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HomeMy WebLinkAbout45397-Z �o��,oF souryo`o Town of Southold * * P.O. Box 1179 io 53095 Main Rd COUNn Nf� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47149 Date: 06/22/2026 THIS CERTIFIES that the building Single Family Dwelling—Additions/Alterations Location of Property: 954 Bell Hill Ave Fishers Island,NY 06390 Sec/Block/Lot: 9.-3-3 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: Pursuant to which Building Permit No. 45397 and dated: 10/29/2020 ` Was issued, and conforms to all of the requirements of the applicable provisions of the law. Tile occupancy for which this certificate is issued is: Additions and alterations, including garage conversion to bedrooms, deck extension and covered porch, to an existing single family dwelling as applied for. The certificate is issued to: Wendy Henderson Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: See Certification ELECTRICAL CERTIFICATE: 43174 & 45397 08/13/2019 & 08/30/2022 PLUMBERS CERTIFICATION: Matthew Klodnicki 08/20/2019 & 05/13/2026 Auth rized Signature Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY r This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval-of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. October 17, 2018 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 954 Bell Hill Avenue, Fishers Island House No. Street Hamlet Owner or Owners of Property: Wendy Crisp Henderson Suffolk County Tax Map No 1000, Section 009 Block 3 Lot 3 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ 50 Ap caOSignaiu4- ofsooryo TOWN OF SOUTHOLD BUILDING DEPARTMENT • SOUTHOLD, NY o�r�0(IN",� . BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45397 Date: 10/29/2020 Permission is hereby granted to: Renewal Date: 05/05/2026 Wendy C Henderson 37 Midwood Dr Greenwich, CT 06831 To: IN AMANDA'S DRAWER Construct additions and alterations to existing single-family dwelling as applied for. Replaces BP#43174 Premises Located at: 954 Bell Hill Ave, Fishers Island, NY 06390 SCTM#9.-3-3 Pursuant to application dated 10/29/2020 and approved by the Building Inspector. To expire on 05/04/2028. Contractors: Fees: Amendment Fee $2,524.00 Renewal Fee $1,489.50 Total $4013.50 Building Inspector TOWN OF SOUTHOLD SOFfoi�. BUILDING DEPARTMENT TOWN CLERKS 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#: 45397 Date: 10/29/2020 Permission is hereby granted to: Henderson, Wendy 37 Midwood Dr . Greenwich, CT 06831 To: Construct additions and alterations to existing single-family dwelling as applied for. Replaces BP# 43174 At premises located at: Bell Hill Ave., Fishers Island SCTM #473889 Sec/Block/Lot# 9:-3-3 Pursuant to application dated 10/29/2020 and approved by the Building Inspector. To expire on 413012022. Fees: PERMIT RENEWAL $165.00 Total: $165.00 Building nspector TOWN OF SOUTHOLD o�g11fF0�,y�,0 . BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . SOUTHOLD, NY �01 � Sao 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#: 43174 Date: 10/29/2018 Permission is hereby granted to: Henderson, Wendy 37 Midwood Dr Greenwich, CT 06831 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: Bell Hill Ave., Fishers Island SCTM #473889 Sec/Block/Lot# 9.-3-3 Pursuant to application dated 10/19/2018 and approved by the Building Inspector. To expire on 4/29/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $280.00 CO -ADDITION TO DWELLING $50.00 Total: $330.00 Buil ing Inspector pF SOUT��I 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q roger.riche rt(&-town.south old.ny.us Southold,NY 11971-0959 Q COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Henderson Address: 954 Bell Hill Ave City: Fishers Island St: New York Zip: 6390 Building Permit#: 45397 Section: 9 Block: 3 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BD Electric License No: 35821-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat oil Duplec Recpt 89 Ceiling Fixtures 55 HID Fixtures Service 3 ph Hot Water oil GFCI Recpt 11 Wall Fixtures 16 Smoke Detectors 9 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors 3 Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30a Emergency Fixture Time Clocks Disconnect 200a Switches 74 Twist Lock Exit Fixtures TVSS Other Equipment: 3-heat detectors, gas cook top, 30a electric oven, range hood, dish washer, washing machine and electric clothes dryer,5-paddle fans,4-bath fans, 17 ARC faultcircuit breakers. Notes: Inspector Signature: Date: August 30 2022 81-Cert Electrical Compliance Form.xls o�aoF so�ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roger.richert(a-town.southold.ny.us Southold,NY 11971-0959 COWm,a�' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Henderson Address: 954 Bell Hill Ave City: Fishers Island St: New York Zip: 6390 Building Permit#: 43174 Section: 9 Block: 3 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: SBA: BD Electric License No: 35821-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph 200a Heat oil Duplec Recpt 68 Ceiling Fixtures 11 HID Fixtures Service 3 ph Hot Water oil GFCI Recpt 10 Wall Fixtures 11 Smoke Detectors 8 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 45 CO Detectors 4 Sub Panel 1 A/C Blower Range Recpt gas Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches 92 Twist Lock Exit Fixtures TVSS Other Equipment: 1-range hood, 2-bath fans, 4-paddle fans,20-ARC fault circuit breakers Notes: Inspector Signature: Date: August 13 2019 81-Cert Electrical Compliance Form.xls Town 1140,S3M1 Main Road � Fax(631)7.65.1923_ P-A B"1179 y. Ted G32 76S-13d2 Soen4Nd;N$w Xoik 1 lg71��9Sii ;: '• ` L~',LI V + AUG 2 8 2019 W IN G]Dr;PAAItYMWT MWN ORSO TOLD. T CERTIFICATION Date: QC1 ?�of Building Permit No. Owner: �-77i) 6 �1 (please rint) Plumber: ��,� 1' . 4atL 1, (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. • ( lumbers Signature) Sworn to before me this 00 day of Q ,.r't 20_/,9_ >�,� cos�R•r Notary Public TLIv County JASON W.DRENA Notary Public-State of NewYork No.01DR6350454 Qualified in Suffolk County N,y Commission Expires November7,2020 Off' dG Town Hall Annex �y� Telephone(631)765-1802 54375 Main Road .� P.O.Box 1179 y x Southold,NY 11971-0959 w M AY 19 2026 �l BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: ! 3/a o a 6 Building Permit No. 9 Owner: a C) i fp A,k rfo A M �(P/lease print) f Plumber: / 6 Gtr L Din e(�t) )-0 0 C1 y� ) G�'; (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. r (Plumbers Signature) Sworn to before me this day of , 20 Alb r. Notary Public, St o c County � , Ry w r .MASON VJ.DRENi� Irk...rs Qualified in Suloll;County Notary Public-State of New Yoik C' G 4' ,ti _ No.OIDR6350454 y<•^'• '_ MY Commission Expires November 07,2028 �,�� ,;•4 ` 1 '``t �tiffFt bit. Q*so yo TOWN OF SOUTHOLD BUILDING DEPARTMENT • SOUTHOLD, NY ,a o��COUNTY.l1c� BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45397 Date: 10/29/2020 Permission is hereby granted to: Renewal Date: 05/05/2026 Wendy C Henderson 37 Midwood Dr Greenwich, CT 06831 To: IN AMANDA'S DRAWER Construct additions and alterations to existing single-family dwelling as applied for. Replaces BP#43174 Premises Located at: 954 Bell Hill Ave, Fishers Island, NY 06390 SCTM#9.-3-3 Pursuant to application dated 10/29/2020 and approved by the Building Inspector. To expire on 05/04/2028. Contractors: Fees: Amendment Fee $2,524.00 Renewal Fee $1,489.50 Total $4013.50 f Building Inspector 11 OF SObTyOI # TOWN OF SOUTHOLD BUILDING DEPT. °�ycourm N�' 765-1802 INSPECTION [ FOUNDATION 1ST [Vf"O'ROUGH PLBG. [ F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [vf'CAULKING REMARKS: Oe�z� DATES 3 / INSPECTOR ���-74 o�a0f SO�jyo # * TOWN OF SOUTHOLD BUILDING DEPT. `ycou 765-1802 INSPECTION . , [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INJIULgION `� [ ] FRAMING /STRAPPING [ FINA ..y ..•. ,. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INS ECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: i Coll, Coe 02 Cl DATE INSPECTOR-- OF SO�lyolo TOWN OF SOUTHOLD BUILDING.DEPT. `"cou►nv��` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN 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 REMARKS: �P lov DATE - INSPECTOR pF SOUI�o # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST [ } ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN 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 REMARKS: ' r DATE Z2- INSPECTOR OF SOGTy # TOWN OF SOUTHOLD BUILDING DEPT. 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: DATE � Ao AZ— INSPECTORZ�e , OF SOUlyO� # # TOWN .OF SOUTHOLD BUILDING DEPT. IOU 631-765-1802 INSPECTION [ '' I FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN 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: C2�ACO. DATE �� v2� INSPECTOR � 7 sam��gera|darch|te� i ;sE.Putnam Avenue,9234 oieenwich,CT OAS30 - 860-287a808 ' sam§sfa»cnel � "PA � A .y 2026 24 April 2O26 Mike Verity Town ofSouthold Town Hall Annex Building 54376 Route 25, P.C]. Box 1179 Southold, hJY11971 RE: Henderson Residence Fishers Island, NY SCTM# g-3 -3 Dear Mike, As part of the renovation project atthmHandersonResidonce, adenwmoconvertedintmabadroom, which added to the existing bedroom count. There were four bedrooms existing before the renovation. The converted bedroom was the fifth. To avoid any potential issues with the health department, itwas decided to decommission the fifth bedroom b« removing the door and creating a4'-6" wide opening tm the hallway. Subsequent to that—on the urging of the ovvnmr—the existing septic system was investigated to determine its size and condition. This work was directed by Shawn Pierce at BD, before his medical leave. The surveyor had done an as-built location plan mf the septic system but did not size the individual components. The contractor unearthed the leaching pools and found them to be8' in diameter. The septic tank was pumped and found to be 1,500 gallons. These components are adequatelyeizedforo five-bedroom system. Based on this information, the den was re-commissioned as a bedroom. A door to the hallway was added back. | have spoken with the people who performed this exploratory secticvvork, and | havenevievvednotes made at the time of the work. Tm the best mfmy knowledge and belief, | certify that the existing septic system is adequately sized for a five-bedroom house, based onhealth dept. requirements in effect at the time of the work. Further, I certify that the existing septic system is in good working condition. Please feel free to contact nnmif you have any questions. ' ox'ce/e/ sam fitzgerald architect IS E.Putnam Avenue,4234 Greenwich,CT W30 BW-287-3808 sarnq,,�sfapcnet APR 8 2026,A 2 27 April 2026 Mike Verity Town of Southold Town Hall Annex Building 54375 Route 25, P.O. Box 1179 Southold, NY 11971 RE: Henderson Residence Fishers Island, NY SCTM# 9—3—3 Dear Mike, I have inspected the construction work at the above referenced property. I certify that the insulation as installed meets or exceeds all minimum R-value requirements as outlined in the 2020 New York State Residential Code. Sincerely, SAM Fl GERALD AR WIT 1P(Q' C') Samuel N V. Fitzgera 1 NYS License 02939 4 0-02939 PN SAM FITZGERALD ARCHffECr PC 15 E.PU r"AVENUE,#234,GREENMCH,CT.06830 