.48 sq.ft ....._..............................................' ................................. .... ..... 195J.5 sq.ft.. . ........................................................... _ 5-10,. f[J I ...... .......... ...... ......� •£ i..� 11'-2"x..11'.7".................................... ............................ 16'-10'x 11'-7",.. .............................,.................... . LIGHTBVENTICATIONi..... LIGHT&VENTILATION:..... � � �, T �� i II I � ,'.; �� I , I€ ; I.` � ................................................ ROOM SIZE .......... .�1�9�SF .... .. .. .__........ ............ ............... ROOM SIZE� � .................196SF.. ........ ..... ...... ...... S� t-'e y II I j i, :? \\ i , : : ':;. ..................................................IREQ.LIGHT(10%) .........................13$F.. ..............................: .......................... ........ .................................................REO LIGHT(.10%1 .....209E ........ .. . ..................... �., 1 ............ ..... PROV,LIGHT_............................25 SF ................., PROV LIGHT.............................65$F. ... .. .gg '�• ........ REQ..VENT(5%) TSF ..... ..... .. ..._.. . .. ...... ...................REQ VENT.(5%) ._......._...... �OSF 3t gg PROV.VENTILATION ....... .......25.SF. .... ......... .' ......... ......... ...... ........ ....... PROV.VENTILATION ........... .679F ................................................. 'E•', I �'' -T: € ......................... l ;.' 2925 y� sol '-66 ........................................... .. .... .__:'.< aii 0"-...... .......... . ........................_. sou E1... .:.r , I F.......•1_-.....L............_ �._� io to io � Issue: ! I_. —_.t.__�. A �... _{. .-._.........__T_____....... ....___.._._......__. 3/5/2019 z A-300 2 300 Ground Floor Plans a � A-300 A-300 -4 E istina Ground Floor Proposed Ground Floor A-1 01 .00 Sheet 4 of 9 A-,'3iU0 a A.300 40 A 3UU p P .-................._......_-..„............_._11........................11 ..»._.........-..._............._.............. ._._......_.........----............_........._..__......-...-.-_........._.,--......._....._..........._........_.__._.....-.-._...._....__»........-.-..._._._._......_....__. _-_..__._._..__..._......_._.........__..-__.._...._..._____-_ 1__���__.„.._....»_......__..._..__..__ ._...._»....._..........._.._....._.....___........._..........__..{.......__..........___...._�........._..»................_..........._._..................__._.....__.._.._._...__....._............._._......_......._._....._.._..-......._...................................„._..._____.. _„.„»_______..____.____.........._............._...............„_1111.._„.„..-.__ I 1 ____„1111..._ ___.. --...._„... ....._..... _.. _.........._.......... __.-1111. - - - - - - - '- - '- ' _... ..._ 1.111 .._.._._.-....... _......_.---.I..._.. ........._._.......... I I ._._............. _11---...I........... .. -._„--.._- ............................ .._.------....- __--- - I .......----111.1..-- _„..__._ ......................„.- ._...............__._... ..„..-.------. I I I .__.._-_.. _1111.. _.___. __.............. I I ---- ....__.„........_._ -......-„_._.--... i _..---.__-_._ ._.._____ _ __ I I _........ .._.-„..-...---•- ! I I i _.».»_ 111.1 ...-11__11........-- ...._._.-............. ' --- _..-.........„........ ._...._........._...... ::.._ :::_:.:T.:.. 1,168.84 sq ft ........................_ .........„....... ....... 1,168.84 sq ft _=.�: __._.._- ---'- -__.. .......__I._.....--- _..._-1111_..__. : ........._-...------ ...-.......„--..-- __ __. -____.__.- __...__-_ --.._._ ___».-__»» I __ __ - . . _............_....... ...._--.