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Home My WebLink About44175-Z of sou> Town of Southold * * P.O. Box 1179 53095 Main Rd UNV N - Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46315 Date: 07/10/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2450 Peters Neck Rd Orient,NY 11957 Sec/Block/Lot: 32.-1-8 Conforms substantially to the Application for Building Permit heretofore, fled in this office dated: 09/17/2019 Pursuant to which Building Permit No. 44175 and dated: 09/17/2019 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations, including covered front entry, rear deck, rear covered deck and "as built" window replacements, to existing single family dwelling as applied for. The certificate is issued to: Isle of Cedars LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R10-12-0047 12/14/2018 ELECTRICAL CERTIFICATE: 44175 11/01/2019 PLUMBERS CERTIFICATION: Nate Edin on 01/31/2020 Aut or' ed Signature TOWN OF SOUTHOLD °SUFfQ1p�oy BUILDING DEPARTMENT W TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 44175 ' Date: 9/17/2019 Permission is hereby granted to: Isle of Cedars LLC 2490 Peters Neck Rd PO BOX 455 Orient, NY 11957 To: Legalize "as built" window replacements to existing single-family dwelling as applied for. AMENDED 2/22/18- interior alterations as applied for. AMENDED 9/26/18- construct additions and alterations to existing single-family dwelling as applied for per SCHD, Trustees & DEC approvals with flood permit. Replaces BP#41963 At premises located at: 2450 Peters Neck Rd., Orient SCTM #473889 Sec/Block/Lot# 32.-1-8 Pursuant to application dated 9/17/2019 and approved by the Building Inspector. To expire on 3/18/2021. Fees: PERMIT RENEWAL $819.60 Total: $819.60 B ' ing Inspector S�FFall. TOWN OF SOUTHOLD BUILDING DEPARTMENT :2 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41963 Date: 9/12/2017 Permission is hereby granted to: Isle of Cedars LLC 2490 Peters Neck Rd PO BOX 455 Orient, NY 11957 To: legalize "as built" window replacements to existing single-family dwelling as applied for. At premises located at: 2450 Peters Neck Rd, Orient SCTM # 473889 Sec/Block/Lot# 32.-1-8 Pursuant to application dated 9/7/2017 and approved by the Building Inspector. To expire on 3/14/2019. Fees: AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $400.00 Flood Permit $100.00 CO -ALTERATION TO DWELLING $50.00 Total: . $550.00 g Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property 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. Cl New Construction: Old or Pr -existing Building: (check one) Location of Property: 2 5o � House No. C Street l �/p Hamlet Owner or Owners of Property: ✓I 6 G-{ Er Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature O��OF SO(/Tyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Isle of Cedars LLC Address: 2450 Peters Neck Rd city:Orient st: NY zip: 11957 Building Permit#: 44175 Section: 32 Block: 1 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting Of Suffolk License No: 38893-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Gas Duplec Recpt 83 Ceiling Fixtures 33 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 11 Smoke Detectors 4 Main Panel 150X2 A/C Condenser 2 Single Recpt Recessed Fixtures 48 CO Detectors Sub Panel A/C Blower 2 Range Recpt 30A LED Strip 5 Pumps Transformer Appliances Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 3 Switches 6Q Twist Lock Exit Fixtures Combo SD/CO N Other Equipment: Hood, DW, W/D, Micro, Fridge Notes: Inspector Signature: Date: November 1, 2019 S.Devlin-Cent Electrical Compliance Form.xls 1 d Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 g P.O.Box 1179 , Southold,NY 11971-0959 V i � a pp nq BUILDING DEPARTMENT TOWN OF SOUTHOLD NOV 1 8 2024 PuiE 'sra.^ 01° rlasaent T"O ,rj .i CERTIF.1CATIOK Date: Building Permit No. 1 I Owner: J6 0 (Please print) Plumber: AJATU (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumber Signature) Sworn to before me this clay of�i� vm 20 ;-7 0 rt Notary Public, jAd 'County" KELLIE MILLER Nary Public,State of Flew Folk No.0IM16391418 Qualified In Suffolk County Commission Expires May 8,20�� 41jV2 OF 50U # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ '] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING 1 REMARKS: l DATE Y`I INSPECTOR . # # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm,��'' 765-1802 INSPECTION [ FOUNDATION 1ST [ ] 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 [ ] CAULKING REMARKS: DATE INSPECTORW(7 Y 4 W OF so(/lh° h� l0 # # TOWN OF SOUTHOLD BUILDING DEPT. cou 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [V FRAMING /STRAPP+ I�f G [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMA KS: wido I Witt foul ��lwo -01 J DATE lefeWq INSPECTOR OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPECTION [ ] FOUNDATION 1 ST . [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR� ' �o�aOF SOUIyo� * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IN-SPEC p ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING MA K -Ye,--- vv?z o v Ml ATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. `y�OUrm N�' 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ . ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] LECTRICAL (FINAL) [ ] CODE VIOLATION IV CAULKING REMARKS: .� wp�J &dOlPo� A"v cvA DATE INSPECTOR OF SO//ly� � Ll (7S-O"' # 'TOWN OF SOUTHOLD BUILDING- DEPT. 11 �`yroum � 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [' ] -FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ]' FINAL [. ] FIREPLACE'& CHIMNEY ' :- [ ]-- FIRE SAFETY INSPECTION [ ]r FIRE.RESISTANT CONSTRUCTION= [ -] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: . c 6 ' _ PteT-v Puf, 4mmkow DATE INSPECTOR • pF SOUIyO * # TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 I N S PECTION - . ' ' [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND ° [ ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [' } -FIREPLACE & CHIMNEY` :[ ] FIRE SAFETY.INSPECTION [. ] FIRE�RESISTANT CONSTRUCTION [ ]'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ft [ .] CODE VIOLATION [ ] 'PRE C/O REMARKS: ' S& f ob wl - r� ac., U _ % M 9wi w _nef4vlA %i 4-0� . de""f DATE INSPECTOR. J ' Delfino Insulation Co.