P;860.287.38081 P 631.788.71021 samCsfapcmt JA N - 9 2020 7 January 2020 Mike Verity Town of Southold Town Hall Annex Building 54375 Route 25, P.O. Box 1179 Southold, NY 11971 RE: Henderson Residence 954 Bell Hill Avenue Fishers Island, NY 06390 SCTM# 1000 — 009 —3 — 3 Dear Mike, I am very familiar with the construction at the above referenced property. I have made numerous inspections during construction. As best as can be ascertained, I certify that the foundation work, framing, caulking, strapping, plumbing, and insulation conform to all applicable building codes and standards. Please feel free to contact me if you'd like any additional information. Sincerely, SAM FITZGERALD - PC RED A9 cy�TF t �r a ' p Samuel W. Fitz r ,�I NYS License 02 ° 029399 pQ� of NO� -E Suffolk County Department of Health Services Office of Wastewater Management Health Reference Number DR 3 Yaphank Avenue, Suite 2C-Yaphank, NY 11980 AuC i�1`I �(6601)852-5700 or HealthWWM@suffolkcountyny.gov Bll1! �NG DEP-Certification of Existing Subsurface Sewage Disposal Tow;,„of soAlhd-rWater Supply Facilities For A Single Family Residence A. Property Information 1)Address of Residence: Street qs e1( *1W A11Z,- Hamlet +t Sko--_ -1-Slea zip 06:3 0© 2)Tax Map Number: District ^^ 606 Section_Block�—Lot(s) -3 3) Owner's Name LJZKog j4e&dU/o^ Phone 4) Client's Name (if different than owner) 5) Proposed changes in use (e.g., addition of apartment, bedrooms, office, etc.) ,rfl� B. Sanitary System Evaluation: ** Sanitary System(s) must be pumped out and physically examined by the certifying design professional. •1)Type of Water Supply: R Public Water ❑ Private Well-Provide copy of water analysis dated within one calendar year 2) Date of sanitary system pumping total gallons removed I!bo 3) Materials of construction of sanitary system ,'�Precast ❑ Block* *NOTE: Block pools are no longer accepted-sanitary system must be replaced 4) Size of Sanitary components*: Septic tank gallons iameter, or dimensions if rectangular l�effective depth Leaching Pools diameter effective depth _2 total number of pools *NOTE: Sanitary components must meet current standards for proposed use or upgradingwi wired. 5) Overall condition of sanitary components: acceptable ❑ unac E ARCh'iT (waste lines, drop tees, baffle walls, covers,septic tank,leaching pools) �\`V1 A M Certification: The results and recommendations found in this L D a report are based upon my evaluation and inspection of the :SN I '� above referen ad property and pumped out sanitary system: It M53y9 AP Name of Archit License Number 4a.0293�� Signature WVVf III I if 1A Date 3110 1 V7, Phone - Mailing Addres [f ZQ 11%- (ALO")N 4 Hamlet �,5 'S(�ry State zip g WWM-072(Rev.08/06) Page 1 of 2 't C. Recommendations And Results (Check applicable items): 1. Sewage System a. System(s)functioned properly at time of inspection and is adequate for the proposed use. b. System(s) is not adequate for the proposed use (explain and make recommendations in Section D below or attach a separate report). C. Other 2. Water Supply a. Water supply is adequate for proposed use (if private well, attach water analysis dated within one calendar year). b. Water supply is not adequate for proposed use (explain and make recommendations in Section D below or attach a separate report). c. �_Other (IS.e_ IS errs Pv�llL U_rCAAe_— syopt y D. Other Comments/Recommendations: uA .� ►A M AFFIX DESIG �s10 L RE �s N � o sA,9 0. 029V yo�� Disclaimer: This inspection report indicates the present condition of the private on-site subsurface sewage disposal system and water supply based on recommended inspection procedures. The results of this inspection do not guarantee or warranty future performance. The recipient of this report should discuss any deficiencies found by this inspection with the individual who prepared the report. WWM-072(Rev.08/06) Page 2 of Load Short Form Job. - -w r`ightso#t=' Date: Entire House By: BC Heating &Cooling Project Information Henderson zone 1, Bell hill ave Fishers Island,NY Design • • Htg CIg Infiltration Outside db(°F) 8 92 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD(°F) 62 17 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 26 21 HEATING EQUIPMENT COOLING EQUIPMENT Make Make AMERICAN STANDARD Trade Trade AMERICAN STANDARD Model Cond 4A7A40241-1000 AHRI ref Coil ABM244 AHRI ref 8244197 Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 870 cfm Actual air flow 870 cfm Air flow factor 0.028 cfm/Btuh Air flow factor 0.048 ofm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF OF) (Btuh) (Btuh) (cfm) (cfrn) Bath 40 324 115 9 6 Hall 2 20 602 204 17 10 Closet 35 130 50 4 2 Bed 4 143 2865 1705 79 82 Bath 4 64 2221 1249 61 60 Master bath 64 589 208 16 10 Master bed 180 6856 4708 189 225 Bed 3 100 1470 1137 40 54 Bed 2 156 3253 2405 89 115 Hall 51 321 116 9 6 Bed 1 272 5120 3214 141 154 Laundry/mudd 130 7661 2998 211 143 Bath 2 24 221 78 6 4 Boldrtallc values have been ma°uallyoverrldden Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. t �Wrig h tsofC"' 2019-Jun-13 15:13:03 � . ,�,,,�.,,�.,,.., --(M—, Right-Sulte9 Universal 19.0.07 RSU22838 page 1 l'e44 -ADocuments\Wrlghtsok HVAClbchendersonzonel.rup Calc=MJ7 Front Door faces: N Entire House d 1279 31632 18186 870 870 Other equip loads 0 0 Equip.@ 0.97 RSM 17640 Latent cooling 3871 TOTALS l 1279 I 31632 I 21512 I 870 870 Boldiitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. ti ai righlso#to 2019-Jun-13 15:13:03 f'� e.w�u Rig ht-SuIWO Universal 2019 19.0.07 RSU22838 Page 2 13+� ...DDocuments\WrightsoftNVAClbchendensonzonel.nip Caic=MJ7 FrontCoorfaces: N 1 N J Sheet 1 154 cfm Bed 1 �185 cfm Bath g Maste d I 113K113 Cr Hall rLaundry/muddHall _Qath 1 cfm cim I i6L9 �368 Crm Closet drn ® i IR4 Mast th ff il 54 Cfin cfin 16 m — - - -- --Kill crm Be_ 82 tB4 ofm Ctm -U AR �\\,t.tAM Job#: v Scale: 1 : 110 f Performed for: w,,� p Page 1 Henderson zone 1 tp n' RI ght-Suite®Unlvena3l 2019 19.0,07 RSU22838 Fishers island,NY �l 11Ja 399 T 029 2019-Jun-1316:13:28 q OF t`l htsoft HVAUfthendersonzonel.rup v Load Short Form Job: �DN -�- WI'�gf��saft Date: �Z7jrq Entire House By: S BC Heating &Cooling Project Informatior! For: Henderson zone 2,Bell Hill ave Fishers Island, NY Design Information Htg Clg Infiltration Outsidedb(°F) 8 92 Method Simplified Ins ide db(°F) 70 75 Construction quality Average Design TD(°F) 62 17 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 26 21 HEATING EQUIPMENT COOLING EQUIPMENT Make Make AMERICAN STANDARD Trade Trade AMERICAN STANDARD Model Cond WA40301-1000 AHRI ref Coil ABM304 AHRI ref 8244210 Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 1140 cfm Actual air flow 1140 cfm Air flow factor 0.031 cfm/Btuh Air flow factor 0.048 ofm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) TV room 196 6432 4893 199 234 Kitchen 180 1327 2365 41 113 Entry 160 7857 1874 243 90 Dining Room 240 12300 7994 380 383 Living room 256 8957 6697 277 320 Entire House d 1032 36873 23823 1140 1140 Other equip loads 0 0 Equip. @ 0.97 RSM 23109 Latent cooling 5910 TOTALS I 1032 I 36873 I 29019 I 1140 I 1140 Boldltalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. -Pp-wrdghtsoft" 2019-Jun-1315:31:07 ,�� .�.,•,.-. ._�.--,r, Rlght-Sulte(@ Universal 201919.0.07 RSU22838 Pagel "yti+4•R...ID°cumentslWrightsoft HVAClhchendersonzone2.rup Calc=MR Front Doorfaces: N 1 Sheet 1 160 cfm 16 cfm 191 cfm 191 cfm Living room Dining Room 512 cfm 234 cfm Kitchen R113 cfm E ry A cfm TV i oom ®•11 cfm 117cfm' N P/j- Job Scale: 1 :67 Performed for: '' Page-I Henderson zone 2 +r Right-Su ite®Unive rm 12019 Fishers Island,NY S1 3%, 0 3g Q 19.0.07 RSU22838 { 2019-Jun-13 15:31:26 a 0F Ned �1�"/ ..htsoft HVACtchendersonzone2.rup fib , FOUNDATION (1ST) -------------------------- 'FOUNDATION (ZND) fs� AN ADDITIONALlip Lod' — � DIP �A V � �AIWA0�w%?'��, ` �A TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health N/A SOUTHOLD,NY 11971 4 sets of Building Plans YES TEL: (631) 765-1802 Planning Board approval N/A FAX: (631) 765-9502 f'f Survey YES SoutholdTown.NorthFork.net PERMIT NO. C G Check YES Septic Form N/A N.Y.S.D.E.C. N/A Trustees N/A C.O.Application YES Q� R Flood Permit N/A Examined 20 1 [�) D Single&Separate N/A Storm-Water Assessment Form YES OCT 19 2018 Contact: Sam Fitzgerald Architect, P.10 Approved 20� Mail to:15 E. Putnam Avenue, #234, Disapproved a/c BUILDING ®� Greenwich, CT 06830 TOWN OF Phone: (860) 287-3808 Expiration ,20BV Bui ding nspector APPLICATION FOR BUILDING PERMIT Date October 17 , 2018 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) 15 E. Putnam Avenue, #234, Greenwich, CT 06830 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Architect Name of owner of premises Wendy Crisp Henderson (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 williedone: fe. 4,: 11,- r Avenue, Fishers Island, New York House Number Street Hamlet County Tax Map No. 1000 Section 009 Block 3 Lot 3 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residence b. Intended use and occupancy Residence 3. Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost b �i1 •� (;To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling ii> its on each floor N/A If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature'dnd extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 67'-2" Rear_67'-2" Depth 48'-2" Height 20'-0" Number of Stories 1 Dimensions of same structure with alterations or additions: Front 771-2" Rear 77'2" Depth 48'-2" Height 20'-0" Number of Stories 1 8. Dimensions of entire new construction: Front 10'-0" Rear 10'-0" Depth 20'-3" Height 16'-0" Number of Stories 1 9. Size of lot: Front 374' Rear 500' Depth 530' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-80 12. Does proposed construction violate any zoning law; ordinance or regulation?YES NO X 13. Will lot be re-graded?YES X NO Will excess fill be removed from premises?YES NO X 14.Names of Owner Wendy Crisp Henderson . Address37 Midwood Avenue, Greenwich CT (203) 984-7808 Name of ArchitectSam Fitzqerald Architect, PCAddr15 E. Putnam Ave., #234,_Greenwich CT 860) 287-3805 Name of Contractor-BD Restoration & _Address 1420 The Gloaming, Fishers Island, NY 06390 Remodeling (631)788-7919 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS`� Samuel W. Fitzgerald 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, etc.) Co� v4 �ec'Ex, of said owner or owners, and is duly authorized:to p@?f p6i'ha 0 p�gtorn ed the said work and to make and file this application; �7-• NAY that all statements contained in this application'are tfq�trj'lheobes+of hij knowledge and belief; and that the work will be performed in the manner set forth in the applicatioiefiW therw%ith.0 Sworn to/ 20 before me this ` s'G••° �.