__..__._.... I I _11.1.1._ 1.111. : ......._..._.............. __....... 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Exterior Wall Metal Wall: Rcav=29.6 / Rci=24 5.com __ __....___.__....___... ...___. ..__ _......___--__�............�_..__........._._.........._....____.___..__.....�_....._...______._.......___.........�........________........__._____.........-_............._.._........_.........______.__._...._..._... __......__...__ _...._.__......_.._......._._____......__...._ __._......__..._ E Project: 1240 Inlet Lane Southold NY o � LLJ U-3/4" Wood Floor (T&G) 0'-3/4" Plywood t RF 0'-11 1/2" Cellulose Insulation in Cavity 0'-2" CIP Concrete 0'-1/4" Proclima Intello Plus Issue: 3/5/2019 I E Details: Partitions / Roofs / Slabs i _ ----- .........__ �____ �.......� _ _ ____ A-500 .00 Cellar Floor 1st Floor d____..___..... _ _._._..... ._.__.___.......... Sheet /18 of 9 ' REScheck Software version : REScheck-Web Sectlon , �` ser#ron ; Generated by R Sicheck-tJ66ek� Software Plans verif€ed " Field Valu ified j mans Verified pzeid tfe�rfied # Foundation Inspection. complies? Correments/Assump#€ons„1 (Framing f Ro6gh-In'Inspect€onValue Value , Cdrnpliet Comments/Assuirip#ions ? 101 __ 111 &Re ,€C! ,' ■ ■ - -- ", Value Valle :' a e<i....._. ......_... __ .. _.... .....,�. _. ..,.... the Envelope Assemh les 402.1.1 Glazin U-f t r r - _ r _ ' I .l h e e kl i st lab e g Insulation R value. R- R-- `❑Complies :see p ac o (a ea weighted i U- -: U- ❑Complies :See the Envelope Assemblies Compliance C e i t' '��t e - o table far,values. ve table for values. 0 9 e _ ' ] 402.3.3, ...:. .�. .n..::.` . '` �� [011'2 ❑D es Not to ra e). f❑Do Inspection C Unheated Unheated es Not S d e ❑ Unh ❑ a '.ta Ener Code: 2018 IECC ❑ Heated ❑ Heated ❑Not Observable Not Observable '. Window 4 E1:Wood Frame 70 0.100 7 gY 402.5 ❑ SHGC:0.37 Requirements: 100.0%Were addressed directly in the REScheck software ❑Not Applicable : [FR2]1 ❑Not Applicable Orientation:Front --_........... .__...... --- ... Text in the Comments/Assam tions column Is provided b the user In the REScheck Requirements screen.For each "" "" """" -"""""" "'"' P P Y Q 402.1.2 -- : 'See the Envelope a Assemblies -----_._._.:_.._--_-_...........__.__-_.._..-.._.-.__ Exterior Wall South 1st Floor.Wood Frame,16 o.c. 330 29.6 10.0 0.030 8 Slab edge Insulation -ft -ft ❑Complies p -"""m,m e, .----77.-..,,.,. .,-,..,.-""""",,,--....-- _.._._-_:_...- .--. __ Project 1240 Inlet Lane Orientation:Left side requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception [F03]' depth/length. ❑Does Not table for values. 303.1.3 U-factors of fenestration products ;❑Complies Requirement will be met. is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. : : [FR4]1 are determined in accordance :..3:;`: : ❑Does Not Ener Code: 2018 IECC Window 3 S1:Wood Frame 32 0.100 3 s.; ❑Not Observable ry. with the NFRC test procedure or 1.:: .. Location on plans/spec:A- 9Y SHGC:0.50 c#i , - ---- - - I i ❑ Applicable i oaken from the default table. . '.' <❑Not Observable :5 Orientation:Left side Se on I "____. _. ;.._.__._ _._ _ .. ______ ._...._....._._.,...._._„_,__ __ _.__,.. - _, �,. T Not A Location. Greenport, New York plans Verified , .,pield Ver€fled : ! --.--.-_. _ _......_..__ :__ _._ ❑Not Applicable # Pira-InspectionlPlanRev€ew I Complies? Comments/Assumptions 1 402.1.1 :Conditionedbasementwall . R- R- ❑Compiles See the Envelope Assemblies �.,,,_,,, ,,,,,,,,,,,,,, - _ ___,"___----_ 10 Value ( Value - I Construction Type: Single-family Window 4 51:Wood Frame 32 0.100 3 &Req FD ::, r " ? _- [F04J' insulation R-value.Where interior i ❑Does Not table for values. 