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50222-Z
���OSu oG Town of Southold 9/17/2024 o - P.O.Box 1179 � 53095 Main Rd �oy�j01 �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45560 Date: 9/17/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 460 Island View Ln, Greenport SCTM#: 473889 Sec/Block/Lot: 53.-6-29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/25/2015 pursuant to which Building Permit No. 50222 dated 1/17/2024 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including attached shed,to existing single family dwelling as applied for The certificate is issued to Palmer,Cai&Kathy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 50222 7/18/2024 PLUMBERS CERTIFICATION DATED 1/18/2024 Jo anova t uth r' ed ignature SufFnt� TOWN OF SOUTHOLD ao� cOay� . BUILDING DEPARTMENT x TOWN CLERK'S OFFICE 101 . o� SOUTHOLD, NY col BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORKAUTHORIZED) Permit #: 50222 Date: 1/17/2024 Permission is hereby granted to: Palmer, Cai 3 Valley View Rd Unit 18 Norwalk, CT 068511035 To: Construct additions and alterations to an existing single family dwelling as applied for. Replaces BP#40072 "AMENDED 12/21/21 for as-built additions and alterations (substantial improvement) with flood permit. Replaces BP 45149 i At premises located at: 460 Island View Ln, Greenport SCTM #473889 Sec/Block/Lot# 53.-6-29 Pursuant to application dated 1/17/2024 and approved by the Building Inspector. To expire on 7118/2025. Fees: PERMIT RENEWAL $589.30 Total: $589.30 Building Inspector i t TOWN OF SOUTHOLD �o�suffol�c� BUILDING DEPARTMENT � uy a TOWN CLERK'S OFFICE oy • � � 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#: 45149 Date: 9/1/2020 Permission,is hereby granted to: Palmer; Cai 3 Valley View Rd Unit 18 Norwalk, CT 06877 To: Construct additions and alterations to an existing single family dwelling as,applied for. Replaces BP#40072 At premises located at: 460 Island View Ln., Greenport SCTM #473889 ! Sec/Block/Lot# 53.-6-29 Pursuant to application dated 9/1/2020 and approved by the Building Inspector. To expire on 3/3/20228 Fees: PERMIT RENEWAL $472.00 Total: $472.00 Building Inspector dSsuFFoc'r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 40072 Date: 9/10/2015 Permission is hereby granted to: Palmer, Cai & Palmer, Kathy 93 Blue Ridge Rd Ridgefield, CT 06877 To: construct additions.and alterations to an existing single family dwelling as applied for. At premises located at: 460 Island View Ln, Greenport SCTM # 473889 Sec/Block/Lot# 53.-6-29 Pursuant to application dated 8/26/2015 and approved by the Building Inspector.' To expire on 3/11/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $311.60 CO -ADDITION TO DWELLING $50.00 Total: $361.60 Building Inspector F SO UTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ sean.deviin(&-town.s'outhold.ny.us Southold,NY 11971-0959 04OUNT`I,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Cal Palmer Address: 460 Island View Ln city:Greenport st: NY zip: 11944 Building Permit#: 50222 Section: 53 Block: 6 Lot: 29 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition IX I Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 27 Ceiling Fixtures 3 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 14 Wall Fixtures 13 Smoke Detectors 2 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 51 CO Detectors Sub Panel A/C Blower 1 Rarige Recpt Gas Ceiling Fan 3 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt 2 Emergency Strobe Heat Detectors Disconnect 2 Switches 2$ 4'LED 2 Exit Fixtures 11. Sump Pump Other Equipment: Fridge, Mini Fridge, Oven, DW, Micro, W/D(2), 200A Panel 40 Circuits/ 20 Used Notes: New Service and.Two Story Addition / House Reno {Inspector Signature: Date: July 1,8, 2024 I S.Devlin-Cert Electrical Compliance Form II Town Hall Annex `� y , Telephone(631)765-1802 54375 Main Road ?ti P. O. Box 1179 ,o $ Southold, NY 11971-'0959 i DiD BUILDING DEPARTMENT AUG 2 1 2024 TOWN OF SOUTHOLD BUILDING DE"- TOWN 0g SOUIHOL7" CERTIFICATION Date: Z Building Permit No. �- Owner: i—M t F- (Please print) Plumber:�® (�(C �o`�`� — (/n p (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day 20= Notary Public, u151&`A— County JENNA KOCKENMEISTER NOTARY PUBLIC,STATE OF NEW YORK N0.01K06402096 QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES DECEMBER 23,2027 1 S� 1 �o�aOE SOUlyo�o # . * TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ XtF DATION 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 vv REMARKS: I111- 4 d r N"v 11 ,1,01464� &ffm Wflt& m/000, DATE INSPECTOR ��/4�q ho��UESOpTHp� 1 # TOWN OF SOUTHOLD BUILDING DEPT. couto a 631-765-1802 IN-SPEC ION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: noAmptA Lao -.10tolA4 :rvw-. 41� iion, k. pe IN ns 194 vlre&f, DATE INSPECTOR 0F SoUlyo� �i L. & ® PDq ilctll- vlev TOWN OF SOUTHOLD BUILDING DEPT. `�courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]' ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL / REMARKS:- �/'�i✓! DATE INSPECTOR OF SO(/Th�� TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH 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 [ ] RENTAL REMARKS: M NA 4n (Me,�_a U� tf, co n - y Aim 0 06 �W T 1A -, 11 M") ele4 DATE l INSPECTOR UP soaryolo # TOWN OF SOUTHOLD BUILDING DEPT. �ycouto, 631-765-1802 �ov�i.--ANSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6k 4s G�E t s J <ZIs j AAA T S DATE INSPECTOR SO(/lyplo 30 Qom+'d kizoV j 6jalIol v t&W # . # TOWN OF SOUTHOLD BUILDING DEPT. cou�m,� 631-765-1802 I-NSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R ARKS: QU-50, VV0 551✓1 N D t- (0 rp ;Ao+ 6 t e, be aec es5'eot v. ck-k cl Ctc+c-46 ` Y I wale, DATE -IN LWSPECTOR a '.o��pF SOUly�lo ei Ll G® (t-1 aAlj_l 'V ,au) T - # . # TOWN OF SOUTHOLD BUILDING 'DEPT. courm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ . ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [- ] -FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL _ REMARKS: DATE INSPECTOR U.S: DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency.Management Agency Expiration Date: November 30,2022 National Flood Insurance Program ELEVATION CERTIFICATE Important:Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,.(2)insurance agent/company,and(3)building owner. SECTION A--PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al.. Building Owner's Name Policy Number: WILLIAM GORMAN A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Company NAIC Number: Box No. 460 ISLAND VIEW LN. . City State ZIP Code GREENPORT New York: 11944 A3. Property,Description(Lotand Block Numbers,Tax Parcel Number, Legal'Description,etc.) DIST. 1000,SECTION 53,BLOCK 06,LOT 29 A4. Building Use(e.g., Residential, Non-Residential,Addition;.Acoessory;etc.) RESIDENTIAL A& Latitude/Longitude: Lat. Long. Horizontal Datum:.❑ NAD 1927 ❑.NAD 1983'. A6. Attach at least 2 photographs.of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 9 A8. For a building with a crawispace or enclosure(s): a) Square footage of.crawlspace or enclosu're(s) 1530.00.sq ft b) .Number of permanent.flood openings in the crawispace or.enclosure(s)within 1.0 foot above adjacent grade 4 c) Total net area of flood.openings in A8.b 126.00 sq in d) Engineered flood openings? ❑x Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood.openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in .. d) Engineered flood openings?.-,.. ❑Yes ❑-No SECTION B'.FLOOD INSURANCE.RATE MAP(FIRM)'INFORMATION B1. NFIP Community Name&Community Number B2..County Name. B3. State TOWN SOUTHOLD 360813 SUFFOLK New York B4. Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO,use Base Flood Depth) Revised Date . 36103CO159 H 09-25-2009 09-25-2009 AE 6.0 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑ FIS Profile [E FIRM •❑Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? [:] Yes 0 No Designation Date: ❑ CBRS ❑-OPA FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of 6 C • OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address.(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number., 4601SLAND VIEW LN. City State ZIP Code Company NAIC Number GREENPORT New York 11944 SECTION C—BUILDING_ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings" ❑x Building Under Construction' ❑ Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-430,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in,Item AT In Puerto Rico only,enter meters. Benchmark Utilized: LX0236 Vertical Datum:8.08 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑x NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top.of bottom.floor(including basement,crawlspace, or enclosure floor) 5.0 0 feet .meters b) Top of the next higher floor 7.0 ❑x feet ❑;meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A ❑x feet ❑meters d) Attached garage.(top of slab) N/A. ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 7.0 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 5.1 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 5.3 ❑x feet [].meters h) Lowest adjacent,gtade at lowest elevation of deck or stairs, including structural.support x N/A: meters � feet.._ ❑.. SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available.l understand that any false statement may be punishable byline or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes ❑No ❑Check here if attachments. Certifier's Name License Number >,.. TREIMANE EASON LS 050452 oF . . Title; , LAND SURVEYOR - Company Name T. EASON LAND SURVEYOR , Address - t 27 POPLAR STREET City State ZIP Code PORT JEFFERSON STATION New York 11776 w� Signatur Date Telephone Ext. 05-18-2021 (631)474-2200 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e), if applicable) FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 460 ISLAND VIEW.LN. City State ZIP Code Company NAIC Number GREENPORT New York .11944 . -SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), complete Items El—E5. If the Certificate is intended_ to support a LOMA or LOMR-F request, complete Sections A, B,and C.For Items E1—E4, use natural grade,if available.Check the measurement used. In Puerto Rico only, enter meters: E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters 0 above or-❑below the LAG. E2: For Building Diagrams 6.-9 with permanent flood openings provided in.Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below.the HAG. E3. Attached garage(top of slab)is feet meters .❑ ❑ ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or [—].below the HAG. E5..Zone AO only:If no flood depth number is available,is the top of the bottom floor.elevated in accordance with•the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. . SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B;and E for Zone A(without a FEMA-issued or community-issued,BFE)or Zone AO must sign here.The statements in Sections A,.B,and E are correct to the best of my.knowledge. Property Owner or OWner's.Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1 ate: Nos Expiration Date: November 30,2022 IMPORTANT: In these spaces,copy the corresponding information'from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number. 460 ISLAND VIEW LN. City State ZIP.Code Company NAIL Number GREENPORT. New York 11944 SECTION G—COMMUNITY INFORMATION:(OPTIONAL) The.local official who is authorized bylaw or ordinance.to administer the community's.floodplain management ordinance can complete Sections A, B,C(or E),and G of this Elevation Certificate.Complete the applicableitem(s)and sign.below.Check the measurement used in Items G8—G10:In Puerto Rico only,enter meters.. G1. ❑ The information in Section C was taken from.other.documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify.elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E fora building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G1.0)is provided for community floodplaiin.management purposes. G4. Permit Number. G5. Date Permit Issued . G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: _ ❑ New Constructi6n;0 $ubstantial.Improvement G8. Elevation of as-built lowest floor.(including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site:. ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑feet ❑ meters . Datum Local Official's Name Title: Community Name Telephone Signature: Date',' Comments(including type of equipment and.location,per C2(e), if applicable) . ❑ Check here if attachments. FEMA Form.086-0-33(12/19) Replaces all previous editions. Form Page 4 of BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 460 ISLAND VIEW LN. City State ZIP Code Company NAIC Number GREENPORT New York 11944 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken;"Front View"and'Rear View'; and, if required,"Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. r ¢ r RI ., `I , Photo One Photo One Caption REAR RIGHT C� Photo One r o c ems, x 3n 7 d!1'F` d 7 rk eve. '.vvek. "v.: ,.-. t4Ek E d T,j i F r T+ II I I i Photo Two Photo Two Caption FRONT RIGHT Clear Photo Two. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November30, 2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 460 ISLAND VIEW LN. City State ZIP Code Company NAIC Number GREENPORT New York 11944 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. E r d t ,ff .rl1 u r. 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" ..tr'R'y.: -`o ,°,i,fay'{� ; �d t J;1 ..' !E ..y ..v.< t. • „D+1,� a' '{( j ,-. n- 30 Retrotec rCloud Quality Assurance Report Resnet 380 Single Point Blower Door Test PASS Your Result: 1 .58 ACH50 (474.01 CFM50*60/ 18000 ft$) Target < 3 ACH50 Test Information Test Name 460 island view lane greenport Test Date 2024-03-28 09:02 AM (UTC-4) Export id LV2LKJVB Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989@gmail.com Building Information Address 460 Island View Ln City Greenport State NY Zip/postal Code 11944 Country United States Year Constructed 2023 Elevation 20 ft Address Verified? Yes Building Latitude, Longitude 41.080239,-72.376695 GPS validation Latitude/Longitude: 41 080287 -72 376840•Accuracy 26 ft Estimated Distance From Address 33 ft Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 410076 Environmental Conditions Pre-test Indoor Temperature 64°F Pre-test Outdoor Temperature 45 °F Wind Speed Unknown Average Barometric Pressure 101.325 kPa Test Dimensions Conditioned Floor Area 1800 ft2 Volume 18000 ft3 1 l Retrotec rCloud Test Results Summary Test Type (!j4309 380 'ngle P i Blower Door Test Time Averaging onds Air Changes Per Hour Induced House Pressure Pa Corrected Flow FM @ 50 Pa Adjusted Flow CFM @ 50 Pa Intercept 33.889 Slope 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline -0.45 Pa Depressurize Results Air changes at 50 Pa, n50 1.4364 /hr Air leakage rate at 50 Pa, q50 430.92 CFM Effective leakage area at 4 Pa, EfLA 4 24 in Specific effective leakage area (floor) at 4 Pa, ELAF4 0.0132 inz/ftz Normalized leakage area at 4 Pa, NLA 4 0.0132 Baseline Pressure, Initial (Pa) -1 -0.8 -0.7 -0.5 -0.4 -0.3 -0.2 -0.2 -0.2 -0.2 Average baseline, initial A P of -0.45 A P oi- -0.45 A P oi+ 0 Baseline Duration 13 seconds Building pressure (Pa) -50.02 Induced pressure (Pa) -49.57 Fan Pressure [5000- 134] (Pa) 51.46 Total flow qr (CFM) 440.35 Measured flow qm (CFM) 437.87 Total flow through envelope, genv (CFM) 421.97 Error 0.0% Correlation 1.0000 Confidence Limit 95% Intercept, Cenv 33.373 33.373 33.373 Intercept, CL 33.889 33.889 33.889 Slope, n 0.650 0.650 0.650 Retrotec rCloud Compliance Verification 3.2.1. Fenestration. Exterior doors and windows are closed and latched. Confirmed 3.2.2. Attached garages. If blower door is installed between the house and the garage, in Confirmed which case the garage shall be opened to outside by opening at least one exterior garage door. 3.2.3. Crawls ace vents and hatches N/A 3.2.4. Attic doors and hatches Closed 3.2.5. Basement doors Closed 3.2.6. Interior doors. All doors between rooms inside the Conditioned Space Volume are Confirmed opened. 3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed 3.2.8. Combustion appliance flue gas vents are left in their as-found position. Confirmed 3.2.9. Fans Turned Off-Any fan or appliance capable of inducing airflow across the Confirmed building enclosure are turned off including, but not limited to, clothes dryers, attic fans, kitchen and bathroom exhaust fans, air handlers,ventilation fans used in a whole-house mechanical ventilation system (example a system intended to meet ASHRAE Standard 62.2),and crawlspace and attic ventilation fans. This requirement to turn fans off includes accessible fans in adjacent attached dwelling units. 3.2.10.1. Non-motorized dampers (example pressure-activated operable dampers and Confirmed fixed dampers),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volumes shall be left in their as-found positions. (example,a fixed damper in a duct supplying outdoor air for an intermittent ventilation system that utilizes the HVAC fan shall be left in its as-foundposition). 3.2.10.2. Motorized dampers that connect the conditioned space volume to the exterior Confirmed or to unconditioned spaces shall be placed in their closed positions and shall not be further sealed. 3.2.11.1. Non-dampered ventilation openings of intermittently operating local exhaust Confirmed ventilation systems (example bath fan and kitchen range fan),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be left open. 3.2.11.2. Non-dampered ventilation openings of intermittently operating whole-house Confirmed ventilation systems, including HVAC fan-integrated outdoor air inlets,that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall not be sealed. 3.2.11.3. Non-dampered ventilation openings of continuously operating local exhaust Confirmed ventilation systems, (example bathroom or kitchen exhaust), that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed, preferably at the exterior of the enclosure. 3.2.11.4. Non-dampered ventilation openings of continuously operating whole-house Confirmed ventilation systems that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed at the exterior of the enclosure where conditions allow. 3.2.11.5.All other Non-dampered intentional openings between Conditioned Space Confirmed Volume and the exterior or Unconditioned Space Volume shall be left open, (Informative Note; For example undampered combustion air or make-up air openings shall be left in their openposition). 3.2.12. Whole-building fan louvers and shutters shall be closed. In addition, if there is a Confirmed seasonal cover present, it shall be installed. 