`• I 1 019 317 Burman Blvd,Calverton,NY 11933 CERTIFICATE OF INSULATION i " , T_u.3 F` JOB INFO: Isle of Cedars DATE OF INSTALLATION: 05/28/19 2450 Peter's Neck Road Orient,NY 11957 Attic Roofline/2x10 Attic Roofline/2x6 INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑� CLOSED CELL FOAM 8" R-56 CLOSED CELL FOAM 5" R-35 ❑ FIBERGLASS ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE 2x6 Exterior Walls 2x4 Exterior Walls/Boxends INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑✓ CLOSED CELL FOAM 2" R-14 CLOSED CELL FOAM' 3" R-21 ❑� FIBERGLASS 3.5" R-13 ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE Crawlspace Rim Joist INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑J CLOSED CELL FOAM 4" 'R-28 ❑J CLOSED CELL FOAM 3" R-21 ❑ FIBERGLASS ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE P-1 FIRE CAULKED TO CODE DATE OF INSTALATION: 05/28/19 El FIRE BLOCKED TO CODE DATE OF INSTALATION: 05/28/19 0 AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: 05/28/19 ❑ DC-315 IGNITION BARRIER TO CODE DATE OF INSTALATION: ❑ DC-315 THERMAL BARRIER TO CODE R316.4 DATE OF INSTALATION: I Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was conducted in conformance to applicable codes and standards and regulations: AUTHORIZE SIGNATURE Building Envelope and Duct Tightness Report 2615 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 2450 Peter's Neck Road, Orient Test Date 10/9/2019 Building Permit#: 44175 Compliance Pathway Performance Test Completed by : Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Enveloue Tightness Volume Calculation : Check if: Floor Area Height Volume ❑ Conditioned Basement Basement ❑ Conditioned Crawl Space 15t 2388 19104 [/] Sealed Attic d n 2 665 5985 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 9140 are. ' ucl reas where the ceiling height is less than 5 Total Volume 34229 CFM @50 pa 1705 Air changes 50 2.99 Code Compliance:tK Pass Duct Tightness: Post Const uction Test-Total Duct L akage System-1: 1st Floor Duct Location Basement •--- ----- ----------------- Floor Area 2388 Leakage CFM @ 25pa 33 CFM/100 ftZ CFA 1.38 Code Compliance: Pass System-2:.2nd Floor Duct Location Conditioned Space -------------------------- Floor Area 665 Leakage CFM @ 25pa CFM/100 ftz CFA� Code Compliance: Exempt System-3: Duct Location .......................... Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA� Code Compliance: N/A Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: 10/9/2019 Christopher Silvia,Home Energy Solutions Lead Short FOP111 Job: 2450 Peters Neck Road Date: 3125119 IN.R1,11 EWRGYEntire House v v se�:rurtcr�.s B Katel nMaieski . _�. Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 2450 Peters Neck Road, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD ('F) 61 ill Fireplaces 2(Average) Daily range - L. Inside humidity(%) . 35 50 Moisture difference"(gr/Ib) 33 , 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 c ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) System 1 1094 20525 12711 600 600 System 2 1921 29603 15340 800 800 Entire House 3015 50129 28051 1400 1554 Other equip loads 3335 576 Equip.@ 0.91 RSM 25936 Latent cooling 4628 TOTALS I . 3015 I 53464 I 30564 i 1400 I 1554 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - w rightsaft- 2019-Mar-28 13:58:52 .,:�,u.w�," Right-Su ite®Universal 2018 18.0.31 RSU20822 Page l rightsoft HVA02450 Peters Neck Road_Odent.rup Calc=MJ8 Front Door faces: S Load Short Form • Job: 2450 Peters Neck Road Date: 3/25/19 Ei h3 F: '[v E 4Lds c4.fU__-'�ri4tk. System 7 By: KatelynMaieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 2450 Peters Neck Road, Orient, NY 11957 Design Information Htg' Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 11 Fireplaces 2(Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0401317MSA Cond RA1618AJ1NA AHRI ref 6468401 Coil RCF2417HTAMCA+R92PA0401317MSA AHRI ref 8443871 Efficiency 92 AFUE Efficiency 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 12600 Btuh Heating output 39000 Btuh Latent cooling 5400 Btuh Temperature rise 59 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.029 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Den 257 8429 5445 246 257 Entry Pwdr 28 985 449 29 21 Kitchen 292 5222 4469 153 211 Living Room 518 5890 2348 172 111 System 1 1094 20525 12711 600 600 Other equip loads 1244 215 Equip. @ 0.91 RSM 11711 Latent cooling 1855 TOTALS i 1094 I 21769 I 13566 I 600 I - 600 Calculations approved by ACCA to,meet all requirements of Manual J 8th Ed. wrig htsofe 2019-Mar-28 13:58:52 ua Right-Suite®Universal 201818.0.31 RSU20822 Page rlghtsoftHVAC\2450'eters Neck Road_Orient.rup Calc=MJ8 Front Door faces:,S Load Short Form Job: 2450 Peters Neck Road, Date: 3/25/19 4 , S ,st6in 2 By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11,743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 2450 Peters Neck Road, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 11 Fireplaces 2(Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0601317MSA Cond RA1624AJ1NA AHRI ref 6468402 Coil RCF2417HTAMCA+R92PA0601317MSA AHRI ref 7940593 Efficiency 92 AFLIE Efficiency 13.0 EER, 16 SEER Heating input 56000 Btuh Sensible cooling 16800 Btuh Heating output 52000 Btuh Latent cooling 7200 Btuh Temperature rise 59 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 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) Zone1 1276 19312 12376 522 645 Zone 2 645 10291 5908 278 308 System 2 1921 29603 15340 800 800 Other equip loads 2091 361 Equip. @ 0.91 RSM 14225 Latent cooling 3853 TOTALS I 1921 l 31694 I 18078 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. � righ o s 2019-Mar-2813:58:52 , .aarap y+rrs�..gsagrey Right-Su ite®Universal201818.0.31 RSU20822 Page ...rightsoft HVAC\2450 Peters Neck Road_Orient.rup Calc=MJ8 Front Door faces: S Load Short Form Job: 2450 Peters Neck Road &10-)NI: ENERGY EY Date: 3/25/19 su:c c rtc r_s Zone 1 By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com • ect,Information For: 2450 Peters Neck Road, Orient, NY 11957 Design • • Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 11 Fireplaces 2(Average) Daily range - L Inside humidity(°/a) 35 50 Moisture difference(gr/lb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bath 1 62 1795 459 49 24 Bedroom 1 199 3179 1098 86 57 Hall 268 3772 2622 102 137 Master Bath 85 1026 344 28 18 Master Bedroom 308 5850 ' 5111 158 267 Master WIC 90 823 148 22 8 Mechanical RM 38 0 0 0 0 Study 225 2867 2595 77 135 Calculations approved by ACCA to meet all requirements of Manual J-8th Ed. WYirghtsoft 2019-Mar-28 13:58:52 r. .