402.1.1, ;Skylight U-factor. U-- ; U-- ❑Complies :See the Envelope Assemblies I SHGC:0.50 .._..,._._........",,,W_-----.,_.._ ..... ,.. ......,....""„_.,............... .."""..._ ............. ... ._ .. .....-_- - ,_.. 402.3.3, table for values. Protect Type. Addition 103.1, Construction drawings and r ....; -. ❑Complies requirement will be met. insulation is used,verification Not Observable ❑Does Not Orientation: Bldg. 90 deg. North Orientation.Left side il* g g 103.2 :documentation demonstrate .: ;:aY l';;;:.,,,,.; ;:Fi❑Does Not may need to occur during Observable '. "' 402 3 :. Exterior Wall West 1st Floor:Wood Frame,16"o.c. 660 29.6 10.0 0.030 17 [PRI]l a: :,::' i Insulation Ins ection.Not Not Applicable 402.5 6 :[]Not ] energy code compliance for the r. Location on plans/spec:ec:A- P Climate Zone: 4 (5572 HDD) Orientation:Back ❑Not Observable i P P re aired in warm-humid locations` [FR511 ❑N t Applicable Permit Date: ay,, building envelope.Thermal a J 500 q Window 1 Wl:Wood Frame 32 0.100 3 :envelope represented on sy.;i Vit, ❑Not Applicable in Climate Zone 3. • :: - -"- construction documents. SHGC.0.37 1. dation d b em nt w II � = k Com lies Requirement will be met. - ' '- Con a as e a ❑ P402.4.1.1 :Airb r' r Permit Number. _ ,.. ..,,, ,. "". ..--._"""""..."""..-............_.........."..__......-..................__......__...I 303 2 ..,. ane and thermal barrier � .... :❑Com lies Orientation.Back : � .Y P .Requirement will be met. ..,r,:: :li`I FO51 Insulation Installed er d::,' .irai'' •❑ 1 103.1, Construction drawings and 1, .." Complies :Requirement will be met. [ P ;;, Does Not [FR23] :installed per manufacturer's "'❑ . ' manufacturer's instructlohs. ' " Location on 1 Does Not Construction Site: Owner/Agent: Designer/Contractor: Window 2 Wl:Wood Frame 32 0.100 3 103.2, documentation demonstrate f, ❑Does Not ❑Not Observable pans/spec:A- instructions. Location on plans/spec:A- ' 1. Lane New Ycrk Loadingdock5 Architecture PLLC SHGC:037 403.7 :energy code compliance for I " Location on plans/spec:E- 500 ❑Not Observable []Not Observable. 'k ❑Not Applicable : .. 1 ;. ? , _ __ _ S0 gii. ❑Not Applicable able 319 Bedford Ave Orientation:Back [PR3] lighting and mechanical systems. y.,,, -_..__. _ 44 001 -_.-._.-.. ......_......__.._:......... --- -"""._,,.,_ -- -- ,, PP c _".... -'- Greenport,NY 119 -- - -- - -- t Applicable - W" - _.._.... ❑No A cab e li See the Envelo eAssembl+es- - - Brookl n,New York 11222 Systems serving multiple �.. PP 402.2.9 Conditioned cement wall ft -ft ❑Comp es P 402.4.3 :Fenestration that is not site built - ❑Com lies :Requirement will Y Window 3 Wl.Wood Frame 35 0.100 4 � - tr'ha ": 1 table for values. P q I be met. hello@Ioadingdock5.com dwelling units must demonstrate . r q:. ., [F06] Insulatio depth of burial or ❑Does Not [FR20]1 is listed and labeled as meeting I <I' t SHGC.0.37 9 ❑Does Not :compliance with the IECC distance from top of wall. AAMA DM A ` 'i': Orientation:Back 0 r' :all � Not Observable i /VV A/CS lO1JLS.2lA440 . ,, . ;" m ❑ x Commercial Provisions. °' ', :i,, or has infiltration rates per NFRC []Not Observable Exterior Wall North 2nd Floor:Wood Frame,16 o.c. 330 29.6 10.0 0.030 7 ,,. "' ❑Not Applicable : t d t d d Not Applicable.-. 302.1, ;r Heating and cooling equipment Is Heating: Heating: ❑Compiles Requirement will be met. ono excee co a li o RI ht Ide - ----• :400 s. '❑ A / „ r< Orientation. s r r., oo / „ 9 1. y n%r /'ri /p f /.. /, o / i ../ 903.2,(.. A protective covering Is installed .r,. ❑Compiles Exception:Requirement is limits. ;,l'. r.r, /.