3.2.13.The opening to the exterior of evaporative coolers shall be placed in its off Confirmed position. In addition, if there is a seasonal cover present, it shall be installed. 3.2.14. Operable window trickle-vents and through-the-wall vents shall be closed. Confirmed 3.2.15. Supply registers and return grilles are left in their as-found position and left Confirmed uncovered. 3.2.16. Plumbing drains with empty -traps shall be sealed or filled with water. Confirmed 3.2.17. Vented combustion appliances shall remain off or in "pilot only" mode for the Confirmed duration of the test. Z Retrotec rCloud 3.5.1. Are the results of the test to be used for conducting a home energy rating or Yes assessing compliance with a building enclosure leakage limit? (For example,defined by code or by an energy efficiency program.) a Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Flow equation parameters - B1 Units Used For Flow Parameters in Equation CFM Fan pressure (FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced, and the room pressure is positive,fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP = jPrBI - PrA If PrA is less than 0 or fan is self-referencing: FP = PrB Flow calculations are not valid if fan pressure is less than either MF or(K2 x IRPI) FP =fan pressure, RP= room pressure Range N K K1 K2 K3 K4 MF Open 0.4980 548.0000 0.0000 0.3000 0.0000 1 10 A 0.5020 287.0000 0.0000 0.4000 0.0000 1 20 B8 0.5400 113.2500 0.0000 0.7000 0.0000 1 40 flow= (FP- RP x K1)n X (K+ K3 x FP) x K4 Range A B C D F G K2 MF B4 0.0000079426 -0.00864000 4.9000 206.00 -0.19 29 0.8000 40 B2 0.0000008800 -0.00290000 2.1500 90.00 0.10 30 1.0000 50 131 0.0000005000 -0.00128000 1.0200 54.00 0.00 30 1.0000 60 B74 0.0000007960 -0.00095010 0.5900 18.00 0.15 25 0.8000 35 B47 0.0000002690 -0.00035905 0.2435 12.05 0.09 25 1.0000 50 B29 0.0000001110 -0.00014900 0.0920 4.40 -0.02 25 0.6000 50 flow= (A x FP3) + (B x FPz) + (C x FP) + D +((G - RP) x F) w G i P t l T V a � J r I } ') .4h �I 1 IlLik *y K r• r* 4„ r r kT _y a, L _ 4, �Z b I.w,fosrwr,'ral Luc •��r 9�I9bN ►� nOvikAULD :� STOP WORK ORDER lv -- TO.3 A Keery V 0 alNy Vlew RueR.Wd,UnN 19 � NorweNSCT Dean n , YOU ARE HEREBY NpiIFEO YNI lUSPEND ALL WORK I a60 MlarldVww�fne_�'•"^w"•Y41} _ S.0 T.M.1000338 2a Purwmt t0 SnglOn 1448 of the Cone M the Tam et finiM W Nw.Yak,you - 1 flrn ridlFFld to Immedletdy OUNPwId•N work aM Nd0jes until ink ordw Ylee ' enen reefJridOU. , EASM OF STOP WORK ORDER: I'l I �_ yK. d o1KMf"P nN[M511S N!f~r+at/jC;Q , CONORIONE UNDFA WHK.K WORK MAY NERE9UMFO' — '•'— ?1 l 'WllwlwMwW plNn fu dati00tP'!1 rf :Mw ��1�t ! 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SV • y , ,psi Y. \t'r t' � yt �i��� 1 ��.1�+ •� �A +�.: a.7 a 1 ,.. 1 - .. �:t'y�;51_ .. =k .tY' a ti ;�t e' f.'j�'• �y � _ ,� �_. �; - •r 1 1! _s::: w fit" F r p vY• J �; � Eirw:. r � w r�r/ice •e.g.k IZ '�,"", ,�. �' ,-� ,/ L �. ,A �� �• Y �•� '.Yy',y ylr�r �r�.,- k. , n,�` 4'. y a it ryc. APPLICATION # PAGE- 1ofa . TOWN OF SOUTHOLD D IEC � V L�ODPL,kIN DEVELOPMENT PERMIT APPL 'n0N L� i AUG 2 7 2021 Tliis form is to be filled out in duplicate. BUILDING.DEPT. SECTION 1 GENERAL PROVISIONS (APPLICANT to read and sijnl TOWN OF S(}IJTHf3LD 1. No work may start until a permit is issued- 2 The permit may be revoked if any false statements are made herein- 3. If revoked, all work must cease until permit is re-issued. 4. Development shalt not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE BEST OF MY KNONVLEDGE,'TRUE AND ACCURATE. (APPLICANTS sfF,*ATURE) DATE $' SECTION PROPOSED DE#kW-p1VfENT(To be comrttctcd by APPLtCAh'Ll N ADDRESS TELEPHONE APPLICANT J OAIJ C"ffi6 q.S (fM CAk eALrAE"q PO 130Y AA SoL)-c-0L4D tj N t � (p31.- BUILDERLW&�� &k� PO C3ou. L44 INI�TT(TU Ctz N ¢ ►.461 ENGINEER (0-3 l� 7 f�ttJ DOn SSA• � St�2 N 1 38 d�l�lt�lElZ— CAI FAA-MeA- 2p 3' aa7-' 2fo25 PROJ �'I'LS2C6'ITf ti • To avoid delay in processing the application. please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. 460 lSLANO MEIN L►4NG ���ocZT N sc rv - - 1000--53 -06- 2 Sa t=T ES-r of; bAj site RE K-0 t-tl C}+ 7aNN�CT5 -tom Ke(2-w j BLVD wt�tC�se of R-t F g-s" 13�Tu't; So v Ttt� G- t�!'v►z"C FDP(93) Flk' ` I . APPLICATION PAGE 2 QP 4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT �q� STRUCTURE TYPE O New Structure Residential(1-4 Family) X Addition D Residential (Vlore than 4 Family) fi4 Alteration ❑ Non-residential (Floodproofing? ❑ Yes) 0 Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition P Q Manufactured (Mobile) Home (In Manu- 13 Replacement factured Home Park? 0 Yes) ESTIMATED COST OF PROJECT S H. OTHER DEVELOPMENT ACTIVITIES. O Fin O Mining O Denning 17 Grading 0 Excavation (Except for Structural Development Checked Above) 0 Watercourse Alteration (Including Dredging and Channel Modifications) D Drainage Improve ents.(Including Culvert Work) 0 Road. Street orwdge Construction 0 Subdivision (New or Expansion) ❑ Individual Witer or'Ses System Other (Please Spectlyj After cotnpledug SEC110K 2, APPLICANX. should submit form to local Administrator for review. ,SECTION FLOODPLAIN DET-FBMINATION { o be comolcted by LOCAL ADMINi RATOR) The proposed development is located on FIRM Panel No. • Dated The Proposed Development: • O Is i01 located in a Special Flood Hazard Area (Notify the applicant that the applkadOU cc&-w is complete.and NO FLOODPLAIN DF-VFZ.OPMENT PERMIT IS REQUIRED). E3 Is facated in a Special Flood Hazard Area. FIRM gone designation is 100-Year flood elevation at the site is: Ft_ t�tGW (MSL) O Unavailable ❑ The proposed development is located in a floodway. FEFM Panel No. Dated O See Section 4 for additional instructions. SIGNED DATE APPLICATION • PAGE 3 OF a SECTION 4. ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATORI The applicant must submit the documents checked below before the application can be processed: 0 A site plan showing the location of all eaasting structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans, drawn to scale, and specifications,including where applicable:details for anchoring structures,proposed elevation of lowest floor('including basement),types of water resistant materials used below the first floor,details of floodproofuig of utilities located below the first floor and details of enclosures below the first floor. Also O Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise- available). O Plans showing the extent of watercourse relocation and/or landform alterations. O Top of new fill elevation Ft. NGVD (MSL). 13 Flood roofmg protection level (non-residential only) Ft.•NGVD (MSL). For 4-• flood roofed structures, applicant must attach certification from registered engineer or architect. ❑Certificati`n from a registered engineer that the.proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting�t-his finding must also be submitted- 0 Other: SECTION 5 PERMIT DETERMINATION iTo be completed by LOCAL ADMINISTRATORI I have determined that the proposed activity. A.O Is B.O is not in conformance with provisions of Local Law . 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX_A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. LSOX 8 is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. a APPLICATION a _ PAGE a OF 4 APPALS: Appealed to Board of Appeals? O Yes O No Hearing date: Appeals Board Decision --- Approved? ❑ Yes 0 No Conditions SEMON G•" AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures- This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. L Actual (As-Built) Elevation of the top of the lowest floor, including basement(in !Coastal High Harard ca , bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2- Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACTIQN (To be completed by WCAL AOMINISTRATORI The LOCAL ADMINISTRATOR will complete this section as applicable based on-inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? OYES ONO DATE BY DEFICIENCIES? ❑ YES ONO DATE BY DEFICIENCIES? OYES ❑ NO SECTION $ CEMFICATE OF COMPLIANCE(To be comnlatcd by LOCAL. ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area • TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (O" ER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT. PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: O NEW BUILDING 0 EXISTING BUILDING C) VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLLANNCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19-, AS MODIFIED BY VARIANCE # DATED SIGNED• DATED: C/C(93) r� 460 ISLAND VIEW 6 NOV 05202 1 October 28,2021 BUILDING DEP-1TOWN OF SOL)TMOLD Attention:Joan Chambers Ref: Southold Town Hall To:Amanda Nunemaker This notice authorizes Joan Chambers to act on my behalf with regard to obtaining a final building permit for 460 Island View Lane,Greenport,NY 11944,and any contingent requirements that may be necessary in that process. Sincerely yours, Cai J.Palmer 460 Island View Lane,Greenport,NY 11944 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2022 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: WILLIAM GORMAN A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Company NAIC Number: Box No. 460 ISLAND VIEW LN. City State ZIP Code GREENPORT New York 11944 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) DIST. 1000,SECTION 53, BLOCK 06, LOT 29 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. Long. Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983' . A6. Attach at least 2 photographs.of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 9 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1530.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 4 c) Total net area of flood openings in A8.b 126.00 sq in d) Engineered flood openings? ❑x Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood,openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings?,,- ❑Yes ❑ No SECTION 6 FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3. State TOWN SOUTHOLD 360813 SUFFOLK New York B4. Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO,use Base Flood Depth) Revised Date 36103CO159 H 09-25-2009 09-25-2009 AE 6.0 B10.' Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of 6 r . OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 460 ISLAND VIEW LN. City State ZIP Code Company NAIC Number GREENPORT New York 11944 SECTION C—BUILDING,ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑x Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,Vl—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1 A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: LX0236 Vertical Datum:8.08 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑x NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,:crawispace, or enclosure floor) 5.0 feet ❑ meters b) Top of the next higher floor 7.0 feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A ❑x feet ❑meters d) Attached garage(top of slab) N/A ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 7.0 feet meters (Describe type of equipment and location in Comments) ❑ ❑ f) Lowest adjacent(finished)grade next to building(LAG) 5.1 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 5.3 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support I N/A ❑ feet ❑ meters SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.I understand that any false statement may be punishable byfine orimprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes ❑No ❑Check here if attachments. Certifier's Name License Number TREIMANE EASON LS 050452 OF N'j� Title °D' LAND SURVEYOR � En �Q Company Name T. EASON LAND SURVEYOR Address f 27 POPLAR STREET La` City State ZIP Code y`L PORT JEFFERSON STATION New York 11776 Signatur Date Telephone Ext. Nam 05-18-2021 (631)474-2200 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e), if applicable) FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 of OMB No._1660-0008 ELEVATION CERTIFICATE Expiration Date: November30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 460 ISLAND VIEW LN. City State ZIP Code Company NAIC Number GREENPORT New York 11944 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) 1 FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F'request, complete Sections A, B,and C.For Items El—E4, use natural grade,if available.Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _ ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with-the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correctto the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments • ❑Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 3 of OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 460 ISLAND VIEW LN. City State ZIP Code Company NAIC Number GREENPORT New York 11944 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,C(or E), and G of this Elevation Certificate.Complete the applicable item(s)and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E fora building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued . G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site:. ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location,per C2(e), if applicable) ❑ Check here if attachments. FEMA Form.086-0-33(12/19) Replaces all previous editions. Form Page 4 of � t -BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or.P.O. Route and Box No. Policy Number: 460 ISLAND VIEW LN. City State ZIP Code Company NAIC Number GREENPORT New York 11944 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken;"Front View"and"Rear View"; and,if required,"Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. S Photo One Photo One Caption REAR RIGHT 'pir'Phcstat)iiewz ,."«<,.' ts.* Jttu'•���"�Yi4 "�' . Ytccld< "x-¢s;a.'—«. :. ''% wiy �v4.,il•-- a,ty Ft :=�1�44Nwwk��.;;n "� , vA4._ is t; ;lns es ^..,.°.�:.��� ^dt �• .'t`�g,d'�'.. .A sr,` Photo Two Photo Two Caption FRONT RIGHT _`Glear F?hvto'i`vao FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 460 ISLAND VIEW LN. City State ZIP Code Company NAIC Number GREENPORT New York 11944 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. 6•f•,�}° -.s 1 fir. ..:xY„';;'�° . ."' ,y,; ,�r ^'ate�� N$•°..\ -� `,':��. ,�' ^ '1 6A•� < - Photo Three Photo Three Caption FRONT LEFT Clear PYiato,T#iiee ,ti�eac'y°. tit�s+a a'0, » fi �� .:a�i��i,•^a.,b -'8 '•&� � " w ""A. Jf t xis=. ���r��y a• w�yU�:;�— {� `'�y _ •� Photo Four Photo Four Caption REAR LEFT Ctear Photo'Four °. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 of 6 ve Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e: frank@frankuellendahl.com August 26, 2015 Submitted to: Building Department Town of Southold Owners: Cai and Kathy Palmer 4 Purchase Street Rye, NY 10580 Re: Living Room Extension and Alterations Premises: 460 Island View Lane in Greenport Dear Michael Verity, Please accept the Building Permit Application for a living room extension with crawl space. The owners of this 2-bedroom cottage are also requesting to renovate the existing bathroom and add a small bathroom to their master bedroom. In order to prevent further loss of heat they are planning to replace the existing single pane windows with Andersen windows, 400 series. Both bedrooms will receive egress windows to comply with current NYS and local codes. The survey indicates that the applicants' property is located below 10 feet, the first floor elevation is at 9.86 feet. According to the survey the elecations in National Geodetic Vertical Datum Zone A-4 (Elevation 8) applies'. The FM #1124 was filed May 19, 1933. Since the cottage was built before the community's first flood map was issued on 03/18/80 (known as pre-FIRM structure) and the non-structural improvements represent a non- substantial improvement - the owner's request to extend their living room at EL 9.86' can be permitted. B1 t regards, nk Uellendahl, RA IN r • AM FAO TMA 1�.,Z r0"alrIWAi, r c Lump r r r WOE '. • 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 Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. -------------- Trustees Examined ,20 (; !i, �I, `, \' Contact: Approved ,20 - Mail to: k u�leL1 Disapproved a/c Phone: Expiration ,20 4 ing Irlspec or APPLICATION FOR BUILDING PERMIT Date q72(p 20 (07 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 Name of owner of premises CAL, !J, �tO Y VA b P 6�Z (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. Plumbers License No. Electricians License No. Other Trade's License No. ` 1. Location of land on which proposed work will be done: &l7 1'6UgQ D V lEDU LA (� J ID ny House Number Street Hamle County Tax Map No. 1000 Section �j?j Bock ,_.t,:;;,,; Lot f Subdivigion "- i(JUFiled,Map:No! Lot (Name) _. ,u .rE't)l. :.r13�;'"_1'' `dCGiF,",'•1(ii 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy (Z&5 L 64)fl 14(� 3. Nature of work(check which applicable): New Building Addition II/ Alteration'( Repair Removal Demolition Other Work Description) 4. Estimated Cost . ��- Fee �Q ge U/ i-1-t-0C� (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. 'Dimensions of existingt structures, if any: Front 2�. 21 Rear 2(��� Depth 'Height fv r Number of Stories 1 l2 l i Dimensions of same structure with alterations or additions: Front 2.e' l2 Rear Depth `?jam. 14- Height A-, , 97 Number of Stories 1/7 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 6-:2 Lb, 4:9 Rear &_-L ( Depth 10. Date of Purchase Name of Former Owner tV&�5pe- 11. Zone or use district in which premises are situated t2_— 4-0 12. Does proposed construction violate any zo g law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES ✓NO VLO�_, W 1d558v 14. Names of Owner of premises rall V 11 "er Address 4` U r6&&4615t Phone No.206-q4-4 -2b29 Name of Architect -WiL (,ejUl6!/IG Q Address V616 31 QYr 1�7. Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwate wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMIT AY 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. STATE OF NEW YORK) SS: COUNTY OF_� gRLV- LA(UE&)!QR_0(L being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the PN-CA-k,L-� (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 day of ,ff 20 I Notary ubl ignature Vf Applicant TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,201 .gL2g c,UFFRk Cody� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 "ate • o� Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT M ���QVC For Office Use Only D DD PERMIT NO. Building Inspector: AUG 2 0 2021 Applications and.forms must e,filled.out in their ekirety.incomplete °. applications.wilt not be°accepted. Where the:Applicant is not tiie'owner,.an ` BUILDING DEPT. Owner's Authorization form(Paget}sl aI be dompleted TOWN OF SOIJTIIOI,B 2, Date:8.19.21 OWNER tS)OF.PROPERTY ti Name: ._:_.._.w... ........ \..._Cai Palmer S CTM#1000-53-06-29 Project Address:460 Island View Lane Greenport NY Phone._.__y. ...M._. l cai wineatfive.com #•1-914-921-5950,.. ._.._��.