�;:�'.:� /-,7t day of dC�062�/ 1� °',.,cFC;K ��r�,% AS ON W.DRENA NinMany Pnl.',lic-S+ate of NewYork Notary Public Nc.01DR6350454 ., Signature o p icant Qualified in Suffolk County My Commission Exphes November7,2020 �SUFF94 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 • '� Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �'I� Date: --3: Company Name: /' G Name: r ` e— License No.: email: hroi,; Address: Phone No.: 3 —`7 — JOB SITE INFORMATION: (All Information Required) c Name: Address: 62 �o Cross Street:. Phone No:: 12&b s'7 Bldcg.Permit#: 'Y317 q email: Tax Map District: 1000 Section: o0c Block: 3 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: . - Is job ready for inspection?: )0y NO ough In Final Do you need a Temp Certificate?: YES /(0 Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION t O 6� OZO a� 82-Request for Inspection FormAs ci� J� Scott A.. Russell a°s ' ` S'7['O][bMWA TIER SUPERVISOR MANA GIEM]ENT SOITfHOLD TOWN HALL-P.O.Box 1179 0 �' 53095 Main Road-SOLJTFiOLD,NEW YORK 11971 0 Town of Southold l CHAPTER 236 - STORMWATER MANAGEMENT WORE SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES. .TM, PROJECT. INVOLVE .ANY .OF THE FOLLOWING. I Yes NO KMCK'ALL THAT APPLY) ❑Q A. Clearing, grubbing, grading or stripping of land which affects more than 51,000 square feet of ground surface. � [3x B, Excavan on or i111ng Inv olving more than 200 cubic yards of. material within any parcel or any contiguous area.. 130 C; Site preparation on slopes which :exceed 10 feet vertical rise to 100 feet of horizontal distance. (� OM D. Site preparation within 100 feet of wetlands, beach, bluff or coastal I erosion hazard area. ❑ x] E; Site preparation within the one-hundred-year f loodplain as;depicted On FIRM Map of any watercourse. E]Ex 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 I in-kind replacement of impervious surfaces. It'you enswered NO to all.of the questions.above,STOP! Complete the Applicant section below.v,VMyouur 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 sutirolt Two coops of.a Stormwater Managehnent.Control Plan -and a.eoinpleted Check IJst:Forn►to the Building.Department wltfi o4 Building Permit ApplWon.. . ... , .._... . . ..... .. .. ...... ....... .. . .. . .. . . . ... S. .T.M.C to APPUCANT: [Pro V Owner.Desrgri Nofesslonat Agent,Contractor;Outer) 1000 °a 009 3 3 10/17/2018 NAME: I j section Block Lot $60, Z�. 3$�� FOR BUILDING DEPARTMENT USE ONLY a c4nwn W"=tfm _ I Reviewed.$y: JA, J)IAJAAA i— — — — — — — — — — — — — — I Property Address/Location of Construction Work _ _ _Date — �I954 Bell Hill Avenue, Fishers Island, NY y' Approved for processing Building Permit: j Stormwater Management Control Plafi'Not Required. Stormwater Management Control Plan is Required I i j (Forward to Engineering Department for Reviewa : FORM " SMCP-TOS MAY 2014 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 C= Southold, NY 11971-0959 4A� o �o� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE,CONSTRUCTION.`.PRE-ENGINEERED WOOD CONSTRUCTION MEROR TIMBER CONSTRUCTION Dat8i October 17, 2018 Owner: Wendy Crisp Henderson Location of Property: 954 Bell Hill Avenue, Fishers Island, New York Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line), Floor framing, including girders and beams (F) X Roof framing (R) Floor and roof framing (FR) Signature:, T I r An Name (person submitting this form): ATILCO, Capacity(check applicable line): Owner Owner representative TrussReqMdocx Effective 1/1/2015 SAM FIIZGERALD ARCMECT PC 15 E.PUTNAM AVENUE,#234,GREENMCH,CT06830 P:860.287.38081 F.631.788.71921 samCsfapc.net LETTER OF TRANSMITTAL TO: FROM: Tracey Dwyer Sam Fitzgerald COMPANY: DATE: Town of Southold Bldg.Dept 10/18/18 PROJECT: 954 Bell Hill Avenue, Fishers Island RE: SCTM#1000—9—3--3 Permit Submission THE FOLLOWING IS BEING TRANSMITTED TO YOU: VIA: FOR YOUR: DRAWINGS ATTACHED lid FEDEX � APPROVAL ❑ LETTERS ❑ UNDER SEPARATE COVER ❑ USPS ❑ DISTRIBUTION ❑ PRODUCT DATA ❑ MESSENGER ❑ INFORMATION ❑ SAMPLES ❑ HAND DELIVERY ❑ RECORDS ❑ SHOP DRAWINGS ❑ REVIEW & COMMENT ❑ SKETCHES ❑ USE ❑ SPECIFICATIONS SUBMITTALS NO.OF COPIES DATE DESCRIPTION 4 10/17/18 PERMIT DRAWING SETS 4 5/7/2001 SITE PLAN PREPARED BY CME ENGINEERING 1 10/17/18 NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION 1 10/17/18 RESCHECK COMPLIANCE CERTIFICATE 1 10/17/18 APPLICATION FOR CO 1 10/17/18 BUILDING PERMIT APPLICATION 1 10/17/18 STORMWATER MANAGEMENT WORK SHEET V � \ ma REMODELING & RESTORATION INC. October 23, 2020 Town Of Southold Building Department Town Hall Southold ,NY 11971 Attn: Connie Please find a check in the amount of$ 165.00 for the renewal of building permit # 43174 for Wendy Henderson . The property is Bell Hill Ave Fishers Island NY 06390 map 1000 sect 9 block 3 lot 3. Regards, Shaw Shawn Pierce Project Manager BD Remodeling shawn ,bdrrusa.com 860-287-3176 rye: 9.7 U A, u'r THE GLOAMING,BOX 447,FISHERS ISLAND,NY 06390 TEL (631)788-7919 FAX (631)788-7192 D REMODELING & RESTORATION INC. 8/16/2022 Town Of Southold AUC '2 9 2022 Building Department ' BUILDIi\1G DEPT Attn: Mike Verity TOWIIJ OF SOUTH=LD Mike, Please see enclosed the certificate of existing sewage disposal system for the Henderson residence Permit4 for the final CO for this project. Please reach out with any questions . Regards, Shawn Shawn Pierce Project Manager BD Remodeling Fishers Island NY shawn@bdi-rusa.com Cell: 860-287-3176 Office: 631-788-7919 THE GLOAMING,BOX 447,FISHERS ISLAND,NY 06390 TEL (631)788-7919 FAX (631)788-7192 .4 � MONUMENT .�- O NOT RECOVERED Q en 0000 Q) 1 oo O U A� z w • v f��zit V cM U ~ \ O 00 00 p O 0000 c N/F HAY HARBOR CLUB, INC , N 3066.75 t ! � W W 2750.88 o y m MONUMENT ` NOT RECOVERED (Z cr G LA L {'� 5 '755� NOM- U U / U F 50' R 0 W, 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE EXISTING INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE STRUCTURE - PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR o EXCEEDS THE SCOPE OF THE ENGAGEMENT. U AREA = 2.06 t ACRES N `'` a 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, 2-7rt ~ V) UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, N/Fa TO ALTER AN ITEM IN ANY WAY. FURSE j w z _ a 3_) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S Q O LLJ U) x SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT / / U U- Q� OF THE LAND SURVEYOR. J w 0 / m 4.) SITE IS IN THE TOWN OF SOUTHHOLD, COUNTY OF SOFFOLK. t - - J j 0� o 0- w z f TAX MAP 1000, SECTION 009, BLOCK 3, PORTION OF LOT 3 1 / u; 5.) TOTAL AREA = 89,733 f S.F. (2.06 t AC.) ; EXISTING - ; / / th U -, t RESIDENCE lf 6.) COORDINATE DISTANCE ARE MEASURED FROM US COAST AND i �? I Q' J of Q GEODETIC SURVEY TRIANGULATION STATION "PROS". ' MONUMENT j a- � NOT RECOVERED Lli 1 � i ^? Ef) O MOMMENT NOT RECOVERED !1•$8 "� V I ---'_5rA `� '��'� �5�5. EXISTING ------ �`�. �� ��•00�' / Q� / // I --- --433`76' Il O¢� '�- gp Y25' �" ! > MONUMENT — — _ _ ------EXISTING------_ ,� -----•---F--�� —��...� � ` Lli NOT RECOVERED — -- — — i i MONUMENT MONUMENT N 2686.42 t__--- WAY _ NOT RECOVERED FOUND Ld W 3410.50 r' RIGHT OF ,� • S a S80'49'35 W ___ Q u'_ 453.50 t l' N 2716.68 40' / ------_ 0'49 35 E .' W 2880.72 0 2 ''Tr N � 23 N/F 't / ° 6• HIGH f Q RIGHT _ MONUMENT ° STOCKADE MARIE LEE GAILLARD OF .s� FOUND �` +� :if• WAY u� ----TOP OF Bic o FENCE �• 8K. 1583I=`� PG.91 n^ LEGEND 00 to 17, z o N r Q N DRILL HOLE (NOT RECOVERED) N/F NOW OR FORMERLY o 0 O W a � CERIIFlED BK. TOOKLu OUALiTY CONTROL CERTinCATION TO a 0 FA a w 0 J PETER 0. CRISP & EMILY R. CRISP, T.P.S. PG. PAGE D m o U ou L PROJECT MANAGER GROUP REVIEWED DATE ABSTRACT CORPORATION AND TICOR TITLE f%,%* SURVEY INSURANCE COMPANY IN ACCORDANCE WITH 40 20 0 40 DATE: MAY 7, 2001 ENVIRONMENTAL MINIMUM STANDARDS FOR TITLE SURVEY OF CIVIL NEW YORK STATE LAND TITLE ASSOCIATION GRAPHIC SCALE IN FEET SCALE: 1"=40' STRUCTURAL ARCHITECTURAL L SHEET_ 1 OF 1 1 - ---. . REScheck Software Version 4.6.5 Compliance Certificate Project Henderson addition Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 954 Bell Hill Avenue Wendy Crisp Henderson Sam Fitzgerald Box 624 37 Midwood Drive Sam Fitzgerald Architect PC Fishers Island, NY 06390 Greenwich,CT 06831 1420 The Gloaming Box 447 Fishers Island, NY 06390 (631)788-7919 sam@sfapc.net Compliance: trade-off Compliance: 5.0%Better Than Code Maximum UA: 40 Your UA: 38 Maximum SHGC: 0.40 Your SHGC: 0.32 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 1: Flat Ceiling or Scissor Truss 139 49.0 0.0 0.026 4 Wall 1:Wood Frame, 16" o.c. 285 20.0 0.0 0.059 14 Window 1:Wood Frame:Double Pane with Low-E 8 0.280 2 SHGC: 0.32 Window 1 copy 1:Wood Frame:Double Pane with Low-E 14 0.280 4 SHGC: 0.32 Door 1: Solid 20 0.460 9 Crawl 1: Solid Concrete or Masonry 125 0.0 15.0 0.057 5 Wall height: 4.7' Depth below grade: 3.1' Insulation depth:4.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed b ilding has been signed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory require ents lis 5ESc ec Inspection Checklist. Sk�uG. wl• �Ci trap. u h 1 Name-Title -I Sign, e Date Project Title: Henderson addition Report date: 10/17/18 Data filename: C:\UsersVames\Google Drive\Sync\60-000- Henderson\Henderson - Permit Page 1 of 9 Set\Henderson Reschack.rck R6a GENERAL NOTES 1. The contractor shall furnish and install all items unless otherwise noted. . 2. The contractor shall verify all dimensions and APPROVED AS NOTED job conditions. All discrepancies shall be DATE:N 4 B.P. 3 7 brought to the attention of the architect. The COMPLY WITH ALL COD16-MCFor shall be solely responsible for FEE: �� BY: NEW YORK STATE & TOW.q!'01 fipfhf� job site and obtaining all correct NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CON DIInt'orH5tfffor the completion of the contract. 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: °~ - ;�,,, -;; All dimensions locating exterior walls are 1. FOUNDATION - TWO REQUIRED to outside face of stud unless noted FOR POURED CONCRETE �`- ,v�"'''; „",,;i,U )r`' ot�vvise. 2. ROUGH - FRAMING & PLUMBING 'SIX ' Ebimensions locating interior walls are to 3. INSULATION 4. FINAL - CONSTRUCTION MUST RY.S.UEC— -- rough framing or centerline of rough BE COMPLETE FOR C.O. opening unless noted otherwise. ALL CONSTRUCTION SHALL MEET THE 3. In the event that certain details of the REQUIREMENTS OF THE CODES OF NEW construction are not fully shown or noted on PORK STATE. NOT RESPONSIBLE DESIGN OR CONSTRUCTION ERRORS. S OCCUPANCY OR the drawings or called for in the specifications, . raw USE IS U N LAB AEI F I y. their construction shall be of the same size and �. . .character as for similar conditions which are PLUMBER CERTIFICATION WITHOUT �'Lr'rp` I ` " ' shown or noted. ON LEAD CONTENT BEFORE OF 0CCUPAN0%( 4. The contractor agrees to assume sole and CERTIFICATE OF OCCUPANCY complete responsibility for job site conditions SOLDER USED IN WATER RETAIN STORM WATER RUNOFF during the course of construction of this SUPPLY SYSTEM CANNOT PURSUANT TO CHAPTER 236 project, including safety of all persons and EXCEED 2110 OF 1% LEAD. OF THE TOWN CODE. property. This requirement shall apply continuously and shall not be limited to normal working hours. The contractor further agrees to PLUMBING defend, indemnify and hold design professional ALL•PLUMBINE WASTE harmless from all liability, real or alleged, in '.&.WATER LINES NEED tY� 9 TESTING BEFORE COVERING connection with the performance of work on Addition to the Henderson Residence this project, excepting liability arising from the sole negligence of the design professional. 