„ / 403.7 sized erACCAManualSbased . Btu/hr Btu/hr ❑ .. ,, _ rc / P Does Not _ /r r r / ror/i .7r/ ,�:: Window 3 N2.Wood Frame 110 0.100 11 2 F011 to protect ex osed exterior ... a..._< ❑ not licable. ooc / �. r �.r „�// [PR21 on loads calculated per ACCA Location on plans/spec,M f 1 : P P Does Not PP 40 4.5 ..;IC-rated r i P 2. a ed ecessed lighting fixtures • Maximum UA: 728 Your UA: 479 Maximum SHGC: 0.40 Your SHGC 0.39 . Cooling. ; Cooling. .❑Not Observable :�: :..:.'n t ' >:: z•:a� -,: sxx, v; ,9 9 .i;: ,, .£r ❑Compiles Exception:Requirement is Compliance: 34.2/Better Than Code Max SHGC"0.37 Manual or other methods 001 I su anon and extends a of cable : Btu/hr . Btu/hr 'x` €° "" ❑Not Observable : [FRl6]z ..sealed at housng/intenorfinish ' es. Pp ❑ n applicable. p... e house is based on code trade off v Orientation.RI ht s de ::::4 •❑Not Applicable : minimum of 6 In.below rade. ; ,.:�:. �� '.�rC' :'.:`:r>:. Does Not The%Better or Worse Than Code Index reflects how close[o compli 3nc-the g a roved b the code official. PP 9 ,.n;; t., .Pjf.. and labeled to indicate<_2.0 cfm '.4 i[DOES NOT provide an estimate of energy use or cost relative to a minimum c ode home. PP Y °. :.. s ❑Not A licable _ _ 9.:. y': ' 3 Exterior Wall East 2nd Floor:Wood Frame,16"o.c. 253 29.6 10.0 0.030 3 W;,,,,,,,,;;,,_ _._ -__- __........ __,.,µ..,..,,,, _, ___m _,,,,,, m W....-PP_-._-_...____....._. __-- __ leakage at 75 Pa. Orientation:Front - 403 9 r:',Snow-and Ice-melting system r � ❑Complies Exception:Requirement is g ❑Not Applicable fF0121' controls installed. �„ ,.❑Does Not :not applicable. 403. 1 n Window 1 E2.Wood Frame 165 0.100 17 Additional Comments/Assumptions. ,, �. is `.�: / 3. ,Supply a d return ducts In attics . ; - . ❑Complies :Requirement will be met. Envelope Assemblies SHGC:0.37 5 ❑Not Observable : [FR12]1 :insulated where duct is Ion o plans/spec: Does Not _ ;; r = _ ❑Not Observable iL M- ❑Not Applicable ocaY n a ., ,. :: .. A R 6 where<i3 InchesSupplyYand ri': / f- 001 Orientation"Front ` r :1% s Exterior Wall South 2nd floor:Wood Frame,16"o.c. 330 29.6 0.0 0.030 6 : ,, ❑Not Applicable on L ft side Additional Comments/Assumptions. return ducts in other portions of `;:" ,� . ,__, O Orientation: e s 0.100 2 Q :the building insulated>=R-6 for Lower Ceiling:Flat Ceiling or ScissorTruss 1,168 29.6 24.0 0.019 22 Window 1 S2:Wood Frame 20 :diameter>=3 inches and R-4.2 �' : .for<3 inches in diameter. -_.,,,,, SHGC:0.50 E�;. ;�.' - ...:;',' Upper Ceiling:Flat Ceiling or Scissor Truss 750 29.6 24.0 0.019 13 Orientation:Left side ....3..3..............................._...-.-..--....-....lers.............fi , „-, ,�;�;,.-,1:""_".__.-_."..,..._..._.__"""_.__......._._-,..---.........."......---",_._.........__......._ 9 403.3.2 Ducts,air handlers and filter p13F. ,.„ „ , ❑Complies :Requirement willl be met. Skylight Lamilux Dome:Vinyl Frame 23 0.100 2 Window 2 52:Wood Frame 114 "100 11 [FR13]1 boxes are sealed with " ��i: >� W:-❑Does Not �, p Vii'' :; :y Location on plans/spec:M- SHGC:0.30 SHGC:0.50 :joints/seams coin liant with Skylight Lamilux Dome 2:Vinyl Frame 23 0.100 2 Orientation:Left side Ol :International Mechanical Code or ,, "'� . .,I° ❑Not Observable '0 Exterior Wall West 2nd Floor:Wood Frame,16"o.c. 253 29.6 10.0 0.030 8 International Residential Code,as °iiq,' r i:' ]❑Not Applicable i SHGC:0.30 Orientation:Back applicable. " „' ;' r ` 29.6 10.0 0.030 7 ;,;,, Exterior Wall North 1st Floor.Wood Frame,16 o.c. 330 Cellar Floor.Slab-On-Grade(Unheated) 180 10.0 0.730 13 403.3.5 Building cavities are not used as ii:'•' . y. -❑Complies Requirement will be met. Orientation:Right side Insulation depth:0.0' [FR15]3 ducts or plenums. i Window 1 NI:Wood Frame 46 0.100 5 ': ❑Does Not Basement Wall:Solid Concrete or Masonry 1,440 0.0 15.0 0.099 143 y SHGC:0.371. ;i.. ,# : 001 