� .._...____,_._.. Emal„`µL.__.... ,._....__. ..__..__,.._..._.,_�__.._.._.,�.�.._�...,.�_,..��M__..._..:..w...w. Mailing Address: 460 Island View Lane eenport NY 11944 CONTACT PERSON: Name:Joan Chambers Mailing Address:PO Box 49 Southold NY 11971 Phone#:631-294-4241 Email:joanchambers10@gmail.com __.._,_w..........w_....,_,._... ..__ DESIGN PROFESSIONAbNFORMATION: , • Name; Lou Schwartz Mailing Address:7 Ridgewood St. Bay Shore NY 11706 Phone#:631 839-4824 Emaiktid�b unneren mail.com ONTRACTOR INFORMATION: , Name: Bill Gorman O Box 1447 Mattituck NY ..Mailing A,..-..Gress'P .............. ....,�_..........,_......,......_ ....._..._.._�.._._..,,...__................,.w...._.....y.,......_.........._,_- .,...__..-... Phone#:631-445-1461 Email:newenqlan8barns@aol.com "DESCRIPTION OF PROP05ED CONSTRUCTION o- ..f, ❑New Structure ®Addition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other $ �* Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY FORNATION[ ` Existing use of property:Single family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to ------ this property? E]Yes ®No IF YES, PROVIDE A COPY. R-40-------- ---------- 1111"Check!Box" ii6hit is46 r Pssues Chapter !Aiji: g,Department for,the issuance et a aullding Rer pursuant1b,the BuikJIng 'Ordinance b th6 Town of Southold,Suffolk,County'New York jiind�p;.herj applicable 0iii`far the c ru hereini if nt PP ki 10 pj�e building ' housingcode a p in iinspections Application Submitted By(print name):Joan Chambers RAutharized Agent DOwner Signature of Applicant: Date: 8.19.21 STATE OF NEW YORK) SS. COUNTY OF Suffolk Joan Chambers being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of .20 Notary Public PROPERTTOWNER AUTHORIZATION (Where the,applicant is not the owner) residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 bP`V 460 ISLAND VIEW NOV052021 October 28,2021 BUILDING pePT TOWS OF SOU 10LD Attention:Joan Chambers Ref: Southold Town Hall To:Amanda Nunemaker This notice authorizes Joan Chambers to act on my behalf with regard to obtaining a final building permit for 460 Island View Lane,Greenport,NY 11944,and any contingent requirements that may be.necessary in that process. Sincerely yours, Cai J.'Palmer 460 Island View Lane,Greenport,NY 11944 I I . SafFOt FB�ILDING DEPARTMENT- Electrical Inspector JUN 2 4 2022 TOWN OF SOUTHOLD o Town-Hall Annex - 54375 Main Road - PO Box 1179 ,z BUILDING ytNl. Southold, New York 11971-0959 Q OWN OF SOUTTHOLD 'ffj O� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny.gov - seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION_�Aii Information Required) Date: (P Z 222— Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: 2�� 47 -4zS ❑1 request an email copy of Certificate of Compliance Elec. Address.: 7 4 io (� G41LIA C F4J C-, JOB SITE INFORMATION (All Information Required) Name: Address: rlee a Cross Street: Phone No.: 63 �- BIdg.Permit#: 45149 � 222 email: �d�5;;_Ia Tax Map District: 1000 Section: Block: Lot: a BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: .Circle All That Apply: Is job ready for inspection?: YES ❑ N ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Sizeba/1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y Additional Information: PAYMENT DUE WITH APPLICATION Scott A. Russell ,� 0S0m/r11., STO]KIWNWAXIER1 . SUPERVISOR MANAG]EMLENT SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YOM UM Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) ll3OES THIS ]PROJECT RWOLV E ANY OF. TM IFOLW O Yes No (CHECK ALL THAT APPLY) ❑YA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑@/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. ❑QeE. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑E/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. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236-does not apply to your project. If you answered YES to one or more of the above,please submit Two copies-of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wit�your Building Permit Application.. APPLICANT: r Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. = 1000 Date: oe (,( l D�t NAME: eC Section Block Lot _ riot ****FOR BUILDING, TMENT USE ONLY**** Contact Infonnat n trk,n—H. Reviewed By: Date: Property Address/Location of Construction Work: — — — — — — — — —*i�d -_Jf�-ff� Approved for processing Bt. (ey tS�Nv utgw 1 Lp" Stormwater Management Control Plan Not Required. 7 � � 1 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 Ftp� B ILDING DEPARTMENT- Electrical Inspector O111kil illTOWN OF SOUTHOLD ® ' To h-Hall Annex - 54375 Main Road - PO Box 1179 BUILDING ur_r,. Southold, New York 11971-0959 ® OWN OF SOUTHOLO Telephone-(631) 765-1802 - FAXJ631) 765-9502 rogerr(absoutholdtownny.gov seand(a)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION AII Information Required) Date: 2 2-2— Company Name: Gt1�✓ Electrician's Name: License No.: Elec. email: Elec. Phone No: 20 ❑I request an email copy of Certificate of Compliance Elec. Address.: ' l E--k) JOB SITE INFORMATION (All Information Required) Name: Address: rlc In po t Cross Street: Phone No.: Bldg.Permit#: ��J�� .J d 222- email: o(,w Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): s Se,EaAC_1. AQt kd 44c- Square Footage: 7_77 Circle All That Apply: Is job ready for inspection?: YES ❑ N ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) I Service Size�1 Ph❑3 Ph Size: �A # Meters Old Meter# lrew Service[:]Fire Reconnect[]Flood Reconnect❑Service_Reconnect❑Undergroun /head 4Underground Laterals 1 2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION kLc 1 PERMIT# Address: Switches 27 Outlets l*r-A% GFI's 11 ) �y Surface I t l 3 Sconces t It 3 UC Lts Fridge HW 9 POOL Panel Fans 3 Mini Fr. W/D Pump Exhaust Oven l Sump Heater Trnsfmr Smokes 2 DW 1 Generator. Salt Gen. Water Bond Carbon Micro GrbDis fights Heat Pucks ERV HOT TUB SPA Inst Hot DeHum Transfer Disc Cookto !`!Minis lit Blower Combo 1 3 p p: - AC, AH Hood Blower Service Amps jC-, 0 Have'-t D Used Sub Amps Have Used Comments �' � OF SOUry�l Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yOOUMy,� BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Cai & Kathy Palmer 3 Valley View Road, Unit 18 Norwalk, CT. 06877 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 460 Island View Lane, Greenport, New York S.C.T.M. 1000-53-6-29 Pursuant to Section 144-8 of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction beyond scope of Building Permit#45149, issued 9/1/2020. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When amended plans have been approved. Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. DATED: 5/24/2021 Michael J. rity Chief Building Inspector (Cert. Mail) t t Nunemaker, Amanda From: Nunemaker,Amanda Sent: Thursday,July 1, 2021 9:55 AM To: newenglandbarns@aol.com' Cc: 'Joan Chambers' Subject: Plans Attachments: 2021 0701 08441 6.pdf Hi Bill, As per our phone conversation, if you remove the second story and scale back the project to conform exactly as what was originally approved (see plans attached),we will not consider this a substantial improvement. I do need a flood permit application and an additional fee of$100 for the flood permit as soon as possible. Please confirm that you will, in fact, be reducing the project to match the attached plans.Once, I get a confirmation from you I can lift the Stop Work Order. Thank you. Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 i Nunemaker, Amanda From: Nunemaker,Amanda Sent: Wednesday, October 27, 2021 2:02 PM To: 'Joan Chambers' Subject: RE: Palmer Site Plan Hi Joan, As far as the site plan,what is the dimensions of the stoop off the easterly side of the house? It can't be larger than the width of the door and 3 feet out from the house without needing a variance.Secondly,the size of the lot is in question as I have an older site plan that says 7,840.8 sq.ft.that was originally approved for this project and the survey you have emailed me recently shows 7,999.68 sq.ft. The lot size shown on the Suffolk County tax map is not necessarily accurate and can't be used as an official determination. Please verify the correct lot size and recalculate lot coverage. Don't forget I still need owner authorization for you and obviously,the elevation certificate which we spoke about. From:Joan Chambers<joanchambersl0@gmail.com> Sent:Wednesday, October 27, 202111:03 AM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us> Subject: Palmer Site Plan Reference:460 Island View Lane 1000-53-06-29 As we discussed yesterday I have a Site Plan prepared for this property with the items you requested. Can you please take a look at it when you get a minute and let me know if it has the information that you require? If so I ` will have it certified and submit the paper copies. Thanks, Joan Chambers ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 i N()EY 6� NIF 11 E CM Fd• q0 a, 3° 00 \ N1 � Pipe fond NOTE N 0,6,' O O� ELEVATIONS IN NATIONAL GEODETIC E 0,5 LOT 539 VERTICAL- Lp4rum ZONE A-4 Z (ELEVATION B) APPLIES. BASED ON -Z L D r 538 NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, TOWN o OF SOUTHOLD, PANEL 76 OF 120 COMMUN1 T Y PJ Nft NUMBER 360813 0076D, �o O MAP REVISED APRIL 17, 1985- C, � ICJ � - O -A •D � Z ' Qn ti LS> v r I.2 2p 3 c� n — o .. !!• tt O Z CENl STORY o b 9 WOOD FRAME X r N RESIDENCE W a FIRST FLR. EL. 9.86 8•I A =38,89' ' cosc Fd. CM-) CM.. 6.$ sr°° rCM Fd. 66.02 �CM Fd 53.68` Fd. � EL IV 850 40'30 "i�Y 6S�r5' TIE =-166.02' - - ISLAND VIEW LANE SURVEY OF SURVEYED 6 JUNE 1992 FM 4 1124 SCALE I "x 20' FIL ED MAY 19, 1933 L 0 T" 538 bar P10 LOT 539 C.ptes of this survey map not bearing TM# I000 -053-06 -29 the Land Surveyors embossed seal shall CM Fd = CpnCre 1 e Monumen/ N W be considered to be a valid true Fond. AMENDED MAP "A itawn PECONIC BAY ESTATES SITUATE Ueauttpriied alteration or addition to this GREENPORT, TOWN OF SOU THOL D survey is a violation of Section 7209 of SUFFOLK COUNTY, N.Y. New YOB State Education Law. SURVEYED FOR EUGENE J. MOTT� PATRICIA MOTT SURVEYED SY GUARANTEED TO STANL EY J ISAKSEN, JR. EUGENE J. MDTT Pa BOX 294 PATRICIA MOT T NEW SUFFOL K, N.Y. ,11956 SUFFOL K COUNTY NATIONAL BANK (516) 734-5835 FIRST AMERICAN TITLE INS CO. TOWN OF SOUTHOL 0 Quarantees indicated here on shah run only to the person for whom the survey Is prepared, and on his behalf to the l;tie ccmFc:n;,, C ov3r. enl 1 ,•t, .nc�, LICENSED AN S RVEYOR • mi'ing inslit- ticn, i! and N.Y.S. Ll N 49273 ?o t!;s csr.Srnoes c•f IL: ,rslitutlon. Cl1!•ri-n1tes Cie.. -mi 1i(-.;% r is 'ia addlholiul owners, s2R 481 r9 N 73000'40" E _ 63.50' _ 6'STOCKAD FENCE X X IFENCE FENCE /} 0.91 S �' 2.9'E v I 0.9'W ' G'! 0.7'E 14.7' J FRAME N 6.5' a� r*� G11 I PERGOLA 511ED 'L-J O 4.3' � 8.2' � I � a of z ML zC I Oto 0 rn �f J N CA co 10.3' N 16.6' O C �, m I V \V I O 19 CONCRETE PATIO /21.3' wC2 I FENCE I 0.7'W co C.E. O 1s.o', s.a' � w #46JR 2 STO 90 <I FRAM (4 I� DWELL �I l I l 7.1' 20.0- CONC. f STOOP --- \ Ale I 46 ;0 20 0 10 20 40 1 inch =20 ft. GRAPHIC SCALE ( IN FEET ) (14621)- DENOTES FILED MAP LOT NUMBERS SURVEY NOTES: 538 0 539 1.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF , P THIS SURVEY MAP NOT BEARING THE SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.CERTIFICATIONS TAX LOT 29 INDICATED HEREON SHALL RUN ONLY TO THE PERSONIPERSONS FOR WHOM THE SURVEY IS PREPARED,AND ON HISIHERITHEIR BEHALF TO THE TITLE AREA= 7,999.58 SO FT COMPANY,GOVERNMENTAL AGENCY,AND LENDING INSTITUTION LISTED HEREON.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL q4 ACRES INSTITUTIONS OR SUBSEQUENT OWNERS. D /�pEs 2.THIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND OTHER PERTINENT FACTS WHICH AN ABSTRACT OF TITLE MIGHT DISCLOSE. Q /U 3.OFFSETS SHOWN HEREON ARE FOR A SPECIFIC PURPOSE AND MOULD NOT BE USED AS A BASIS FOR CONSTRUCTION OF FENCES OR OTHER STRUCTURES. 4,SUBSURFACE STRUCTURES AND/OR UTILITIES,IF ANY.NOT SHOWN. 5.HEDGE AND FENCE OFFSETS SHOWN ARE TO CENTERLINE UNLESS OTHERWISE NOTED. I CERTIFYTHATTHIS MAP REPRESENTS AN ACCURATE AND TRUE ACCOUNT OF A SURVEY,PERFORMED N THE FIELD UNDER MY SUPERVISION ON 4M/2021,OF THE LAND THEREIN PARTICULARLY DESCRIBED,THE RECORD DESCRIPTION OF THE SUBJECT PROPERTY FORMS A MATHEMATICALLY CLOSED FIGURE.THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CURRENT CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BYTHE NEW SUFFOLK COUNT17 DIST 1000 YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, T. EA ^NLAND SLR—�YOR SEC53 RLK 06 LOT 29 .�. 27 POPLAR STREET,PORT'JEFFIIRSON S7/ N;NEW PORK 11776 DATE: 4-30—21 SCJ�£,E: 1"=20' Piiorte(631)474-2200 1F,,x(631)780-0491 eneail TFAS'O_NUS@OPTONLINE,NET RO fsCI*NM. BE, MET21-056 BOU.NDAAY SURTVEY SUKVEYFOR: WWAM GORMAN MAP OF.- AMENDED MAP 0Aa. PECONIC BAY ESTATES, Rl# 1124, 11-19-1933 LOCATION- GREENPORT, TOWN OF SOUTH HOLD, NY CERTIFIED TO: VAWAM GORMAN TRELV,,tNE A EII S'ON,LS. LTC #050452 ` Generated by REScheck-Web Software C�J( Compliance Certificate Project THE PALMER RESIDENCE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 460 ISLAND VIEW LANE CAI&KATHY PALMER FRANK UELLENDAHL GREENPORT,New York 11944 OWNERS ARCHITECT trade-off,lCompliance: Passes using UA Compliance: 3.2%Better Than Code Maximum ILIA: 94 Your UA: 91 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling:Flat or Scissor Truss 279 30.0 0.0 0.035 10 Wall:Wood Frame,16in.D.C. 536 15.0 0.0 0.077 33 Window:Wood Frame,2 Pane w/Low-E 29 0.300 9 Door:Glass 81 0.300 24 Floor:All-Wood joist/Truss Over Uncond.Space 279 17.0 0.0 0.052 15 Compliance Statement: The proposed building design described here is i nt with the building plans,specifications,and other calculations submitted with the permit application.The proposed bull din i ned to meet the 2010 New York Energy Conservation Construction Code requiremen k Version 5.5. a ith the mandatory requirements listed in the REScheck inspection Checklist. Name-Title ature V Date 0 o216R�� NEB Project Title:THE PALMER RESIDENCE Report date: 08/26/15 REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0%were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.2 ;Construction drawings and Tkompties [PRI]l 1 documentation sufficiently ❑Does Not demonstrates energy code ][1Not Observable ;compliance for the building f envelope. ' ;.-: ❑Not Applicable 103.2, ;Construction drawings and OComplies 403J sufficiently documentation suciently ; -]Does Not [PR3]1 ;demonstrates energy code ❑Not Observable v ;compliance for lighting and i mechanical systems.Systems j ;[]Not Applicable serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is! Heating: ; Heating: ;[ Complies ; [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not on loads per ACCA Manual J or p� Cooling: Coolin g: : Not Observable other approved methods. ; ; ; :,[]NotBtu/hr Btu/hr ;❑Not Applicable ; ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE PALMER RESIDENCE Report date: 08/26/15 Section # Foundation Inspection Complies? , Comments/Assumptions & Req.ID 303.2.1 Exposed foundation insulation ;❑Complies [F011]Z protection. ;❑Does Not ;❑Not Observable; ❑Not Applicable 403.8 Snow melt controls. ;❑Complies [FO12]2 ;❑Does Not U_ UNot Observable :,[]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE PALMER RESIDENCE Report date: 08/26/15 Section Plans Verified., Field Verified # Framing/Rough-In.inspection ••'-Complies? Comments/Assumptions & Req.I Value D . "Value 402.4.4 ;Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable `or has infiltration rates per NFRC ❑Not licable APP 400 that do not exceed code j limits. ' 402.4.5 IC-rated recessed lighting fixtures( '11Complies [FR16]2 sealed at housing/interiorfiinish ` []Does Not and labeled to indicate&It•=2.0 v "[]Not Observable cfm leakage at 75 Pa. g❑Not Applicable 403.2.2 !All joints and seams of air ducts, i❑Complies [FR13]1 1 air handlers,filter boxes,and ❑Does Not building cavities used as return S❑Not Observable ducts are sealed. 1, ❑Not Applicable 403.2:3 : Building cavities are not used a5 �❑Complies [FR15]3 ducts or plenums. J11Does Not ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ;❑Complies ; [FR17]2 above 105 OF or chilled fluids 1 1,❑Does Not below 55 OF are insulated to R-3. ;❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ; R- R- ;❑Complies [FR18]2 pipes are insulated to R-2. ;[]Does Not U ;❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are . ❑Complies [FR19]2 installed on all outdoor air '❑Does Not intakes and exhausts. .1[]Not +9} - .� '>' 't ° Observable ; ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE PALMER RESIDENCE Report date: 08/26/15 '-Section. # Insulation Inspection Complies?, Comments/As'sumptions. &Req.ID 303.1 All installed insulation labeled or ;❑Complies [IN13]2 installed R-values provided. ;❑Does Not V ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE PALMER RESIDENCE Report date: 08/26/15 "Section Plans Verified I J'Field Verified' # Final Inspection Provisions Complies? Comments/Assumptions & Req.ID Value Value 402.4.2, ;Building envelope tightness ACH 50= ACH 50= ;❑Complies 402.4.2.1 ;verified by blower door test result: :❑Does Not [FI17]1 ;of<7 ACH at 50 Pa.This U ;requirement may instead be met ; ;❑Not Observable 1via visual inspection,in which ;❑Not Applicable case verification may need to I occur during Insulation ; Inspection. 403.2.2 ;Duct tightness via post- ; cfm cfm ;❑Complies [F1411 construction with maximum ;❑Does Not leakage of 8 cfm to outdoors,or ❑Not Observable 12 cfm across systems.For ; rough-in tests,verification may ❑Not Applicable need to occur during Framing ; Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats ❑Complies [Flg]z installed on forced air furnaces. ❑Does Not ❑Not Observable 1 ONot Applicable 4.03.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. []Does Not []Not Observable ❑Not Applicable 403.4 Circulating service hot water Complies ; [FI11 ;❑ ]z systems have automatic or � � ,7❑Does Not J accessible manual controls. ❑Not Observable []Not Applicable 401.3 Compliance certificate posted. 111complies ; [FI7]2 ❑Does Not J ;❑Not Observable "s '❑Not Applicable 303.3 Manufacturer manuals for (i( ;❑Complies [FI18]3 mechanical and water heating i : i❑Does Not v equipment have been provided. • ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1)' 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title:THE PALMER RESIDENCE Report date: 08/26/15 AJ/'*C2010 New York Energy Conservation Construction Code Energy Efficiency Certificate RatingInsulation Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 17.00 Ceiling /Roof 30.00 Ductwork(unconditioned spaces): Glass& Door Rating • Window 0.30 Door 0.30 CoolingHeating & Heating System: Cooling System; Water Heater: Name: Date: Comments 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$56.00. 