5. Only working drawings stamped"Issued for Construction"are permitted to be used for construction of this project. All other drawings AMR. NIL are obsolete and are not permitted on the job ' e I v ,�, nue site. Contractors using incorrect drawings are H m/ solely responsible for all work not performed in / accordance with the drawings issued for / ELECTRICAL construction. INSPECTION REQUIRED 6. Manufacturers installation instructions for all Fishers Island , products shall be kept on site by the contractor I for use by the owner. G-xr door 7. Contractor shall provide all tools, materials, 4A d C€!i €vor labor and equipment necessary to provide a / tcec,.'f v complete installation of the work described in 000 OC9 3 3 these drawings.rcquircd.. / 60' 1 TRUSS PLACAE�DING r1EQUIRED 8. Drawings are not to be scaled in the field. / FRONT YARDWritten dimensions take priority. / 9. General contractor and all sub-contractors shall be familiar with all drawings for project. J Information for all trades appears on sheets. / 10.Sam Fitzgerald Architect, PC (SFAPC) shall retain all copyrights, and all statutory and common law rights with regard to these plans EXISTING and the building design depicted in therein. RESIDENCE , Any reproduction, change or assignment to a • third party shall not occur without first obtaining PROPOSED/ `t r V U ) �- S I'VY1 (,v Q the consent of SFAPC. COVERED / Y a� PORCH ADDITION PROPOSED ONE- STORY A DON "'"E / SCOPE OF WORK PROJECT DIREC ORY 1. Newly-constructed one-stoy frame 1Z11 addition with crawlspace otroughly 142 OWNER: Sam Fitzgerald Architect, PC sq. ft. Wendy Crisp Henderson v 2. Newly-constructed frame covered porch 37 Midwood Avenue 0 of roughly 60 sq. ft. Greenwich, CT 06831 15 E. Putnam Ave.,#234 (203) 984-7808 Greenwich, CT 06830 860.287.3808 ARCHITECT: info®samfitzgeraldarchitects.com � S H E ET I N D EX Samuel W. Fitzgerald, AIA 25 R �- Sam Fitzgerald Architect, PC H T O WAY A0.0 SITE PLAN;PROJECT INFO;GENERAL NOTES 15 E. Putnam Avenue, #234 DRAWING REVISIONS A1.0 CONSTRUCTION DRAWINGS Greenwich, CT 06830 (860) 287-3808 A2.0 HIGH WIND DETAILS m RIGHT OF WAY w Q 5 R F Is, r CONTRACTOR: Z S T . BD Remodeling & Restoration, LLC Box 447 The Gloaming Fishers Island, NY 06390 DRAWING ISSUE Z (631) 788-7919 1 10/17/18 PERMIT Contact: Harland Frazier W Addition to I hereby certify that these plans were prepared under my direction and to the best of my knowledge and belief HENDERSON RESIDENCE conform to the applicable Building Codes and Ordinances. 954 BELL HILL AVENUE, FISHERS ISLAND,NY AM FAT TF� Sheet Title "%s-sf SITE PLAN; PROJECT INFO �SCALEE: E PLAN ` ° ( „ — 1 T�NO + 9 �O � 1� Date 10/17/18 1 -30 Samuel W. Fitzgerald � Date V Project 60-000 NY License#029399-1 Scale AOeO AS NOTED 3 I PER RAFTERS FOR (2) NO. 1 PT DOUG FIR A1.0 -------------- ---------'- WINDOW NOTES OVERHANG AS SHOWN 2X8 DROP BEAM. 791-811 c WINDOW / DOOR SE>CHEDULE 2x6 RAKE IN SECTIONS 1. Contractor to provide shop drawings for all windows for Architect approval. �_ I 8" CONC. SONOTUBE 2. Contractor to provide jamb extensions as required. BEAR NEW U_ v ' ON BF-20 FOOTING BY 2'-0 1/8" 4'-0" 3'-0" p q 0 p BEAR DECK � 3. Contractor to verifythe quantity and sizes of existing units. BEAM ON =o Z0 BEAM ON - BIGFOOT MIN.42 q g 2 1%"-r/" LVLs o �' ; PORCH BELOW GRADE OVER / / \ 4. Contractor to provide plywood structural panels for all windows D DOUBLE ID HANGE SS �, , � P p Yw P DROP BEAM. a- so SF ;�, 8" LAYER OF CLASS A POST INSIDE oo HANGER WITH I and glazed doors per 2015 IRC. N EQ EQ I GRAVEL LEVEL AND / \ \ BEAR NEW BEAM EXISTING ZD Z (4) 10d NAILS WINDOW SPECS ON DOUBLE 2X EXTERIOR MOUNT _ _____ COMPACTED BY HAND. o / POST INSIDE WALL HANGER TO ; - ----- ——— — — — —————— \ MANUFACTURER Andersen EXTERIOR WALL EXISTING � i \ I r- — — — ——— — — —— \ EXTERIOR FINISH Clad - Match existing exterior color FOUNDATION , ; _ I CUT NEW 24"WIDE INTERIOR FINISH Primed 2x6 OUTLOOKS WITH (8) ; i m I I OPENING 1N EXISTING \\ o / JAMB THICKNESS 4 9/16" --contractor to verify. @MIN. 16"O.C. TTN25134H \ / I BASEMENT WALL TO / MUNTINS NONE SCREWS 0 I CONNECT NEW ci I CRAWL SPACE TO / 2X8 OR 1%"-7%" \`� o ' '-41/2 _ I I EXISTING BASEMENT WINDOWS Unit models and sizes as noted. LVL HE p'y1 , ' I / GLAZING Insulated Low E-4 N o 2 LAUNDRY ROOM I 0 0 W i /M1 D SOOM I NEW CRAWL TEMPERED GLASS No tempered glass is required. � � o w A1,0 / EXTERIOR CASINGS NO casing, match existing by contractor. i ° i I SPACE OVER ANDERSEN ANDERSEN O U , ` o _ I 8" RAT SLAB CASEMENT C14 CASE MENT WINDOW HARDWARE FINISH TBD o z V � I C235 NEW MUDROOM DOOR TBD z , I -- - -- --- - 1 1,411 1 1-411 EQ E 10'-0" i ROOF RAMING PLAN FIRST FLOOR FRAMING PLAN 10'-0" O SCALE: = V-0" 9 SCALE: 1/4"= 1'-0" I MATCH EXISTING �, EXISTING TO REMAIN /4 1 6 i 2--) ADJACENT ROOF INSTALL BAFFLES AS NEEDED TO MAINTAIN A NEW CONSTRUCTION A 1,0 A T O I <1 6 SLOPE MINIMUM V AIR GAP UNDER THE ROOF SHEATHING. I f — �' NEW GABLE VENT TOP PLATE x AAA WITH WIRE SCREEN — ELEV.-8'-5"ABOVE SUBFLOOR --------- fix, 9 TIE CEILING JOISTS TO RAFTERS FIRST FLOOR PLAN FOUNDATION PLAN I WITH(5)16d COMMON NAILS PER TOP PLATE x " _ : y 7 1'-4" HEEL JOINT CONNECTION. SCALE: 1/4"= 1'-0" SCALE: 1/4"= V-0" ELEV. -8'-5" ABOVE SUBFLOOR NEW ROOF CONSTRUCTION DTT1Z BY SIMPSON STRONGTIE WITHIN 24"OF EACH ; ; 4X4 POST DOWN FROM ROOF BEAM TO DECK -ASPHALT SHINGLE ROOF WITH APPROVED SIDE ROOF BEAM ; ; CORNER OF DECK WHERE LEDGER EXISTS. FASTEN WITH ; BEAM.ANCHOR POST TO LOW BEAM WITH UNDERLAYMENT TO MATCH EXISTING BEYOND BEARS ON (6) SD#9X1Y" INTO JOIST AND 6"LONG 8" 0 LAG SCREW BCS2-2/4SS WITH (8) 10d NAILS INTO BEAM AND II -3/4" CDX PLYWOOD SHEATHING RTC44 POST CAP i s i i (6) 10d NAILS INTO POST.ANCHOR POST TO , , EXISTING FIRST FLOOR WITH / WASHER INTO MUDSILL. ROOF BEAMS WITH RTC44. FASTEN W/(16) 16d - ROOF RAFTERS , , _ — I� - R-49 MINERAL WOOL INSULATION MAIN ROOF BEAM MATCH EXISTING FIRST FLOOR HEIGHT ,,. „ i NAILS INTO BEAM (10) 16d NAILS INTO POST. -2X6 CEILING JOISTS @ 16" O.C. BEARS ON POST ' ' ' I FASTEN RIM JOISTS TO POST WITH (2) N -VAPOR RETARDER ANCHORS PER NOTES ON A1.0 i� � I SDWS2230ODB SCREWS PER JOIST. -GWB FOR PAINT T F NDATION . . .IOU _ = _ 4X4 PT POST DOWN FROM DECK BEAM NEW WALL CONSTRUCTION i i MATCH EXISTING FOUNDATION WALL I INSULATE CRAWLSPACE WALL = TO FOOTING. ANCHOR TO FOOTING WITH WITH MIN.R-15 SPRAY FOAM BEAR PT JOISTS ON TOP OF LEDGER WITH FULL PT s „ -EXTERIOR SIDING TO MATCH EXISTING I #5 HORIZONTAL BAR IN TOP COURSE BLOCKING BETWEEN JOISTS. TOENAIL EACH JOIST ABU44SS WITH / 0 ANCHOR EMBEDDED S I� -HOUSE WRAP i i INSULATION.EXTEND INSULATION 5" INTO FOOTING AND (12) 16d NAILS INTO Two Y"COATS OF TYPE"S"MORTAR FROM UNDERSIDE OF FLOOR TO TOP OF LEDGER WITH (3) 2%70.131 0 SS NAILS. POST. ANCHOR BEAM TO POST WITH 5/8"CDX PLYWOOD SHEATHING PARGING FINISHED TO MATCH EXISTING, V SHEATHING TO FLOOR AND AN EXTEND FLASHING FROM BEHIND SIDING OVER PT I -2 x 6's @ 16" O.C. W/MIN. R-20 NSULATION i i _—____— ADDITIONAL 24"FROM PERIMETER BLOCKING. BCS2-2/4SS WITH (8) 10d NAILS INTO ' ' #4 VERTICAL BARS @ 48"O.C. —I I I—III AT ALL EXTERIOR WALLS. BEAM AND 6 10d NAILS INTO POST. a VAPOR RETARDER � � — — — ( ) GWB FOR PAINT -III—III—III=1 I i i 1=1=1 11=1 11= 2 CONCRETE RAT SLAB 8"NOMINAL CMU FOUNDATION WALL —III—III—)I I=1 I 1—I " EXISTING FIRST FLOOR — — — — — _— ; --� 1=111=1 11=1 I I-1 W=1 I I—I 11=1 I I-I 2X8 PT LEDGER FASTENED TO FOUNDATION WALL #5 HORIZONTAL BAR IN MIDDLE COURSE — 1=1 11=1 I I—I 11=1 11=1 11=1 6 MIL VAPOR BARRIER ELEV. -MATCH EXISTING 1=111=1 I =_— 1=1 I I—I I I—I_I I WITH THD50700H6SS BY SIMPSON STRONGTIE @ 36" " DIRECTLY UNDER SLAB. O.C. AND 4" FROM ENDS STAGGERED VERTICALLY FIRST FLOOR ELEVATION 3/4 MIN.DIA.RIVER ROCK AROUND DRAIN I—III=1=1 11EE I IEE I I(=1 — OVERLAP JOINTS 6"AND PIPE WITH 18"MIN.COVER(EACH SIDE). III—III—III=1 I I—III=1 I I—III—III—) SEAL OR TAPE.EDGES TO AS SHOWN. SPACE LEDGER OFF CONCRETE WALL I =11=III=III=III=1 1=111=1 1=1 I I " 3 �� INSTALL FILTER FABRIC BEFORE BACKFILL. _ = I I=1 I(—I I(—III—III—III EXTEND 6 UP AND / WITH STACKED SS WASHERS. 1� NEW FLOOR CONSTRUCTION I " 1-1115 I ==1 11=1 I 1=1 I 1=—lI ATTACH TO STEM WALLS. • I 4 PERFORATED DRAINPIPE WITH HOLES =1 I I=)I1=1I I= 1=1 I 1=1 Sam Fitzgerald Architect, PC - FLOOR FINISH PER SCHEDULE 4 ORIENTED DN.SLOPE TO DRAIN. = I I=1 I I= " — — — — — — i-1 ►=1=1ii_111— o o DECK SECTION -3/4 PLYWOOD SUBFLOOR A1,0 $"CONC. SONOTUBE ON SLOPE TOP OF FOOTING WITH MORTAR. rri—i —I4 -2X FRAMING 16" O.C. I-1_I-1 I1=1I 1=1I SCALE: I" = V-0" 15 E. Putnam Ave.,#234 @ BF-20 FOOTING BY CONTINUOUS CONCRETE FOOTINGS -III—III=1 I I—III Greenwich,CT 06830 BIGFOOT MIN.42"BELOW WITH KEYWAY. PROVIDE(2)#4 BARS, II II_II I11111 111 111 =1I1=1 I ONE ON EACH SIDE OF FOOTING. _ _ — l I—I I 5"TAMPED FINE ED ARC 860.287.3808 GRADE OVER 8 LAYER OF :- I I=1 11=1 I I_ I I'_'I I—I l lI GRAVEL info�samfitrgeraldarchitects.com CLASS A GRAVEL LEVEL I =1 11=1 11=1 I I— I I 11=1 I I WELL COMPACTED B FOOTING Q �� `, AND COMPACTED BY HANDFRA7. 6 *—S ' i1=Il Il Il_i1i11i=Il lI lIi-1i 11i=IlIlIl i_T_1i Il—Il ll�i l I ii l=ii illliIi I iIl Il ii_lI—IlllI__i_i i1l l"lii1 ilI-1 Il—__�l l—IlIlIl i i iIllIlI—Ii I =III—=I I( D ADJACENT GRADEELEV.-MIN.42"BELOW LOWEST , i o. 29 � DRAWING REVISIONS I_lil BUILDING SECTION WALL SECTION L SCALE:: 1/2"= 1'-0" CAE.- = 1 DRAWING ISSUE 1 10/17/18 PERMIT OB / Addition to HENDERSON RESIDENCE BELL HILL AVENUE, FISHERS ISLAND,NY _ FIRST FLOOR FINISH FLOOR _ ELEV. 0'-0" Sheet Title CONST. DRAWINGS .� � - - - - J- - _' — _. — — — Date — — _ _ / 10/17/18 NORTHWEST ELEVATION SOUTHWEST ELEVATION SOUTHEAST ELEVATION Project 60000 Scale 3 SCALE: 1/4"= 1'-0" SCALE: = 11'-0" SCALE: 1/4"_0" AS NOTED HIGH WIND REINFORCEMENT DESIGN ACCORDING TO 2015 IRC REQUIREMENTS: (6) 1 Od NAILS INTO RAFTER WIND SPEED: 140 MPH 3 SECOND GUSTS WIND EXPOSURE CATEGORY: B SEISMIC DESIGN CATEGORY: B MEAN ROOF HEIGHT: 14 FEET SNOW LOAD: 20 PSF 0.97 ADJUSTMENT COEFFICIENT x x MAXIMUM ROOF SPAN: 19'-0" • • o o a ° o o x x STUD/RAFTER SPACING: 16" O.C. p MAX UPLIFT AT RAFTER CONNECTION: 244 LBS PER RAFTER MAX UPLIFT AT OUTLOOK CONNECTION: 415 LBS PER RAFTER ° ALLOWABLE UPLIFT PER SDWC15600 @ RAFTER-TOP PLATE: 615 LBS INTO 1 B NAILS ALLOWABLE UPLIFT PER SDWC15600 @ OUTL.00K-TOP PLATE: 615 LBS INTO BEAM ALLOWABLE UPLIFT PER LTS18 @ RAFTER-BEAM 720 LBS • ALLOWABLE UPLIFT PER RTC44 @ BEAMS-POST 1,760 LBS PROVIDE MAX. 1 " THICK •ALLOWABLE UPLIFT PER SDWC15600 @ STUDi-TOP PLATE: 590 LBS SPACERS AS NEEDEDSIDE ROOF MAIN ROOM TO BE FLUSH WITH ALLOWABLE UPLIFT PER SDWC15600 @ STUDi-BOT PLATE: 450 LBS BEAM BEARS BEAM BEARS DOUBLE TOP PLATE ALLOWABLE UPLIFT PER BCS2-2/4 @ POST-DECK BEAM: 780 LBS BE CAP ON POST ALLOWABLE UPLIFT PER ABU44SS @ POST-FCOTING: 2,200 LBS ALLOWABLE UPLIFT PER HTT4 @ CORNER STLDS-FOUNDATION 3,488 LBS RTC44 AT FREESTANDING CORNER LTS18 AT RAFTER TO PORCH BEAM, TYP. STANDARD REQUIREMENTS: POST TO BEAMS 1. ROOF SHEATHING: MIN. 1/2" PLYWOOD WITH 8D NAILS @ 6"O.C.AT PANEL EDGES AND 12" O.C. IN THE FIELD 2. EXTERIOR PLYWOOD SHEATHING: MIN. 1/2"'PLYWOOD WITH 8D NAILS @ 6"O.C.AT PANEL EDES AND 12" O.C. IN THE FIELD Optimal 22Y' lLh"Max 3. STRAP RAFTERS OVER RIDGE BOARD WITH 20 GA. RIDGE STRAP AND(4) 1 Od BOX NAILS PER RAFTER 10' 0' 4. SEE NOTES ON DRAWINGS FOR ADDITIONAIL REQUIREMENTS. 