Orientation:Right side Orientation:Unspecified _ __ -- - - p 7 ` ' ij'y:' '' Location on plans/spec:M- Wall height:9.0' ❑Not Obse ':i:::.. rvable ❑Not Applicable Window 2 N1:Wood Frame 46 0.100 5 Depth below grade:5.0' -,,;;___"_- 403,4 ....'HVAC piping conveying fluids R-_ �: R- i❑Complies ;Requirement will)be met. SHGC:0.37 Insulation depth:5.0' tPR1712 ,.above 105 4F or chilled fluids i❑Does Not Orientation:Right side "below 55 OF are insulated to aR- Exterior Wall East 1st Floor:Wood Frame,16"o.c. 660 29.6 10.0 0.030 10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other :, ❑Not Observable Location on plans/spec:M- 3. 1:1. Orientation:Front calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in -...._ _... REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ;.__ ,,..- ❑Not Applicable 001 403.4.1 „ � Protection of insulation on HVAC is""' . . ` .,, .❑Compliescab-':Requirement will be met. Window 2 El:Wood Frame 55 0.100 6 "' SHGC:0.37 tion o p Orientation:Front : � [FR24]1 piping. .Alli:: ❑Does Not < Loc ans/spec:M- Window 3 El:Wood Frame 55 0.100 6 Name-Title Signature Date air:::. :iris'' a :gi e 001 ❑Not Observabl 11 >: ❑Not Applicable SHGC:0.37 Orientation:Front Window 4 El:Wood Frame 138 0.100 14 SHGC:0.37 Orientation:Front 1 j High Impact(Tier 1) 2 i Medium Impact(Tier 2) i 3 Lo Impact(Tier 3) 1 High Impact(Tier 1) 2,`.Medium Impact(Tier 2) 3 i Low Impact(Tier 3) 1 High Impact(Tier 1) 2 ;Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:1240 Inlet Lane Report date: 02/05/19 Project Title: 1240 inlet Lane Report date: 02/05/19 Project Title:1240 Inlet ne Report date: 02/05/19 Project Title:1240 Inlet Lane Report date: 02/05/19 Project Title:1240 Inlet Lane Report date:, 02/05/19 Data filename: Page 1 of10 Data filename: Page 2 of10 Data filename: Page 3 of10 Data filename: Page 4 of10 Data filename: Page 5 of10 -^ n ; 1. Sec#ran: Section . Sectio , `"• r' € V f9od I P! ns Verified ,` Fier ri Section ?, , tans Ve ffied i F€e d erf I a d Ve fieil Fi Id Verified Plans Verified e V ified a Pians V rff3e F€e€d er Corn liesZ scum #€ons # Fin €fns ec#ion arovisions I e Com €:est Co nimentslAssumptions #:: F€nal Irispettion Prev€Signs p CotttmentSlA p pompf€es7 Commen#9/Assumptions 4: 4 # ?gamin /Rnu h-1r Ins ection; Cothplies7 CornmentsiASsurnp#tons #t I 'FinalInspectionProv€sions i P Ve ue rValue 1 :.., Value Y. : g..... 9 P Value Value I Value I Valcfe _ r / 1 �/ T; 6e Re .iD; ..:,, &Rmtj.ID /r r r rte. s ❑Com hes r m nt i om lion if' t osted. li see the Envelope Assemblies 403,5.1 Grculatin service hot water w p Exce tion.Re u e e s 401,3 C p ce cert Ica e p ❑Com es Requirement will be met. UP 403, .3 ,Hot water es are Insulated to . R- : R- ❑Compiles Requirement will be met. I 402.1.1, :Gelling Insulation R-value. R- R-- ❑Complies p 9 1. P q v'' P q „ P P -- - - ,; a.' 1p:il.. .:cart:. ::v 2 1' �Y� ::!::;,'.."',,,,-�":�; a : ;table for values. [FE�kij .:systems have automatic or : ❑Does Not not applicable. (FI7] x6: fir; ❑Does Not (FR181 •ZR-3. ❑Does Not 402.2.1, Wood ❑ Wood ❑Does Not '::,..::da . : - 'i > �, :" � ❑1:1. :;;:. accessible manual controls. �::: .. \. ::: a:::` %, Location on planslspec.P 402.2.2, ;.%>:. I ::<. Not ObservabN 'fir s` N t ry I ,.n.� rl i ❑Not Obse vable ❑ Steel ❑ Steel ❑Not Observable1. ; �;. ❑ i1 �: s❑ o Obse ab e & ❑Not Applicable 001 402.2.6 ❑Not Applicable ❑Not Applicable _ :1'❑Not Applicable ..._-._... _._ [FII] i �..:.............----..._-...._"""",""___- ..,..,..w.4 .. _... --- - ,�,,,-I;,-.,.,,,, A4__.""., .:, - -- ......--- - -11- ,,,... 403.6,1... All mechanical ventilation system ...