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 te. r� New Construction: Old or Pre-existing Building: (check one) Location of Property: V Lai LA G�vj�A )L)/_)9T7 House No. Street Ev Hamlet Owner or Owners of Property: Cam}( :4 Kf—1 1P At ER Suffolk County Tax Map No 1000, Section 3 Block cc;l Lot 2� Subdivision Filed Map. Lot: tlPermit No. o� ate of Permit. Applicant: Health Dept.Approval: /8 Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Generated by REScheck-Web Software Compliance Certificate Project THE PALMER RESIDENCE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: 09.10.2015 Permit Number: BP # 40072 Construction Site: Owner/Agent: Designer/Contractor: 460 ISLAND VIEW LANE CAI&KATHY PALMER FRANK UELLENDAHL GREENPORT, New York 11944 OWNERS ARCHITECT • • . trade-off Compliance: 0.0%Better Than Code Maximum UA: 133 Your UA: 133 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat or Scissor Truss 555 30.0 0.0 0.035 19 Wall:Wood Frame, 16in.D.C. 800 13.0 0.0 0.082 58 Window:Wood Frame,2 Pane w/Low-E 44 0.300 13 Window:Wood Frame, 2 Pane w/Low-E 8 0.290 2 Door: Glass 40 0.300 12 Floor:All-Wood Joist/Truss Over Uncond.Space 555 17.0 0.0 0.052 29 Compliance Statement. The proposed building design describe e e i co istent with the building plans,specifications,and other calculations submitted with the permit application.The propos Lil i g en designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Ver i omply with the mandatory requirements listed in, the REScheck Inspection Checklist. oV Name-Title Sin Date 2016 I N �-� _FEB 9 - Project Title:THE PALMER RESIDENCE Report date: 02/09/16 Data filename: Page 1 of 6 REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.2 ;Construction drawings and ❑Complies [PR1]1 ;documentation sufficiently ❑Does Not ; 0 ;demonstrates energy code ❑Not Observable compliance for the building ❑ envelope. Not Applicable 103.2, ;Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not ; [PR3]1 ;demonstrates energy code ❑Not Observable U ,compliance for lighting and ❑Not Applicable mechanical systems.Systems ;serving multiple dwelling units :must demonstrate compliance with the commercial code. 403.6 $Heating and cooling equipment is: Heating: Heating: ;❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not on loads per ACCA Manual J or : Cooling: Cooling: !,[]Not Observable other approved methods. Btu/hr Btu/hr :❑Not Applicable : t Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE PALMER RESIDENCE Report date: 02/09/16 Data filename: Page 2 of 6 Section # Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.2.1 Exposed foundation insulation ;❑Complies [F011]z protection. ;❑Does Not e} ;❑Not Observable ❑Not Applicable 403.8 Snow melt controls. ;❑Complies [FO12]2 ;❑Does Not v ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE PALMER RESIDENCE Report date: 02/09/16 Data filename: Page 3 of 6 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Co mments/Assumptions &Req.ID 402.4.4 ;Fenestration that is not site built []Complies [FR20]1 :is listed and labeled as meeting ❑Does,Not ; AAMA/WDMA/CSA 101/I.S.2/A440 []Not Observable ,or has infiltration rates per NFRC 400 that do not exceed code []Not Applicable limits. 402.4.5 SIC-rated recessed lighting Fxtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not 9 and labeled to indicate&It;=2.0 ❑Not Observable v ,cfm leakage at 75 Pa. 1E]Not Applicable ; 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 :air handlers,filter boxes,and ❑Does Not co ;building cavities used as return []Not Observable ;ducts are sealed. IE]Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not fp []Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ;❑Complies [FR17]z above 105°F or chilled fluids ;❑Does Not V below 55°F are insulated to R-3. ; :❑Not Observable i ;❑Not Applicable 403.4 ')Circulating service hot water ; R- ; R- ;❑Complies ; [FR18]2 pipes are insulated to R-2. ;❑Does Not U ;❑Not,Observable ❑Not Applicable 403.5Automatic or gravity dampers are ❑Complies [FR19]2 ;installed on all outdoor air []Does Not U intakes and exhausts. 1E]Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE PALMER RESIDENCE Report date: 02/09/16 Data filename: Page 4 of 6 Section # Insulation Inspection Complies? Comments/Assumptions &Req.ID 303.1 All installed insulation labeled or ;❑Complies [IN13]2 installed R-values provided. UDoes Not V ❑Not Observable' ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE PALMER RESIDENCE Report date: 02/09/16 Data filename: Page 5 of 6 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.4.2, :Building envelope tightness ACH 50= ACH 50= :❑Complies 402.4.2.1 verified by blower door test result: E❑Does Not [FI17]1 ;of<7 ACH at 50 Pa.This ❑Not Observable ;requirement may instead be met ; ;via visual inspection, in which :❑Not Applicable ; case verification may need to ; occur during Insulation ; Inspection. 403.2.2 ;Duct tightness via post- ; cfm cfm ;❑Complies [FI4]1 ;construction with maximum ; ; El Does Not ;leakage of 8 cfm to outdoors,or :❑Not Observable 12 cfm across systems.For rough-in tests,verification may ;❑Not Applicable need to occur during Framing ;Inspection,with maximum ; ;leakage of 6 cfm across systems ;and 4 cfm without air handler. 403.1.1Programmablethermostats 10complies ; [FI9]z installed on forced air furnaces. ❑Does Not 4G) ; ❑Not Observable i ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FIIO]z ;on heat pumps. ❑Does-Not ❑Not Observable IE]Not Applicable 403.4 Circulating service hot water ❑Complies ; [FI11]z systems have automatic or ❑Does Not U accessible manual controls. []Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies ; [FI7]2 []Does Not U ; []Not Observable i IE]Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does'Not equipment have been provided. ❑Not Observable IE]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE PALMER RESIDENCE Report date: 02/09/16 Data filename: Page 6 of 6 2010 New York NJ/ Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 13.00 Below-Grade Wall 0.00 Floor 17.00 Ceiling/Roof 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 Door 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments GENERAL NOTES DESIGN CRITERIA: 63.5' m ALTERAIONS AL AREA SUMMARY r LOT AREA = ca.8,293 SF=100.00% 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE O GROUND SNOW LOAD - 45 PSF. ��Ctjpg (� OR EXIST'G DWELLING = ca. 953 SF � BUILDINGNCODE, ANDTTHENN NEW STATE UNIFORM LIVING AREAS AND DECKS - 40 PSF. F�'Vv �CO = CONSERVATION CODE, AND LOCAL AUTHORITIES. SLEEPING AREA - 30 PSF. f EXIST G COVERED STOOP= ca. 35 SF WIND SPEED 120 MPH USE �S UN� ED EXIST'G FRAME SHED ca. 96 SF 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B J S O p� ADDED BLDG. COVERAGE = ca. 279 SF MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE ,ArITN fl TOTAL BLDG. COVERAGE = ca, 1,363 SF= 16.43% J PALMER 3. ALL LUMBER SHALL BE GRA E STAMPED DOUGLAS FIR- FROST LINE DEPTH - 36° Y Y 1 N LARCH STRUCTURAL GRADE 2 OR BETTER. TERMITE - MODERATE TO HEAVY OCCUp NCY ¢w MAX. BLDG. COVERAGE = ca. 1,658 SF= 20.00% a r�r ir�rN(�r DECAY - SLIGHT OF N RrESlDrE iV� 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYMENT REQUIRED - YES o STAIR AND FLOOR OPENINGS POSTS AND PARALLEL PARTITIONS, EXCEPT AS NOTE6 ON DRAWING. DESIGN IN ACCORDANCE WITH AMERICAN FOREST z , AP R YLD AS �bOTED GREENPORT, NY 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL J 35 460 ISLAND VIEW LA FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD z �O�o2 6. ALL DIMENSIONS AND G E CONDITIONS TO BE o FRONT YARD DATE: B.P.# VERIFIED BY CONTRACTORS PRIOR TO START OF o �� 3 Co CONSTRUCTION AND ORDERIN OF MATERIALS. THIS WINDBORNE w �P����Q`� FE RY. ARCHITECT FOUNDATION HAS BEEN DGNED FOR A SOIL Q NOTIFY BUILDING G-F��.RTMENT AT E BEARING CAPACITY OF TWO�',2�) TSF AND GRADES DEBRIS PROTECTION SCHEDULEz S� Q'�G�P�, ¢ 765 1802 8 AM TO 4 P"A FOR THE FRANK UELLENDAHL LESS THAN 5%. CONTRACT SHALL VERIFY THAT - \� 0 w m 123 CENTRAL AVENUE THESE CONDITIONS ARE MET, ALL FILL BENEATH c� _ Q�F�P �pN� \JG� FOLLOWING INSPECTIONS: o P.O.BOX 316 CONCRETE SLABS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS � Qv�`S �� Q 1. FOUNDATION - TWO REQUIRED � GREENPORT, NY 11944 RELATIVE DENSITY. OF MIN 7 16 INCH WITH 2-1 2 6 WD SCREWS, �\� TEL: 631-477 8624 / / # w °O FOR POURED CONCRETE 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER 0 m 2. ROUGH - FRAMING & PLUMBING � SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED EXTENSION o 0 3. INSULATION aE OWNERS BY TRIPLE UPRIGHTS. ALL HEADERS TO BE � —, CAI & KATHY PALMIER MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. c� STONE PATIO 4. FINAL - CONSTRUCTION MUST � � 460 ISLAND VIEW LANE 8. PROVIDE FIRESTOPPING AT ALL LEVEL WINDOW SCHEDULE ¢ m BE COMPLETE FOR C.O. GREENPORT, 11944 PENETRATIONS w 203 TEL: 03 ALL CONSTRUCTION SHALL MEET THE 3 -947-2625 9. PROVIDE FLASHING AT ALL ROOF BREAKS, cn CONC, PATIO REQUIREMENTS OF THE CODES OF NEW CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS PROPOSED WINDOWS ARE ANDERSEN PRODUCTS, 400 SERIES w YORK STATE. NOT RESPONSIBLE FOR AND DECKS ETC.. WHITE EXTERIOR, UNFINISHED ON INSIDE, GRILLES PER PLANS Q DESIGN OR CONSTRUCTION ERRORS. E q 10. DO NOT SCALE DRAWINGS. GLASS TO BE HIGH PERFORMANCE LOW-E GLASS w LR/DR SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS PROPOSED ADDITION = n 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- WINDOW I DOOR HARDWARE: ESTATE COLLECTION: ANVERS z IBM w ENGINEER ARE NOT RESPONSIBLE FOR THE FINISH: SATIN NICKEL 1 INSPECTION SUPERVISION OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. FEDERAL, STATE oo SIDE YARD EXISTING STRUCTURES AND LOCAL BUILDING CODE COMPLIANCE SHALL BE THE KIT, o0 RESPONSIBILITY OF THE CONTRACTOR. Mark Size Description Quantity A FWG120611-4 GLIDING PATIO DOOR - DR 1 SURVEY BY STANLEY ISAKSEN, JR. xk 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO B FWG60611L GLIDING PATIO DOOR - LR 2 DATED: DUNE 6 1992 FACILITATE CONSTRUCTION AND SHALL NOT BE - Z CONSTRUED AS A CONTRACT BETWEEN BUILDER AND C TW24510 DOUBLE-HUNG - LR, MBR 4 Cvi... y „�_� CODES OF OWNER. BOTTOM SASH to be TEMPERED GLASS BR 1 BR 2 NEW YO,=--L< 5 1",`` ~_ TOWN CWES D TW2042 DOUBLE-HUNG - BATH 2 1 13. THIS STRUCTURE HAS BEEN DESIGNED IN E TW210510 DOUBLE-HUNG - MBR BR2 DR egress 4 ;S RECUIRED AN-' CONDIT OF s ACCORDANCE WITH THE NEW YORK STATE ENERGY BOTTOM SASH to be TEMPERED GLASS O CONSERVATION CODE. F TW26510 DOUBLE-HUNG - KITCHEN, DR 1 Vi S. 14, CHANGES PRIOR TO ANDCONSTRUCTION,ALL G TW3046 DOUBLE-HUNG - KITCHEN, DR 1 ��++ �� b� RD V�� �� O z nnnnnr� •C'tTf`;' �� 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 4e E. - -- N DESIGNED AND SPECIFIED BY OTHERS. eve ,t�r: ,� SCTM  - - -06-29 16. INSURANCE NECESSARY TOPROTECT PERMITS �F 6, AND OWNER. TOWN OF SOUTHOLD DATE: 08/26/2015 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS SUFFOLK COUNTY, NEW YORK � SCALE: ,/,6° = 2015 UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. DRAWING SCHEDULE 2 BR COTTAGE TO BE RENOVATED: A-1 TITLE SHEET - DESIGN CRITERIA - SITE PLAN LR EXPANSION WITH CRAWL SPACE SITE PLAN A-2 FOUNDATION FLOOR PLAN NCROSS SECTION INTERIOR ALTERATIONS: ADDED M.BATH, 2ND BATH RENOVATION, REPLACEMENT WINDOWS, NEW SIDING DWG. NAME A-4 PROPOSED 1ST FLOOR PLAN A-5 PROPOSED NORTH AND EAST ELEVATIONS A-6 PROPOSED SOUTH AND WEST ELEVATIONS R V I L n'N r PO MIT ,APPLIP� 'RTInN ®� DWG. No A— A-7 CONNECTORS, CRITICAL PATH A-8 FRAMING NOTES, NAILING SCHEDULE INTERIOR ALTERATIONS 0 � 14 -6 _ �� 8 -0 _ 1,, 2 -7 �� 10 -0 X W W 2 V z PALMER a ,, r i!�rL RESIDEll(�r o O I w L I N GREENPORT, NY 460 ISLAND VIEW LA LIVING ROOM BR W ARCHITECT HALLWAY o FRANK UELLENDAHL ' m 123 CENTRAL AVENUE o P.O.BOX 316 F GREENPORT, NY 11944 C-4 -7 TEL: 631-477 8624 CATHEDRAL CEILING W/D W d OWNERS oN I „ CAI& KATHY PALMER 11 -4 1/2 460 ISLAND VIEW LANE GREENPORT, NY 11944 TEL: 203-947-2625 DINING AREA KITCHEN I i co i co N WOOD STOVE o _ J ° MBR 00 o DW I = 0 4 N REF. � d STAIRS TO- PART 3 tE CRAWL SPACE co FOYER P S IRAL STAIRCASE TO ATTIC = N CONCRETE PATIO DATE: 08/26/2015 14'-3" 4 1 2" 6'-9 1/2" SCALE: 1/4" = 1'-0° EXISTING 16'-1 1/4" 22 -3 1/2" J FLOOR PLAN 38'-4 3/4" O N DWG, NAME EXISTING FLOOR PLAN DWG. NO A-2 ®� SCALE; 1/4" = 1'-O" CONT. RIDGE VENT w INTERIOR NEW WALL RIDGE STRAPS EA. RAFTER PAIR ROOF mALTERATIONS EXISTING WALL (2) 2X10 RIDGE BEAM ASPHALT SHINGLES TO MATCH EXISTING ROOF WALL ABOVE 2X8 R.R. @ 16 O.C. FOLLOW MANUFACTORER'S GUIDELINE FOR INSTALLATION: IN 120 MPH REGION: 6 NAILS PER SHINGLE REQU D W 15 LBS FELT 2X C.J. @ 16" O.C. 5/8" CDX PLYWOOD SHEATHING w/R-30 BATT INSULATION ROOF OVERHANG TO MACTH EXT G 2'X8" ROOF RAFTERS @ 16" O.C. N PUMER HURRICANE CLIP EA, RAFTER 2 2X4 TOP PLATE R-30 BATT INSULATION r i r►i(�r w 2 2X8 HEADER 1 2" GYPSUM BOARD w RLSiDLi`•iCL � V NTED OVERHANG o MATCH EXIST'G. VENTED SOFFIT, FACIA BD & GUTTERS GREENPORT, NY ALL TRIM TO BE VERSATEX 460 ISLAND VIEW LA o � o 2X8 F.J. @ 16" O.C. ARCHITECT le w/ R-17 BATT INSULATION WALL CONSTRUCTION �_ FRANK UELLENDAHL 2X4 STUD WALL @ 16" O.C. 123 CENTRAL AVEN316 UE „ „ w/ R-15 ROCK WOOL INSULATION (e.g. ROXOL) 1-477X 624 � 1944 CA. 30 X30 ACCESS PANEL GRTEL:P631-417RT, NY 18624 1/2" CDX PLYWOOD SHEATHING W CRAWL SPACE 2X4 TRT'D SILL PLATE TYVEK HOUSE WRAP OR #30 FELT PAPER OWNERS SIDING: HARDIE PLANK, ca. 6" EXPOSUREKATHY 2 RAT SLAB 460 ISLAND VIEW LANE E GREENPORT, NY 11944 SECTION A-A TEL: 203-947-2625 3 15'-5" SCALE: 1/4" = V-0" FOUNDATION NOTES R STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 - - — — — — — — — — — — , READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON UNDISTURBED SOIL. ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. I I I I i UNVENTED I I Z CRAWL SPACE I " FOUNDATION CRAWL SPACE 2" RAT SLAB HARD WOOD FLOOR TO MATCH EXISTING LR DR FLOORCl- s " I ' " I 3/4" ,T&G SUBFLOOR, NAILED AND GLUED g 2 X10 FLOOR JOISTS @ 16 O.C. U 2"X10" F.J. @ 16" O.C. i '% I R-17 INSULATION 2"X4" TREATED SILL w/ BRIDGING and R-17 INSULATION 2 CONCRETE DUST COAT N %- 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL -'' 1'-4" X 8" POURED CONC. FOOTING W KEYWAY --C, o DATE: 08/26/2015 2 RIGID ENCAPSULATED INSULATION I 2» RIGID FOAM INSULATION ON INTERIO WALL SCALE: 1/4" = 1'-0° BITUMINOUS DAMPPROOFING TO GRADE SILL SEAL 3 CROSS SECTION TERMITE SHIELD FOUNDATION PLAN L �! DWG. NAME F AT N PLAN U A3 OUND 0 L N •. ® DWG. NO CA. 30"X30" SCALE: 1/4" = 1'-0" ACCESS PANEL 4J" 14'-9" 4" INTERIOR ® NEW WALL m ALTERATIONS EXISTING WALL o REMOVED WALL CID c� N ❑ N WOOD STOVE ❑ N W 0 W Z W N PUMER " a r i rLi r N i w i L I` Li°i L 0 2X8 C.J. ® 16" O.C. wITH aI RIDGINGI GREENPORT, NY 460 ISLAND VIEW LA LIVING ROOM CLG,HGT; 8-0 o 279 SFC> ARCHITECT b ❑ o HW FLOOR N^ o a m ccCIDm D � FRANK UELLENDAHL ca v v ca � `a W w TW 2042 TW210510 0 123 CENTP AOLBOX 316 8 " 2-7s 10'-0 GREENORT, NY TELP631-47711944 8624 W (2) 1.75"x9.25" LVL flush BEAM 0 o EGRESS OWNERS N o CAI & KATHY PALMER DINING ROOM 0 GRE NPORT,ISLAND VIEW LANE � � W GREENPORT, NY 11944 CATHEDRAL CEILING m E WJD `` c `; TEL: 203-947-2625 27 x33" " x co BR o HALLWAY s o q N 2668 o x d erg o ¢❑ o —� — — — — -I ❑❑❑ LIN.CL S D w � � 62 Ile ❑ ❑ e. t C N 1 KITCHEN C N C/) O CD a `. L'i p W p n Dw 62"x83" MBRCN N ❑ p ON V REF. ( S -D W �, TW210510 E S D 2868 CD M RUM H �; M co `D ❑� = a DATE: 08/26/2015 BREAKFAST SCALE: 3/16" = 1'-0" NOOK 0 3'-6• ® x PROPOSED FLOOR PLAN Tw3046 DWG. NAME © 14'-3" 4 41 f 2" 6'-9 1/2" 1 16'-11/4" 22'-31�r 1c PROPOSED FLOOR PLAN � A-4 DWG. NO 38-4 3 4 SCALE: 3/16" = 1'-0" INTERIOR W ALTERATIONS iE 0 J U X W W V N PM AER L Ji• i i L to L i w L i' LL GREENPORT, NY 460 ISLAND VIEW LA N 2 ARCHITECT o FRANK UELLENDAHL 123 CENTRAL AVENUE o P.0.80X 316 GREENPORT, NY 11944 TEL: 631-477 8624 W H OWNERS CAI & KATHY PALMER 460 ISLAND VIEW LANE = GREENPORT, NY 11944 3 TEL: 203-947-2625 ZQY K � 4 PROPOSED NORTH ELEVATION PROPOSED SOUTH ELEVATION ¢�v� SCALE: 1/8 = 1 —0 SCALE: 1/8 = 1 —0 Ls L/ N � J_ d 6 K Z V m W ON 2 �O = N O C aDATE: 08/26 2015 SCALE: 1/8" = 1'-0" 3 EXT'G & PROP'D W SOUTH ELEVATION NORTH ELEVATION EXISTING MORTH ELEVATION EXISTING SOUTH ELEVATION N DWG. NAME SCALE: 1/8" = 1'—O" SCALE: 1/8" = 1'—O" A-5 ® DWG. No INTERIOR ALTERATIONS 0 N U X W Z C..J L� z PALMER V (� N I PESIDII-11 n L GREENPORT, NY 460 ISLAND VIEW LA N W Z ARCHITECT F5 FRANK UELLENDAHL 123 CENTRAL AVENUE P,O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 OWNERS a CAI & KATHY PALMER 460 ISLAND VIEW LANE HF: GREENPORT, NY 11944 3 TEL: 203-947-2625 Y PROPOSED EAST ELEVATION PROPOSED WEST ELEVATION w U c SCALE: 1/8" = 1'-O" SCALE: 1/8" = 1'-O" Fo N W • 2 N J_ d 6 F- c W ON Z c0 � N W DATE: 08/26/2015 El SCALE: 1/8" = V-O" 0 EXT'G & PROP'D WEST ELEVATION EAST ELEVATION EXISTING EAST ELEVATION EXISTING WEST ELEVATION DWG. NAME A- SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" ® DWG. NO 6 RIDGE TENSION STRAPS INTERIOR co 1 1/4" WIDE - 20 GAGE CONNECTION REQUIREMENTS ALTERATIONS METAL STRAP ® EACH RAFTER PAIR 4 - 8d NAILS w 24" ICE SHIELD UNDERLAYMENT < > REQUIRED - 24" FROM EDGE w o HURRICANE CLIP TYPICAL. U N PALMER RAFTER TO TOP PLATE LATERAL AND SHEAR CONNECTION RE I'M,` CA. WFCM TABLE 3.3 A - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 8 FT WALL HEIGHT 3-8d COMMON NAILS (TOENAILED) REQUIRED GREENPORT, NY IN EACH RAFTER AND TOP PLATE 460 ISLAND VIEW LA SIMPSON 1-12A HURRICAN CLIP NAILED. FROM PROVIDE 8d COMMON UPLIFT STRAP CONNECTION REQUIREMENT o RAFTER O STUD.TTYPICAL ALL RAFTERS EXTERIOR 4EDGE OF TALL ROOF TO WALL ARCHITECT 5 - 8d NAILS EACH END SHEATHING. FRANK UELLENDAHL WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 16 FT ROOF SPAN � 5-8d COMMON NAILS IN EACH END OF 123 CENTRAL AVENUE O P.O,BOX 316 APA RATED PLYWOOD TO 1-1/4" X 20 GAGE STRAP OR HURRICANE CLIP GREENPORT, NY 11944 EXTEND TO TOP OF TOP TEL: 631-477 8624 PLATE. UPLIFT STRAP CONNECTION REQUIREMENT OWNERS WALL TO FOUNDATION CAI & KATHY PALMER WFCM TABLE 3.3 8 - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 16 FT ROOF SPAN 460 ISLAND VIEW LANE GREENPORT, NY 11944 5-8d COMMON NAILS IN EACH END OF 3 TEL: 203-947-2625 1-1/4" X 20 GAGE STRAP (2) 1 1 4' WIDE - 20 GAGE SILL PLATE TO FOUNDATION ANCHOR BOLT u F a METAL STRAPS AT WINDOW FOR CONNECTION RESISTING LATERAL & SHEAR LOADS w HEADER TO STUD CONNECTION— AND FOUNDATION TO STUD CONNECTION WFCM TABLE 3.2 A - (PRESCRIPTIVE ALT. TO TABLE 3.2) /2" ANCHOR BOLT 0 MAX. 46" O.0 OR ANCHOR BOLT @ MAX. 72' O.C. 1 ! 