30, Y"Max SDWC15600 SDWC15600—/ OUTLOOK TO DOUBLE TOP PLATE RAFTER TO TOP PLATE CONNECTION, CONNECTION, TYP. ALL OUTLOOKS AT TYP. ALL RAFTERS GABLE END Optimal 22Yz' 10' 0' 30• Bottom plate Subfloor SDWC15600 at single 3" +/— 1/4" bottom plate over wood floor SDWC15600 RIM joist / Blocking DOUBLE TOP PLATE TO STUD CONNECTION STUD TO BOTTOM PLATE CONNECTION Sam Fitzgerald Architect, PC HTT4 WITH (18) SD #10 X 12" INTO 15 E. Putnam Ave.,#234 2X6 STUD AT BUILDING CORNERS Greenwich,CT 06830 860.287.3808 y8" 0 ANCHOR IN SIMPSON info@samfitzgeraidarchitects.com 0 STRONG-TIE SET EPDXY ADHESIVE, ° HTT4 EMBED MIN. 10%" INTO CONC. o° 0 0 DRAWING REVISIONS 2" 0 DOUBLE ZINC DRAWING ISSUE COATED ANCHOR BOLTS 1 10/17/18 PERMIT WITH 3" x 3"x%" WASHER @ 48" O.C., AND 12" MAX FROM EACH CORNER AND END OF EACH PIECE OF ': . MUD SILL. 7" MIN, DEPTH OF ANCHOR BOLTS INTO CONCRETE. Addition to #5 Reloar HENDERSON RESIDENCE 954 BELL HILL AVENUE, FISHERS ISLAND,NY V eo AR/- JACK STUD TO FOUNDATION AND MUDSILL TO FOUNDATION CONNECTION ��5 ����Aa1 Fir �o \ �A Sheet Title `: a * HIGH WIND DETAILS (P Date T N0.0293g9�q 10/17/18 Project fflk 60-000 Scale 11 NOTED A& 00 GENERAL NOTES 1. The contractor shall furnish and install all items unless otherwise noted. 2. The contractor shall verify all dimensions and job conditions. All discrepancies shall be A EI re� brought to the attention of the architect. The LP contractor shall be solely responsible for l visiting the job site and obtaining all correct information for the completion of the contract. a. All dimensions locating exterior walls are to outside face of stud unless noted otherwise. b. Dimensions locating interior walls are to rough framing or centerline of rough opening unless noted otherwise. 3. In the event that certain details of the construction are not fully shown or noted on the drawings or called for in the specifications, their construction shall be of the same size and character as for similar conditions which are shown or noted. 4. The contractor agrees to assume sole and complete responsibility for job site conditions during the course of construction of this project, including safety of all persons and property. This requirement shall apply continuously and shall not be limited to normal �� ■ •� Im �� 1, r_ r_." working hours. The contractor further agrees to " 7 defend, indemnify and hold design professional harmless from all liability, real or alleged, in 3 connection with the performance of work on Addition to the Henderson Residence this project, excepting liability arising from the sole negligence of the design professional. 5. Only working drawings stamped "Issued for Construction" are permitted to be used for construction of this project. All other drawings �= are obsolete and are not permitted on the job site. Contractors using incorrect drawings are VO4 b %4fll Hill AVelluu solely responsible for all work not performed in .— accordance with the drawings issued for construction. —� i I ■ 6. Manufacturers installation instructions for all i ishers IslaInd products shall be kept on site by the contractor Ifor use by the owner. 7. Contractor shall provide all tools, materials, / labor and equipment necessary to provide a complete installation of the work described in 1000 009 — 3 - 3 these drawings. \ 60, 8. Drawings are not to be scaled in the field. I FRONT\ YAR Written dimensions take priority.O 40 9. General contractor and all sub-contractors shall / be familiar with all drawings for project. \ J Information for all trades appears on sheets. PROPOSED 10.Sam Fitzgerald Architect, PC (SFAPC) shall \ DECK EXTENSIONS retain all copyrights, and all statutory and \ common law rights with regard to these plans EXISTING �v and the building design depicted in therein. RESIDENCE Any reproduction, change or assignment to a \ third party shall not occur without first obtaining \ PROPOSED the consent of SFAPC. COVERED / PORCH ADDITION \ PROPOSED ONE- / v ADDITION RAME SCOPE OF WORK PROJECT DIRECTORY 1. Newly-constructed one-story frame addition with crawlspace of roughly 142 OWNER: Sam Fitzgerald Architect, PC cc sq. ft. Wendy Crisp Henderson ; 2. Newly-constructed frame covered porch 37 Midwood Avenue of roughly 60 sq. ft. Greenwich, CT 06831 15 E. Putnam Ave.,#234 114 3. Newly-constructed deck extensions. (203) 984-7808 Greenwich, CT 06830860.287.3808 4. 75% renovation of the interior ARCHITECT: info@samfitzgeraldarchitects.com � S H E ET I N D EX Samuel W. Fitzgerald, AIA 2 5 -� Sam Fitzgerald Architect, PC T O F A0.0 SITE PLAN;PROJECT INFO;GENERAL NOTES 15 E. Putnam Avenue, #234 DRAWING REVISIONS WAY A1.0 CONSTRUCTION DRAWINGS FOR ADDITION Greenwich, CT 06830 (860) 287-3808 A1.1 PROPOSED FLOOR PLAN FOR PERMITAMENDMENT mI G H T O F WAY A2.1 PROPOSED EXTERIOR ELEVATIONS 2 5 R F S T A3.0 BUILDING SECTION, FRAMING DETAILS CONTRACTOR: Q Z S T . BD Remodeling & Restoration, LLC Box 447 The Gloaming Fishers Island, NY 06390 DRAWING ISSUE Q Z (631) 788-7919 1 10/17/18 PERMIT Contact: Harland Frazier 1 12/14/21 PERMIT AMENDMENT 3 04/27/26 PERMIT AMENDMENT v v Addition to t) AF?c_S_ I hereby certify that these plans�A and to the best of my knowledge and belief H E N D E RSO N RESIDENCE conform to the applicable Buildir, IC:1 es,nr3o, rdina7es' 954 BELL HILL AVENUE, FISHERS ISLAND, NY A q 1� Sheet Title 4 nQa Q 0. � r�i_^' SITE PLAN; PROJECT INFO SITE PLAN 1 Date 12/14/21 no SCALE: 1" = 30' Samuel W. Fitzgerald Z Date Project 6o OOo Alk; V NY License#029399-1 Scale AS NOTED i 3 TAPER RAFTERS FOR (2) NO. 1 PT DOUG FIR 3 ' WINDOW NOTES OVERHANG AS SHOWN 2X8 DROP BEAM. A1.0 i-------------- ------ - ----- CL t� 7 9 8 WINDOW / DOOR SCHEDULE WINDOW RAKE IN SECTIONS , 11 - 41 1. Contractor to provide shop drawings for all windows for Architect approval. of , 0 8 CONC. SONOTUBE 2. Contractor to provide jamb extensions as required. BEAR NEW v BEAR DECK i ON BF-20 FOOTING BY 2'-0 1/8" 3'-0 1/8" ; BIGFOOT MIN. 42" 3. Contractor to verify the quantity and sizes of existing units. 2 1� "-7� " LVLs BEAM ON Q � BEAM ON PORCH BELOW GRADE OVER ( ) / / DOUBLE 2X4 U) HUC26-2SS � l 60 SF / 4. Contractor to provide plywood structural panels for all windows DROP BEAM. POST INSIDE °L oo HANGER WITH i rO 8" LAYER OF CLASS A and glazed doors per 2015 IRC. BEAR NEW BEAM EXISTING z N (4) 10d NAILS EQ EQ I GRAVEL LEVEL AND / WINDOW SPECS ON DOUBLE 2X EXTERIOR MOUNT COMPACTED BY HAND. / POST INSIDE WALL HANGER TO ; - ----- r- — — — o MANUFACTURER Andersen EXTERIOR WALL EXISTING 00 WASHER _ I r — — — - -- - - - - EXTERIOR FINISH Clad - Match existing exterior color FOUNDATION ii _ I CUT NEW 24"WIDE \ o INTERIOR FINISH Primed 2x6 OUTLOOKS WITH (8) i w i I i OPENING IN EXISTING @ MIN. 16 O.C. TTN25134H , t„ W DRYERI I BASEMENT WALL TO JAMB THICKNESS 6 9/16 contractor to verify. NO.1 DOUG FIR 2X10 CREWS " ' LEI I CONNECT NEW MUNTINS NONE JOISTS @ 16" O.C. I I I CRAWL SPACE TO 2X8 OR 1%"-7%" 2'-2 1/2" ( EXISTING BASEMENT WINDOWS Unit models and sizes as noted. o CENTER WINDOW ° LVL HEADER c) ON HALLWAY — - - - --�- o / GLAZING Insulated Low E-4 N o 2 LAUNDRY ROOM M TEMPERED GLASS In door only CE A1,0 0 --� /MUD ROOM I ( NEW CRAWL / EXTERIOR CASINGS NO casing, match existing by contractor. (D 123 SF i I SPACE OVER 0 W I 8�� RAT SLAB HARDWARE FINISH TBD 0 � i ----- _ O O O Q ----- _ ---- z � ANDERSEN ANDERSEN CASEMENTC14 FWH31611 L_ - - - - - - - - - - - - r- ------- -- -------- L--- 2-11 1/2" 10'-0" ROOF RAMING PLAN FIRST FLOOR FRAMING PLAN 10'-0" 10 SCALE: 114" = 1'-0" SCALE: 1/4" = 1'-0" EXISTING TO REMAIN ' o MATCH EXISTING 1 6 ADJACENT ROOF INSTALL BAFFLES AS NEEDED TO MAINTAIN A NEW CONSTRUCTION A 1.0 A 1,0 A6,1 SLOPE MINIMUM V AIR GAP UNDER THE ROOF SHEATHING. _ NEW GABLE VENT I WITH WIRE SCREEN _ TOP PLATE _ X ELEV.-8-1 ABOVE SUBFLOOR � � TIE CEILING JOISTS TO RAFTERS FIRST FLOOR PLAN FOUNDATION PLAN I j) WITH (5) 16d COMMON NAILS PER N 1'-4" HEEL JOINT CONNECTION. SCALE lA = 1'-0" SCALE: 1A = 1'-0" _ TOP PLATE X " "x x ELEV. -8'-1" NEW ROOF CONSTRUCTION DTT1Z BY SIMPSON STRONGTIE WITHIN 24" OF EACH ; 4X4 POST DOWN FROM ROOF BEAM TO DECK ABOVE SUBFLOOR I ' I - ASPHALT SHINGLE ROOF WITH APPROVED CORNER OF DECK WHERE LEDGER EXISTS. FASTEN WITH ; BEAM. ANCHOR POST TO LOW BEAM WITH UNDERLAYMENT TO MATCH EXISTING SIDE ROOF BEAM (6) SD #9X1%" INTO JOIST AND 6" LONG %8' 0 LAG SCREW BCS2-2/4SS WITH (8) 10d NAILS INTO BEAM AND - 3/4" CDX PLYWOOD SHEATHING BEYOND BEARS ON EXISTING FIRST FLOOR Z WITH 4"WASHER INTO MUDSILL. (6) 10d NAILS INTO POST. ANCHOR POST TO ROOF RAFTERS RTC44 POST CAP ROOF BEAMS WITH RTC44. FASTEN W/(16) 16d - ; — —- IR-49 MINERAL WOOL INSULATION MATCH EXISTING FIRST FLOOR HEIGHT NAILS INTO BEAM, (10) 16d NAILS INTO POST. -2X6 CEILING JOISTS @ 16" O.C. MAIN ROOF BEAM ANCHORS PER NOTES ON A1.0 I � BEARS ON POST � � FASTEN RIM JOISTS TO POST WITH (2) ' - VAPOR RETARDER , SDWS22300DB SCREWS PER JOIST. I - IGWB FOR PAINT — T/FOUNDATION � � f - 4X4 PT POST DOWN FROM DECK BEAM NIEW WALL CONSTRUCTION MATCH EXISTING FOUNDATION WALL INSULATE CRAWLSPACE WALL TO FOOTING. ANCHOR TO FOOTING WITH BEAR PT JOISTS ON TOP OF LEDGER WITH FULL PT 5 - IEXTERIOR SIDING TO MATCH EXISTING #5 HORIZONTAL BAR IN TOP COURSE I WITH MIN. R-15 SPRAY FOAM INSULATION. EXTEND INSULATION _ BLOCKING BETWEEN JOISTS. TOENAIL EACH JOIST ABU44SS WITH „ 0 ANCHOR EMBEDDED 5 I - HOUSE WRAP i TWOY4"COATS OF TYPE'IS" MORTAR FROM UNDERSIDE OF FLOOR TO TOP OF LEDGER WITH (3) 2%"X0.131 0 SS NAILS. 5 INTO FOOTING AND (12) 16d NAILS INTO A 1.0 11 - 5/8" CDX PLYWOOD SHEATHING ; PARGING FINISHED TO MATCH EXISTING. SHEATHING TO FLOOR AND AN EXTEND FLASHING FROM BEHIND SIDING OVER PT POST.ANCHOR BEAM TO POST WITH 1 - '2 x 6's @ 16" O.C. W/ MIN. R-20 NSULATION ; ; _ _ _ — _ — BLOCKING. BCS2-2/4SS WITH 8 10d NAILS INTO �—�— �i= — e ADDITIONAL 24 FROM PERIMETER ( ) #4 VERTICAL BARS @ 48"O.C. =1 I I=1 AT ALL EXTERIOR WALLS. °• BEAM AND (6) 10d NAILS INTO POST. -)VAPOR RETARDER -111=1 111=1 I I-1 I III I-1 11=1 I I-1 I I— - (GWB FOR PAINT 8"NOMINAL CMU FOUNDATION WALL —II -1 11=1 11=1 11=1 11=1 2"CONCRETE RAT SLAB _ G FIRST FLOOR EXISTIN 1=1I1=1 I1=1I1=1I1=1 I1=1 11=1 11=1 I 2X8 PT LEDGER FASTENED TO FOUNDATION WALL ELEV. - MATCH EXISTING — #5 HORIZONTAL BAR IN MIDDLE COURSE — I I=1 1=1 11=1 I 1=1 I I=11 I—I 6 MIL VAPOR BARRIER 1=III=11 —__= -111I-1I1=1I I WITH THD50700H6SS BY SIMPSON STRONGTIE @ 36" =1I1=1I II-1I_I—III—I = _ DIRECTLY UNDER SLAB. O.C. AND 4" FROM ENDS, STAGGERED VERTICALLY FIRST FLOOR ELEVATION I I 3/4"MIN. DIA. RIVER ROCK AROUND DRAIN 1=1 I1=11!—I 11=1 I!—I(1=1 I I- -- OVERLAP JOINTS 6"AND PIPE WITH 18"MIN. COVER(EACH SIDE). II I II II I Ill II II 11 II I I) II 11 II I II 111 I II I II I II SEAL OR TAPE. EDGES TO AS SHOWN. SPACE LEDGER OFF CONCRETE WALL INSTALL FILTER FABRIC BEFORE BACKFILL. __ — 1-111=1 11=1 11=1 I 1=1 I I- EXTEND 6" UP AND 4"WITH STACKED SS WASHERS. ' 1-I I I-1 I I—_1 I EI 11=I I I=11 NEW FLOOR CONSTRUCTION I 4"PERFORATED DRAINPIPE WITH HOLES =I I II—I II=11I 1=111-1 ATTACH TO STEM WALLS. Sam Fitzgerald Architect, PC ORIENTED DN.SLOPE TO DRAIN. —� —_ I=1 I I— — o DECK SECTION - FLOOR FINISH PER SCHEDULE 4 -%=i I I=I I —_=1 11= -S/4" PLYWOOD SUBFLOOR A L O - - - - - —' —1 I I-1 I SLOPE TOP OF FOOTING WITH MORTAR. —': ��1) AN, 8" CONC. SONOTUBE ON = I1=1I1= I1= I SCALE: = 1'-0" �J 15 E. Putnam Ave., CONTINUOUS CONCRETE FOOTINGS -III=1111EI I I=1I I ���P7 r r F -2X FRAMING @ 16" O.C. ' r #234 BF FOOTING BY WITH KEYWAY. PROVIDE(2)#4 BARS, �? �� ' �' Greenwich, CT 06830 I=1 I I=.III=1 I I— BIGFOOTMIN. 