� Right-Suite®Universal201818.0.31 RSU20822 Page ...rights°ft HVACt2450 Peters Neck Road_Orient.rup Calc=MJ8 Front Door faces: S Zone 1276 19312 12376 522 645 Other equip loads 0 0 Equip. @ 0.91 RSM 11213 Latent cooling 2037 TOTALS I 1276 I 19312 I 13250 i 522 I 645 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - 4l1t'i'ightsQr " 2019-Mar-2813:58:52 Right-Suite@ Universal 2018 18.0.31 RSU20822 Page 5 !#M ...rightsoft HVAC12450 Peters Neck Road_Orient.rup Calc=MJ8 Front Door faces: S Load Short Form Job: 2450 Peters Neck Road 1.101\4t t:1,1QrRGY Date: 3/25119 Zone 2 By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 2450 Peters Neck Road, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 11 Fireplaces 2(Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 2nd FI Hall 112 1103 448 30 23 Bath 2 61 1195 799 32 42 Bedroom 2 199 4098 2428 111 127 Bedroom 3 197 3896 2233 105 116 OTB 76 0 0 0 0 Zone 2 645 10291 5908 278 308 Other equip loads 0 0 Equip.@ 0.91 RSM 5352 Latent cooling 1139 TOTALS I 645 I 10291 I 6491 I 278 I 308 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -P -Wriigll'liffif9W 2019-Mar-2813:58:52 . >:a- +m+^�t' 'r Right-Suite@ Universal 2018 18.0.31 RSU20822 Page rightsoft HVAC12450 Peters Neck Road_Orient.rup Calc=MJ8 Front Door faces: S N Crawl Space 4x4 nx» 8xt 4x4 4x12 Crawl Space 6x12 10x12 Sup Riser 10 x 12 8x4 4x12 4x4 8x4 8x4 Job#: 2450 Peters Neck Road Home Energy Solutions Inc. Scale: 1 : 134 Performed by Katelyn Maieski for: Page 1 187 East Main Street RightSuite®Universal 2018 2450 Peters Neck Road Huntington,NY 11743 18.0.31 RSU20822 Orient,NY 11957 Phone:631-673-0664 2019-Mar-28 13:59:07 gdlamay3@gmail.com .2450 Peters Neck Road_Orient.rup N 1st Floor Bedroom 1 4x12 86 cfm 4 x 4 49 cfm 4x12 Bath 1 4 " ', EmNPWdr cfn< 4x12 chanical RM rz� a "� � 645 ctm Sup Riser 6 x4 68 cfm 57 0168 cfm 4x12 Hall 66cfm M� r KitCh�efl.i `w, 4 x 4 22 cfm d a £ 5 w� .aka �+ Sup Riser -� aax a' sr � at �upRiser Study Bx12 ' V ,„ ,�] x 12 Master Bath 4 x 1 t MasterWlC z 05.ctm z r r°� '� �"` { . <3� gk' a �66 cfm 28 cfin x a, . Ret Rise, 8 x 1 ,� ? • 57 cfm- e°j° 660 dm -14 14° a¢ '�< 6 x 12 P a b +g '0 133 cfm 133 cfm 10 x4 , " 128 cfm 129 cYma r: Master Bedroom Job#: 2450 Peters Neck Road Home Energy Solutions Inc. Scale: 1 : 134 Performed by Katelyn Maieski for: Page 2 Peters Neck Road 187 East Main Street RightSuite®Universal 2018 2450 Pete Orient,rs Neck Huntington,NY 11743 18.0.31 RSU20822 Phone:631-673-0664 2019-Mar-28 13:69:07 gdlamay3@gmail.com 2450 Peters Neck Road_Orient.rup N 4/' 2nd Floor 58 cfm 4x4 Bedroom 3 58 cfm 4x12 6x12 14x12 12x12 4x12 Sup Riser L30 c1m OTB 8x12 4x12 Attic 4 x12 —— —7101, __——y nd FIHall Sup Riser 1 o x 12 � 308 dm Bath 2 10 x 12 4 x 4 42 cfm Re t Rlser, Sup Riser 14" 8x12 63 cfm 14' 4x4 Bedroom 2 63 cfm Job#: 2450 Peters Neck Road Home Energy Solutions Inc. Scale: 1 : 134 Performed by Katelyn Maieski for: Page 3 187 East Main Street RightSuite@ Universal 2018 2450 Peters Neck Road Huntington,NY 11743 18.0.31 RSU20822 Orient,NY 11957 Phone:631-673-0664 2019-Mar-28 13:59:07 gdlamay3@gmail.com ...2450 Peters Neck Road_Orient.rup Manual S Compliance Report Job: 2450 Peters Neck Road 11jF,1jL ENERGY Date: 3125119 System 1 By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project; • • For: 2450 Peters Neck Road, Orient, NY 11957 Cooling Equipment Design Conditions Outdoor design DB: 85.6°F Sensible gain: 12926 Btuh Entering coil DB: 75.3°F Outdoor design WB: 72.1°F Latent gain: 1855 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 14781 Stuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1618AJ1NA+RCF2417HTAMCA+R92PA0401317MSA Actual airflow: 600 cfm Sensible capacity: 16284 Btuh 126%of load Latent capacity: 2323 Btuh 125%of load Total capacity: 18607 Btuh 126%of load SHR: 88% Heating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 21769 Btuh Entering coil DB: 70.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R92PA0401317MSA Actual airflow: 600 cfm Output capacity: 39000 Btuh 179%of load Temp.rise: 50 °F Meets all requirements of ACCA Manual S. „ 40-wrighti saft- 2019-Mar-28 13:58:52 ,, + >•r �w„„ q. Right-Suite®Universal 2018 18.0.31 RSU20822 Page 1 ++ ...rightsoft HVAC12450 Peters Neck Road_orient.rup Calc=MJ8 Front Doorfaces: S Manual S Compliance Report Job: 2450 Peters Neck Road Ei )?i t7 t l Date: 3/25/19 gOLte�ra2ts .system 2 By: KatelynMaieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com ProjectlWormaftion For: 2450 Peters Neck Road, Orient, NY 11957 Cooling Equipment Design Conditions Outdoor design DB: 85.6°F Sensible gain: 15701 Btuh Entering coil DB: 75.5°F Outdoor design WB: 72.1°F Latent gain: 3853 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0°F Total gain: 19554 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1NA+RCF2417HTAMCA+R92PA0601317MSA Actual airflow: 800 cfm Sensible capacity: 20940 Btuh 133%of load Latent capacity: 3134 Btuh 81%of load Total capacity: 24075 Btuh 123%of load SHR: 87% 'Healtin• Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 31694 Btuh Entering coil DB: 69.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R92PA0601317MSA Actual airflow: 800 cfm Output capacity: 52000 Btuh 164%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. 1Ni1°ldglNill'.saft, 2019-Mar-28 13:58:52 Right-Suite®Universal201818.0.31 RSU20822 Page rightsoft HVAC\2450 Peters Neck Road_Orient.rup Calc=MJ8 Front Door faces: S J � � �'Y r .. .. y �� . 1 YF + 1 � —+s r }. � � _ rL f _ e :� .- �J 1 i r._ �f •" r , r I Robert I. Brown Architect, P.C. 205 Bay Avenue,Greenport, NY 11944 info@rib row narchitect.corn 631-477-9752 June 11, 2018 Mr. Michael Verity, Chief Building Inspector JUN 1 4 2018 Town of Southold Building Department � I Southold, NY 11971 TOWN D OF��'Il'. OLD Rey: Anglum/Latham Residence Peter's Neck Road Orient, NY SCTM No. 1000-32-01-08 Building Permit No. 41963 Dear Mr. Verity, This letter is to confirm that based on my drawings prepared for the above referenced project, and cost estimates from the contractor, and to the best of my knowledge, belief and professional judgment, the total cost of work done, and to be done is significantly less than 50% of the value of the existing structure. The existing structure is 2,219 square feet of habitable space. Based on an average estimated cost of construction($300 per square foot)the estimated value of the existing structure is $665,700.00. 