❑Complies -:Requirement will be met. 3033 :Manufacturer manuals for ,=l�:: ❑Complies Requirement will be met. 40 .6 ,Automatic or gravity dampers are;:::: ;;,.., a:;:`,1-11 A y ❑Complies Requirement wdl be met. 3 FRl .:h installed on all outdoor air ii. ❑Does Not _._ .--- _,::-, _ -�- -.----. (FE25]2 fans not part of tested and listed ❑Does Not (F118) mechanical and water heating ; „ 1:�� ❑Does Not :r .. . .. will be met. /r.. r„ ;r . 11 equipment m t efficacy ac n lans s ec:M- s stems have been provided./ ... 303.1.1.1 .Ceilin Insulation Installed er ❑Complies Requirement HVAC e w me ee e c Location o ! / . lans - 9 P �. q P Y a P p Y P ;;% /; i r 0 Location on !s ec.M 'i: / makes and exhausts. .,, P P .,.... Not Observabh a -. Not Observable bl .-%`,e /. Not Observable instructions. .. ❑ airflow wllmits erTable . 001 .. ❑ 303.2 :manufacturer's er s Ins uc Does Not and a o p c ¢;; % //J /. 001 4'r:::: x q..Y ,:.. ', /��/O ,/1 /,,,' ///,,,o„�,„' h,.,,i 1/ ,;- L atlon on laps s ec:A- k:.'❑Not A licable ❑Not A licable : rk d v oc P / p ; 4 PP PP :..... ❑Not Applicable : [FI2] Blown insulation ma a eery R 03.6.1. ;: Vii. _ - Above-Grade a 39.60 ...... _... .,.. ...... : i; r : .::: <. : []No Observable _.._. - ;1 -1'"� ,,...... � ,. ..... .....w� . Wall 300 ft. / u... � -- ';t:° .. ,.': .:::. .: ❑Not Applicable 52 403,2. :Hot water boilers supplying heat v ❑Complies .Exception:Requirement is Additional Comments/Assn ions. Additional Comments/Assumptions: 1 Comments/Assumptions: t' - ----- - "" .x [F€28] ahrough one-or two-pipe heating :❑Does Not not applicable. Below-Grade Wall 15.00 402;2,3„y,'Vented attics with air permeable y: r ,,,z, ❑Complies Requirement will be met. systems have outdoor setback Pr' V :. . nsulation include baffle ad'acent :. `:`I:. ,:;: 'Irf` :: ,.,,, ❑Does Not lfl[2212,„i 1 Floor 10.00 :control to lower boiler water 3:c..r FI I .. Location onplans/spec:A- ° .n. ::.: '1:❑NotApplicablebsrvlh ... ::to soffit and eave vents that ,,,;;;:, .., ; `:: :11; . -' ❑Not Observable temperature based on outdoor <i:. extends over insulation. '`< `" p: ening/Roof 53,60 ,,. r, 530 t : ❑Not A Ilcable ,._., miler „I'«« .,,_.... : pP - -- - y ... __ i i temperature.are. : 403:5.1.1''[Heated water circulation syste s s 1. y."',., j;o' .!:'i' Complies :Exception:Requirement is Ductwork(unconditioned spates): 402.2.4 Attic access hatch and door R-_ R-- ❑Complies Requirement will be met. .k 'Y;"; F128;: have a circulation um The/ {' °�.. es Not not applicable 1 P P• ..„:d."'' .. I: "I'' `s::,. o P "I "'131- is ..7 .. Nr, rm [FI3]1 ::insulation aR-value of the ❑Does Not :?`6 tion on Ian sec: :system return pipe Is a dedicated ;, a ;.'. .i v % g%;' e : assembly. Loco p s/ p , :;;,,,,,, ..;::,i,:: </Y '❑No ObservabL :adjacentY ❑Not Observable iN/A :„ : %";d6r/� / ' . ;:.:return pipe or a cold water supply"f,' %/ ;;r /, io it„//� ���-....... : ❑Not Applicable : °;;: pipe.Gravity and thermo- "�:ii ;•ter` . Not cable Window 0.10 0.37 sec#ion ] P€ans Verified F€eid Verified -_..-_._._.,._ _---.-------."---.....--.--..----W ____._... �- _..-_ syphon circulation syst s are %f ❑ illi Ill: _______ -_ . m # insulation Inspectlon Complies? Comments/Assuirp#ions ': 402.4.1.2 .Blower door test @ 50 Pa.<_5 ACH 50-- '. ACH 50=- .❑Complies Requirement will be met. not resent.Controls f r ;• Door value value P ach in Climate Zones 1-2,and ❑Does Not _............._... ,,.,,-,__L..........._.. ,,,:circulating hot water stem ✓€ii r'r;'' i.;r% ..............._............_._... „_ , j•i 4 -.... - -R. Location on lans s ec: g y !:; Skylight<_3 ach in Climate Zones 3 p / p y ght 0.10 0.30 rr: Not Observable N/A tp p p with signal 303,1" , ,::All installed insulation is labeled :. iil. ❑Complies Requirement will be met. ❑ ;F;, ipum s start the u gnal: i:,;:e; ;g:^ '.... . (IN13]7 ''Sor the installed R-values within the l.:> r, Does Not ❑Not Applicable for hot water dem nd 3 is ;', r /a •"' 2° ""' ; , /, ..:�: -- -. _.....,.