42 BELOW =III_-1I II=III=1 -III=III v w� �+ 860.287.3808 5 TAMPED FINE ONE ON EACH SIDE OF FOOTING.- - - -_ — - I —I r.'rt '1 ,� r �'; info0samfitz eraldarchitects.com GRADE OVER 8 LAYER OF =III=!III-111- .II1=1I1=1II GRAVEL I—I 11==1 I I—I I 8 9 k. CLASS A GRAVEL LEVEL — WELL COMPACTED n B/FOOTING =1 11=1 I11=1I 1= I I 11=1 I *"IM"MA * hw AND COMPACTED BY HAND. — „ — — =1 — - — t o ELEV.-MIN.42 BELOW LOWEST =1 I I1=1 t 11=1 1=1 1-1 I I-�`:� -1 I 1-1 I 1=1 I G I �r��, gyp• ADJACENT GRADE 1—III=1I 1=11 I— III _ 11!=11!=1 I r t III—I I I I=1 I=1 I- 1 = =1 11=1I=111=1 1=1 11= 111=1 11=1 =1 ==I I —111=111 I=t _� I=� —III=� ' ' DRAWING REVISIONS Br I UILDIING SECTION WALL SECTION 6 SCALE: 1/2"' = V-0" 5 SCALE: 1" = V-0" NEW LAUNDRY ROOM Z7 � _ EXISTING WINDOW MOVED WINDOW TYPE 'A' SASH TO FROM PREVIOUSLY MATCH GLASS SIZE OF FRONT EXISTING HALL BATHROOM BEDROOM SIDE WINDOW DRAWING ISSUE 1 10/17/18 PERMIT 2 11/30/18 CONSTRUCTION 3 04/27/26 PERMIT AMENDMENT ` TO MATCH EXISTING O Addition and Renovation to the DINING ROOM 0, EXTERIOR DOOR HENDERSON RESIDENCE BELL HILL AVENUE, FISHERS ISLAND, NY _ FIRST FLOOR FINISH FLOOR _ ELEV. 0'-0" Sheet Title CONST. DRAWINGS Date - J— 12/14/21 NORTHWEST ELEVATION SOUTHWEST ELEVATION SOUTHEAST ELEVATION Project o� A1 ,00 ' 2 SCd1e AS NOTED 3 SCALE: 1/4" = 1'-0" " - ' " 1 SCALE: 1/4" = 1'-0" SCALE: - 1 -0 PERMIT REVISION NOTES 1. All construction conforms and complies with the 2020 State Building Code of New York. 4 x 5 VENT THROUGH ROOF. 2. All bedroom windows are existing to remain. Egress windows as noted on the plan comply with egress requirements at the time the house was constructed. z' 3.There is no structural work to the existing house except as highlighted on the plan in yellow. MASTER 2' BATH y 4. Smoke detectors are noted on the plan as ; carbon monoxide detector as CO `""sD TUB LAV W.C. 5. All new non-structural partitions are constructed with 2x4's @ 16" o.c. with 1/2" drywall each side. 4x5VENT ooR THROUGH ROOF. 1S�F� BATH 4 These walls are highlighted in green. NEW 36"HIGH CABLE RAIL FWG160611* 4 ,5�01 �G�O 1' 1-1/2 2- SYSTEM ON EXISTING AND ' /2 A 1,0 BEAR DECK ,-„Z. ��'" � 6. Area of new addition As highlighted in orange. See sheet A1.0 for structural details. NEW PORTIONS OF DECK. ---.� EXTENSION KITCHEN uv TUB P.T. (2) 2 x 10's 1 ON NEW CONIC, t,n z BATH t Z. BATH2 LAV PIER. SEE SPEC TUB 1-1/2' 3' SINK I 3 I I V W.c71A1.0 W�. ,-,/z� uv . uv II z IISHWR EXISTING DN 0 LAUNDRY CN SINK INTO EXISTING 1- TIE ALL NEW WASTE AND SEPTIC SYSTEM I I d VENT PIPING INTO EXISTING SEWER LINE ------------------------------------------------ I I EXISTING I I DECK EXTEND INTO EXISTING DECK SEPTIC SYSTEM NEW SLIDING DOOR I I r ANDERSENFWG160611 I I 18'-8"LONG HEADER OF PLUMBING RISER DIAGRAM EXISTING I I ' (6'-11 y"R.O. HEIGHT) I I (3)11Yc"XlY4"LVLs OVER EXISTING WINDOW MOVED ----. _-------------------- - EGRESS-- -----� i I I---_----- -------------- i i ' _NEWOPENING_SEE _ __ ____ 9 --- -- -- SCALE: NONE FROM PREVIOUSLY _____ W I N DOW ' 15'-9 3/4" R. STRUCTURAL DETAILS EXISTING HALL BATHROOM i I I1 < I ' nA - ---------- --------- - - ---_ 3 � '�"_J BATH N Nt M 4'-5 1/2" DINING ROOM EXISTING S TO l ) C? I* R.Q. TO INT. REMAIN I � E IIE ROOM 1 ? coLIVING ROOM i i i F AMING 235 SF E311 E3 °J 39 SF ------ II ao 10'-11" 283 SF 3 III 1 4'-11" A1,0 -------------- ---v — ❑ �-�U Crn I f I i EXISTING TO REMAIN4N N EXITING NEW CONSTRUCTION 16'-3" i -------� 15-115/8" 24'-1 1/4" -EGRESS ---------------- U PORCH BEDROOM 1 Cn i 60 SF IT 181 SF I U-) ------------------------------------------ V------ _� '-41/2" 3'-1" T� CLR I SD I i f EF. I ---- ---- zt j L I t - ---------------------, = -- __ __ _ � - I COFF IE !� ; i -1 t. I Sam Fitzgerald Architect, PC N - - - - AREA TRASH O DW i MW 1 1 I DRAWER' v DRYER �I ——————— ----- -- ------- --------- --------- I 1 18, O .., - ` -11, I - I Ur, o KITCHEN I = � #234 BATH ROOM 2 I 1 -- .-_� 15 E. Putnam Ave., ' �' '1' I I NEW RIDGE BEAM.SEE SHT I I I �I 50 SF 199 SF ; �r-- Greenwich, CT06830 wAHER c=, ,_ „ DN I i A3.0 FOR FRAMING DETAILS _ I , ' 10 6 . I i FREEZER -- ---------------------------------- --- 60.287.3808 I ' w -_-- - - - co MASTER ' m 30'" 0 30"DOOR z I � I --i...-C=_ coM I info�samfitzgeraldarchitects.com ------ ' AUNDRY ROOM REF J BEDROOM o _ CO 16-4 15-11 MATCH 2-1 r � 207 SF O /MUD ROOM ;o ; 12'-2 3/4" BASEMENT 2 � 123 SF _ � � "' D ; ; � 3 ----------------------------- Cl) o FOYER DOOR N A1,0 0 ; -- i M ---- ------ i�i i�i KIN BED DRAWING REVISIONS I ° coN ° �? 5-2 ALIGN 1/2 SD 9'-51/2" § , -0 7/8" _ °I _�5-0 I I aaaa ODl CM ��{�_ M' 11 11 17'-9 3/4" [.) AI ' ------------------- --- --- = _-- SD - _ -- _--- 8'-11° of 42"TALL BUILT-INN I �.1aP,1 F� F� ____ __ _______ I°I NEW VANITY AND FAUCETS. � '�, , REDESIGN BUILT-IN O ; r� lai DRESSERS NEW MIRRORED WALL BEHIND '► ? �, 'R° �'�n ' - SHELVES IN THESE CLOSETS 9-8112 EXISTING SD M EXISTING MEDICINE CABINETS. 1 V-31/4" DEN SKYLIGHT s ' �oo� 3.0 DOOR_ N ----__ f .Y q ft, I I TO REMAIN '_ ' 5'-3112" 06 SF — - - ! C BEDROOM 2 -_ — -- -- -------�-- ---------- ---- 3 0 N 2'11 3l4" I I +�'j �• 0?�3, G d --- ---------- -- ----- �- -T�3 SF (NO RANGES) TV ROOM i - MASTER 4 I �'� �""~° rI DRAWING ISSUE ---- '(NO CHANGES) �, -__ -_ ' ' -" CLOSET MAST of �t 151 SF N 29 SF BAT I 1t 10/17/18 PERMIT i I ' o 10-0" , , _ I I I ~7-,�,"F 51 S 4 i 2 12/14/21 PERMIT AMENDMENT COV RED 1 1 ! ' ' o__ooR1 I I I 0" _.QR .-, --- ---- - - i ; ,� -� '-4 1/ i 27 X 3 04/27/26 PERMIT AMENDMENT I -- J BEDROOM 4 U, 1 '-1 1 2„ SD LJ A1,0 A1,0 ----- �, ------ L-- 3 0 / 13'-3 3/4" 141 SF I - - -------------- --- -------------- --- NEW BLUESTONE PAVERS ROCK FACE Addition and Renovation to the EXISTING RISER AT STEP— JOINTS.MATCH SIZE ON ENTRY PORCH I TH . AND i o0 7'-41/2" -------------------- -- ---- --------------- — ----------- ------------- ----FINISHOFPAVERPATH------------------- � O EGRESS— NEW LOOSE LAY ' I BATH 1 HENDERSON RESIDENCE WINDOW BLUESTONE PAVER ROOM 4 BELL HILL AVENUE, FISHERS ISLAND, NY EXISTING PATH WITH THERMAL I 48 SF ao EGRESS FINISH,2"THICK. � Jr-5 c iWINDOWFIRST FLOOR PLAN Sheet Title SCALE: 114" = V-0" ' FIRST FLOOR PLAN I I O -EXISTING Date ------------------------- EGRESS - --------------------------------J 12/14/21 Project Al . 1 WINDOW 60-000 Scale AS NOTED i I O LJ[UL1_11 H11 I LJLJLJ FIRST FLOOR FINISH FLOOR ELEV. 0'-0" MASTER BEDROOM FINISH FLOOR ELEV. -0'-6 3/4" VsCALE:1/4'=1'-0' ROPOSED SOUTHEAST ELEVATION �Zt.%. Ar;�h f� NEW LAUNDRY ROOM WINDOW TYPE 'A' SASH TO EXISTING WINDOW MOVED ^..z�' 'a " FROM PREVIOUSLY MATCH GLASS SIZE OF FRONT ,n EXISTING HALL BATHROOM BEDROOM SIDE WINDOW 4r 40. or- NEW 36" HIGH CABLE RAILING ON EXISTING AND NEW PORTIONS OF DECK A gk FIRST FLOOR FINISH FLOOR ELEV. 0'-0" ----------J Sam Fitzgerald Architect, PC PROPOSED SOUTHWEST ELEVATION 20SCALE:1/4"=1'-0" 15 E. Putnam Ave.,#234 Greenwich,CT 06830 860.287.3808 info0sarnfitzgeraldarchitects corn DRAWING REVISIONS NEW 16 FOOT DOUBLE SLIDER llilillllli NEW DOOR TYPE 'C' TO MATCH EXISTING DRAWING ISSUE O \� DINING ROOM 1 12/14/21 PERMIT AMENDMENT L_jEXi- - - TERIOR DOOR 3 04/27/26 PERMIT AMENDMENT FIRST FLOOR FINISH FLOOR ELEV. 0'-0" _ MASTER BEDROOM FINISH FL00 177 ELEV. -0'-6 3/4" Addition to j LJ VENT DRYER OUT HENDERSON RESIDENCE SIDE OF PORCH BELL HILL AVENUE, FISHERS ISLAND, NY I I . I Sheet Title PROPOSED ELEVATIONS ! 1 Date 12/14/21 PROPOSED NORTHWEST ELEVATION Project AA2 ,01 60-000 10 Scale SCALE:1/4"=1'-0" AS NOTED WIND SPEED: 140 MPH 3 SECOND GUSTS WIND EXPOSURE CATEGORY: B SEISMIC DESIGN CATEGORY: B MEAN ROOF HEIGHT: 14 FEET FRONT ELEVATION SNOW LOAD: 20 PSF 0.97 ADJUSTMENT COEFFICIENT Extent of header with double portal frame (6) 10d NAILS Optima122Y• MAXIMUM ROOF SPAN: 35'-0" p ° ° INTO RAFTER STUD/RAFTER SPACING: 16" O.C. 10 0' MAX UPLIFT AT RAFTER CONNECTION: 348 LBS PER RAFTER Mirror these details on other side of opening ° ° � 30• ALLOWABLE UPLIFT PER SDWC15600 @RAFTER - TOP PLATE: 615 LBS ALLOWABLE UPLIFT PER SDWC15600 @ STUD -TOP PLATE: 590 LBS ALLOWABLE UPLIFT PER SDWC15600 @ STUD - BOT PLATE: 450 LBS ( Roof framing not 1 '- 4"min . 16'- 0" width of rough opening ALLOWABLE UPLIFT PER LTS18@ RAFTER - 16' HEADER: 720LBS shown for c I a i r t y) panel " ALLOWABLE UPLIFT PER CS14 W/ (26) 10d 3" nails @ STUD - 16' HEADER: 2,490 LBS REQ. 2,088 Y"Max (6) ALLOWABLE UPLIFT PER CS14 STRAP -OR- DTT2Z @ 16' DOOR STUD - STUD BELOW: 1,825 LBS REQ. 1,504 10d NAILS --_ INTO BEAM ALLOWABLE UPLIFT PER DTT2Z @ STUD BELOW 16' DOOR STUD TO FOUNDATION: 1,825 LBS REQ. 920 r---------- ------------- --F7----' '-1--r-'---- . I I SDWC 15600 I I I I Fasten top plate to I.1 1•I I•I • • • • • • + I header with two rows of STANDARD REQUIREMENTS: " . ROOF SHEATHING: MIN. 1/2" PLYWOOD WITH 8D NAILS @ 6" O.C. AT PANEL EDGES 16d sinker nails at 3 O. C.o. c. AND 12" O.C. IN THE FIELD �- -- - - -- t Fasten kin stud to " " + 1 I I �T-------; yp• g RAFTER TO TOP PLATE CONNECTION, 2. EXTERIOR PLYWOOD SHEATHING: MIN. 1/2 PLYWOOD WITH 8D NAILS @ 6 O.C.AT II II III I i " " I I•' I• header with 6- 16d sinkers TYP, ALL RAFTERS (not at new 16' header) PANEL EDES AND 12" O.C. IN THE FIELD •I I• • 3. STRAP RAFTERS WITH COLLAR TIES WITH (4) 10d COMMON NAILS PER RAFTER Fasten sheathing to header with 8d I I I I 1 I•+ I,i 0 timal 22Y' 4. SEE NOTES ON DRAWINGS FOR ADDITIONAL REQUIREMENTS. I•I I•I 1 1 1 I I P II II II.1 common or galvanized box nails in 10• o• II II III II 1 1 I I I I•I I'I 1)II II III II 3 grid pattern as shown 30• II 11 III II II 11 III II (\ Header to jack— stud strap 18„ long LTS18AT RAFTER TO NEW 16' DOOR HEADER I CS14 by Simpson Strong Tie W/ II II III 11 `°�, II 11 I11 11 ( 26) 10d 3" nails ( 13 per member) �• I I I I III I I on both sides of opening on II 11 III II 11 11 III 11 opposite side of sheathing to c:,. ,.'. 11 II 111 11 SDWC15600 II II III II --,.r �.�. --+- ----------------------1-4------------------------- - -- -----------------�-�- Double 2 x 6 framing covered withOF . . . . . . . . . . . . . . . . — L---------_J L-----------J I L-- -----1' min . 7/16" thick Wood structural TOENAIL BEAM TO EACH a t h i n with 8 d common o r COLLAR TIE WITH (2) 1 Od DOUBLE TOP PLATE TO STUD CONNECTION panel sheathing 1 1 1 1 III l l COMMON NAILS � Z1 galvanized box nails at 3 o. c. in r i i i i Sf (2)AC4Z POST CAPS, II II III II framing (studs, blocking, sills) typ . ° ° E ° ° III•IIIII 11I1I•11II1 ,IIIII I,II,I.•,IIIII II— �1+I1I+.•�1II1II.• _ _ _ �1 � _ _ _ � rI _ _ � b .° FILL ALL H OLES WITH ° SMPSos 16d NAILS. Bottom plate A° - stud to st (2)2X6POSTWITH%"Jack ud I, ,I 1,1, 1 I '•'• 1 PLYWOOD SPACER _ I.I I.I III i 1 1 Inside wall below I I , I Subfloor 11 I I I•I•I ( I•I I°I' I I I I I I I I I I (2 options): I I.I. I I 1 1 III I I I I I 1 (4) SDWC15600 @ I'1 1'I I I I I I 1 I I I•I•I I• � _ _ _ _ _ _ _ _ _ _ _ _ _ I •1• „min SDWC15600 at single III I I — I .,• I 3 POST TO PLATE I 1.1.1 I. • /4 II II III 1 I .• long CS1411 I 1 bottom plate over Strap 31 Sam Fitzgerald Architect, PC I.1 1•I I.I.