1 1/4" WIDE - 20 GAGE ETAL STRAP ® 48" OC. MAXIM ACQ SILL PLATE SILL PLATE TO FOUNDATION ANCHOR BOLT TOP OF FOUNDATION CONNECTION RESISTING UPLIFT s WFCM TABLE 3,2 B MAXIMUM ANCHOR BOLT SPACING: 72 INCHES 1 ST FLOOR WRAP + NAIL STRAP Z ( 4 - 4d NAILS ) o AROUND SILL PLATE V m AT ANCHOR BOLT 1 1/4" WIDE - 20 GAGE METAL STRAP ® 48" OC. 5 - 8d NAILS r. 4., oc o •?t> S. } NAI SHEATHING T I - L S E G O SILL PLAT 0 O 8d NAILS ® 4" O.C. - •.!� .i• K.y.t..,.s,i'•^'•:F::;,'!,•ice!;•:'i'•,.. �`S•;':4•?� „ CRAW- PACE .' . 1 x 4 ILL PLATE �:� .�-' t;:.::r'•:.':;'i.�'`.;::''z.,'.':<,:.,t 2 S L ,�, DAT E: 08/26/2015 J ;. 2 4 R B R SALUMINUM TERMI TE FL ASHING •.a:" `fir SCALE: N.T. °c'" '•:%i, N I I / Z 2" RIGID INSULATION - - 1/2" X 12" A.B. ® 46" OC. � w/ 3"0"0/16" FENDER WASHER. 3 4 CONNECTORS (max, 12" from end of sill pla es) CRITICAL PATH 2" CONC. SLAB W/ 6X6 10/10 WWM ;, 8" P.C.FOUNDATION s „ ' W/ 1'-4" X 8" CONT. FTG. `v DWG NAME SECTION (3) #4 REBARS ELEVATION CONNECTIONS A 7 ®ig DWG. NO HOLD DOWN + SHEAR CONNECTION CRITICAL PATH FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM m INTERIOR ALTERATIONS 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED Joint Description Nail Sizes Nail Spacing o DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR Roo= __Ram RG BETTER. X Rafter to Top Plate Toe- - all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter w 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Ceiling Joist to Top late Toe-nailed) n/ per joist CRI MIN. THICKNESS OR AS NOTED. Ceiling Joist to Parallel Ro Zrte (Face-nailed) n,c each lap Ceiling Jost Laps ov r Partitions Face-nailed) n/a each lap 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, Collar Tie to Rafter Face-nai ed) n/a per tie EXPOSURE 1, 3/4'RING MIN. THICKNESS. ALL EDGES OF Blocking to Rafter ( o -nailed 2 - 8d each end PMAER PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND Rim Board to Rafter (End-naied) n 2 - 16d each end 1`LJ iJLf`il�6 NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. *ALL -RAV NC 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac -nailed), 2 - 16d per foot & GREENPORT, NY WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Top Plates at Intersections Face-nailed) 4 - t6d joints-each side W TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud Face-nailed) 2 - 16d 24 o.c. 460 ISLAND VIEW LA MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face-nailed) 16d 16 o.c. along edges 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud Z AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 - 16d per 2x6 stud ARCHITECT 2 - 16d per 2x8 stud ® 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR g FRANK UELLENDAHL CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d per foot m 123 CENTRAL AVENUE P.O.BOX 316 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, GREENPORT, NY 11944 stairs etc. ) OR AS NOTED ON DRAWINGS. TEL: 631-477 8624 Joist to Sill Top Plate or wder (Toe-nailed) 4 - 8d per joist 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Bridging to Joist Roe-naile oe-nailed 2 - 8d each end OWNERS PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist 2 - 8d each end Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block CAI & KATHY PALMER 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Ledger Strip to Beam (Face-nailed) 3 - 16d each joist 460 ISLAND VIEW LANE WITH RATED GALVANIZED METAL CONNECTORS BY Joist on Ledger to earn (Toe-nailed) 3 - 8d per joist GREENPORT, NY 11944 Band Joist to Joist End-nailed) 3 - 16d per foist 3 TEL: 203-947-2625 "TECO" OR APPROVED EQUAL. Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per foot 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. RC0 h aTL D BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS E < SHALL RECEIVE 5-tOD NAILS AT SILL AND PLATE. Structural Panels 8d 4" o.c. perimeter zone �� y ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 p.c. edges of tr panel, 12 o.c. interior 10, PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" of panel * • o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. Diagonal"Board Sheajhing „ 1 INTERMEDIATE. 1 x 6 or 1 x 8 2 - 8d per support 1" x 10" or wider 3 - 8d per support 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING AND WATERPROOFING SHALL BE BY ARCHITECT. Gypsum Wallboard 5d 7" edge / 10" field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE wa sN aTH sic 2 CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Structural Panels 8d 6 edge / 12" field Fiberboard Panels CLIPS AT ALL PERIMETER JOIST TO GIRDER „ „ s W 7 / 16" 6d 3 edge / 6 field � CONNECTIONS. 25 / 32" 8d 3" edge / 6" field 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL G psum Wallboard 5d 7" edge / 10" field PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND " " HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED ardclebo 8d 6 edge / 12" field � AS PER MANUFACTURERS RECOMMENDATIONS. WEB Particleboard Panels 8d 6" edge / 12 field Diagonal Board Sheathing Z STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 1" x 6" or 1" x 8" 2 - 8d per support BEARING POINTS AT A MINIMUM, 1" x 10 or wider 3 - 8d per support 4 W o HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS ` DATE: 08/26/2015 RECOMMENDATIONS, Structural Panels SCALE: N.T.S. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 1" or less " 8d 6„ edge / 1Z" field Nailing Schedule GALVANIZED MACHINE BOLTS ® 12" O.C.. greater than 1 10d 6 edge / 6 field 9 FRAMING NOTES Diagonal Board Sheathing P71; x 6"„or 1" x 8" 2 - 8d per support N N t t t 1 1 x 10 or wider 3 - 8d per support DWG. NAME OR: TRUSSLOK CONNECTORS BY 'FastenMaster' ® 16" O.C. "Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed A-g 3 on-center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall ®5,1 DWG. NO be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. When wall sheathincL is continuous over connected members , the tabulated number of nails shall be permitted to 16 1 be reduced to 1 - itid nail per foot. New England Berns ai-id fine homes,►nc, Addendum Ago Contm ; Palmer Residence 460.Island View Lane Greenport,NY December 12,2020 Construction Specifications o NUterfai tabor Total, Demo $ 4,340.00 Kitchen cabinets Bathroom fixtures Closets and shared walls Demo all windows and siding Dispose of all deLfis 2 Story Addition 101W x32T) Excavation $ 3,450.00 Foundation $ 5,500.00 2"concrete floor+ $ 2,304.00- Framing and sheathing $ 16,491.94 $ 17,500.00 $ 33,992.94 Roofing(new roof only) $ 2,750.00 $ 1,250.00 $ 4,000.00 Windows,Doors And Siding Windows(17 total). $ 8,134.05 $ 1,785:00 $ 9,919.05 Doors(1 dbl slider,i quad slider,2 entry) $ 7,144.88 $ 2,400.00 $ 90544.88 Siding(all new r@$125 per sq.) $ 4,078.13 $ 4,950.00 $ 9,028.23 Interior Work Insulation as required $ 4,560.00 Sheetiock as required $ 11,500.00 ~� Doors(8) $ 2,784.00 $. 840.00 $ 3,624.06 Trim and baseboard $, 5,650.00 $ 5,650.00 $ 11,300.00 Karndean vinyl flooring @$3.5 Material budget $ 7,229.70 $ 4,432.00 $ 11,661.70 Plumbing $ 13,100.06 Rough and finish plumbing and gas WAC(Budget Item) $ 12,500.00 Install required HVAC,Budget Item Electric $ 17i500.00 Rough and finish electric ..Paint .By Owner Cabinets Kitchen by owner $ - Vanities by owner $ - O/H&P $ 25,iAS5 Total Cost $ 192,997.24 By: W aUa ;v P. 0cav-wl avv William P.Gorman,bir.,NEB&FH Inca Suffolk County.Ffome Improvement tic.#fif-b-3800 P.O.Box 1447,1V1;dUittick,Y 11952 (631)445-1461 GENERAL NOTES DESIGN CRITERIA: 63.5' m INERARTONR • AREA SUMMARY LOT AREA = ca.8,293 SF=100.00% 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. w ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS - 40 PSF, EXIST'G DWELLING = ca, 953 SF BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. EXIST'G COVERED STOOP= ca. 35 SF x CONSERVATION CODE, AND LOCAL AUTHORITIES. SHED WIND SPEED - 120 MPH o EXIST'G FRAME SHED = ca. 96 SF 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B Q ADDED BLDG. COVERAGE = ca. 555 SF MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- FROST LINE DEPTH - 36" TOTAL BLDG. COVERAGE = ca. 1,639 SF= 19.76% N PAIMER LARCH STRUCTURAL GRADE 2 OR BETTER. TERMITE - MODERATE TO HEAVY w MAX. BLDG, COVERAGE = ca. 1,658 SF= 20.00% r DECAY - SLIGHT 'Cr i 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYMENT REQUIRED - YES w RED'Li L STAIR AND FLOOR OPENINGS POSTS AND PARALLEL o PARTITIONS, EXCEPT AS NOTEb ON DRAWING. DESIGN IN ACCORDANCE WITH AMERICAN FOREST z GREENPORT, NY 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL J 35 460 ISLAND VIEW LA FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 6, ALL DIMENSIONS AND GRADE CONDITIONS TO BE o FRONT YARD N VERIFIED BY CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS, THIS WINDBORNE ARCHITECT FOUNDATION HAS BEEN D SIGNED FOR A SOIL BEARING CAPACITY OF TWO 2) TSF AND GRADES DEBRIS PROTECTION SCHEDULE Z BUILDING ENVELOPE o FRANK UELLENDAHL LESS THAN 5%. CONTRACT R SHALL VERIFY THAT m 123 CENTRAL AVENUE THESE CONDITIONS ARE MET. ALL FILL BENEATH P.O.BOX 316 CONCRETE SLABS TO BE COMPACTED TO 95% a' GREENPORT, NY 11944 PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS �r- r' TEL: 631-477 8624 RELATIVE DENSITY. OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, 0 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED EXTENSION o OWNERS BY TRIPLE UPRIGHTS. ALL HEADERS TO BE CAI & KATHY PALMER MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 4/STONE PATIO 460 LANE 8. PROVIDE FIRESTOPPING AT ALL LEVEL WINDOW SCHEDULE ¢ N PENETRATIONS = 5� UE( no 9. PROVIDE FLASHING AT ALL ROOF BREAKS, W C c-) CONC, PATIO ��� N'A' CHIMNEYS SKYLIGHTS EXTERIOR DOORS, WINDOWS PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400 SERIES w AND DECKS ETC.. WHITE EXTERIOR, UNFINISHED ON INSIDE, GRILLES PER PLANS ¢ IC4)10. DO NOT SCALE DRAWINGS. GLASS TO BE HIGH PERFORMANCE LOW-E GLASSSCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- WINDOW / DOOR HARDWARE: ESTATE COLLECTION: ANVERS Z PROPOSED 1-STORY ADDITION ENGINEER ARE NOT RESPONSIBLE FOR THE FINISH: SATIN NICKEL 1 D INSPECTION SUPERVISION OR ADMINISTRATION OF 2 THIS CONSTRUCTION PRbJECT. FEDERAL, STATE SIDE YARD EXISTING STRUCTURES ' • AND LOCAL BUILDING CODE COMPLIANCE SHALL BE THE -1 2 STORY N RESPONSIBILITY OF THE CONTRACTOR, Mark Size Description Quantity A FWG120611-4 GLIDING PATIO DOOR - DR 1 WO D FRAME SURVEY BY STANLEY ISAKSEN, JR. z 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO RESIDENCE DATED: JUNE 6 1992 Z FACILITATE CONSTRUCTION AND SHALL NOT BE B FWG60611 L GLIDING PATIO DOOR - LR 2 0 CONSTRUED AS A CONTRACT BETWEEN BUILDER AND C TW24510 DOUBLE-HUNG - LR, MBR 6 s o OWNER. BOTTOM SASH to be TEMPERED GLASS D TW2042 DOUBLE-HUNG - BATH 2 1 N c 13. THIS STRUCTURE HAS BEEN DESIGNED IN E TW210510 DOUBLE-HUNG - MBR, BR2, DR, egress 4 ACCORDANCE WITH THE NEW YORK STATE ENERGY BOTTOM SASH to be TEMPERED GLASS CONSERVATION CODE. o 0 F CW135 CASEMENT - KITCHEN 1 Q 14. ARCHITECT TO BE NOTIFIED IN WRITING OF ALL G TW3046 DOUBLE-HUNG - STUDY, FOYER 2 ,` m CHANGES PRIOR TO AND DURING CONSTRUCTION. = SCALE: 1/16" =1'-O" 15. ELECTRICAL LECT D AND SPECIFIED MECHANICAL COMPONENTS TO BE ISj 1VO PROPOSED SITE PLAN w �`I Z � O N 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND �£W SCTM# 1000-53-06-29 4 0 0 INSURANCE NECESSARY TO PROTECT THE ENGINEER l'�l�lF 68,16' AND OWNER. TOWN OF SOUTHOLD Z TR w DATE: 02/08/2016 17, DO NOT BACKFILL AGAINST FOUNDATION WALLS SUFFOL NEW YORK SCALE: 1/16" = V-0" UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. DRAWING SCHEDULE �Z 2 BR COTTAGE TO BE RENOVATED: 0 - SITE PLAN A-1 TITLE SHEET - DESIGN CRITERIA - SITE PLAN LR EXPANSION WITH CRAWL SPACE dow Schedule A-2 EXISTING FLOOR PLAN INTERIOR ALTERATIONS: ADDED M.BATH, 2ND BATH AND KITCHEN RENOVATION, RE ENT WINDOWS IGN CRITERIA A-3 FOUNDATION PLAN - CROSS SECTION NAME A-4 PROPOSED 1ST FLOOR PLAN A-5 PROPOSED NORTH AND EAST ELEVATIONS ' I' niNro P RMIT _ M N M NT A 2 A-6 PROPOSED SOUTH AND WEST ELEVATIONS DWG. NO A-7 CONNECTORS, CRITICAL PATH A-8 FRAMING NOTES, NAILING SCHEDULE BP #40072 INTERIOR ALTERATIONS 37'-0 1/4" r 15A 3/4" J 7'-7" 1,_9„JJ 10,_0„ J 4 1�2" x 0 w V z PALMER ■ a O R ESil D Ei\r►i C LE r w w GREENPORT, NY 460 ISLAND VIEW LA BRN O z ARCHITECT 0 0 o FRANK UELLENDAHL 123 CENTRAL AVENUE 316 LIVING ROOM GREENPORT, NYY011944 CATHEDRAL CEILING TEL: 631-477 8624 0 OWNERS 0 N o CAI & KATHY PALMER 460 ISLAND VIEW LANE GREENPORT, NY 11944 KITCHEN � 3 TEL: 203-947-2625 Y N /\ W u LF WOOD STOVE ' oer, MBR � o w z N W � W STAIRS 70 PART CELLAR & CRAWL SPACE DINING o 0 V m 00 FOYER0 w o 0 o CONCRETE PATIO ® ¢o �W Z w DATE: 02/08/2016 SCALE: 1/4" = V-0" �Z Y EXISTING o FLOOR PLAN O N DWG. NAME EXISTING FLOOR PLAN ©g DWG, ND A-2.1 SCALE: 1/4" = 1'-0" CONT. RIDGE VENT w INTERIOR NEW WALL RIDGE STRAPS EA. RAFTER PAIR ROOF ALTERATIONS (2) 2X10 RIDGE BEAM EXISTING WALL ASPHALT SHINGLES TO MATCH EXISTING ROOF WALL ABOVE 2X8 R.R. @ 16" O.C. FOLLOW MANUFACTORER'S GUIDELINE FOR INSTALLATION: IN 120 MPH REGION: 6 NAILS PER SHINGLE REQU'D 15 LBS FELT 2X� C.J. @ 16" O.C. 5/8" CDX PLYWOOD SHEATHING ROOF OVERHANG TO MACTH EXT'G w/ R-30 BATT INSULATION 2'X8" ROOF RAFTERS @ 16" O.C. N PALMER (2) 2X4 TOP PLATE HURRICANE CLIP EA. RAFTER R-30 BATT INSULATION Z a i i 2) 2X8 HEADER 1 2" GYPSUM BOARD w ' `- `-k'" L w V NTED OVERHANG o MATCH EXIST'G, VENTED SOFFIT, FACIA BD & GUTTERS GREENPORT NY c o ALL TRIM TO BE VERSATEX = 460 ISLAND VIEW LA CD R-15 INSULATION o 2X6 F.J. @ 16" O.C. z ARCHITECT 2X4 TRTD SILL PLATE w/ R-17 BATT INSULATION WALE CONSTRUCT ON o FRANK UELLENDAHL N 2X4 STUD WALL @ 16 O.C. m 123 CENTRAL AVENUE SECTION A-A GREENPORT, NYY011944 (3)2X10 GIRDER ,, w/ R-15 ROCK WOOL INSULATION (e.g. ROXOL) TEL: 631-477 8624 SCALE; 1/4" = 1'-0" - ;; 1/2" CDX PLYWOOD SHEATHING CRAWL SPACE TYVEK HOUSE WRAP OR #30 FELT PAPER OWNERS v' SIDING: HARDIE PLANK, ca. 6" EXPOSURE _ 2 RAT SLAB CAI & KATHY PALMER 460 ISLAND VIEW LANE mi GREENPORT, NY 11944 3 -947-2625 32'-0" J FOUNDATION NOTES STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - READY MIX CONCRETE. A' w �. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON UNDISTURBED SOIL. /a, " 9'- 1/4" 9'-9 1/4" 9'-9 1/4" % ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. UNVENTED N SPACE w z � z FOUNDATION CRAWL SPACE J _ 2 AT SLAB _ L � `� F- `� J o HARD WOOD FLOOR TO MATCH EXISTING LR/DR FLOOR @' 3/4" T&G SUBFLOOR, NAILED AND GLUED00 o L - -� L L 2X10" FLOOR JOISTS @ 16" O.C. m x z (3) 2X10 TRTD GIRDER z R-17 INSULATION 10" DIA. o 2"X4" TREATED SILL m '-0"x2'-0"x1'-O" CONC. FTG. m 2" CONCRETE DUST COAT z � IN O 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL w 2" RIGID ENCAPSULATED INSULATION 3 1'-4" X 8" POURED CONC. FOOTING W KEYWAY o DATE: 02/08/2016 2 RIGID FOAM INSULATION ON INTERIO WALL � SCALE: 1/4" = 1'-0" 15 —4 16 —8 BITUMINOUS DAMPPROOFING TO GRADE Cl W N L — — — — 3 3 CROSS SECTION — — — SILL SEAL w FOUNDATION PLAN TERMITE SHIELD FOUNDATION PLAN - — — — — — — — — — — — — — — 2X8 HOUSE BEAM BOLTED INTO FOUNDATION WALL SCALE: 1/4" = 1'-0" _ DWG. NAME g A-3 ©ate CA. 30"X30" ACCESS PANEL 32'-0" © w INTERIOR TW24510 12'-7" ® NEW WALL m ALTERATIONS o � � D�a EXISTING WALL N ❑ — , REMOVED WALL 0 � � ccW N C KITCHEN cm C �, PALMER I O = O 3 L� z LIVING ROOM J I w �i S!Dr—k'�r °P p� ® CLG.HGT: 8'-0 w 1 '' "' 558 SF r' I °N00GREENPORT, NY HW FLOOR X 3 WOOD STOVE N `; 460 ISLAND VIEW LA REF. co M N o 2X8 C.J. ® 16" O.C. o ARCHITECT CD WITH BRIDGING FRANK UELLENDAHL HEADER: (2) 2X8 (TYP.) F3 123 CENTRAL AVENUE i 6'-8" GREENPORT, NY 11944 © TW 2042 TW210510 TEL: 631-477 8624 o FWG60611 L p"3 (3) 1.75"z9.25" LVL flush BEAM o EGRESS OWNERS ❑ I CAI & KATHY PALMER DINING ROOM w "' 460 ISLAND VIEW LANE co � o a GREENPORT, NY 11944 CATHEDRAL CEILING N BATH I W N 3 TEL: 203-947-2625 S D co BR E HALLWAY 9 r.• N N 5'-0" 4'-4" 668 I co ' ! o a f N -' ❑ ❑ W.I.CL. ❑ 2268 Q . NMi ZE • p M.BATH ❑ O � � N S C U `I w c wc� " 62"x83" W 3—0 x 0 2W�°" MBR I.*- 25 e. S D � 57< TW210510 I 4'-2" E NC= ACCESS S D TO CELLAR o 0 p N of 02 W STUDY ' DATE: 02/08/2016 FOYER SCALE: 3/16" = V-0" x PROPOSED ® o FLOOR PLAN TW3046 TW3046 O N ❑ © DWG. NAME 16'-1 1/4" 22'-3 1/2' PROPOSED FLOOR PLAN o A- 38-4 3 4 „p DWG. NO SCALE; 3/16 = 1 -0 INTERIOR ALTERATIONS _ o r 0 W V Z U N PALMER GREENPORT, NY 460 ISLAND VIEW LA N 2 Z ARCHITECT 0 o FRANK UELLENDAHL 123 CENTRAL AVENUE o P.O.BOX 316 GREENPORT, NY 1 TEL: 631-4778624 OWNERS REM o CAI & KATHY PALMER w 460 ISLAND VIEW LANE GREE 11944 3 TEL:: 203 203-947-262525 ii'' f' PROPOSED NORTH ELEVATION PROPOSED SOUTH ELEVATION SCALE: 1/8" = 1'-O" SCALE: 1/8" = 1'-0" _ e W I La r g 4 O U 2 J Q Q W Lv d d � Z Z O � � V m m Q �Op O � O N p N pp O O a DATE: 02/08/2016 �< SCALE: 1/8" = 1'-0" x EXT'G & PROP'D - — — — — — - o SOUTH ELEVATION NORTH ELEVATION EXISTING NORTH ELEVATION EXISTING SOUTH ELEVATION DWG. NAME o S A-5 SCALE: 1/8" = 1 -0 SCALE: 1/8" = 1'-0 ©� DWG. NO INTERIOR m ALTERATIONS 0 w z U W p Z V N PALMER Z n RLSIDLi"XE GREENPORT, NY 460 ISLAND VIEW LA N W 2 O z ARCHITECT 0 FRANK UELLENDAHL m 123 CENTRAL AVENUE a P.O.BOX 316 tE GREENPORT, NY 11944 TEL: 631-477 8624 PROPOSED EAST ELEVATION OWNERS SCALE: 1/8" = 1'-O" ❑ o CAI & KATHY PALMER w 460 ISLAND VIEW LANE GREENPORT, NY 11944 3 TEL: 203-94947-2625 0 PROPOSED WEST ELEVATION r r f SCALE: 1/8" = 1'-O" w o IIIVVV/// � W d Q w � 2 � � 2 Z 0 O J CJJ m m ❑ W O O � \N p N pp � O O �W Z DATE: 02/08/2016 SCALE: 1/8" = V-0" r� EXT'G & PROP'D o WEST ELEVATION EAST ELEVATION DWG. NAME g A-6 EXISTING EAST ELEVATION EXISTING WEST ELEVATION ©� DWG. NO SCALE: 1/8" = 1'-0" SCALE: 1 A = 1'-0" N 7 3 ' 00 ' 4 0 " E 6 3 . 5 0' I I EXISTING 6'-0" STOCKADE FENCE 0 I r I Lri T I I 100 SQ. FT. I SHED 14.7' 6.5' PERGOLA I I 0 r I I I I I I V L I - I ■ c / ■ r Ico I r I I 10.3' 16.6' a O O PROPOSED I O i O I UTILITY SHED S > - N 0 I -0" I N 0) o '� Lo 3 r I n I I CO O r - r -° L0 WOOD STOOP M 21 .3' I �— PROPOSED TWO STORY Z I 3•_0"• ADDITION 605.62 SQ.FT. O , o C-0 FIN. FL. ELEVATION TO BE 8.33' EX STING CFLLAR FNTRY I I 8.0' 18.0' EXISTING ONE STORY I RESIDENCE 921 .8 SQ.FT. I _ I T N FIN. FL. ELEVATION o FLOOD ZONE DESIGNATION TO BE 8.3 3' AE6 I I I 7.1' o I WWOOL,So°P 2 0.0' \—1 .3' 0 I AV sI 0 3 A oI / w E 6,3 O76 77006 �Ess�o \ LOT COVERAGE PALMER RESIDENCE ACREAGE & DIMENSIONS TAKEN FROM 460 ISLAND VIEW LANE SURVEY BY T. EASTON DATED 4.30.21 GREENPORT NY 11971 . 184 ACRES ( 7,999.58 SQ.FT. ) 1000-53-06-29 1/8" = 1'-0" EXISTING HOUSE - 921 .8 SQ.FT. 10.26.21 PROPOSED ADDITION - 605.62 SQ.FT. FLOOD ZONE DESIGNATION AE 6 TOTAL COVERAGE 1527.42 SQ.FT. 1527.42/7999.58 = 0. 