•m-,.,.,..,,,,...- oil ...r��/ %;, ,i' rovlded. accu anc .CXnIs ., s: <❑Not Observable e m.- .... �, � %,� ,...;.,,i/% /�%„ 1//,,"' i:.,, ;.,, 402,4.2 Wood burning fireplaces hav „ AI... OComplies :Requirement will be met. off the um fr..,,.::; ,., tally P P s / tin 5 stem: ::,:, ., ❑Not Applicable : F18 2 t44i4I ht fittin flue dampers and "' ❑ r:;_ .; Hea g y___........_..._........_ _ _ [ 1 9 9 ." s. ;; Does Not when water irculation loow...- -. ..,....._.._..........__...... ... .......__._.............................,...........,.._..........._......:...................._............_� , _ outdoor air for combustion. . . :Location on tans/s ec:❑Com lies :See the Envelo eAssemblies v. ,,.''" P P �':;:,`.[`402.1.1, :Wall Insulation R value.If this is a. R-- R- p P ;::: Not Observable :li`'I is at set-poinperature ane shit:..... oolfn 5 stem: 1 table for values. :::'r'f £iu: r:..:. .. :?::'• .%;...:4 ❑ .N/A :;::.',, C g y 402.2.5, :mass wall with at least/:of the Wood Wood ❑Does Not :,. :: ;:,.::.': :hili::' ;iii': no demand or hot water exists. i'll <#1 ❑ ❑ ❑Not ApplicableI'll44 402.2.6 wall insulation on the wall ""' '' -"" -- ...... " """- �- -' ---" - - - - -- ❑Complies ce tion:Requirement is Water Heater: 5 ❑ Mass ,❑ Mass ❑Not Observable 403.5.1;2 :Electric h t trace systems P q IN3 1 exterior,the exterior insulation 403.3.3 :Ducts are pressure tested to cfm/100 _cfm/100 ❑Complies ;Exception:Requirement is ` ❑ Steel ❑ Steel ❑Not Applicable 1 :determine air leaks a with ft ft ( ] :r comply rth IEEE 515.1 or UL a i::; Vii;. ❑Does Not no placable. /o";,, s;. :regwrement a Iles(FR10). PP [FI27] 9 ❑Does Not not applicable. : �s' *' ... ,,,,, i,/�/ 11 ,,,,;,,,i ,,,,,,.moi/' ,,,,,,,,w.. ,i , pP : : either:Rough-in test:Total am 515.C trots automatically E44.4. :leakage measured with a ❑Not Observable adjus he energy input to the ;,. Not 0 ervab Name: Da : : : Location on plans/spec:M- '`:<y ❑Not Applicabit, ...-- _........._.._._.._..__.._..........__......... ._. ,.,,,,,_..:m,-.,,,_,_-,-,., .. -_.. _.....;-__�_ _ _---- ❑Not Applicable heat raang to maintain the z2 ressure differential of 0.1 inch PP 001 <:<i ' Comments 303.2 Wall Insulation is Installed per .::y; ,,illi ❑Complies Regwrement will be met. P udin water temperature In the ?'=g:. Co i.N. , w.g.across the system incl g : esrr Date: <d ed u [IN4] manufacturer s Instructions. ,,,,. ill>P' ;❑Does Not Pi Ing• „ _ ...r.. .d:i, '.. . ... :the manufacturer s air handler ;`;,;,.,,,-",,;;;„j;,.....� __.. _..... ........._.._..,... .,,, ,. ..:„....-..._._._..__ I: l Location on tans/s ec,A- -.. 41 p P ❑Com lies :Exception:Re uirem tis"""" .... .. Y r: ❑Not Observable . 521 enclosure if Installed at time of 403,5.2 errand recirculation water P P q r, ' --,W lil:" ..% not applicable. .:i`:'r.. ❑Nat Applicable : ;test.Postconstruction test:Total jF13IIJ ystems have controls that ii:; n9:' r;4,:14"'' ❑Does Not ...... ,.,,,,N ,. ,� ., w PP _."".. _ •---- :leakage measured with a '. manage operation of the pump __:, ..,..: `❑Not Observabe Additional Comments/Assumptions: pressure differential of 0.1 inch limit the temperature of the W _ ; Not cable 0 water enterin i4. '.::: < ;:" ❑ a d g o e k .r w.g.across the entire system g the cold water APPIi ,. :including the manufacturer's air i : piping to r 104 F. ```' - s - - 1,:,,,;,,v.-:;_,,, ,, .,,. - _;handler enclosure.-- --,_,_ 4��ancl Drain water heat recovery units s f:. � i:.❑Complies :Exception:Requirement is """-"""."........___...