+ 1, 4 I .I. 1 1 wood floor I I Li 1 III I 1 I 1 ______-_--_L1____________L_L_J_ _ b y Simpson Strong? I ------- 1 • -----` '----'- 1' _ f RIM joist Blocking ----------------------- -------- ----- -------------------------------- --r-------. k---------- j g ___-__-- Tie e W/ (2 6) 10 d 3 11 �_-_"__- I 15 E. Putnam Ave.,#234 I I II 1 nails (13 per 11 I I I 860 287'3808 T 06830 I I II I NEW RIDGE BEAM AND POST CONNECTIONS STUD TO BOTTOM PLATE CONNECTION _.: _________ member) o n both I L._______ infoOsamfitzgeraldarchitects.com ________________________________ _-L--==__ ________= sides o f o en i n I F-----------------1 If needer, panel i F - -- - - -- - - -' - - - - - - � I I I TYPICAL HIGH �NIND REINFORCEMENT DETAILS AND NOTES I splice edges shall I I - o r- SCALE:NTS DRAWING REVISIONS - - - - - - - - - - II occur over and be I i i I — -' �' i i I FASTEN 2x4 COLLAR TIES TO EXISTING RAFTERS WITH (4) nailed to common L_ _ _ Lw _ _ _ i I D TT2 Z Into jack stud I I I 10d COMMON NAILS PER CONNECTION @ ALL RAFTERS. blocking within 2 4" i i land D TT2 Z Into stud 1 1 COLLAR TIES MUST BE FLUSH WITH EXISTING RIDGE BOARD AT NEW DROP RIDGE BEAM. of the portal leg I b e l o w With (8) Y4" X i 1 1 POST WITH (2) AC4Z POST CAPS, FILL ALL HOLES WITH 16d mid- height. One row 1 1 11 Y2" SDS on both i NAILS. POST TO BE (2) 2X6 W/%" PLYWOOD SPACER II of 3" o. c. nailing is i sides of opening. J 1 FASTEN NEW 2X8 CEILING JOISTS TO RAFTERS DRAWING ISSUE required in each ; i D TTZ'z tied t o g e h t e r i WITH (8) 16d COMMON NAILS PER JOINT 1 12/14/21 PERMIT AMENDMENT panel edge. I I 1 with Y20 bolt 3 04/27/26 PERMIT AMENDMENT L - - - - - - - - - - - - - - - - - - - - - - - J I I (3) 16"X 1 4" L\dLs II DTT2Z into stud with (8) %4" X 1 %2" EAR B X1%° LWLs � BEAR ON (2)2)X4 ' SDS and Y" 0 anchor set in TRIMMERS I Simpson Strong- tie set epoxy (3) 11%4'X1Y4" ILVLs Z Addition to adhesive, embed min . 4%4" into (MIN.) OVER NEW N W 16'WIDE DOOR 0 HENDERSON RESIDENCE existing conc. f n d t n w BELL HILL AVENUE, FISHERS ISLAND, NY Z Sheet Title FIRST FLOOR FINISH FLOOR SECTION AND DETAILS Date 12/14/21 � I Project A3 * 0 NEW 1 �O�ORSHEAR PORTAL FRAME AND UPLIFT CONTINUOUS LOAD PATH CONNECTION DETAILS SECTION THROUGH NEW CEILING IN EXISTING STRUCTURE 60-000SCALE:1"=1 Scale SCALE:1/4"=1'-0" AS NOTED illrA) DE lj \ I k.3 0 I e A Y �..� rr- __r___ ,���� \ FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 27839 Z Date OCTOBER o29, 2001 Permission is hereby granted to : HOWARD HANCOCK PO BOX 282 FISHERS ISLAND,NY 06390 for INTERIOR ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at BELL HILL AVE FISHERS ISLAND County Tax Map No. 473889 Section 009 Block 0003 Lot No. 003 pursuant to application dated OCTOBER 18 , 2001 and approved by the Building Inspector. Fee $ 150 . 00 Authorized Signature ORIGINAL Rev. 2/19/98 BO,= OF HEALTH . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . .•. . . . . TOWN OFSOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT Cr1ECK . . . _ . . _ . _ . . . . . . . . . . . TOWN HALL SEPTIC FOR"t _ _ _ . . . SOUTHOLD, N.Y. 11971 f TEL.: 765-1802 r;pT I FY Examined . ®1 . ( CALL . . . . . . - . . • . . . . . . . . . . . . . . . ' 19 .0 L -� DIAIL TO : Approved JI)-� . . . . . . . . .. 19 P.(. Permit No. .��.f� . . . . . . _ _ . . . . . . . . . . . . Disapproved a/c VV IL . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . : . . . . . . . . • . • ( eLqi�,nspec or t•q�� APPLICATION FOR BU•I� PERMIT Date". . . . . . . . . . . . . . . . . 19 . . . 'INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building.Inspector, with 3 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 giving a detailed description of lay cation. out of:property must be drawn on the diagram which is part of_this appic_ cation. 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 issued a Building Permit to the applicant. Such 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. 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 i ections. (Signature of applicant, or name, hf corporation) . .03 .�Q-i.� e��1� ��., � �Q 1�; ecy— (Mailing address of applicant) . State whether applicant is owner; lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. Q.cvn�r . . . . . . . . . . . . . i. . . . . . . . . . . . . . . . . . . Name of owner of premises • , ,� , ( L�. P (as on the tax roll or latest deed) If applicant is a corporation,.signature of duly authorized officer. (Name and title of corporate officer) Builder's License No. . . . . . . . . . . . . . . . . . . . . . Plumber's License No. . . . . . . . . . . . . . . . . . . . . . . Electrician's License No. . . . . . . . . . . . . . . . . Other Trade's License No. . . . . . . . . . . . . . . . . . . . . . a ' Location of land on which proposedwork will"be done. . . . . . . . . . . . . . . . . . . . C.ILL. . .!`t 1LLVEnIQ . . . . . . . . . . . . }S•f-{ER�. . . .lSL4N• . . . . . . . House Number p Street Hamlet County Tax Map No. 1000 Section . . . . . . : 9. . . . . . . . . Block . . . . . . . 3.. Subdivision . . . . . . . . . . . . . .(Na. me) . . . . . . . . . . . . . Filed Map No. . . . . . . . . . . . . . . Lot . . . . . . . . . . . . . . . State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy . . . . �.t.Q E^1.4 . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . . b. Intended use and occupancy .���5,�?�,NC,�, • , , , ,,,.f, ,_„• -3. Nature of work (check which applicable): New Building. . . . . . . . . . . Addition . . . . . . . . . . Alteration Repair . . . . . . . . . . . . . . Removal . . . Demolition x Other Work . . . . . . . . . . . . . . . 4. Estimated Cost (Description) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . Fee . . . . . . . . . . . . . . . . . . . (to be paid on filing this application) 5. If dwelling, number of dwelling units . .�.'�ic•., , ;';,- `; 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 existing structures, if any: Front. . . Rear Depth Height ri Number of Stoes . . . . . . . . . . . . . Dimensions of same structure with alterations or additions: Front SAME. AS ,ir• (STlR1�7Rear Depth . . . . . . . . . . . . Height . . . . . . . ... .. Number of Stories 8. Dimensions of entire new construction: Front . . Rear Depth Height Number of Stories 9. Size of lot: Front $E ,�uRu�Y. . Rear. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10. Date of Purch:?se �.�a 5�/0 l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Depth Name of Former Owner .I4oWA&X:?. :t-(�,yCp 11. Zone or use district in which premises are situated*'.* ituated 12. Does proposed construction violate any zoning law, ordinance or regulation: .No. . 13. Will lot be regraded Alp . . . : . Will excess fill be removed from premises: Yes No 14. Name of Own,:r of premises .I kT E,,P., LS Rts� . . . Address 1$4L.L,"o i,Aga_ F;I: uy 78 Name of Architect j. Phone No. $7,7•4$Y. Address Phone No. Name of Contractor . Address 15. Is this property within 300 feet of a tidal wetland? *YeS. • ' ' ' ' ' ' Phone No. . . . . . . . . . . . *If yes, Southold Town Trustees Permit may be required. � � " • No. . . . . . . .•. PLOT DIAGRAM Locate clearl;, and distinctly all buildings, whether existing or proposed, and.indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. STATE OF NE yV YORK, . . . . .�.► %\ P. . ; . . �- .I.lr.2. .a(Name of individual signing contract) being duly sworn, deposes and says that he is the applicant bove named. le is the . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Contractor, agent, corporate officer, etc.) ' f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this pplication; that all statements contained in this application are true to'the.best of his knowledge and belief; and that the •ork will be performed in the manner set forth,in the application filed therewith. worn to before me this 510 . . . . . .day of. . 101001 otary Public. . . . . . . . . . . . . . . . . . . . . . Palma Sumcizk County Notary Public of New York t jo. OI SU4797713 • • • • • • • • C::_:5lried in Nassau County ' ' ' ' ' ' ' ' ' commission Expires 0=1/200V1 (Signat of applicant) BD DESIGN INC. Bog 447 Tel: (631) 788-5648 Fisher's Island,NY 06390 Fax: (631) 788-5647 Email:BDFINYnuaol.com LETTER OF TRANSMITTAL To: ( / Date: ?A ,,.n Project: Crisp 40w%& Re: C10"rtt. C �erS�`aY1 / go 0�d d� c�PP 1 i�a�'i erl q r- b,&i Id,)�S jtr'k► i We aze ou: ttached Under separate cover via The following is being transmitted to you: Drawings Submittals Samples Sketches Specifications Product Data Shop Drawings Letters For your: Review&Comment Distribution Information Records Approv Use No. of Copies Date Number Description e res s re t�i rC Sad?s 'e l rf-i `&n Zr 7 d-t 1'7 %a r r i`e f� 2 (larass. i�.0 W i o SC Copies to: File Signed: v��oK'n.�i a�c� .�,r4q�r►�l.q '�7b GcM�ra�c�or5 �, �i�.. � g w� l� A.Q. pro Vid4d 0.S -Scvn as Mr. 4, Mrs. Cr;SP aCC4-p+ a l BD DESIGN INC. Box 447 Tel: (631) 788-5648 Fisher's Island,NY 06390 Fax: (631) 788-5647 Email:BDFINY(aaol.com LETTER OF TRANSMITTAL Date: ( Oci-0 6n Lr tool To: Project: Gri's,p goN.s.A. 'i kai ma, Ree:� GO-r&q Ca1r�tJ¢.rSi dY1 � olds �� 119'7 I (Up6al`ed swv47 �or We are ou: Attached Under separate covet via The followm* is being transmitted to you: rawin Submittals Samples Sketches Specifications Product Data Shop Drawings Letters For your: Review&Comment Distribution Information Records Approval Use No. of Copies Date Number Description Copies to: File Signed: Yv\t � s � SUBTITLE S HOUSING AND COMMUNITY RENEWAL §714.1 PART 714 �—% OPENINGS FOR EMERGENCY USE (Statutory authority:Executive Law,§§375,377) Sec. 714.1 General requirements Historical Note Part(§714.1)repealed by L.1981,ch.707,§12,eff.Dec.31,1983;new filed Dec.13,1983 eff.Jan.1.1984. §714.1 General requirements. (a) In addition to the primary exit from a recreation room, or a habitable space except kitchens,there shall be provided in each such space at least one opening for emergency use. (b) Openings for emergency use shall include doors or openable parts of windows,located so as to provide unobstructed egress to legal open spaces. (c) Such openings shall not impede egressrin nchan emergency,shall have a minimum area of four square feet;with a minimum dimension ofp18 ies'with bottom of openings no higher than 3 feet 6 inches above finished floor in all above-grade stories,and no higher than 4 feet 6 inches where required in basement and cellar. Historical Note Sec.amd.filed Oct.4, 1972;repealed by L. 1981,ch.707,§ 12,eff.Dec.31, 1983;new filed Dec.13,1983 eff.Jan.1,1984. w.;nirnkrn area (o.g sb.rrb• ) r%;ntw.��rr► wid .(tltar oruv�l�> V7a. o� to, ,d�c rc�xY� l . 7 5 Sb cl la" Jan-Oct 1995 12,113 Executive (pen Specifications CASEMENT WINDOWS Crack In Opening Crdck Ope ning rn),;% g In IF F� Cleir "'TWO' �tinches and. 4 Subf1o6r:�iI�ft,.i, '4Q1 R siti6n- in inchesan Re,Overall SPR �e.) 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(260) (1222) 5017)1(3586) 1(812) 6968)_ (4645 (578) (508) (917) It 1148)1(6753) (1117) (148 5) CN15 5.5 3.9 14 3W 10 1/4' 55 31,6" 6.2 12'11'1,6' 5.6 24%" 8.5 CW24* 6.6 6.0 22" 20' 43 Vi." 14.4 2,V 6'Is" 13.6 36 3/4' 18.8 (5110) (3623) (365) (260) (1402) 5760) (3939) 5203) (632) 7897) (5574) (559) (508) (1100) (13378) (7483) .