1909 0.1909x100 = 19.09 % � c �I �� ---- TABLE R602.3(I) -- R'301.2.2.IDR,C.)'EL-C:TION O1. O�NII+I.SS.IrXTCfLIOR GLAZING IN 8lJ9LG+IK65 LOCATED IN NINDSORNE PEDRIS IRE01ONS SHALL M PROTECTED FROM HINVBORNE PEDM$. FASTENING' 5GHEDULE CLAMP OFENIN�PROTECTION FORWINOWRNE DE$RI5 SHALL MET:r 7f4E MSGRIPTIGN OF MUILPINS .� P A M E R RESIDENCE REOUIREMENTS OF THE LAROM MISSILE T T OF ASTM E ICIgb AND A5TM E I&M AS oR"R.a®�vK�°,:e��o w�� GF FASTL�S-R MODIPIE D IN SECTION 301.212.4.6,ARA6E DC)OR GLAZED OPLNINS PROTECTION r-OR """��K`�„:�."°"°"@ R OF L+NIri ORN><L7ITBi�:IS SHALL MEET THE I�ECsJIR TENTS OF AN IMt'AGT SI5TINc5 ¢bd COX ON(2 Ils'1 460 ISLAND VIEW W LAN BL.ODU'•r M 6EYY$Fri CEILING JOISTS OR RAFTERS 9-10 COMMON(20.I2&-j O OR WE NAIL STANDARD OR AI�'aItT7A5MA 115.{SEE TABLE SE1.OW,I ...sor,amcNe,me eS•aaemn ' TO TDP PLATE 3-Tod Bbx(215'XOJ2D'};OR ��,,EPTIO s-3'XD.IsI"NAI1.5 e14L�I at�/�Y: bVi�.K18*b NTN.TD VY'A MMMI"R'TV!d wr�OD STT�UGTL�t.A1.PANELS KITH A�-IICIcq�5 OF NOT,. �IAN �b ING�I AND A ��.....a�wTM� �r.- � �md WX�J"xo-Ila.�OR G R E E N P O R T N.Y..Y. TOTKQraa IHro 1LY}ISf�' ~`^�. 'SPAN OF NOT MORE TRAM t5 FETT SHALL 5E PERMITTED FOR OPETNINIS PROTECTION. _ Z LEILINS JOISTS TO TOP PLATE 3-0d COMMON 112 A11X0.151"J,OR PM JOIST,TOE NAIL PANELS BALL 6!r PRECUT ANII�ATT.AC TO THE F12AMI N �OUNQEN6 T4 E °x• 3' a- 1X eoX N J5'xo.12D');OR c x«r ror n. 0-10d 09 NAILS A` OFENLINIS CiONTALNING THE PRODUCT N1714 THE &L.AZED OPENLIN57.PANELS SHALL BE PREORILLED AS REGU1R.ED FOR THE AN'rihORA6C METHOD AN,D SHALL L3E SECURED j t CEILIWS JOIST NOT ATTACI-ItD To FARAUX-1.RAFTM 4-lem BOX MIXC`1151)OR _ 3 LAPS OVER PaRTITION5 1"d 511CUOes R6029.1,R00292 a-16d COM MmI Cs)g"xo-16x7,PR WITH THE!ATTACI-d NT RARO34ARE PROVIDED, ATTAG44MIRNTS SHALL BE D'El516NiEO TO � ^°°"°���� ............. .... -� oa w�nm��.vus,r wr e.ner snn imd TeblS RDO25.1(Rj] 4-3•X0.151"NAILS PALE NAIL EXISTING: m rare conwcnw ae,..sTe�ao Nor RESIST THE Cr�MPONET AND CL.ADDINtSa Lo.++:DS L3ETERMINEt7 IN ACCORDANCE WITH ( y., I , _ KIMIIIIMlTp SINGLE FAMILY RESIDENCE EITHnZ TABLE 1'�12(2.L Oft A3GE?,KITW T ISCRMAt4T"6Of'ROSION-RESISTANT LEILINs JOIST ATTALFgD TO PARALLEL RAFTER ATTACHMENT HAPDk4ARE PROVIDED AND ANCHORSPERL"IANI"NTLY INSTALLED ON THC � i't emw.w ea 4 !HEEL JOInr), rAaLE RDDz sJ{R) FACE NAIL BUILDING.ATTAG4'MML"NT IN ACC< ANCE KITH TABLE R3'01.2.1.2 IS rr-RMITTED r-OR [..a 5eotlan R6O29I,RBP192 r tHs RDOz.5.1 cTn S CTM# 10 0 0-5 3-0 6-2 9 ISUILDIN65 AIT0 A MEAN ROOF HEIR OF 45 FEET OR LIB WHER>: THE ULTIMATE � � DOLLAR TIC TO RAPTLa T aCB NAIL OR I Y4°x 4-106 Bax(5'X4.I20")OR 151 OF1 LAMIND' Lt7, IS MJS�"3 MtT*84 OR LESS s RIP6B STRAP TO RAFTER ° a I� �' '�")'oR ZONE R-40 . 18 ACRES +-��-,��+� +•7 _ �!� 4-'✓'X0.131"NNL5 PALE NAIL EALF+RAFTER TABLE R✓(+SI.�,i.2 T WINDISORA DEBRIS PROTECTION FASTENING 5-16d BOX NAILS M}'Yalft)OR 2 TOM NAILS ON ORE SIDE PANELS b RAIR OR POOP TRUSS To PLATE 3-IOd COMMON NAILS M'XO.I4D'),OR AfWa I TOE NAIL ON OPPOSITE SCHEDULE FOR KOOD STRUCTURAL ANELS ROOF STRAPPING DETAIL 4-I0d aox M'X0.126"),OR Sloe OF EACH RAFTER OR ' •' 4-S'xo.i31"NAL5 FA5T1 11 ' 6„F'AGlhl& 4-16d FJ jlIxa 3')aR MININ!M DESIGN DEAL?LcC r",.* AS PER ASC•I -C-05 FASTENER TYPE 4 FOOT 6 FOOT 9-10d GONM04(s•xo.1461),O R. roe NAIL 4-10d Cox ez,xw2wi,OR PANEL 05PAN < PANEL SPAN < 'PANEL SPAN T ROOr RAM R5 TO MPOE;VA.LZEY OR OF RAFTERS OR 4-D'XO.151"NAILS LOAD ROOF RAFTERS TO MINIMLM 2"RIOSE BEAM C�C�`•tf•�)NL'=NT (75f) <_4 FONT '�6 FOOT <43 1=00T a-16d eax Ca+�"�.1as7 r>RR ( T t,O y, IAII ODD y�RpE� WHBI NOr ALl6N®WHIFF RAFTM 2-16d GAMMON M Al'X0,63');OR TOE NAIL 1*W,$ L 7Ot7 .r�/1'�d.-W G018SGT KINS STUDS TO TOP PLATE, 9.lad BOX(9"xo 128"k OR tw SEE ROOF SM^F'PM DETAIL• V~W GALS.20 6A.COL STRAP 9.Od Box NAILS t.r E 1 N 16'-7" BASED Bp+3E�rG-gHEP1T LE 7 Ify IC? b J/ ROOF r AMINS PLATE 4 wvL wuL t5`tg'BIJ'"!SL?AR11�!!�-fir} "7 C? IN�.+1.4 EMBEDMENT I L N \\ - •� r� Ibd COMMON(5NXO162•) 24'oG.FADE NAIL _. ��.�,��O�n RV � D STUD TO STUD(NOT'AT EIRACED WALL PAWLS) lod 0*XO.t2b%OR �1 C� rti 3 N0. IO rWOL7 w✓t+L tz \\ W%0130 NAILS 16"oL,PAGE NAIL wD SJ A^w� AS✓ 1"1 L �. BASED ANCHOR P41TH 2 I@F 12 a I , _ T---- edeox a>5"�,.las),oR St�a�N „�7 aTBI"�» f`.tMANt �. ��Y 1EA� ,�� ... ... TYP. VENT INCH E 1-Ik3L DMI NLT LL;NL T4f n STUD TO 5TUO AND ABuTIINS 5TUG5 AT INT£R55GTIN6 WALL s"xn.ror NAILS W O r PAGE NAIL .� ) + R a SLATE ICRwrls CORNERS tar BRAGe3 WAL:y PANELS I6d COMMON(s K"XO162q 16"OiC,PACE NAIL Ci e V E R 1 N e S R C' O F' AND W A L eL 16 16 16 TLcs ; 16d COMMON(a A'%OJ62•J 16"a G EACH EOSE PACE NAIL tUi Y.c fI�I'4 LA.� EW BASED AINGHOR WITH r I 1D BWLT-UP W.AMK(2'To 2•-Ht A- ER wlrM)y 5PACEIW ASPHALT SHINGLES D'OLEM.E TQ!' INCH ENE OMENT LE:NC7T4 f 1 6d eox to Jz'xo.1x") 12"O C.EAC1H EDSE PALE NAIL L"E5 5-ad WX(2 K'xo.u9"k OR tS`L'P'EJ M SHEATHING, 1l2-Ir. «2X.> MIOd BOX M'XO 12D' ' FLOOR HATCH � ? � II GONTNJCum NB�.PH¢ra 5rl'� 4-sd COMMON l2 Ya"xo.19I').OR ROE NAIL ACCESS TO ___. 1"W w (per U2-in) ��g m 1 O, TH15 TABLE 15 BASED ON IBC Mf'H ULTIMA7t1.6 UTILITY RM, /� 16d COMMON f3 J5"X0.162'1 16"O.G.FACE NAIL r) DESIGN WIND 5P=,-D AND A 35 FOOT MEAN ROOF K, 12 7OP PLATE 70 TOP PLATE lod BOx Ps"xa-12a k OR RIGID INISLILATI ONO, 1/2-k% Cj,'p5 4�IE�4IT. PURL 3"Xo131')NAILS 12"or..PACE NAL SINGLE-PLY T Wit t L RO(./I ING,I°'�010RI 4ANIM {� b. PASITENER5 5+4ALL BE IN5TALL� AT OFIF051 NCs WALL sTUfls j C3.'t INSTALL "SMART VENT" V FRS oPENIN6 POR NI" a-I"COMMON(S;•Xo'laay`OR MODEL # 1540-510 OR � v" j ENDS Or- THE HOOD'5TRUGTUR,,1L IoANEL, valloav OR EXTERIOR DOOR 1���SPLICM t�'.A172 w1TH BE lsMlG i2-i"WX IS o'T'7D�;'oR PACE NAIL ON CrGH SPE OP BITUMINOUS,SMOOTH .J'LW ACE EQUIVILANT FOR VENTILATION FASTENERS SHALL I3C L00ATL NOT LESS THAN 2-s"XO.I3I"NAILS END JO1Nr(MINI MLM24^LAP L LATERPR�" LN�7 �;'tN AND FLOOD CONTROL TYP. INCH PROM THE EDGE Of° TII1= PANEL. SPLICE NDJOI T) EACH SIDE or I IG 0. ANCHORSF SHALL 1 NETRATE T4ROU&H THE END JOINT) TO BE INSTALLED IN COMPLIANCE W/ riaLLu it g`;�s' °1'OR1b AND 1a-16dONIX'-13s') FLOORS At D FLOOR F IN 15 H B S NYSTATE RESIDENTIAL-CODE zz.2.z EXTERIOR I�'IALL COVERING A Fh4 AN EMBEDMENT REFERRING TO/rRE_CENfi N ORE THAN LENCTH OF NOT LESS THAN 2 INCHES INTO T� 6dGAMMON(a>s"�16z'J 16"oz.PAc�NaL O AMIR"r OR OUARRY TIT.E (3/4-In $ 12" ABOVE FINISHED GRADE ON EXTERIOR AND I_ VorTOMPLATETO,JOINr,RIMJOIST,UAWJOISTOR a I�J.f3 2 2 £3UlL[?ING FRAME. FASTENERS SHALL LLL�L�I3E LOCATED _ - --. _.-. __. __ ._... _ 14 16d BOX rS6."XoJas'J,OR CAN 11:2-It1. MORTAR L' 9 I NOT MORE THAN 12'. 2" ABOVE SLAB IN CRAWLSPACE. NOT L"E55 TRAM 2 IW/Ht;.5 PROM THE WGE O -,IT _ -- - T.---_ _ HLacK1Ns(NOT AT SRACEb WAu PANELS) g,:X01s1,)NAILS 12"OL,FAGC NAIL p 2� .( C T" _ _ ..._.I1.1__ .. .. ._...'I._. •T. Nam, HARDWOOD tYL..C?GRINLC ? "'f-�°t. 40 C s�NGRETF L3Lc7GK OR 1JQNG ice'E, ( (( I( I I UPLIFT�,a�LT ,Is C01TCX PLATE TO JOINT,R M J215T,CANE JOIST OK, s-IEd SOX OR M ksl GA67 1 OR 7 MACH e ib"a G DACE NAIL _ AT EACH&V OP THE WADER AND AT 15q d, PANELS ATTAG HE;7 TG!MA NRY �?R 9O7 TCM OF HEADER aILOS t1 ADDITION I k'TAT BRKF�y pL1 PATgLS) 4_5'XOJ51"NAILS 4 MACH 16"O.G.FACE NAIL LLNL�L+LL = C ASPHALT Ti .L I/ 1 MA50NR`f'/5TL,1 CO 5H.ALL I A"TA!HED U51NG ( ( ' I ra Ga+NeuTORs AT WW Sn,Ps AND _ I I O AT TOP AND PATTOM OF CRIPPLES. 4-ad BOX(2 "XO.I I3'),OR V'15RATION-FZ1✓5I5TANr ANCHORS a {IAVINtS AN ( II ( I I I ttu, s-16d BOX(3J5'Xo135%Oe Odd COMMON'(2 JS"XO.191'),OR TOE NAIL ULTIMATE WITS 4D1RAY+LAL GAfDAGI"IY OF NOT LESS 6 TOP oft HOTTOM PLATe ra 5N0 4-lod BOX(3 xO,2a");OR Fi.©C yyCt( JOIST (rtp r THAN 1,500 FOUNO ` 3. 4 a•x OISI NAILS }. S I(.t`��{) ; 1.i -in IyCi� I/7. Y66a STRAP Tea MARa'AGTL'R1Si 9.16a 90x 0 i"xO.I;7z%OR ...015T SIf,C�,y",S' (in) NEW CRAWLSPACE eY SHMP"AN STRONG-TIE CONNECTORS 1aE si4^`ON I+Wt aR Fd6 GDradcTORs MODE,No.C616 OR Arr%0V �EMA VALENT. TO INGREA:E C PPIXONON RESISTANCE 2-I6d COMMON r3 J4"XO 16.2'),OR CND NAIL STRAP ra HAVE MIN IS•E'APUN6 ON THE STUD FOR ALL H,ViDYU.FIC IN COFOHECTFON 5-10d BOX(t]"x0,126");OR NO MECHANICALS OR ELECTRIC SYSTEMS Oro wwuoERSILL PLATE AT Pa1oaTGN. �ian�Ea a a'xOJ61"NAILS 2?q5 i ) OR DUCT WORK AS PER NYS RESIDENTIAL UPLIFT CONNECTOR DETAIL 3-1Od BOX ONO 12a"),OR 2xa CODE R 322 CONCERNING CONSTRUCTION 1r SOP PLATES,LAPS Ar CORNBP9 AND INTMR5CGrl" 2-16d COMMON(S NNO 162'),on I3 6 N FLOOD PRONE AREAS. 53'%O.lal"NAILS FADE NAIL 2?4t 0 623 SQ.FT. OF ENCLOSED AREA 5-6.1 SOX(2 xOI.�u°°),OR 16 I'BRAG€11D CILG+I BTUD AND PLATE 2-�GOhHLROfH J"X0.131•),OR ,. I2 REQUIRES 623 SQ. INCHES OF 2-10dBOx(9X8.12D"),OR FAGENAIL k T FLOOD VENTING. 2 s7APLey 19;' ` sox z Xo. :OR 2-5d GOMW4N 62 WXO ISI'k OR FRAME PARTITIONS 19 I'X b'SHEATHINs TO EACHARNs 2-10d HDX r3'x0,126"),OR FACE NAIL HOOD C' Z. 'STiL 5�, I'„s^-in.GYP, £OT44 'SIBS 2 STAPL25,I"CROOK 16gai%"LONG USE SIN!SON Z-MAX OR wo C04�l�GTGRS 3-6d BOX 'xo.lr":OR, TO�lGRPASE GORP1)SHON RtStSTANCE a ed GOMNT:xH(2 J4°XO.IBI"),OR FRAME HALLS FOR ALL MFIT ARE IN CONNECTION 3-I0d Box 0"X0.126");OR !;� 1r�•� HALLS, ..yy ww .�C•,, ' i W Ata LLh ":R. 3 STAPLES.I"GROWN,I69a,l Tki•LONG I�.)4TERR110P,STi,� dF ALL S, HALL STWS l Ib•OG. wDBR THAN I X D' PACE NAIL 3'-0" rN 20 1'x m"AND womsHrATHNsTOEACH SEARINs 4-ad BOX f2 "XO.113•),OR C/ 11-7/8" TJI 230 JOISTS @ 16" OC 96d COMMON(2Jh'7co.lel"7,oR 2x4 16-in.,` /5- .G • 5-10d EoX 0Xo.125.,);OR INSULATED,5t5-1,n,SIDING LIDO 4 STAPLES,I"GROWN, e,l "LONG } +ry+4 / �L S .- - 4-Da BOX(2}"X0,119'),OR 2X& 0 16-4 Fl,,„C„40-in, LIM, S-Ad COMMON C2 A"X0.191"),OR C, � N W .. .... 21 JOIST TO SILL.Tom'PLANE OR 6IRLCR 3-K7d Box(9"Xo.126"1;DPt WE NAIL i A'-' SIDING } TYP. VENT IN5UL..ATL., xJ' 9-a'7tO.IDI"NAILS g��-yy�I �9���+y6� �ry p� HALLS �;p i-� y,p y�p� /�y,� / L�%�%%Eg a I PLA r"' \ 6d Box(2 'X0113') 4.06..TOE NAIL x,XTEIROR r.,1' t tV •7' LL I�TH i,wRI K VEX 22 RIM JOIST,BAND J015T OR'BLrCKIKS TO SILL OR TOP bd OpHM CIN(2 NXO,lal);OR i MM T PLATE!ROOF APPLICATIONS AL50) IOd BOX W%O.12b'),OR 6.OL.TOE NAIL FF 9"XD.131'NAILS WEI6HT5,Oi- MA50NR`r INS:LLCC MORTAR EUT NOT PLA . R 2 xv. ;OR PLASTER,A� 5 Ib/ft2 r .EACH rAL.'.B PLAa'Trk-D. VAL.€.rs O <• ,..✓"" 23 V X b•SJBFLOCRt OR LESS To L,r--ow 0_10d DO xap,$'),OR)'OR 1 2 57APLM I"LROVUI,16gO.J%"LONG FADE NAIL GIVEN R6':P 'NT AVER,r CI S, IN SOt✓.E C.ASf:» THERE 15 A OC)NSIxO ZAI:3LL RANGE 0` WE16M-T FOR TH SAt�" CON5TTiI,IG'nON. {,'.°.•m, y" a-16:d Box IS Yt'Xo.lss");OR ✓J 24 2"9UBPLOOR 70.IOI97 OR GIRDER 3-16d CANNON(9,15"XO.Im$•) SwN7 AND PACE NAIL t NOTE, 25 3-16d BOX f3 JS'X0.195"):OR gw,Gg.�r�+eS lf�r1�+yw iwSli,.SC^�R 1.i'' Y r��*"`+�-.-.�P#TA�rT'��w+:�- SHALL ! �g +^ ,E�n Iy �p�/ ry�L��- TRAPPING TO 2"PLANKS 11'LANK 4 BEAM-FLOOR t R0OF7 2-16d COMMON I6 X%o 163•) AT EAGM BEARIN6w,PAGE NAIL R"Tir•I,5: PERMANENT i`..I'FA T V i�`V.E€i LTA 1 L- - Jt-1 Tty,,,L L.iL �i$„I'1�7 E'L�l/ i,i f THE PLO�R JvlsT TALLCP h9 Ptwt M wL�hGTVRcs ¢ IS BOL 'Oxo.I2mI i2 BUILDER OR RE0155TCRI-0 D'ES' CN PROFESSIONAL. AND F'DC:'M�'i� IN StLLL PLAT L SPLGIFNUrACNiS AND NYS coat 26 BANE OR RIM rwl•YT TO {DIES 4-5'xo.ISr'NAILS;GR NAIL THI" UTILITY ROOM C DTI-LI FE' Af I R�JV ? LOCATION INSIDE THE TERMITE sole , , Ib 6a.STRAP TES hUiMJFACT - 4-a x 14gO.9rAPLES�'ORnwN 5"'• POLA�.DATIOL4 BY SllI 0 ST1L0�-Ile cc*4eGTORS NAILaA1rH . Na.G816 OR APPROV'H7 EOLNVALL9t1'. tad COMMON(4'XO.IM2%r OR 52'Or-AT TOP AND BOTTOM STRAP TO HAVE MIN.12"BEARINIS CN TM STRIP ANP 9TAO66MD MID YR.AP UNDER SILL PLATE AT FOUNDATION. lod BOX(a"X0.12m');OR 24"O L.FP.C.E NAIL A7 70P •� Jc t.r SPACE ACCESS ,w�^G �t i� 21 CIALT•UP 61RDER5 AND MAM5,z-INCH LUM5 R LAYERS 9"XO.151I NAILS AND 5OT 0H 5TA50L�RW ON R,d"O,a,i6:4 ATTIC, C/R .�i':.-W'XL «.+F`A✓L ./CiL.✓J '"' SHALL 141L. BY sTRONe-TIE u EGTORs MLaoEL Na. AND: PCATHER-STRIPPED At D INSULATED TO A LEVEL EOVI VAUNT TO SA�STL ESLAR NIS PLATE MANIOACTJRED LJSPSYj OR hFiROVt'D EGIUIYALENT 9-10d BOX(V'XO r OR OR A%TMACH RAIL AT THE IN )L..ATIC.)N r:"'iN�l TI-IL' S 1RRC:LIN'LU INS 5UI-Jw. AGES. CAL.Jy9cl3`NDOK�ANJGFIOR BOLT -..--_ e-s'xo,lal°NA1Ls _ . »R J'`-O'O.G. 4-16d WX M}"xo I55')PR j ,wl -K1 T'MIN NT INTO CONCRETE 2m LEDsm STRIP 9UPPORYINS JOISTS OR WrTo S 9-I4d COMMON MX'NO.162").OK AT EACH JOIST OR RAPIER, -- - •L!STEIN 6-i2•oP L�cM ENS OF PLATE _ 4-10d BOX(S•Xo126'%OR PAGE NAIL R402.4: AIR LEAI; I - BUILD NO THERMAL ENVELOPE SHALL BE 4.5'XO.151 NAILS GC)N15TF�JGTED TO LIMI-- AIR L.EAKASE TO < 5 AIR CHANcSE5 PER.li FOUNDATION STR.APPI N6 DETAIL �• 6RRID611L6 rO JP 5T � � H , 2-10d M"A71201) CICM ENO,TOE NAIL WOOF SIM-AL PANELS,•"TF }P,R00P AND INTL9RlOR VYALL SHEhTHII'L®TO FRAMIN0 AND PARTICLE BOARD WALL WEATMINO TO FRAMING 15EV TAF' ;.kx 20t%)FOR WOOP 5TIaK,TURA1.PA}ffL EXT IOR WALL SHEATHING TO WALL FRAMINLS] RZ10122_ GTION OF OF'�ENINSS.EXTERIOR 6LAZIN& IN BUILOIN&S LOCATED IN 9D +Y"_>�' 6d COMMON(2"X'XO.ISNAIL(9dr r) iN4LL) 6 �� R4CL2,4„l.l: INSTALLATION THE COMPONENTS OF THE $DILL LNO j WIND NE DEER15 fEE01ONS'SHALL M PROTECTED FROM AINDSORte PMR15. Dd GAMMON{2J§''XO.I3l'hHaIL IRooT) THERMAL ENVELOPE Sf'.ALL BE INSTALLED IN ACCORDANCE WITH :RISE EXISTIIIG FOUIIL''.1 &LAZED OPENIN&FROTbCTION FOR HINPDORNLE DEDR15 SHALL MEET T44E 91 175."-r ea COMMON NAIL(2J;"xO,al) 6 12F THE CRITERIA LISTED I'y TABLE 4O2 .I.l. WHERE REQUIRED BY IRMOUIREI-ENTS OF THE LARGE M1�lLE TEST OF ASTM E I4l16 AND ASTM E I&M AS t LAZED FOUR s2 1)J°_U;" PdGCR4MONlS"Xo146")rAn DR CODE OFFICIAL, AN AF PROVED THIRD PARTY SHALL INSPECT ALL IFIE1? IN SL3GTLON 3012.1.2.1.GARAGE 190CJR& OPENING,FBl2tJTEGTION and(CUMM,61•)OF'ORMEb NAIL b 12 KNOx STANDARD N5I1�tA MA 11 (SEE �A�E€iL�La^�W} AN IMt'AGT'--F28515TIN6 oTrlE+z wAu s1�EaT++lws �".C�N�iP�"7N�EN�"S AN..'� ��.)=�"' C'.QN'I I..ANC,."I„. L7L L'Rlra AL.L MEET THE I T5 Q'F° P , - S" RD OR A 5. TABLE 17,'S`tR4TLRAL CELLULOSIC PSEFSOARD DIAIHBTER.0K 1'GROWN STAPLE Ib a b SFIEATN39, IN6 - - -' TYP. VENT EXCL7TION: "STIa�TURALc 111n.�1GF1eFF4x�a r�` DIiMETER oariRowNsrAPLE�° R40 .4.I.2s TE5TIN i - VUILDINO OR, �3NEI-,LIN'LC7 UNIT SHALL BE WOOD STRUCTURAL 744XPANELS KITH A TI 13-BE OF NOT r-O THAN IN INfR AND A 38 5HEATMIn6 p,' a 6 TESTED AND VERIFIED A5 HAV'INO t 5 ACH5O IN CZ4A, 5, AbA. 'SPAN f>F' NOT MORE T4�A'•L:°�FEAT SHALL BE F�hfiITF'£D FOR OPENING,PROTECTION. `' I •oALvawz®RoaF1Nm NAIL,DTAPLE PANELS SHALL EE PRECUT AND ATrACHEP TO THE FRAMIN46 SURROLINPIW THr � )s"6YP5UVSHE.NTMINSd GALVAKIZED,I;"LONS;IY4 SGRJYLF, , � TE57IN SMALL. BE CGOI;DUGTED BY AN APPROVED THIRD PARTY- 18'-0" OPENING GONTAININS THE PRODUCT JAIM4 THE OL.AZED OPENING.PANELS SHALL BE I%' w V s d I�,'GALVANIZED ROOFING NAIL;STAPLE F PREDRILLED AS RZOUIRED FOR,THE ANGM'40RAGE METHHOD MD SHALL HE SECURED 56 �s•SYP&M SHFA114KS 5ALVANI�D,I V SGTEW5,WIPE W OR S T T R:402.4.4: C OMU570N. GLOSET5 - RC�OW5 C4NTAIN1NC z WITH THE'ATTAIISHMENT 0ARnKARE!PROVIDED,, ATTACHMENTS SHALL.BE DESIGNED TO WOOD STRA7RUAL PAL ELs COMBINATION 5 sPLOUt u EVER aYMeHr ro FRAMING > RESIST THE GOMPON4ET ASP C:L.ADDIN&LOADS DETERMINED IN ACCORDANCE K114 6dPEVOM-W(2"X0.12O'7NAIL.,09 I UEL-BL+RNINC7 AF`PLIA.NrEr..I' REQUI SPECIAL CARE. �' ,•'�LESS 6d CoMMON(2 J,s"X0.131')NAIL 6 12 EXISTING CELLAR WILL BE FILLED IN a EITHER TA4msLF IR°�012(2,I OR A "1,L'NITH T44E 4"ERh1ANPNT Gf7121ROSIt7N-'�"SISTANT Ir}�(„s`�TI!'�I°^I: DIRE'C•T WENT Ai'�P'LLANGI�S WITH# $t�Tt� INTAKE AIM mdMrOR W62).191")NA14OR EXHAUST PIPI.S INSTALLED C'ONTINJOUS TO THE OUTSIDE TO CREATE A CRAWLSPACE. ATTACHMENT HARDK&VE rR.6VIMD AND ANCHORS P" ti"A1r1 EXr1_'Y' INSTALLED ON THE sm 76'-r 6 Is 4 BUILDING', ATTACHMENT IN AGGOh".DAN�WITH TABLE Fte.Sa''1.2.I.^ 15 f�RMITTED Ffl}Z Dd�roRM®(s K'xo.I2a'J NAIL �"" IOd COMMON wx0146")NAIW DR NO MECHANICALS OR ELECTRIC SYSTEMS f.3U LDINt35 1^IITH A MEAN ROOF tiElc6.rh4T t7F 45 FEET C�L_ WHEN THE ULTIMATE ay Ik"RIDS" and DEPOwMe�tz y,•xo,l2a9 NAIL 6 12 OR DUCT WORK AS PER NYS RESIDENTIAL DESIGN WIND Sf-;=, 15 160 MPH OR LESS, FOR sN 1 tin.2s.4 mm,I Foot.3D4D mm,i MILE PER HOUR.EPOR0 447 IF17 1 awl"6 e4s NAIL Ri1403 -2. DUCT SEALI I Lr - D,$.,I�'.TS,AIR HANDLERS, AN:� FILTER CODE R 322 CONCERNING CONSTRUCTION y� BOXES SHALL BE SEA-ED. TABLE R301.2.1.2. WINDBORNLr: C9EL'�RI S PROTEGTI ON FASTENING a NAILS APE SNOOITH-COMMO}L BOX OR DEFORMED SHANKS EXCEPr WHME OTFERKSE STATED,NAILS USED FOR PIRAMINS AND SHEAT+IN6. IN FLOOD PRONE A CONNEL'71O/C SHALL HAVE MINIMUM AVERAGE B"NDINS YIELD STR�THS AS 540M,CIO KSI FOR SHANK DIAMETER or 0142 INCH(20d �+r� DUCTS L t ��•» +� �» �• y 949 SQ.FT. OF ENCLOSED AREA SGHLDUI-E FOR WOOD '.,r'TfWCTURAl.. PANELS COMMON NAU,-to KSI FOR SFVNV DIAMETERS LA aeR THMI o 142 INeM wr NOT LARE.ER THAN o.rp INCH,AND loo Ksl FOR SHANK R 4,��.5g �IC,� Tl»✓TIN� - I'i11..T.�.� SFTAL,L, I.Lw PRESSURE TESTED To REQUIRES 949 SQ. INCHES OF DIAH£TLRS OP&142 INCH OR L�fi FLOOD VENTING. FA5TE NER 5F,(e,r,..IN'� D.STAPLES ARE 16&AM AIRE AND HAVE A MIWMJM TJ16-IMGM ON PIAVeTER GROWN wIDTN, �"'�"-" I►.E AI C! I E A 4*A .!+-_L^^ �.NAILS SHALL BE SPACED AT NOT MORE THAN 6 INC+MS ON It El AT ALL SUPPORTS WHERE SPANS ARE 4b INCHES OR 6REATT3R 9`Liw i`w i...-+'"aT•+aJ't.lL. I FASTENER, TYPE 4 FC7c3T 6 FOOT f FOIACN&O Dr 6 IENt7 N T IKC4)T DY'r-Poar PANELS SHALL BE A!Iv N VERTICALLY. EXCEPTION DUCT L_EAICAOE TEST I6../' NOT REOVIR.E0 NHERF e.SPADING OF PA5 OOT NOT INCLUDED IN 7H15 TABLE SMALL EC dASEp ON TAOXVMTl R602.¢(2,1• y,� C HANDLERS �.+� E� /�/ +P-may +�L� PANEL SPAN < PANEL SPAN <PAN 12L SPAN F.W0RE'M1E ULTIMATE DESIGN WIND SSPrW IS ISO MPH OR L£S5,NAILS FOR ATTArAWs ADOP STIRUsTIVAL PALL ROOF SHFATHINIS m "�•L � "T� AND Air, F-f7'+,NLA,-LL,1.R� ARELL/L,I'A 1 L,r➢,/� ENTIRELY WI 7 1f-fIN r� GABLE END wA.L r9RAMIN6 SHALL OZ 5FACED b INCN�ON CiENTEK,w eRE THE ULTIMATE AE516N WINO 51'! D ID O REATHK THAN 150 MPH, �y p Air'-�H ,� /S Ay�;2 <_4 FOOT < 6 FOOT {JS F00T NAILS FOR ATTACHING PANEL ROOF 5HEATHINd TO INTI2R E.DIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CJ_ I FOR MINIMUM 46 THE4rVUI LI�I NC THE SI"37RL �N Y L.LOPE. PI5TANGE FROM RI VOM eAV'eS AND GABLE HID W>LL5;ANP 4 INCHE5 ON GCFITEK•TO 6A0LE HHP WALL FRAMING. NO. & SGREV,1 6YP5JM SHEATHING SHALL CONFORM TO 1STM G 15Rb AND SHALT.BE INSTALLED h ACEORDANCE mITH sA 2s3 FIBERBOARD 5NEA7HIN5 tnO . CSC .•f SHALL CONFORM TO ASTM L 20a ,/,+� r� 3 ' T�•� ,rw �r A / y�t,q t y�«P Eg USED �� r� •��, DUCTS ,w+� j ti DA5EP ANCHOR WITH 2 16 10 b M.OC4<NSPAON&OP ATfLHERS GN PLooR sFEATHINS EDGES APPLIES TO PANE1,ECISEESSH^)REPORTED BY PRI M APPLIES MEM�R;AND KE ANEL eft R405.J_5: i5UI LV IN5 a.,rA, TIES '" ., HALL„ NO 5 BE {,t,.rx,,..D AS DUC i w,7 q„.�R INCH ENE3ERMENLT LENGTH SIB 1PplORTEo 8 AFRAMIL IMR1D9v9 Rffk lD 18 OCK1Na OF eli §N9�`1RdOP PLUOR'JF CATN AN6 D9Eg P"" PAR TD }�( ! - THE FRAMINs MEMBERS NEED NOT EE PROVIDW EXCEPT AS RECAIIRFD BY OTHM PRot/ISI0h5 OF THIS CODE.FLOOR PERIMETER SHALL EE L"-'"-" ' �. (� J-1,.,,©p F W ' ORTED 6Y FiRAMINO MEMBERS OR SOLID BLOCKING. HOOP t'".k H 1 WH9iE A RAFTER 15 FASTtNED TO AN ADJACENT PARNIJI CEILINS JOIST IN ACeORDAt^IE WITH THIS SCHEDULE,PROVIDE TWO TOE RAI BASED THE ONE SIDE OF TE r THE R AND TOE SHALL NO TRAM T}1B CEILING JOIST TO TOP PLATE IN ACGORDANGE W TH THIS Sr.T )1.E,TTHE TOE NAIL R,403.4. N-IEC RANI CAL *,` YSTEM PSPI NC I N`.ULATI ON - G.ARRY;N�3 1NG4-f F» .