1 have received a cost estimate of the proposed work valued at$236,100.00. This shows that the value of intended work is 35.5%of the value of the existing structure. If you have any questions, or require additional information, please feel free to contact me. Thank you for your attention to this matter ED ARo Sincerely, 0N5 R�!,g Robert Brown, A.I.A. Cc: Sara Latham Anglum NEw�oP� Herbert Israel, Diamond Builders 1 x � . � ►. � . • , �_�,_ ter! FOUNDATION(JIST) AA ROUGH FRAMING& EWA" PLUMBING AIM IWINUL" INSULATION PER N.Y� 17 I^r � 111 I �ifil Mill�� ,"W!�:j://� 1 ( r or � �I✓ . �A r ADDITIONAL MOTO �/'fi91fiWa llt /MMUM� I � � ' I' � 1 l��i��► � � ' • ' , �� 1'�� '► l mr � ��Irr'l _ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the follow' g,before applying? TOWN HALL Board of Health1' SOUTHOLD, NY 11971 t 4 sets of Building Plans TEL: (631) 765-1802g annr r FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Sep-tic Fo Trues C.O. ru Application Examined ;.20. 1 Flood Permit .o /G 9 Truss Identification:Form Storm-Water Assessment Form AUG 3 0 2018 Contact: 02 P�QYI-s Approved 20 oawm I�hgl�w. • 11�IJA.I.DII`�It�il�g+'-� . Disapproved a/c SOT.,' Phone: Expiration 20 1 1311 ng ector , APPLICATION FOR-BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 ;ets of plans, accurate plot plan to scale. Fee according to schedule. . b. Plot plan showing location of lot and ofbuildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application imy-not be bommenced-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. dial I be kept on the premises available for inspection throughoutthe 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 Cert'ifieate'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 comp-le ted:within 18 months from such.date:.`If no'zoning amendments or other regulations affecting the Droperty 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 requited. .. APPLICATION IS HEREBY MADE to the Buildin*!Department,forrhe issuance Qf a Building Permit pursuant to the Building Zone Ordinance of the Town of Soufhold,'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,hous1hg•eode, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections.. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder t Name of owner of premises e ,,.�• „�;;.;;.'; ,, , ,.�,;,, (As on-the tax roll!or latest deed)If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) s w Builders License No. 4 Plumbers License No. lectricians License No. ther Trade's License No. - Location of land on which proposed work will be done-,- 1 ` Alec k ' � r �• : Hamlet House Number Street ; -Lot " (� 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use'and occupancy Sn^ � b. Intended use and occupancy (�. 3. Nature,of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) Estimated Cost Fee (To;rb` aid�on filing this application) 5. If dwelling,number of dwelling-units . Nil er of dwellmg'un is c °each floor EI If garage,'number of cars I l •^� � 6. If business, commercial or mixed occupancy, specify mature and-extent of each type of use. 7. Dimensions of existing structures, if any: Front' orlw ?Rear. ` H•. Depth Height,-: ...,Number of Stories, .z Dimensions of same structure with alterations or additions: Front ' Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height ':Number of Sfories . ' 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated . 12. Does proposed construction violate any zoni lave, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO ' Will excess fill be.removed.from.premises? YES NO !/ g •, 7 14. Names of Owner of premises{'. a &&rr Address ��6 Pe► S.I►u �11`hone:No. J — Name-of Architect Addfess,�•.,.. Phone No. Name of Contractor Address Phone•No. 15 a. Is this property within 100 feet of a tidal wetland or a freshuvater.:we land?,*YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES"&D.E:C.-PERMITS' Y BE REQUIRED. b. Is this property within 300•feet of a'tiddl wetland?'* YES NO * IF YES, D.E.C.PERMITS MAY.BE REQUIRED: 16, Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point.on property,is at 10 feet or below, must provide topographical data on survey. 18. Are there an covenants and restrictions with respect to this property? * YES NO Y. P * IF YES, PROVIDE A COPY. STATE OF NEW YORK). S: COUNTY OF being duly sworn, deposes and says that,(s)le is the applicant (Name of individual signing contract)above named', (S)He is the (Contractor tv Corporate Officer, etc.) 1 of said owner or owners, and is duly authorized to perform or have.performed the said work and to male and file this application; that all statements contained in this application are true to the best ofhis knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi day of U L1. 20 TRACEY L. DWYER - I... �- NOTARY"PUBLIC,STATE OF NEW YORK k Notary Public I DW6306900 % - QUALIFIED IN SUFFOLK COUNTY _ S ature of A»nl;ca„r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL w Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 --4 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application_ Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form i Contact: Approved ,20 Mail to. Disapproved a/c Phone: 1 y Expiration ,20 BuiXQEn for M D LICATION FOR BUILDING PERMIT S E P — 7 2017 ) . I Date 3 , 20J,- INSTRUCTIONS i a. This RMJt e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plansT0 t®ffilf(g () . 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'i'ssue a Building Permit to the applicant. Such a permit shal I 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 requi red. APPLICATION IS HEREBY MADE to the Buildin Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings!, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections.. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder i Q� N EfZ Name of owner of premises ISLE A,12—.S (As on the tax roll or latest deed) If a cant is a corporation signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. i Other Trade's License No. 1. Location of land on which proposed work will be done: Z�Sd �� o�-SENT House Number Street Hamlet County Tax Map No. 1000 Section Z Block , Lot Subdivision Filed''Map No. Lot 2. State existing use and occupancy of premises and intended use and occupy ncy of proposed construction: a. Existing use and occupancy fi b. Intended use and occupancy 3. Nature of work (check which applicable):New Building Addition Alteration tj Repair Removal Demolition Other Work (Despription) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling wits on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent ofj each type of use. 7. `Dimensions of existing structures, if any: Front Rear j Depth Height Number of Stories a Dimensions of same structure with alterations or additions: Front Rear Depth Height Number ofAto ies t 8. Dimensions of entire new construction: Front Rear 11 Depth -,Height Number of Stories I ,' 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner t hT, 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO I 14. Names of Owner of premises Address Phone No. Name of Architect Address ( Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C. PERMITS MAY Bi REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES . NO� * IF YES,' D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to p operty lines. 17. If elevation at any point on property is at 10 feet or below, must provide t pographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * ES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) .. COUNTY OFLWJ SS: SM �� l�-TC 4 NM being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the �t Y P (Contractor,Agent,'Corporate Officer,etc.) of said owner or owners,and is duly authorized to p rf or have erformed:the sad work and to make and file this application; that all statements contained in this application are t e to a est q a ief; and that the work will be performed in the manner set forth in the application sled thetay✓Nblic-State of Ne,w Yo k NO. 01 H06239198 Sworn to before me this Qualified in Suffolk Count day of 5e[�tezh�0€Y- 20__� My Commission Expires 4•1 '• M. i to ,Vlre Notary Public Signature of Applicant \ A .1 1 .. �1, � I�F` '�� .y � fnn 11a11. S.1Ou5 A•la►�► T. TE ( P.O. mix 117h r 'TOWN CLERKS Suwlxil�l. Nc�. 1 r�„ �• 1 uri y ( It1::G15rR/J2 OF VITAL STnT15-TICS l C-b Fox (S 1 h) nlnaRlncr OFFICIM - �� Tcicphonc (5I h) 76.t. 1 RECORDS Mj\NAGEMENT OFFICEII �� AA I FREEDOM OF INFORMn'nON OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED- BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations of., the Code of the Town of Southold: "Floodplain Development. Permit /rCpplication" (FDP(93) ] , and ',"Certificate of Compliance frr Develq- men in Special Flood Hazard Area (C/C(93) ] . 6:_ GO C)E TOw:;r OF SOU-MOLD Ah T. Terry Southold Town Clerk August 25, 1993 4 I, APPLICATION f PAGE I of 4 TOWN OF SOUTHOLD FL00DPLAIN DEVELOPMENT PERMIT APPLICATION Cis-'Ormi' to be Clled out in duplicate. l ' CII N I; GENERAL PROV1510NS APPLICANT to read and si 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made hcrein- 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if iio work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state aid federal regulatory requirements. 7. Applicant hereby gives consent to the Local Admiolstrator-or his/her representative to make a masonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF MY IWO�VLEDGE,TRUE AND ACCURATE. •. (APPLICANTS SIGNATURE) / � `�` s"�,^�\DATE J CfSEM�IQN 2: PROPOSED DEYELOPt/IENT (T.be com�lc(cd by APPLiCM`Tl NA1,IE ADDRESS TELEPH E • APPLICANT BUILDER 1(\ ENGINEER PROJECT LOCATION: To avoid delay in processing the application, please provide. coough information to easily identify the project location- Provide the scree( address, lot number or legal description (attach) and, outside urban areas, the dis(ancr to the nearest intusecting road or well-known la�dmark. A sketch attached to this application sbowing the project location would be helpful. FDP(93) ' APPLICATION PAC;E2OFa DESCRIPTION OF WORK (Check)I applicable boxes): URAL CZ—V-EtCrPMENT ,ACTIVITY STRUCTURE TYPE ❑ New Structure M/Residential (1-4 Family) Addition O Residential (More than 4 Family) Q(Alteratioo ❑ Moo-residential (Floodproofing? ❑ Yes) ❑ Relocation D Combined Use (Rcsideudal & Commeraal) 0 DemdGtioo' ' 0 Manufactured (Mobile) Home (In Ma-nu- 0 Replacement factured Home Park?. 0 Ycs) ESTIMATED COST OF PROJECT S 060o40 B. OTHER DEVELOPMENT ACTIVITIES: 0 Fill 0 Mining 0 Drilling 0 Grading 0 Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Drudging and Channel Modifications) 0 Drainage Improvements (Including Culvert Work) j ❑ Roa<ti, Street or Bridge Construction / ❑ SuFA/division (New or Expansion) j O I /I idual Water or Sewer System J Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review_ SECTION 3 FLOODPLAIN DETERMINATION (To be completed by LOCAL AWINISTRATOk) The proposcd development is located on FIRM Pancl No. . Dated The Proposed Development: O Is N41 located in a Spinal Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). O Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is:- Ft. NGVD (MSL) ❑ Ucavailablc ❑ Tbc proposed development is located io a floodway. FBFM Pancl No. Datcd ❑ See Section 4 for additional instructions SIGNED DATE APPLICATION -4 PAGE ] OF 4 SECTION 4: ADDfTI NAL INFORMATION PEQ UIRED To be completed by L CAL ADMINISTRATOR The appbcanl must submit the documents checked below before the application can be processed: 0 A site plan showing (be location of all cdsling structures, water bodies, adjacent roads, lot dimensions and proposed development. O Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basemeut), types of water resistant materials used below the first floor, details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. Also O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations_ O Top of new fill elevation Ft. NGVD (MSL). O Floodproof►ng protection level (non-residential only) Ft:NGVD (MSL). For floodproofed structures, 2''jpplicant must attach certification from registered engineer or architect. O Certification from a`reglstered engineer that the proposed activit�in a regulatory floodway will not result ia.any increase in the height of the 100-year flood. A copy of all data and calculations supporting_this fording must also be submitted. O Other-. E I 5: PERMIT DETERMINATI N be.completed by.L 'AL ADMIN[ RAT R I have determined that the proposed activity. A_ O Is B. O Is not in conformance with provisions of Local Law-if , 19_• The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, lbe Local Administrator may �ssuc a Development Permit upon payanenl of designated fee. If BOX B i5 checked, (be Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. l I I f I I . I