(12635)1 (934) (17466) CN155 6.0 4.3 14 31s' 10 1/4" 60 Va" 6.7 13'9 3/16* 6.1 19"he 9.2 CW25* 8.4 7.7 20' 55 3/,6" 18.4 28'6 Va"22' 17.4 24'A" 23.5 (5574) P9�(365) (260) 1527) 6225) (4196) 5667) (507) 6547)1 (78'04) V154 (559) (508) (1402) (17094) (8690) (16165) (632) (21832) CN16 6.7 4.8 14 3/a' 10'/,' 67'/is" 7.5 14'11'/is" 6.9 12'W 10.2 CW26* 10.3 9.3 22' 20' 67 V,6" 21.6 32'6 Ve 21.2 12 Ys" 28.2 (6225) (4459) (365) (260) (1 0 j_6M(4548) 6410) (327) 9476) (9569) (8640) (559) (508) (1707) (26199) (9909) 19695) 327) C12 2.4 1.9 18'Is' 14' Win' 2.6 T6'W 2.4 601" 4.0 C33 3.9 3.0 18 Va' 14" 31%' 129 19'1 318' 8.0 48"Im" 17.9 1(2230) (1765) (460) (356) (494) 2415) (2289) 2230)1(1540) 3716) (2787) (460) (356) (794) (11984) (5826) (7432) (1240) (16630) C13 3.9 3.0 18'Is' 14' 31 1/4" 4.3 9'6"/is" 4.0 48"h6" 6.0 C335 4.5 3.5 181W 14- 36 3/n" 14.7 20'8 7/s" 9.2 43'Vv" 90.1 (3623) (2787)1(460) (356) (794) 3995) (2913) 3716) (1240) 5574) (4181) (3252) (460) (35E (6321) 1(8547)1 (1117) (18859) fl C135 4.5 3.5 1 18 Va" 14" 36 V 4.9 10'4 1b." 4.6 43 Mle 6.8 C34 5.4 4.2 18 Va" 14" 43'1,s" 17.7 23'1'A" 11.2 36 3/4" 24.0 (4181) (3252)1(460) (356) (917) 4552) (3161) 4274) (1117) 6317) (5017) (356) (1100).(16444) (7052) (10405) (934) (22297). (460) C14 5.4 4.2 1 18%, 114- Whii" 5.9 1 V6*A6" 5.6 36 3/4" 8.0 C35 6.9 5.4 18 1/8" 14' 55 3hs" 22.8 271 Ile' 14.2 24 718' 30.0 (5017) (3902)1(460) 1(356 5481) (3526) 5203) (934) 7432) (6410) (5017)1(460) 1(356) (1402) (21182) (8258) (13192) 632) (27871) C145 6.0 4.7 11811? 114- 48'/a" 6.6 1 Z 4 7hs" 6.2 31"/,6* 8.8 CXW13S - - - - - 6.8 - - 9.0 (5574) (4366)1(460) 1(356) (1222) 6132) (3770) 5760)1(812) L8� (CP303) 8361) C15 5�3his". T-6 j 13-69/,60 7.1 24 7W 10.0 CM 5S 12.2 14.9 L6.9L) 5.4 -fB:FL.'J 1 14- (6410) (50q (460) 1(356) (1402) (-7061),(4129) 6596) (632) 929 (CP305) (11334) (13843) C155 7.5 5.9 18 1W 114' 60 Vii" 8.2 14'4 7/,6' 7.7 19"/is' 0.8 OP353 7.9 10.2 (6968) (5481) (356) (1527) 7618)1(4380) 7154) (507) (110034) 7339) 9476) ti C16 8.4 6.5 18'A" 114* 67'1,s* 9.2 15'6'/ts' 8.6 12 1/8" 12.0 CP3535 9.0 11.5 V804) (60 (356) (1707) 8547) (4739) 7990) (327) (11148) 8361) (10694) CW12 3.0 2.5 22- 118'/4' 19 7/111" 3.2 8'3 M6" 3.1 60 sh' 4.7 CP23 9.4 12.0 (2787) (2323) (464) (494) 2973) (2523) 2880).(1540) 4366). 8733) .(11148) CW1 3 4.8 4.0 22' 118'/4" 31 VA" 5.2 10'3'/,6' 4.9 48"/is" 7.1 CP235 10.9 13.6 (4459) (3716) (559) (464) (794) 4831) (3129) 4552) (1240) 6596) (10126) (12635)1 CW135' 5.7 5.0 22 31,' 20" 36 Yn* 6.0 1 V 0"/is" 5.7 43"Ve 8.0 CP24 13.1 16.0 1(5295) (4645) (578) (508) 1(917) (5574) (3377) K95) (1117) 7432) (12170) 1(14865) GW14* 6.6 6.0 22" 20" 43 Ibis' 7.2 12'3 51W 6.8 361/4' 9.5 CP245 15.5 7.6 (14400) 16355) (6132) (5574) (559) (508) (1100) 6689)1(3742) 6317) (934) 8826) CW145* 7.4 6.7 22" 20" 48 1h" 8.0 1 IT "/16" 7.5 31 0.4 P25 20.0 16.7 (6875) (6225) (559) (508) (1222) 7432) (3986) 6968) (812) 9662)1 (15515) (18581) CW15* 8.4 7.7 22' 2T 55'/is' 9.2 14'3'hs" 8.7 24%" 19.3 11.8 CP255 - 21.6 79) 3 4 3 5 4 4 5 1 9) (1 402) 5 60".- 7 47 8) 1'27)67�'%- (,M) 3' [14 ( It (371 6) 794 "99) -0 �6,.. 1 6.0 (4645 (9 1 7) (1 4865) 6-0 1 8 8 (5574) (1 7466) 7 (1 707) 1 9 7/is. 494 1 [3 794) L8 *0 7432) 9 2 (7804) 1 V154) (559) 1(508) (1402) 8547) (4345) 8083) 632) (10963) (17930) (20071)1 1 00 CW155* 9.2 8.4 22" 21)" 60 Va" 10.0 160 15hs" 9.5 19"/is" 12.7 CP26 20.3 24.0 (8547) (7804) (559) (508) (1527) 9290) (4596) 8826) (507) (11799) (18859) (22297) M V 10.3 9.3 22* 20" 673lis' 10.8 16'3'1,e 10.6 12 Yis" 14.2 CP505 21.1 25.0 R569) (8640) (559) (508) =Ll q�(4955) (9848) (327) (13192) (19603)1- (23226) CR23 1.5 - T 31 lh' 5.4 169 V 5.0 48131,,' 8.4 CP33 4.6 7.9 (1394) 1.(113564) (16630) _L1 78) (794) 5017) (5118) 4645) (1240) 7804) CR235 1.8 - T 36 1/." 6.2 18'3 Th" 5.8 43 11/w" 9.5 CP335 16.9 20.4 (1672),- (178) (917) 5760) (5585) 5388) (1117) 8826) (15701) (18952) CR124 2.1 7 43/,6" 7.6 20'8'/," 7.0 36/,* 11.3 GP34 20.2 24.0 (1951) (178) (1100) 7061) (6306) 6503) (934) (10498) (18766) (22297) t, CN23 3.1 2.2 141/9" 10 1/4" 131'A' 7.0 17'10 Ys' 6.4 4813/,,' 10.2 CP35 24.1 30.0 (28801 (20"1 (365) 260 (5458) 6)1 These units meet or exceed the following dimensions:Clear Openable Area of 5.7 sq.ft.,Clear Openable Width of 20"and Clear Openable Height of 24". 61 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ,BUREAU OF WASTEWATER MANAGEMENT COUNTY CENTER RIVERHEAD,NEW YORK 11901 516-852-2100 CERTIFICATION OF EXISTING SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES Health)Department Reference Number . SCTM Number: Dist. 16 o Sect. 81k. Lot Proposed Use of Building (be specific) Based upon an evaluation and inspection of the above referenced property,the existing sewage disposal system and water supply facility, as shown on the attached plan*, have been determined by me to be adequate for the proposed use and to be in proper working order. Architect/Engineer's Signature ar— ����E U NEW �PPD Fi ST,Q O Gs c�. S RrizrtName `e "`` i -�s-�. Date 7i °cerise Number 5 7 3G- 5 TC 1 SE NO \+' *A plan showing the specifications of the existing sewage disposal system and water supply should accompany this certification D WWM-072 (12/98) SEP 18 2001 ----------------------- monument 7r1Of�Bcove,-eel J z �o ,HAY HARBOR CLUB, /NC. -� (;mlcroved) monument N� -� N 3066.75 ten. W 2750.88 265.0 p S 75° 51' j0' W o a rn 0 US /p m ; 2>> AREA = 2.06 t Acres J �°/ ZZ_�\.—• / ` G� �gel. � 050 took c 29.0 Z¢ = �(pQeptI 44Qr 399 - 9G/ { / 0 �8 monument dry TEST HOLE DATA � , aA we// E0.4 0'� 16 topsoil I 1 dry well ' /6"40'4017dy subso;l - 33" fine sond SEPTIC SYSTEM DETAIL 40"_/ � - \�o perc rote of 48 - / �2.� Scots / 40 ft. l" 35 W \�6 3 8�0 49, a( 30 11.86 PEE OF NFIN �0 Ao H.ST monument \ 7� N80w�re� SBNCBE o -' - tk _ �V 0 r of woY _ a N80°49,3S„E 761 _Rl h S'8C3° a W 433 ,c_ 25 9 -monument �5 25 �4,,, �0• 0495 40 t S B0° 49 35 _ W _ _ -�d. - — - - - -- 9/29 �rti �o�,,o Fp Cq top of bank N 2 - 50' onument W3410.50 453. r- , 445.64 N 80 0 49' 35 E BENCH MIRK top of granite bound m N2716.68e/ev 26.80 (NGVD /929) S /6°3/'35 W � W 2880.72 mcncment 2774 z D -� No rEs i4/9wo of monument (jA!L L A RD _ PLAN OF PROPERTY TO SE CONVEYED TO a Bk/583 �9/ S16°3/ ARSE SEE - ;ndicote existing contours '35 W N/F M ;mProvedl ;ndicafe proposed contour$ Where changed HOWARD 8CATHER/NE H4NCOCK g_ 4700 Suffolk County Tax Mop Reference/000/9/3/3 BELL H/L L AVENUE drI//hole FISHERS ISL AND, NEW YORK /nor�eCp�°'�Ol �LL ADACEIVT PROPERTIES ARE C O THE✓MUN/C/PAL WATER SYSTEM ONNECTED SCALE. / =40 ft. CHANDLER, PALMER 8 KING NOTE- Coord;nate d;stonces ore measured from V S. Coast SEPT. 27, /984 NORW/CH, CONN. 8 Geodetic Survey Tr;angulat;on Slogan "'PROS" PROPOSED HOUSE and TOPOGRAPHY added J4N 28, 1985 ADDITIONS MARCH 5, 1995 SEPTIC SYSTEM DETAIL ADDED 9/9/85 G!} MONUMENT O ~ NOT RECOVERED 0 M 00 iv o � F• 00 o U oo • 00 G O Li cn G z cliE _u V M > CC W O 00 [� 00 ✓ U 2 E s'O. V "' C1� r. �6 N/F o .tNp HAY HARBOR CLUB, INC z G F• N 3066.75 W 2750.88 did' x o fT a n o Q MONUMENT 3 •� NOT RECOVERED a ** U Al K o „r ►r ed , J� o a •� 2g5 0 ^+\ f•+ s � `�cs, �i•S � I w .0 NOIES: So, R'O•W. 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE Exlsnrlc �, (n INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE STRUCTURE - o V PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR - - ^ U o EXCEEDS THE SCOPE OF THE ENGAGEMENT. _ or AREA = 2.06 f ACRS 0 g 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, N/F 2.7rf z Ll= UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, Li TO ALTER AN ITEM IN ANY WAY. FURSE J cn / > w 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S / Q 0 W w Y SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT / 0 w Iz OF THE LAND SURVEYOR. r � / r � � Ll' O > 4. SITE IS IN THE TOWN OF SOUTHHOLD, COUNTY OF SOFFOLK. y;'s"4 ` O z w TAX MAP 1000, SECTION 009, BLOCK 3, PORTION OF LOT 3 , •�`.";,✓G�5 - I� _ / ►- z Q +�5.) TOTAL AREA = 89,733 f S.F. (2.06 t AC.) EXISTING RESIDENCE - w 6.) COORDINATE DISTANCE ARE MEASURED FROM US COAST AND SEPTIC OJ_I GEODETIC SURVEY TRIANGULATION STATION "PROS". TANK 90 ' ,� MONUMENT / M w CL 44.0 � O� �\\ � NOT RECOVERED / / LL m Lli DRY W'FLL+ �' s° \` // i // 604 DRY WELL SEPTIC SYSTEM DETAIL SCALE: 1"=40' MOOT MEECNovEREO \ 51.88 �� S / V / Z a RESIDENCE 433.76 0���' _ \ � � �" •�../ /// jCv/ / / O oc) _ -------------- 1500'EXISTING 106. W S 8 '3 N 4g 91.29' L_ — MONUMENT ----- -------EXISTING ------ - /�. /��-------- W NOT RECOVERED + - -- - - ------ `MONUMENT MONUMENT N 2686.42 L- ,� ,� NOT RECOVERED FOUND r S80'I49'35"W W 3410.50 ---- Q U, RIGHT OF WAy W ,' N� ` S Q 453•50 N 2716.68 `S �" R 1` a 0 40 ------ PA1}i`----- E N 80'49 35'" , W 2.880.72 / z ' 1 2.3't N/F i � RIGHT '" 6' HIGH ! Q 41 -fi OF =y MONUMENT D�T / STOCKADE MARIE LEE GAILLARD / WAY TOP OF BANK wo SK. 1583 /"> �.'-- ,!,c GF dVl`I; / Q PG.91 ^ Q LEGEND o V) o ' o c) T 0 - DRILL HOLE ' 04 (NOT RECOVERED) N/F NOW OR FORMERLY m o 0 o J 1 St.•.111111L+�l_L1C C-) z z w W QUALITY CONTROL CERTIFICATION A, � BK. BOOK GROUP REVIEWED DATE ,", v PETER 0. CRISP & EMILY R. CRISP, T.P.S. PG. PAGE a 0 � o o PRoJFCT PA��ACLR !_ - - In o ABSTRACT CORPORATION AND TICOR TITLE SURVEY INSURANCE COMPANY IN ACCORDANCE WITH DATE: MAY 7, 2001 ENVIRONMENTAL MINIMUM STANDARDS FOR TITLE SURVEY OF ao po o ao ' ''• clviL -__-- _ NEW YORK STATE LAND TITLE ASSOCIATION _ SCALE: 1 "=40' STRUCTURA!_ GRAFHI� SCALE IN FEET ARCHITECTURAL — SHEET: 1 OF 1 UNDERWRITERS CERTIFICATE REQUIRED If-copper-tubing is-used -- APPROVED AS NOTED for water distributing i � DA • v 2 6( B.P.#` 0CCQPAEXY OR system; piping shall be V b m of types K or L only �; $ i �� �. _ USE IS tlr���.�'��r�I•!�L NOTIFY BUILDING;DEPARTMENT AT � �° I C�RT���CF� E UNDERIVVRITERS CERTIFICATE U. IND0 �` a L. ` _ REQUIRED 1 t65-18fS��9 AIG9 Tb'4 PM FOR THE OF QCC�4Pt'���,� SIZE R,O. FOLLOWINGINSP€t f NS: i TAG ! PEIG-NT WIDTH HEIGHT UJIDTI-1 MANUFACT, ' T-T-IlIqFOUNDATiON- TWO REQUIRED �� OR POURED CONCRETE ' NOTES 1 4'-11 �/8" 2'-O 1/8" -O 3/S 2 -0 E// ANDERSEN j t�'JOOD �► -L� CASEMENT, USE STRAIGHT ARM O1=RA�TOR � _ i 2 O06H - FRAMI!NG & PLUMBING `' 2 ; 4'-11 �/8" I 4'-0" j S'-0 3/8" j 4'-0 1/2" ANDERSEN I�JOODa�NsuCaTION C2 L��u�3LE C1�SEMENT, USE STRAIGHT ARM OPERATOR' 4. FINAL -'CONSTRUCTION MUST ` BE COMPLETE FOR C.O. PROVIDE SMOKE-DETECTING ALL CONSTRUCTION SHALL MEET ALARM DEVICES C THE REQUIREMENTS OF THE N.Y. AS TO FART. 721.1 � STATE CONSTRUCTION & ENERGY ^, CODES. NOT RESPONSIBLE FOR N.Y.S BUILDING CODE. ����� �`� ��-�TIFICA TION�?� r � DESIGN OR CONSTRUCTION ERRORS °,1 LEAD CONTENT BEFORr- 0" PROVIDE OPENINGS FOR ,��TE� �I s. r r•...,F „ or. E11ERGENCY ESCAPE AS PROVIDE ANTI-SCALD AND/OR � " CANNOT Q c REQUIRED BY PART. 714 OF THERRIAL SHOCK PREVENTING N.Y. STATE BUILDING CODE. DEVICES AS TO PART. 902.6(K) � N-Y. STATE BUILDING CODE. cr; r�r'-_-', PLUMBING ALL PLUMBING WASTE ) C O &WATER LINES NEED � -- 'TESTING BEFORE COVERING � EXISTING 4UNDRY O EXISTING ti T CPEN p N -W EEDR0011 I 2 EXISTING ATT4CHED TO ESE CONVERTED TO BEDROOM S1='ACE: -- T ATTIC ABOVE TO BE INSULATED LU/ Z_10 vL" I 4-I0 V � 4" II r>> 17-30 OR BETTER jl 10'- 114" NEW BE D17 OM 2 EXISTING BEAM2X�a INSULATED � FOXED _ TO BEW `� f STUD LU4LL ¢ i, i 13'40 VZ„ : I ----- O 7 SCALE 1/4' 0` /24'/O1