�DI�"'I�WLF,,,1`LG7TM"I' I�1 1'� rI' THE OPF03ITB SIPS GF THE RATER sF+ALL NOT 9E REdIIRED. 6 a I FLUIDS >I4D5 F OR <55 I , INSULATE TO R- M N;, Z X INCH L»A5 5 REN BASED ANCHOR WITH 2 16 16 If R403.6, 1"-EC"HANICAL ',''ENTILATION - THE SUILDINa SHALL BE INCH EMBEDMENT LENGTH PROVIDED KITH VENTIf ATION THAT MEETS THE REO�UIREMENTS Or rid t GAt�AWORSS MANWAGTURED BY IRG/INdC:, SI STRONS-TIE GON4re_T0R$ THE IvEC:HANIC:AL '/ENTILATION RATE SHALL BE NO '~TREATER TH15 TABLE 15 5A51;;,D ON 150 MPH ULTIMATE MIS,No,LS�ELS5L)210 OR APPI CO DESIGN WIND 5F2p AND A 3S FC7C?T MEAN RC)OI~ 4�1IVALgNT AT E:EISLY RAL'1E1R TO IiID� THAN HEIGHT. CTIONL W&NRAf TER5 LSO I4a•r ALIr�+t 0.0I X C.FA + •T 5 >; (# OF BF-t�ROOMS + 1) b. PA5TENER5 SHALT_ BE INSTALLED AT O`FrO5ING SGI�A CONDITIOI.ED FLOOR AREA ENDS OF- THE WOOD STRXMJR.AL..PANEL. I GAME AW-HORS MAN PoWn i BY FASTENERS SHALL BE LOCATED NOT LESS THAN 554MP550N s'lTtcll` -TIT!u4LNc.TaRS Ia«{ 3."t: EQU F'N�ISNS SIB'`NCB - i ALGA I SA�N13EL S. BASED ON INCH MOM THE BUIBE Cr- THE PANEEL. 110DEI No.L5TA24 O+?M�PRavE C. ANICHORS SHALL FL!NL�TRATB 1W7,OU6H THE cower,,ION I Ts nil LOADS +GALGULA"ED F:R AC,GA MANUEL J. EXTERIOR.WALL GOVE'RINS WITH AN EMBEDMENT LENGTH OF NOT LESS THAN 2 INCHES INTO THE ' R404.h LIO}'tTINO - A ?-'fttM,QM OF "I5 J CIF PERMANENTLY TYP VENT BUILDINS FRAME. FASTENERS SHALL EE LOCATED INSTALLED FIXTURES Y J5T HAVE HIC- H-EFFIGANGY LAMPS. NOT LESS THAN 2 Y2 INCHES f�OM THE IEDGE OF THE LOL+^4-VOLTAGE LTC,HTINO EXEMPT TYP VENT CONCRETE BLOCK OR CONcRrzlm, PANELS ATTACHED TO MASONRY OR REV. 1 1 . 1 . 2 1 --- - -13'-103" 4'-5" MA'ONRYV5TUGGO SHALL BE ATTACHW U51NLO - - 4 VIBRATION-IRE-SISTANT ANCHORS HAWING AN ULTIMATE W1T4'4DRAWAL CAPACITY OF NOT LESS REV. 7 . 2 2 . 2 1 THAN I,�oO POUNDS. I 11 FOUNDATION t PLAN y TABLE R30 .7 ALLOWABLE DEFLECTRON OF S-MUCTURAL MEMBERS � REV. 7 . 5 . 2 1 1 /4 = 1 -0 7 . 22 . 21 a o �-' '��' JL-�LLOWABLiE REV. 1 2 . 9 . 21 � STRUCTURAL MEMBER [IEFLECTIQRI �I�� ���' 'IN� ��T,�I .,. 31} FOUNDATION PLAN rafters laving slopes greater than TABLE R30I.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(in pounds per square foot) SCALE AS NOTED JAN UARY 2021 Fo 770CJ6 �� �/12 with no finished ceiling Lf 1$0 attached to rafters LnrE Interior walls and partitions H/180) Attics with limited d storages. LOAD ress Floors and plastered ceilings L./3f 0l Attics without storageb 10 A 101 20 II other structural members L/240} Deckle 40 Exterior balconies 60 ART 1 Exterior walls with plaster or H/360 Fire escapes 40 permits draftingex .editingF q- tucco finish Guardrails and handraiisd 200, Exterior walls-wind loads" with L/240 Guardrails in-fill componentsf 50i PO BOX 49 brittle finishes Passenger vehicle garages" 50a JOAN CHAMBERS SOUTHOLD NY 11971 Rooms other than sleeping 40 631-294-4241 Exterior walls-wind loads"' with L/120 rooms flexible finishes Sleeping rooms = 30 Stairs 40C PALMER RESIDENCE 16'-8" =3'-0„ 32.. 3,_0., �.. ,_6„ 2 1.. 3,_0,. 3 460 ISLAND VIEW LANE GREENPORT N .Y. VENT U) a FURNACE ° w s Z FLOOR HATCH UTILITY AREA `�N(D I ° o Q EXISTING: SINGLE FAMILY RESIDENCE 1 ACCESS TQ 5/8" GYP. BD. ON , I o ROOF BELOW Ua Q Lu CRAWLSPACE CEIL. AND WALLS ih x O ch � � � v / TO MEET FIRE COD ( SCTM# 1000-53-06-29 N N HOT W. N i ADJACEN WALL & ZONE R-40 . 18 ACRES FLOOR CONFORIV ` TO COD �M LAV i BATHRM #2 sH ER WO D S OVE o 8'-0" CEIL. HEIGHT 2X8 RAFTERS'@ 16" OC 3 O 2 EIL. JOISTS @ 16" OC RAIL TO CODE O 2 VERIFY A PLUMBING F URES 2 & LOCATIO S VW/ OW R RIOR 1 LIVING RO To RouGHi G IN Q r N N RI 9-1/2" TJI 230 JOISTS @ 16" OC \ CE 8" MA a0© — — — �— — — �O — — --34— — — O FIN. FL. ELEVATION TO BE 8.33' CLOSET x CLOSET N O I 1-3/4"0 1-7/8" LVL 10'-1Z" 3 POSTABOVi RIDGE rN GENERAL NOTES l / 1 1. All work shall conform to the requirements of the Residental Code of New York d 2 ✓ Q I J State, County and Town Department Regulations, Utility Company requirements and w ( o Q best trade practises. N w 2. Before commencing work the Contractor shall file all documents required by the r Y Building Department, pay all fees required by local agencies and obtain all required o I T permits. M 0" I M N 3. The Contractor shall visit the site and verify all dimensions and the existing woo S-9OP ;. i. _ ..... _ _..__ _._ ...... I conditions affecting the work prior to construction. Any discrepancies which would - - - =- -- - - - - - — - - - -- _ _ - satisfactory <ompletetion of the work described herein shall be (2) 1 3/4"x11-7/8" LVL HEADERS W/ 3/8" EEL FL. PL. - interfere with the i o reported to the architect or property owner. Do not start work until such conditions E. 1 - - - have been examined and a course of action mutually agreed upon. Failure to notify III ? I ( „ o I o U) the owner or architect of unsatisfactory conditions will be construed as an acceptance III W a ( I [ I of the conditions to properly perform the required work. J I 4. All work is to conform to the drawings and specifications of the architect and ...... engineer consultants. o rTN 5. The Contractor is to maintain a complete and up to date set of plans on the j _ ____.__. _ 1 job site at all times iRAIL TO CODE 3 III I' I I I I 1 N 6. The drawings are not to be scaled under any circumstances. -- — ¢ I NEW ROOF CRICKET \III 1 I 1 7. It shall ble the Contractor's responsibility to ascertain all prevailing procedures o w including storage and toilet fa(ilities,protection of existing work to remain access to ° +s v KITCHEN work area, hours of permitted work,availability of water and electric power and all o DIN. RM. w N o �� s-vz rJI 230 JOISTS @ 1s' oc \ I I I J BEDR' #2 - - other conditions and restriction for this particular location in order to execute the T EXIST. CEIL. & ROOF FRAMING w III I I i - work in a careful and orderly manner with the least possible disturbance to the public. CATHEDRAL CEILING .0 — I 8. The Contractor shall makE the neccesary arrangements to utilities and services 2X8 RAFTERS'@ 16" OC W 111 1 temporarily disconnected while performing the work as required. to or x 2X8 COLLAR TI S @ 48" OC x II 9mpThellContractor shall provide all dimensions and cut-outs for other trades. x I 1r. they Contractor shall prov de proper shoring and bracing for all remaining structure N � III ( ( P o e o ial of existing structure. III I I I " I 11. Plumbing„ electrical, HVAC and similar work shall be performed by licensed 00 EXIS ING III 1 I I Trn I persons who shall arrange for and obtain all required inspections.The General CEL AR EN RY III z i I �: Contractor shall be responsiblE for scheduling all other inspections as required. 1 0 ; 12. The Contractor is solely Iesponsible for construction safety and shall hold the I 3._0„ 52,. I a I I O _ I TRIANGULAR FLEX FRAM: urall ABOVE owner and architect harmless from litigation arising out of the Contractor's failure to SIZE TO BE DETERMINED ON SITE 1 l t - provide construction safety means and methods. 1-3/4"x11-7/8" LV 1-3/ - L L __. ._.__. __...._ ..._..._ ....... .._. 1 _ ._ (2) 1-3/4"xj1-7/8" LVL I EGR SS ® ® LAV ° `� �' ° ° CONS�-RUCTION NOTES N FIN. FL. ELEVATION TO BE 8.33' O -3'- ---- - w.c. NEW2„ 8,_2„ _8„ r I _..f I _4„ 8._4,. �r\, , - - - 1. All footings; shall rest on uidisturbed soil at a minimum of 36" below fin. grade. > PWD. RM. S ER 18'-0" Cl) 16'-8., _ - 2. Poured concrete shall have a m 0 at 28 days unless noted. 1 BATHRM #1 I and installed oz. i _ ,_._.. Sill u plates rshall be preserved, treated wood a 3 be Iled above a 16 --- w. II .: _ f .{ copper termite sheild. ! % Y X FIRST FLOOR PLAN - - i I SECOND FLOOR PLAN 4. Shingle sidingshall -� //I - -) O 1 • O . 2 I 1 I �4 - -0 • g • 2 I with gthe New York StateoEuilding Code and manufacturers specifications. `t O 1 i to ASTM D 3679 and be installed in accordance n � n I n - - CLOSET o I upon shall be installed b a licensed contractor to a depth and bearing agreed i SHELVES __ I p n by hnl engineer and certificates shall be issued statingsame. r� n � j N REV. 7 . 2 2 . 2 1 - 1' , r�EV• 7• 2 2 • 2 6. Unless otherwise noted all framing and structural wood components., I 9 shall be #2 or better Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on : - . i� NOTE: AF&P Wood Frame Constructicn Manual for One and two Family Dwellings (WFCM) EXISTING HOUSE WILL BE LIFTED 16" or as in R301.2.1.1 g envelope components shall comply with Chapter 6 of the Energy TO COMPLY W/ FLOOD ZONE REQUIREMENTS Conservation Code of the state of New York. N EXIST. STAIRS z ° AS PER CHAPTER R322 OF THE 2020 NY STATE I .... l l_ ( 9. Fireblocking shall be provided in all wood framed construction in accordance TO N- ..... - - with NYS Codle R 602.8 to form an effective fire barrier between stories and Q RESIDENTIAL CODE _ } / U. I I between the top story and rocf space. o 10. Protective panels shall b. provided for glazed openings in accordance with ° R301.2.1.2 if they are required. I BEDRM #1 1 1S All code of the new structure are designed to comply with local geographic a I �.:. _. }.. .. 1 and climatic criteria as stated in the following table. W i I I I GEOGIRAPHIC & CLIMATE DESIGN CRITERIA " } IW I I I ....... I I GROUND SNC)W LOAD 45 ps1 L 1:,_ II O EQUAL EQUAL ' I. I SEISMIC DESIGN130 MPH U F _ . . __..... WIND SPEED CATATGORY g :I 4 102 210 EGRESS I FROST LINE R 1-3/4"x11-7/8" LVL _ - -- -- — _. SEVERE TERMITE THREAT H MODERATE TO HEAVY E (z) 1-3/4"x11-7 8" LVL HEADER f' L I SLIGHT TO MODERATE -- TEMPERATURE DECAY ..._... ...._ .. x _.... ...... _..._. ..... ..... _..... _..-� WINTER DESIGN T 11 WOOD STOOP O - -- - .. _. .................... ...... FLOOD HAZARD AS NOTED (n Q �t = co 3'-5" _54.. 3._9„ _5 28,_0„ WINDOW SCHEDULE DOOR SCHEDULE TYPE RO NOTES TYPE UNIT/RO NOTES OANDERSON 400 SERIES EXTERIOR ENTRY CW 235 4'-9"X3'-5-3/8" W/ SCREENS O 2'-6"x6'-8' 1 HR FIRE RATED ANDERSON 400 SERIES TW 3046 3'-2-7/8"x4'-8-7/8" W/ SCREEN FWG 60611L 6'-0"x 6'-11" W/ SLID. SCREENS ANDERSON 400 SERIES 2'-0-5/8"x2'-0-5/8" W/ SCREEN O 3 EQ INTERIOR FLATLOSET PANEL 2'-0"x6'-8" HARDWARE AS PER OWNER REV. 1 1 1 . 2 1 Q JCS �O O ANDERSON 400 SERIES 5'-0-3/8"x2'-0-1/8" W/ SCREEN ® 3 EQINTERIOR ATPASSAGE 2'-0"x6'-8" HARDWARE AS PER OWNER REV. 7 . 2 2 2 REV. ANDERSON 400 SERIES INTERIOR PASSAGE 2'-8"x6'-8" HARDWARE AS PER OWNER 7 • 5 . 2 r Y` O TW 210410 3'-0-1/8"x5'-0-7/8" �N/ SCREEN - EGRESS 0 3 EQ. FLAT PANEL n I ANDERSON 400 SERIES CLOSET BY-PASS r^ Z W/ SCREENS 4'-0"x6'-8" y�F 770Q6 ��� F (3) TW 210310 3'-0-1/8"x4'-0-7/8" 3 EQ. FLAT PANEL O �. ANDERSON 6 400 SERIES INTERIOR PASSAGE FLOOR PLAN A�''�FESSIONP� TW 3046 3'-2-7/8"x4'-8-7/8" W/ SCREENS O 3 EQ. FLAT PANEL 2'-0"x6'-8" HARDWARE AS PER OWNER CANDERSON 400 SERIES INTERIOR PASSAGE HI TW 210310 3'-0-1/8"x4'-0-7/8" �N/ SCREENS 3 EQ. FLAT PANEL 2'-8"x6'-8^ HARDWARE AS PER OWNER SCALE AS NOTED ANDERSON 400 SERIES CLOSET BY-PASS JANUARY 2021 J TW 2032 2'-2-1/8"x3'-4-7/8" W/ SCREENS O 3 EQ. FLAT PANEL 6'-0"x6'-8" r OANDERSON RSON 400 SERIES 5'-0-3/8"x2'-0-1/8" W/ SCREEN 101 EXTERIOR 8 ENTRY HARDWARE AS PER OWNER ^ ess ANDERSON TW 210410RIES 3'-0-1/8"x5'-0-7/8" W/ SCREEN - EGRESS oil FWG ANDERSON 12061 1-4 SERIES 1 1'-9-3/4"x 6'-1 1" W/ SLID. SCREENS A r\ 102 ANDERSON 400 SERIES 3'-2-7/8"x4'8-7/8" W/ SCREEN - EGRESS (2) TW3046 i A' 11 2 OF 4 n ANDERSON FLEX FRAME BASE OF TRIANGLE ermits draffin expediting N GABLE END-FIXED 8'-0" APPROX. PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 PALMER RESIDENCE 460 ISLAND VIEW LANE GREENPORT N .Y. REV. 1 1 . 1 . 21 REV. 7 . 2 2 . 2 1 SCTM# 1000-53-06- 29 REV. 7 . 5 . 21 ZONE R-40 . 18 ACRES ELEVATIONS SCALE AS NOTED JANUARY 2021 ress 11101II A KmT 000000-' A 103 permits I drafting eX oditin 3 OF 4 t �\ PO BOX 49 _. JOANCHAMBERS SOUTHOLD NY 11971 .............................._.._....._....._ ....... _.._.__.......... .... ..........._......._........... .... .- 31 I .:.::.:::.......:.::..::::.:::.:.....:..__.::...............:::::.::.: _ . : - .... VINYL SIDING i _.:.: _..:.. .........":.". - .'::...___.. _.........::....... .... .. ...... - ....__........ ._. . .. NEW O B EXISTING � -- O CRICKET BEYOND ..: _.. i _. i ___.... _._........... VINYL SIDING ::::::.., ... _... _. "NEW ROOF CRICKET BEYOND - -:....__- � ._..._.............. ..... .......... ._. _.........._.._. ._._... .... _._.._........ _._ .�. .. �\ __.._....... -- ... .. EXISTING I UTILITY SHED EXISTING © O UTILITY SHED EXISTING I I FIN. FL. ELEVATION TO BE 8.33' � FIN. FL. ELEVATION TO BE 8.33' STOOP NEW STOOP rld' / r N CELLAR ACCESS WEST ELEVATION NOTE: NORTH ELEVATION 1 /4"= V-0" 1 . 8 . 21 EXISTING HOUSE WILL BE LIFTED 16" 1 /4 = 1 '—O 1 . 8 . 2 1 REV. 7.22.21 TO COMPLY W/ FLOOD ZONE REQUIREMENTS REV. 7.22.21 REV. 11. 1.21 AS PER CHAPTER R322 OF THE 2020 NY STATE REV. 11.1.21 RESIDENTIAL CODE _ ....... . ......... / - »..,,.... .... ....... / _,. a'" ............................................... ............_...........___..._............................................__..._....._.... ... ....._............ .__.-.----_.__._.____.....__... ................... -. ...... ................. - . .. ..... .............. -........ . ........_..................._........ _......... _ .. .. ..__..... .._. ........... . . - Lj . 0 _ O i _... op ROO NEW F CRICKET BEYOND"::....:. � _..__-..... ........... ..._.........._.._............______�.....___....»._. ........... Ll L=j I I L I L . ... ........ ............... _...._.......... ...... _... OE I JCS ,p l� EXISTING \ FIN. FL. ELEVATION TO BE 8.33' FQp 77006 � FIN. FL. ELEVATION TO BE 8.33' -- --- I SSI'� P i I STOOP -_-- ---- STOOP I i I SOUTH ELEVATION EAST ELEVATION 1 /4 "= 1 '-O" 1 . 8 . 21 1 /4"= 1 '-O" 1 . 8 . 21 REV. 7.2 2.21 REV. 7.2 2.21 REV. 1 1. 1.2 1 REV. 1 1. 1.21 PALMER RESIDENCE 460 ISLAND VIEW LANE GREENPORT N.Y. EXISTING: SINGLE FAMILY RESIDENCE \_ RIDGE VENT ;. \, RIDGE VENT SCTM# 10 0 0-5 3-0 6-2 9 ASPHALT/FIBERGLASS SHINGLES ASPHALT/FIBERGLASS SHINGLES 1-3/4"xl1-7/8" LVL RIDGE ROOFING FELT \ ROOFING FELT RIDGE STRAPPING AS PER CODE R E 112" CDSX PLYWD SHEATHING / \\ 112" CDX PLYWD SHEATHING 2X4 @ 16" OC RAFTER TIES ZONE R-4 0 . 18 ACRES 1-3/4"x11-7/8" LVL RIDGE / \ 1-3/4"x11-7/8" LVL RIDGE 2x8 @ 16" OC RAFTERS RIDGE STRAPPING AS PER CODE / / RIDGE STRAPPING AS PER CODE R-24 INSULATION 2X4 @ 16" OC RAFTER TIES \; 2X4 @ 16" OC RAFTER TIES / / \ (2) 2X8 COLLAR TIES BOLTED CATH. CEILING �. 2x8 @ 16' OC RAFTERS 2x8 @ 16" OC RAFTERS R-24 INSULATION �/ TO RAFTERS // (2) 2X8 COLLAR TIES BOLTED % �\ \ TO RAFTERS j // \t " FASCIA & SOFFIT TO MATCH EXIST. FASCIA & SOFFIT TO MATCH EXIST. ALUMINIUM GUUTERS ALUMINIUM GUUTERS VENT SOFFITS VENT SOFFITS ADD NEW CRICKET TO CONNECT EXIST. GABLE TO NEW ADDITION riNVINYL SIDING INSTALLED AS PER VINYL SIDING INSTALLED AS PER VINYL SIDING INSTALLED AS PER 2X8 RIDGE W/ 2.6 @ 16" OC r MANUFACTURER'S INSTRUCTIONS MANUFACTURER'S INSTRUCTIONS MANUFACTURER'S INSTRUCTIONS RAFTERS BEDROOM #2 T UNDERLAYMENT AS RECOMMENDED BEDROOM #2 UNDERLAYMENT AS RECOMMENDED BEDROOM #2 UNDERLAYMENT AS RECOMMENDED BY MANUFACTURER. BY MANUFACTURER. BY MANUFACTURER. FLASHING @ WALL CONNECTION Oj 1/2" CDX PLYWD SHEATHING 112" CDX PLYWD SHEATHING 112" CDX PLYWD SHEATHING 2X4 @ 16" OC STUD WALL 2X4 @ 16" OC STUD WALL 2X4 @ 16" OC STUD WALL 112" GYP. BD. @ INTERIOR 112" GYP. BD. @ INTERIOR 1/2" GYP. BD. @ INTERIOR R-15 INSULATION R-15 INSULATION R-15 INSULATION ASPHALT/FIBERGLASS SHINGLES ROOFING FELT FIN. FL. AS PER OWNER � / FIN. FL. AS PER OWNER 1/2" CDX PLYWD SHEATHING 3/4" PLYWD SUBFL. 3/4" PLYWD SUBFL. 2x8 @ 16" OC RAFTERS - EXIST. ROOF & CEIL. FRAMING 9-1/2" TJI 230 JOISTS @ 16" OC 9-1/2" TJI 230 JOISTS @ 16" OC R-28 INSUL. REMOVE EXIST. EXTERIOR WALL FASCIA & SOFFIT TO MATCH EXIST. ADD NEW GIRDER ALUMINIUM GUUTERS (3) 1-3/4"x11-7/8" LVL W/ VENT SOFFITS 3/8" ST. FL PLATES KITCHEN LIV. RM. LIV. RM. UTILITY RM. VINYL SIDING INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS UNDERLAYMENT AS BY MANUFACTURER.RECOMMENDED O O 112" CDX PLYWD SHEATHING EXISTING RESIDENCE p0 i CO 2X4 @ 16" OC STUD WALL 5/8" GYP. BD. @ INTERIOR R-15 INSULATION FIN. FL. AS PER OWNER FIN. FL. AS PER OWNER 3/4" PLYWD SUBFL. 3/4" PLYWD SUBFL. 3/4" PLYWD SUBFL. 11-7/8" TJI 230 JOISTS @ 16" OC FIN. FL. ELEVATION TO BE 8.33' 11-7/8" TJI 230 JOISTS @ 16" OC FIN. FL. ELEVATION TO BE 8.33' 11-7/8" TJI 230 JOISTS @ 16" OC FIN. FL. ELEVATION TO BE 8.33' R-30 INSUL. R-30 INSUL. R-30 INSUL. EXISTIIJG FLOOR FRAMING & FOUNDATION INSTALL "SMART VENT" _ � s INSTALL "SMART VENT" --. MODEL # 1540-510 OR NEW CRAWLSPACE MODEL # 1540-510 OR 2 COURSES 8" CMU SMART VENTS TO BE INSTALLED IN COMPLIANCE W/ NEW CRAWLSPACE EQUIVILANT FOR VENTILATION 2 COURSES 8" CMU NEW CRAWLSPACE NY STATE RESIDENTIAL CODE R322.2.2.1 AND FLOOD CONTROL TYP. I TO RAISE HOUSE NO MECHANICALS OR ELECTRIC SYSTEMS ` AND FLOOD FOR VENTILATION fC RAISE HOUSE NO MECHANICALS OR ELECTRIC SYSTEMS NO MECHANICALS OR ELECTRIC SYSTEMSit AND FLOOD CONTROL TYP. REFERRING TO THE VENT NOT BEING MORE THAN OR DUCT WORK AS PER NYS RESIDENTIAL +- . -.� OR DUCT WORK AS PER NYS RESIDENTIAL OR DUCT WORK AS PER NYS RESIDENTIAL �- �r 12" ABOVE FINISHED GRADE ON EXTERIOR AND CODER 322 CONCERNING CONSTRUCTION o x CODE R 322 CONCERNING CONSTRUCTION CODE R 322 CONCERNING CONSTRUCTION o x TO BE INSTALLED NOT MORE NOT MORE THAN 12" ABOVE SLAB IN CRAWLSPACE. IN FLOOD PRONE AREAS. oo N FLOOD PRONE AREAS. IN FLOOD PRONE AREAS. Do THAN 12" ABOVE FIN. GRADE - ---- ---- ------- SMART VENTS TO BE INSTALLED IN COMPLIANCE W/ SMART VENTS TO BE INSTALLED IN COMPLIANCE W/ RESIDENTIAL CODE RANCE /322 NY STATE • , .. - .. .. & IN COMP • � RESIDENTIA 623 SQ.FT. OF ENCLOSED AREA NY STATE RESIDENTIAL CODE R322.2.2.1 NY STATE RESIDENTIAL CODE R322.2.2.1 SMART VENTS TO BE INSTALLED IN COMPLIANCE W/ REQUIRES 623 SQ. INCHES OF BOTTOM OF VENT TO BE NOT MORE THAN 12" ABOVE 623 SQ.FT. OF ENCLOSED \REA BOTTOM OF VENT TO BE NOT MORE THAN 12" ABOVE 623 SQ.FT. OF ENCLOSED AREA NY STATE RESIDENTIAL CODE R322.2.2.1 FLOOD VENTING. FIN. GRADE ON EXTERIOR AND NOT MORE THAN 12" REQUIRES 623 SQ. INCHES OF FIN. GRADE ON EXTERIOR AND NOT MORE THAN 12" FLOOD ES 62 GSO. INCHES OF BOTTOM OF VENT TO BE NOT MORE THAN 12" ABOVE NO MECHANICALS OR ELECTRIC SYSTEMS FLOOD VENTING. ABOVE FINISHED SLAB ON INTERIOR. ABOVE FINISHED SLAB ON INTERIOR. FIN. GRADE ON EXTERIOR AND NOT MORE THAN 12" OR DUCT WORK AS PER NYS RESIDENTIAL ABOVE FINISHED SLAB ON INTERIOR. CODE R 322 CONCERNING CONSTRUCTION IN FLOOD PRONE AREAS. _.._ 949 SQ.FT. OF ENCLOSED AREA _ .