___"_"._...._._.................._-"..._._... -.._..._.. -'-_.._ _..._...... 403.3.4 Duct tightness test result of<=4 cfm/100 z cfmJ100 ❑Complies :Exception:Requirement is JFI)4/1 ::,' :tested in accordance with CtSA ❑Does Not not applicable. Architecture PLLC [FI411 cfm/100 ft2 across the system or : ft : ft ❑Does Not not applicable. 855.1.Potable water side [� Bedford<=3 cfm/100 ft2 without air :pressure loss of drain water heat ❑Not Obse vabe ; 31 9 Bed'(ord :::: .. ❑Not Observable : ri' i,il'l:':ret l:.. i' ❑Not Applicable :handler @ 25 Pa.For rough-in recovery units<3 psi for444 tests,verification may need to ❑Not Applicable individual units connected to one': r', 5"' occur during Framing Inspection. K::.or two showers.Potable water Avenue .... . .._._...._........"..........................................."_......... ..........-.„.......... ....... ""......."..._..........---""."_,_",_"_""","""".,_._..,,"._,_""_"__"...."_. " "" """" side pressure loss of drain water '. %:: a,. _. �. :.z;. s, - ;a 403.3.2.1 :Air handler leakage designated a: '":.,,.: >i: :,,,,❑Complies ,Requirement will be met. . ;., [FI24]1 by manufacturer at<=2%of >' ❑Does Not heat recovery units<2 si for v x, ii. r individual u is connect d to design air flow. % Location on plans/spec:M- i 1� -- ;�, i. []Not Observable : :three or more showers. Brooklyn Y rya;; '""l ,. 001 .............. ... ......... ... ,.. � -- a`;h:. .. :is.,.../ - ..;,w ­777D._._._ _ _. _ 718.4146510 ,,a.::. ::::, ❑Not A Ilcable .... s:: pp _ :Requirement will be met _.--.._-..._.........._........-_...._.".......-....-......_...�.,..-,,i ;;',._,.,:;i;;';i;,,-,,,-,;,;.;a,,.,..w ,,; ,, ,,.,:.,:,w....._._......_........_.. - - - of permComplies Requir --• .----.._.......- --._ 404.1 90%or more anentC t ❑Com lies Re uirement will be met. [FI6]1 fixtures have high efficacy lamps.1i ' ':: ?' ❑Does Not 4Q3.1.1 Programmable thermos ats p q s. _ 2 p ry ?Location on plans/spec: h e I I O I gad a n d k I ntr I f rima „:: -. (F€9] nsta led for co 0 0 ;. ❑Does Not r l:; Not Observable i and cooling systems and "` a- `l Location on laps/s ec:M- : 44�0 is ? ❑ .Starting with A-110 g OC .. :heating 9 Y p P < ,;: Not Observable :001 ❑Not Applicable initially set by manufacturer to ,;y; >' b, " __ . ❑Not Ap Ilcable _ COI I 1 code specifications. ^^:.;.:,,,,;..:4`' " p 404.1.1 Fuel gas lighting systems have ""-: ❑Complies Exception:Requirement is W "'" „ "" """_'a,,"..,"`'"""""< """"" ,,,,". FI23; no continuous sot li ht. ." •:, ','";:.,, }❑ :notapplicable. 403.1',2, -Heat pump thermostat installed :,; I. . G": i" ❑Complies Requirement will be met. [ ] p 9 s1 Does Not ]pil(YJ= ryj,;, on heat pumps. .ii [:'❑Does Not :, ❑Not Observable) . ion o p a s p c• . ,:.;.. .:::.' .. :.E''!ia.' .:..: ::A: -. - µ, ,,,,,,,,,,,,,,""...",,,..,,.,,,"...,,.c.�,""",.,.,..,,,.. :#a f Not Observable :OOlat' ❑ bs n i n s e •M- t Applicable ❑Not Applicable Project: ❑No ble _ ...___�_________ �._ r c 1 High Impact(Tier 1) 2 j Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 1 2`1 Medium Impact(Tier 2) 3 j Low Impact(Tier 3) 1 High Impact(Tier 1) 121 Medium Impact(Tier 2) j 3 Low impact(Tier 3) 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) OJ e _ -___- Project Title:1240 Inlet Lane Report date: 02/05/19 Project Title:1240 inlet Lane Report date: 02/05/19 Project Title:1240 Inlet Lane Report date: 02/05/19 Project Title:1240 Inlet ane Report date: 02/05/19 Data filename: Page 6 of10 Data filename: Page 8 of10 Data filename: Page 9 of10 Data filename: Page 10 of10 1240 Inlet Lane Southold NY ,-- ���, AR�h C'T.) ,\1 ,X M oqJT ] Cil u y �- r � - f s �,, --A �: \ -�V Issue: 3/5/2019 00 Res-Check A-600 .00 Sheet j of 9