-. .... ... _ - - - - - - - - - - - - - - REQUIRES 949 SQ. INCHES OF FLOOD VENTING. EXISTING CELLAR WILL BE FILLED IN TO CREATE A CRAWLSPACE. SECTION # 1 SECTION # 2 SECTION # 3 __ __- ------- 1 /4�r- 1 �_0�r 1 . 2 1 . 21 1 /4r� - 1 -0" 1 . 21 . 2 1 1 /4 r,- 1 r_0,� 1 . 2 1 . 2 1 REV. 7. 2 2 . 21 REV. 7 . 2 2 . 2 1 REV. 7 . 2 2 . 2 1 REV. 12 .9 . 21 REV. 12 . 9 . 2 1 REV. 12 . 9 . 2 1 PLUMBING RISER DIAGRAM -HT wa,EIRZI nP� w �sa . � I BATH#2 I I I I Generated by REScheck-Web Software Compliance Certificate 3 p � � I Y a r Window 8:Vinyl Frame 12 0.300 0.320 i 4 4 SHGQ 0,30 r Window 9:Vinyl Frame 14 0.300 0.320 4 5 Project Palmer Residence SHGC:0.30 / \ Window 10:Vinyl Frame 12 0,300 0.320 4 4 KITCHEN � \ Energy Code: 2018 IECC SHGC:0.30 Z BATH#I� \ PWD.RM Location: Greenport,New York Floor:All-Wood jolst/Truss 1,571 30.0 1.5 0.031 0.047 49 74 Construction Type: Single-family Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other Project Type: Addition calculations submitted with the permit application,The proposed building has been designed to meet the 2018 IECC requirements in V= Climate Zone: 4 (5572 HDD) REScheck Version:REScheck-Web and to comply with the mandatory requirements Ilsted in the REScheck Inspection Checklist. Permit Date: Permit Number Name-Title Signature Date Construction Site: Owner/Agent: Designer/Contractor: 460 Island View Lane Greenport,NY 11944 \O\ aya ua ` Compliance: 4.5%Better Than Code Maximum UA; 289 Your UA: 276 Maximum SHGC; 0.40 Your SHGQ 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on codetred-ff rules. It DOES NOT provide an estimate of errergy use or Cost relative to a minimum-code home. W1 xuMaao waexro coaooaM Envelope Assemblies a°° ""°` ` Ere IT To eusr sevTc sys.sM Ceiling:Flat Ceiling or5cissorTruss 533 30.0 1.5 0.033 0.026 18 14 REV. 7 2 2 2 1 t� Ceiling 1:Flat Ceiling or Scissor Truss 967 30.0 1.5 0.033 0.026 32 25 J;� Ground Floor Wall:Wood Frame,16"o.c. 1,672 15.0 1.5 0,068 0.060 93 82 REV. 7 . 5 . 2 1 REV. 1 1 . 1 . 2 1 r I LA Door:Solid Door(under 50%glazing) 20 0.170 0.320 3 6 Door 2:Solid Door(under 50%glazing) 20 0.170 0.320 3 6 77006 Door 1:Glass Door(over 50%glazing) 42 0.300 0.320 12 13 SHGC:0.26 A'rOFeSs`O\`P� Door 3:Glass Door(over 50%glazing) SECTIONS SHGC:D.26 82 0.300 0.320 25 26 Wi ndow: 13 0.28D D.32D 4 4 SHGC: 0.32 SCALE AS NOTED JANUARY 2021 SHGC: Window 1:Vinyl Frame 13 0.280 0.320 4 4 SHGC:0.32 Window 2:Vinyl Frame 15 0.300 0.320 5 5 r+•� ry SHGC:0.31 !�•-.I, `vim Window 3:Vinyl Frame q 0.280 0.320 1 1 n 104 SHGC:0.31 ,/H\` Window 4:Vinyl Frame 10 0.280 0.320 3 3 SHGC:0,30 Window 5:Vinyl Frame 15 0.280 0.320 4 5 SHGC:0.30 AK Window 6:Vinyl Frame 12 0.300 0,320 4 4 4 OF 4 SHGC:0.30 ermits I droffing I ex edifin Window 7:Vinyl Frame 5HGC:0.30 12 0.300 0.320 4 4 PO BOX 49 Project Title:Palmer Residence Report date: 07/06/21 Project Title:Palmer Residence Report date: 07/06/21 J OAN CHAMBERS SOUTHOLD NY 1 1971 Data filename: Page 1 of 2 Data filename: Page 2 of 2 SOUTHOL 4241 PALMER RESIDENCE 16'-8" 3'-0" 3 3 -6" -�-2 3' 3 2 '- 2 460 ISLAND VIEW LANE GREENPORT N .Y. VENT O O Cl) °0 I O � ° UTILITY AREA "IN 1Q � EXISTING: SINGLE FAMILY RESIDENCE FURNACE � w s FLOOR HATCH m ROOF BELOW LL ACCESS Td 5/8" GYP. BD. ON I I o < �w CRAWLSPACE CEIL. AND WALLS ih x I O x � xU TO MEET FIRE COD 0 SCTM# 1000-53-06- 29 N HOT W. N O 0 ZONE R-40 . 18 ACRES �-IN a M 2 M W.C. N BATHRM #2 SH ER 0 8'-O" CE;IL. HEIGHT O 2X8 RAFTERS!@ 16" OC �� I O 2X6 CEIL. JOISTS @ 16" OC RAIL TO CODE O 2 2 VERIFY ALL PLUi BING FIXTURES 2 LIVING ROOM 'I'Q TOLROUGH ROUGHING NOCATIONS / OWNER PRIOR j © rfV DIN 5 IS. - 9-1/2" TJI 230 JOISTS @ 16" OC @ 8' M X® a0 FIN. FL. ELEVATION TO BE 8.33' I x CLOSET I CLOSET m : 10,_12.. _ GENERAL NOTES J `__ -__ _-_ ___. - -: - 1. All work shall conform to the requirements of the Residental Code of New York cnid- RAIL TO CODE wLO o z (2) 1 3/4"x11 7/8" LVL I State, County and Town Department Regulations, Utility Company requirements and I Q I ' POST ABOVE TO RIDGE -- Q W o best trade practises. o r I o W 2. Before commencing work the Contractor shall file all documents required by the ° I 7 _ Y Building Department, pay all fees required by local agencies and obtain all required °1 I r � permits. 11 M I! . ;: ' 3. The Contractor shall visit the site and verify all dimensions and the existing Ir - ( !I Il ' I, ! I ! II !! !' ! I!: I I, it ;I I! I� NI ! T (I ! ,:! iI I i ; ;! !� ! : I' _o conditions affecting the work prior to construction. Any discrepancies which would _ / [_/1 .. .. : : :n..1 i .. . ..... I j ........' «iw__.i _ _ .._ M " : �. i!, : I :. y i, 1 ..:',.. ! .... .l_,... .i-!r""- .. .....I I!..... U_ !,. . .. .. «.... - 1, !. :: : : I: :. : ; I : ! ! I i I [:.. - _cr .____ __ '- ... _..__ -._: - _- .--- _; I O ...,I....,..I. ..;_ .. I interfere with the satisfactory completetion of the work described herein shall be (2) 1-3/4"x11-7/8" LVL HEADERS W/ 3/8" STEEL FL. PL. j I! " ; ! I _...._._._ . I.«.;... : I! I! I'I ! is II ! I i ______7___________ M reported to the architect or property owner. Do not start work until such conditions ill I > ( II I I! ,I . I I I. O - -- _ _ __ _ ;! : !I _ _ have been examined and a course of action mutual) agreed upon. Failure to notify > I I _. .......... �o� P I ! a li II ( o o the owner or architect of unsatisfactory conditions will be construed as an acceptance I D o� III o ( o i i ! I, i ! ; 0 of the conditions to properly perform the required work. �° ��\, < III �_ - �I j i ! n 4. All work is to conform to the drawings and specifications of the architect and I 01 x �o . ! i _ _ - J J engineer consultants. r o IIIi. I I -- ........ ......... .._. o I I' 1. ._ _ � 0 0 5. The Contractor is to maintain a complete and up to date set of plans on the o J I It/ PAP a ........ ... ! P��°o Q I` LL I 1 I II ! ! ! -_ job site at all times _. - 1 3 _0^ M III n 1 II i' 'I ii _____._1__.___ -. NEw RooF cRicKE -- x ! 1 6. The drawings are not to be scaled under any circumstances. III ! 1 ( �' ''I I !� : ! 'iI _ ____.,.._._._-_ __ T 7. It shall) be the Contractor's responsibility to ascertain all prevailing procedures RAIL T01CODE " - -- -- _______ . F I( II 1:; ; I ! �) ! ; ;; 1 _ - o_ including storage and toilet facilities,protection of existing work to remain,access to X III 1 IX.o DIN. RM. W I N KITCHEN I I: ' I i ! i ! I) ! -- - - - -- I work area, hours of permitted work,availability of water and electric power and all I ........................................................................................................... . ........... t:::... ......__ ........ .......... .......... _...._ .._... ..... ..... s-vr TJI 230 JOISTS @ 16' oc , ! 11 I :I� ! > > other conditions and restrictions for this particular location in order to execute the o EXIST. CEIL. & ROOF FRAMING w I I I i I i �' I j I ... .... .___....._._...:_.... .. ._ . . - BEDRM #2 J work in a careful and order) manner with the least possible disturbance to the / I \ I -- CATHEDRA CEILING oo y P public DIN 5 s. _ �+ W I `° I 'i i ;, i _ _____�_ ® 8. The Contractor shall make the neccesary arrangements to utilities and services < S > ( -------------- ------- : 2X8 RAFTERS'@ 16" OC o ' ! ! : ! : ! temporarily disconnected while performing the work as required. LUII , ! I ! i.; i' I, ! L . i I ! -- 2X8 COLLAR TIES @ 48" OC x 9. The Contractor shall provide all dimensions and cut-outs for other trades. O I:I l :: I -- -- _.._..- o ( I I: ! 10. The Contractor shall provide proper shoring and bracing for all remaining structur III ! i t 1! I i �I I . I I it u i - -�.. M, P P P 9 9 9 .. I u 1I ;! II ( - ..__: :.:. = prior to removal of existing structure. 17 / 11 I' II ' I is ! 1iI! I - -- - - - -- - P 9 ,� ! ! �! ! ! ( ; is :1 ! ! ;, : ! I ----'- r= -- -- - --- --- -- -- --- '- - - �, I II ; :I ! ! ! 11. Plumbing, electrical, HVAC and similar work shall be performed b licensed II ! .__II ::, i 1 P Y .,: �; is ,: :: :::.-IN_.._.................... .-IN o I !, 1 1 11 I! ' ....._.. persons who shall arrange for and obtain all required inspections. The General ................... I ill : 9 q P � '' j ,II responsible for scheduling all other inspections as required i I' ! !! 1 I I - I Contractor rContracbtor is sole) responsible for construction safety and shall hold the 3. 0„ 7. 4„ 3. 0,. 51„ III o ! it I 11 : li I :i it ! .I li l - - I Y P Y 2 I Oii !' : - TRIANGULAR FLEX FRAME UNIT ABOVE litigation arising Out of the Contractor's failure t0 --- - --- ---- --- - --------- i I ( - - I :u, ! ! E TO BE DETERMINED ON SITE ..................-................................................. ................... .........................._...._ . . owner safety from n -3/4 x11-7/8 Lv 1-3/ - L L �a:___._.._.._ __a-. -.:.. :--_ _ .,_...,.e_.-_---.-___--...,.._, __..__. ..� m �.. _ -......._._.._._.--- I ! ! III, p y means and methods. III S(2) 1-3/4"x11-7/8" LVL , _ .........._..........._....._........ _...._.............._._......._............ -.__........._--.___........................................................._..... I 1 -- 1..... is "' _...........__...................._-.... ...---- ...._....------- _...._.._....._........._..........._..... I. i.I. - ......................._........ .-..._............._....._............... .......... .......... ......... ........ ...... .... ;: move © O I / ---- --- -- - --- -- --- - III F EGRESS 0 0 JJT_- 4 L N CONSTRUCTION NOTES i - -- - - - ................................T�._. _ _ - ' LAV ® W&D / --.. - ---- _____-- .......................................:c- " § i _ ____ ...._ ... N •-1" ......... . ...... -- - ...............................................:::::............. I......... ;;, ! 1 I, ! ! !I. li ! FIN. FL. ELEVATION TO BE 8.33 O 3'-2.' 8._2.. ._8.. ----.. .------._-------_....- -- -- - -- - __.- -...... ..... . . . i__ - --- - ::. T ----- - 8'-4" - w.c. � L.; : :: !i1 ! 8' 4" .. .. ............................... ..... ................... .. . .,................ :I' :I . ! ! : -._:,_.____ _.._.. ..,__.:_-,._ __.__.____..._._:.-_.____._,_:_____-.._-.___..:____: - ._ ._._-.__..::____.::_...__-. :,.-_;__.__._...._..--_---- __. _ ____ O J -I footings grade. I. 1 All it of n s shall rest n r o undisturbed soil at a minimum f I. 11 ;I ! i 0 36" below fin. 18-0 r� ,.......:................. .I-.... 16 -8 . - __ _ _ - I i ,' 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. x ...'! .... - -- I ' it (! copper termite sheild. o � FIRST FLOOR PLAN I SECOND FLOOR PLAN 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance G v x ^.....}...... <`'� 11 1 -- .-----_____ ,_-__--- -.,-.__.---- .:.:....................--__:.:.::.::;:cr._.. ............ ... ... ...._..._ ... I j i I I li ;I a , i ...... .................................................. S ER NEW 1 /4 - 1 -011 1 8 . 2 1 ; ' li ! I _ _ 1 with the New York State Building Code and manufacturers specifications. .............. . ! ! - . .... .................................._....................... ............... .. .. .. . 1 8 2 1 - _ 1 /4'1 1 1 1 PWD. RM. _..._._....._..._....- ...-_. ______.... .... .. _.................._..... ........._._....__:....'_..:.::..... ! E'I ' ! 5. Pilings shall be Installed by a licensed contractor to a depth and bearing agreed - - ___ __ __ -___- _ _ __ :, �' II; is p \ / upon by an engineer and certificates shall be issued stating same. L(OA',] REV. 7 . 2 2 . 2 1 _ _ _ ' REV. 7 , 2 2 2 1 6. Unless otherwise noted all framing and structural wood components shall be ? , .... ....... :... .._: ..... ..: -__.-- -- --- - -- - - I __........_ ....... .. - REV. 8.29.24 ' ' F #2 or better Douglas Fir. __- _- --- -- ___-: ____ -- !I II I _---__ _ _-_ _ _- _ --- __________ _- 1! 1�I ,I f REV. 8.29.24 7. All framing techniques and methods shall be as prescriptive design based on - 1 -- - }} NOTE. 1 P Frame Construction Manual for One and two Family Dwellings (WFCM) : .. AF&P Wood EXISTING HOUSE WILL BE LIFTED 16" - - - - -- -- -L II ! I' ,I or as specified inR301.2.1.1 O I - - 8. All buillding envelope components shall comply with Chapter 6 of the Energy TO COMPLY W/ FLOOD ZONE REQUIREMENTS "_' - -_ __ I l I � -- ---- ! ' ! :! ` Conservation Code of the State of New York. N I EXIST. STAIRS ! : !' O .... ... .. ............ .... ........ ........................ Ii i I ! N TO ATTIC o N _:- __ _-_`=____ `-_"="_- ----- - - ;' I; ! !� I � ' 9. Fireblocking shall be provided in all wood framed construction in accordance AS PER CHAPTER R322 OF THE 2020 NY STATE I' ! ! 'I z ---. . __ - ..__ ._. _.....- - - -- -.�.-.- I: I: _.:_ :-_- _:_____::-_:.___ -__-_:_.___--__:::--- ;__- __._.:.-._._-_._- _-----,- __- !1 ! I! ! �! II' II with NYS Code R 602.8 to form an effective fire barrier between stories and RESIDENTIAL CODE ,............ . .. ......__ .... ............ ...... .. ... .; I ! ' , ! ----- __ :. -::- _ ------ - T _- II ii i ;: ! I 10. Protective panels shall be provided for glazed openings in accordance with ....................... I I ' ! I ! I NYS code R301.2.1.2 if they are required. BEDRM #11.1i i ! I . O° _ _ __ _ ._.._._..___._...____._.__. _ _ i'. !III ! .I 1! ! 1 1. All portions of the new structure are designed to comply with local geographic U = -- - -__ = - ____i III I) I' and climatic criteria as stated in the following table. _ _ _ I -...._-. ___ :::...:......--- -- ............. - -_ - -_ - - - -- - - - I w i.......,...... : ^_ - 1:1 - ii , ! ! GEOGRAPHIC & CLIMATE DESIGN CRITERIA ... ... ... . .. .. w _.... . _.............................:.._.__.................. .. ............ o - ..! ..--- - -.:.:...:-:::..-.--:.-:---: .......... .-.:.:.:.::..::....:. --:.:..... _ -..._. - - - I ' II GROUND SNOW LOAD 45 ps1 0 _.. .... ..... ....-......__ .. .............._. .............-.........I...I....... ...... ..- .- WIND SPEED 130 MPf x .. . . ....-....... ................. ..............I.................._. ....-. .............................................................. ................I............1...... ..... ................................... ....... . - -. I'................................... ...__.... _...._._.._... __.._......._...................... . ..... . .. .......-... - . N CATATGORY 1 EQUAL EouAL -----;- _ _..... _ -- ___._.___...... ._..__,________ ______--__.__- ---__._-_-._-- -- !'I : SEISMIC DESIGN B --- �._.------------.-- --- - _ :: . (V 2 EGRESS ----,--------------------,_- --��--___---_----- __:,___-----..._.. -. --:._-- =------- :-_--._-.:-:-:__..___ - - .:_---..:-__.__-:.----_-- : ;j WEATHERING SEVERE -3/4 x11-7/8 LVL :_ ,_ __.... _._..... --._._..._.... - - - - --...--- - - --- - -..._._._._...._._. _.. - ....:............................_.... ....._....._..._......_- ..._._.._............__............................_.................... ----- ---- __.-- ----------- _ -------- --... _.._.._.. -- - - H _.: : .. FROST LINE DEPT 36" ® -__::_::__ -- --_-- - _ :_ - - . __ - - _ _ - - -------- - -- -- __ __ ___ ---- - - _--- SLIGHT TO MODERATE ----- - -- _.. _ . .. -- !-: ------------------- - - -- DECAY DERA \J .._..... '. .. ........�.T..- _. - _.................................... ... 1. ... .._....-..... ...... TEMPERATURE_.....__ _.... _._...._ .._.. . _............ .................... _..._ ...._...._ ......__... .. .._......... ... ._... WINTER DESIGN 11 0 :._::::...:....:._::.::.:: - ...._-:_.._ _7...............:::.................. =.-_. - _-7-1-....- ...--- ... - _ -------- _._ . - _ FLOOD HAZARD AS NOTED - -- --- -...---_._.-----------_____.__ _ -. ._.. _. .-. -- - --- ___..__ E BLUEST E STOOP O �- & STEPS I * ��A � -. fA W cr 2 `� 77006 ��\ z ��p��FESSIONP�� _ _ r..,.> / ..cam LL3 t 1i,\, h `\ 3'-5" -51.. 3'-9� -5"-- _ l 28'-0" 4 :1 WINDOW SCHEDULE DOOR SCHEDULE 77 R 4JT-, +Ts?Y.,.,.«.s..-, TYPE RO NOTES TYPE UNIT/RO NOTES - R=TM, -,Y; -,,.y ,7 OANDERSON 400 SERIES EXTERIOR ENTRY 1 HR FIRE RATED CW 235 4'-9"X3'-5-3/8" W/ SCREENS O 2'-6"x6'-8" ANDERSON 400 SERIES 6'-0"x 6'-11" W/ SLID. SCREENS TW 3046 3'-2-7/8"x4'-8-7/8" W/ SCREEN O FWG 60611E OSET © ANDERSON 400 SERIES 2'-0-5/8"x2'-0-5/8" W/ SCREEN O 3INTERIOREQ FLAT 2'-0"x6'-8" HARDWARE AS PER OWNER REV. 1 1 . 1 . 2 1 AW 21 REV. O ANDERSON 400 SERIES 5'-0-3/8"x2'-0-1/8" W/ SCREEN ® 3 EQ INTERIOR ATPASSAGE 2'-0"x6'-8" HARDWARE AS PER OWNER REV 2 2 , 2 1 O ANDERSON RSON 4 0 SERIES 3'-0-1/8"x5'-0-7/8" W/ SCREEN - EGRESS O 3 EQ.INTERIOR PANEL PASSAGE 2'-8"x6'-8" HARDWARE AS PER OWNER REV. . �J . 1 OANDERSON 400 SERIES (3) TW 210310 3'-0-1/8"x4'-0-7/8" �N/ SCREENS OANDERSON 400 SERIES INTERIOR PASSAGE FLOOR PLAN ND 3046 3'-2-7/8"x4'-8-7/8" W/ SCREENS O 3 EQ. FLAT PANEL 2'-0"x6'-8° HARDWARE AS PER OWNER H ANDERSON 400 SERIES 3'-0-1/8"x4'-0-7/8" W/ SCREENS INTERIOR PASSAGE 2'-8"x6'-8" HARDWARE AS PER OWNER 0 TW 210310 ® 3 EQ. FLAT PANEL SCALE AS NOTED JANUARY 202 1 ANDERSON 400 SERIES CLOSET BY-PASS J TW 2032 2'-2-1/8"x3'-4-7/8" W/ SCREENS O 3 EQ. FLAT PANEL 6'-0"x6'-8" 0 ANDERSON RSON 400 SERIES 5'-0-3/8"x2'-0-1/8" W/ SCREEN 1 EXTERIOR ENTRY INSUL. 1 ss' O 3'-0"x6'-8" HARDWARE AS PER OWNER '' OL ANDERSON 400 SERIES 3'-0-1/8"x5'-0-7/8" W/ SCREEN - EGRESS 1 ANDERSON 400 SERIES 1 V-9-3/4"x 6'-11" W/ SLID. SCREENS A102 (3) TW 210410 O FWG 12061 1-4 ANDERSON 400 SERIES 3'-2-7/8"x4'8-7/8" W/ SCREEN - EGRESS TART .00F ANDERSON3046 FLEX FRAME BASE OF TRIANGLE 2 O F 4 ermits draftingexpediting OGABLE END-FIXED 8'-01, APPROX. PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 PALMER RESIDENCE 460 ISLAND VIEW LANE GREENPORT N .Y. REV. 11 . 1 . 21 REV. 7 . 22 . 21 SCTM# 1000-53-06- 29 REV. 7 . 5 . 21 ZONE R-40 . 18 ACRES _ ELEVATIONS . 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F 0 ' ''"*'+*+ +*+**+ � : i I I . . _ ........�............I............&...&........ .........�.......'......... ............... . ......._... ....................... .................. .'__ . . : I 1 1 i I ' ' ; � � . : i i i i i � i I : L. ELEVATION TO BE 8.33' 1 i I - 1 I i � t 1 1 1 : I : ; ; I _____ _____l________.&_ _________ - ____ ----�-------------------------&--------�---,-"�--,-, ----------- -___ ___ - . 4 i i � I i � I I I— i FIN. FL. ELEVATION TO BE 8.3 3' � i - I I � I : : i . . I I i : : : ii : : : � : i lEt / i ; i : . . � I . : I � i I : : ''..--��--"��"--&--�----&----.&----�--�----�-�---.-------.-,-,- ______ I i j 1 � : : : 1 i 14 1 : � Ii I i I i I i � I : i i ! ; ; : 4 : 1 : : I— I _ - - - ____ ___ __ -------- : : I � i � - _', I - _'"__'_' i i i . : I I i � i : i � . � ; I I I i i p. : . ; i � i i i : : i ; : : . I z : i : i : i ; � : i ; p : : i ! I i : � i ii ; il ; z : I : : � f___ ______:�________... _ ______: � _� __ ___ : . 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