APPLICATION W PAGE 4OF4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No )-tearing date: Appeals --- Appm_0 GE] Yes Ne Conditioos SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(In Coastal Hkh Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL)- NOT' Any work performed prior to submittal/bf the above information is at the risk& the Applicant_ SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based oa inspection of the project to casure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRAT R Certificate of Compliance issued: DATE: BY: Attachment B /! SAMPtE CERTIFICATE/%�F COMPLIANCE I for Development /in a special Flood Hazard Area a I .a eir TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (-()VZNER MAST R-ETAIN TEITS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑EXISTING BUILDING ❑ VACANT LAND ' THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH TFiE REQUIREMENTS OF LOCAL LAW # , Y9_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C /C ( 93) t} — a - BOARD-OF SQUTHOLD TOWNIT-FRESTEE& SOUTHOLD,NEW YORK a l {( � - ,,,.'i <')!{i �.�` i`.3 �.!��,, i .+Grr , - }v S t�,.. yi i� •� ..- PERMIT NO:9298 DATE: AUGUST-M 2018 ' ISSUED TO: 'ISLEjOE.CEDARS,LLC .. t., jC '++yy;; � ;�ry1}•fir• (q;, ,':" '' -'i�- ty :, C' 'f' h. fC j { / {.21 {�� .`11 ilr irl��- �•.. •:��21`�... .}{�.� �Jl �-.�: FJ.I{.4..i41F.,i f� "Y tJ.il{.i:.e St..� T;... PROPERTY ADDRESS: 2450 PETERS NECK ROAD�,ORIENT: t SCTMM.#il,000'6.32=1 8)�.,�,r,:�..,., 7S'fi :. _ .f;t�'1•If3.4'2"."�Sla:�..:[3;, ,.- T1�,td')t�;; :11C1 :�, .r:i;, f'(i� '� _,.�{rj,r;:j'?,;�} y3�lti�?9'i `,�'C`�;.[ AIF`I'HORIZATIONJ I sPr >+.i .., i t 1 f r. t,., �:.1 Ptt cant' tot a provisions'�of Chap`ter�275' ot�tfie{°Tb�fni'Code'{of�thej Tdwn of?Souih6ld and iii :- tot da c,.•..., f , t rot. t r 'accordance{v►!ith tlie'Resdlufion'of the Board of T•titstees'addptedlat the-meeting held'on August 15 f2018I and `sm'consideration of application fee in the sum of 250.00 paidtbwIs1diof,Cedarst,LI•,C,andaubjeetato:_the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the t fO110Wing�., �S,P3C��'� :71'f� �:� t�y!; '�f�, !Tits;;r�iS',. . il( ,`Ii .. �.�r�ftd. .`}� J t,• Its' to r {t . a,�i"1:: 3—:;: r .i•,r,•,t: ,< y r;c.> (;".p+tl: < it ,SC%,. •1�t1, 3•-CSC lt.•£ 2F{: LcWetland Permit for the existing 2,220asq ft.jone„story dwelling;.,constru a,la.a'x6' addition fnto landward side of dwelling, construct a 7 6'x22.1'front entry addition; construct a 2Q 3'x12;6;�}screened n porch Qn.ggSterlyiside nstruct,,ofxdwellin , co aF1643 z46:3 y�sgond-floor-� -over exi,gddition sting easterly section of dwelling;remove existing 564Agq ft,seaward side deck and construct a proposed 11.91x24.6' deck with two steps to grade; abandon existing sanitary,,systemwnd instal lnew,sanittary.systq, land}}'ard,oiy�dy►iell ng�.install;gutters to,leaders to drywells on the dwelling to contain roof runoff,,andjm ;c ,o d n,�,e„v V ul Chapter 23�6,of the Town Code—Stormwater Management; and as depicted on the site plan prepared by Robert I. Brown,Architect;P,C.,idated;July 9,20,18;;andatam ed,app oved.pni gust,15 .2018.JT r - ,; IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed 1' and these presents to be subscribed by a majority of the said.Boadas.of this: t ,i ��;-r 'ter �`��-.�`^ _ •�� ',-' . � �a ,!. Glenn Goldsmith,President S�(/ry Town Hall Annex Michael J.Domino,Vice-President ,`Q� Ol0 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631)765-1892 Greg Williams �O i0 Fax(631) 765-6641 eou NOV 1 5 2024s BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1698C Date: March 10,2020 THIS CERTIFIES that the existing 2,220.1 sq.ft.one-story dwelling-,construct a 14.4'x6' addition onto landward side of dwelling,• construct a 7 6'x22.V front entry addition; construct a 16 3'x46 3' second-floor addition over existingeasterly asterly section of dwelling• remove existing 564.4sa.ft. seaward side deck and construct a proposed 11 9'x24 6'-deck with two steps to grade, abandon existing sanitary system and install new sanitgry system landward of dwelling install gutters to leaders to drywells on the dwelling to contain roof runoff,and in accordance with Chapter 236 of the Town Code— Stormwater Mana eg ment, At 2450 Peters Neck Road,Orient Suffolk County Tax Map#1000-32-1-8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 11,2018 pursuant to which Trustees Wetland Permit#9298 Dated August 15,2018,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing 2 220.1sq_ft.one-story dwelling.. construct a 14 4'x6' addition onto landward side of dwelling,•construct a 7 6'x22.1' front entry addition; construct a 16 3'x46 3' second floor addition over existing easterly section of dwelling, remove existing 564 4sq ft seaward side deck and construct a proposed 11 9'x24 6' deck with two steps to grade:abandon. existing_sanitary system and install new sanitary system landward of dwelling- install gutters to leaders to drywel is on the dwelling to contain roof runoff,and in accordance with Chapter 236 of the Town Code— Stormwater Management The certificate is issued to Isle of Cedars,LLC owner of the aforesaid property. 0 Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Fief ty DEC ID 1-4738-04089 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all condi ' ia�I d as part of this permit. Permit Administrator:JOHN A I7.eputy Regi Perrnit.Administrator Address: NYSDEC GION 1 HEADQIJ TERS ; S ; @ S ONY B O0 5 IRCLE RD ST B OOK, 1179 -3409 Authorized Signature: Date ,l1 / d/ Z pis - tion List FAIRWEATHER-BROWN DESIGN ASSOCIATES Habitat-TW Habitat Environmental Permit's Permit Components NATURAL RESOURCE PERMIT CONDITIONNg- GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS f NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURALRESOURCE PERMIT-CONDITIONS--Apply to the Following_ Permits: TIDAL WETLANDS 1. Regulated Activities Authorized By This Permit This permit authorizes only those'regulated activities/structures;ides tifiedvnder the section Description of Authorized Activity.,.NYSDEC does not issue after-the-fact or 6;Tbuilt permits.This permit does not authorize activities,or legitimize the existence of structures,which:,would have required a permit but for which no permit or other authorization has been granted NYSDEC. i i 2.,Notice of Commencement At least 48 hours prior'to cornmencement of the project,the permittee and contractor shall sign and return txe top portion_of the enclosed notification form certifying that they are fuily aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned,along with photographs of the completed work. Page 2 of 6 NEW YOLK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID I-4738-04089 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 4. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this.permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. 5. Accessory Structures Must Be At Least 75 Feet Landward Of The Wetland Boundary This permit authorizes the construction of new accessory structures located in the adjacent area at the prescribed minimum setback only. Structures-10cated`in tidal wetlands,or structures in the adjacent area but located less than 75 feet from the wetland boundary, are not authorized,. 6. Development Restrictions New accessory structure construction projects authorized by this permit must meet all of the'applicable development restrictions of 6 NYCRR Part 661,6(a)(1),..(4)and(7): -The 75 foot Minimum wetland setback requirement for all principal structures and all non-water- dependent structures exceeding 100 square feet in area. -The 20%maximum adjacent area coverage limitation for impervious structures and surfaces. -The 75 foot minimum wetland setback requirement for all hard surface driveways,roads,parking areas and similar impervious surfaces exceeding 500 square feet in area. 7. Conformance With Plans: All:activities authorized:by.this:permit must be in strict conformance with the approved plans subzniitecl,by the applicant or applicant`s agent as part of the permit application. j Such approyp&plai s were prepared by:Robert I.Brown last dated 3/20/12,and stamped!'NYSDEC APPROVED"on 5/14/12. S. Storage of Equipment,Materials The storage of conktudtioft�6quiprnent and materials shall be i confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 9. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion ctsntroI devices'shall:be-placed-at the landward.edge of thc.buffeuarea or.:75.linear.feet from.the tidal wetland boundary, or aa.pe the.NXS1 C-approyed pl.a ,:prior to..comm. Bement of.auy:xeguluted activities and remain in place and in good,functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 10. Area of Disturbance.for Structures Disturbance to the natural vegetation or topography greater than 25 feet seawar4:ofthe approved structure is prohibited. li. Roof Runoff Directed to.Drywells Roof runoff shall be directed to dryv+ells.with the capacity to store/recharge the runoff from'a 2 inch/24 hours precipitation event.•All drywells shall be located a minimum of 75 feet landward of the tidal wetland boundary. 12. Concrete Leachate During construction,no wet or fresh concrete or leachate.shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready mixed concrete trucks,mixers,or other devices be allowed to enter any wetland or waters. Only watertight or . waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. Page 3 of 6 NEW YORJK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04089 13. No Changes to Septic System This permit does not authorize any alteration,expansion or replacement of existing septic systems. 14. Clean loll Only All fill shall consist of clean sand,gravel;"or soil (not asphalt, slag,flyash,broken concrete or demolition debris). is. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be eontainedby a continuous-line of staked haybales/silt curtains'(or other-NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer.area. Tarps are authorized to supplement these approved methods. 16. Vegetate All Disturbed Areas The permittee shall revegetate all,exposed faces-and-disturbed areas to prevent soil aosion prior to the project completion or expiration date of this permit,whichever comes first. 17. No.Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. is. No Construction Debris in Wetland or Adjacent Area Any.debris or excess material from consttuction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 19.v Precautions,AgA t_Contamination.of Waters_ ..All necessary precautions,shall be taken to. :................ . ...: :: .< t preclude contamination of any wetland or waterway by suspended solids,sediments,fuels, solvents, lubricants,epoxyco'atiiags,paints,'concrete,leachate,or any other environriientally deleterious Materiau associated-with the project" . 20. State May Require Site Restoration If upon the ekpiration,or revocation of this permit,the project hereby authorized has not been completed,the applicant,shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to-its former;condition. No claim shall be made against the State of New York on account of any such . removAfor-alteration.. 21. State MayOrder Re noval'4 Alteration-of Work Yfiitufe operations by the State of New York require an alteration in the position of the structure or work herein authorized,or if,in the opinion of the Department of"Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows.or endanger the health, safety or welfare of the people of the State,or cause loss or destruction ofthe natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure,fill, excavation, or other modification of the watercourse.hdreby authorized"shall not be completed,the owners, shall,without. expense to the State,and to such extent an&in.such time.:and mann D er as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure off•fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall r be made against the State of New York on account of any such removal or alteration. j ' t Page 4 of 6 ► { � s NEW YORK STATE.DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04089 22. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS•-Apply•to.ALL Authorized Permits: 1. Facility Inspection'by The Department The permitted site or facility,including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the wozk suspended pursuant to ECL 71-0301 and SAPA.401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. ; A copy of this permit,including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all tunes at the.project site or facility. Failure to produce a copy bf the pe 9*.upom.requestby Aepartment•representative is a violation of this•pgt*t. 2. Relationship,pf:this•i'eirinit to.:Uther Department Orders and Determinations Unless expressly :,.. provided,for b the Department,issuance*of this permit does not modify,supersede or rescind any order or detenination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this . permit, Such application must include any forms'or supplemental information the Department requires. Any renewal,,modification or transfer.granted by_the,Department must,be in_writing. Subrnission.of applications for permit renewal,modification or transfer ar•e to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS .SUNY @'STOMP BROOK15b CIRCLE RD STONY BROOK,-NY11790-3409 4. Submission of RenewalApplication The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizatiom:.Tidal Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify,suspend or revoke this permit. The ( grounds for modification, suspension or revocation include: a, materially false or inaccurate statements in the permit application or supporting papers; Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-04089 b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly`discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the'existing permit; p.. e, noncompliance with previously issued etit.conditions,orders of the commissioner,any provisions of the Environmental Conservation Law of regulations of the,Department related to the permitted activity...•. 6.-Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications fot permit transfer should be submitted prior to-actual transfer of ownership. NOTIFICATION OF OTHER PERNIITTEE OBLIGATIONS i Item A:Permittee Accepts Legal Responsibility and Agrees to Indemnification The p°etmittee,excepting state or federal agencies,expressly agrees to indemnify and holdharmless the Department of Environmental Conservation of the State of New York,its representatives,employees;. andagentS•(" ► "�for., l claims;suits,actions, and:damages,to the extent attributable to the permitteds acts or omissions in connection with the permittee s undertaking of achvthes in connection with,or operation and tiiaiinteiiance:of,the facility or facilities authorized by e tht wh permiethr.m .. compliance'or not is compliance with the-terms and conditions of the pertnit. This indemnification does not.extend to any claims, suits,actions,or damages-to,the extent attributable to DEds own negligent,& intentional acts or omissions,'or to any claims,suits,or actions.namirig.th&6k and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision.' under.federal or state laws. Item*:Permittee's Contractors to Comply with Permit The perinittee:is-responsible for,inforrning:its!independent ontraetot-s;::employ s.,agents and assigns of their tesponsjbility to comply with this permit,including all special conditions while acting as the petmittee's;agent witti respectta the peirnittedactivities,and such persons sha11 be subject to thb same sanctions for violations of the Environmental Conservation Law as those prescribed for the pennittee. Item C:PermitteeResponsible for'Obtaining Other Required Permits The penn:ittee is responisible for obtaining any other permits,approvals,lands, easements and rights-of- way that may be required to carry out the activities that ate authorized by this permit. Item D:-No Right to Trespass or'Interfere with Riparian Rights This permit does not convey to the permittee'any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the ' permit. Pa e6of6- g r NEWYORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 r SUNY Via.Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 I'F:(631)444-0360 www.dec.ny.gov PERMIT REISSUANCE November 29, 2017 Isle of Cedars LLCI P.O. Box 455 Orient NY 11957 Re: Permit ID 1-4738-04089/00001 Isle of Cedars LLC 2450 Peters Neck Road Orient SCTM # 1000-32-1-8 New Expiration Date: 6/13/2022 ARNO-DEP Dear Permittee: The Department of Environmental Conservation (DEC) has completed a review of your.request to reissue the above referenced permit. Pursuant to the Uniform Procedures Regulations (6 NYCRR Part 621), your permit is hereby reissued with a new expiration date of 5113/2022. The permit has been reissued /extended to the maximum permit term of 10 years from the original permit issuance date of 5/14/2012. No future reissuance or extension to the permit term can be granted. - This letter is a modification to the original permit and must be available at the permitted site whenever authorized work is in progress. All other terms and conditions remain as written in the origin it and permit modification issued on August 21, 2012. Sincerely, land puty Per a or JAW/m rp cc: Marine Habitat Protection File NEW YORK Department of o Po°;Nn Environmental Conservation New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY o@ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 Fax: (631)444-0360 Website:www.deany.aov Joe Mutens Commissionei May 14, 2012 Isle of Cedars LLC P.O. Box 455 Orient NY 11957-0455 Re: NYSDEC Permit# 1-4738-04089/00001 Isle of Cedars LLC Property 2450 Pater's Neck Road Orient SCTM# 1000-32-1-8 ( Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its Implementing regulations (6 NYCRR, Part 621)we are enclosing your permit. Please carefully read all permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather, and a Notice of Commencement/Completion of Construction. Sincerely, AKU �` Matthew R. Penski Environmental Analyst 1 cc: Fairweather Design Associates, Inc. BOH-TW BOH File a i New,York State Department of Environmental Conservation division of Environmental Permits, Region One SUNY @7a Stony Brook, 50 Circle Road, StonyBrook, { Phone: (631)444-0365 Fax: (631)444-0360 �k, NY 11790-3409 Website:www.dec.nv.aov Joe Martens Commissioner TIDAL WETLANDS PERMIT MODIFI7ATION August 21, 2012 t Isle of Cedars LLC Re: NYSDEC# 1-4738.04089/00001 P.O. Box 455 isle of Cedars LLC Property Orient NY 11957-0455 2450 Peter's Neck Road Orient SCTM# 1000-32-1.8 Permit Expiration: 4/13/2017 ARNO-DEP Dear Permittee: Your recent request to modify the above permit has been reviewed pursuant to 6 NYCRR Part 621 (Uniform Procedures Regulations). it has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is modified to authorize: Construct a second story addition onto the existing dwelling;remove the existing sanitary system and install a new sanitary system; place 135 cubic yards of clean fill; install/relocate drywells. this modification shall be performed in accordance with the plans prepared by Robert 1.Browln on work for 8/5/12, and stamped"NYSDEC Approved"on 8/21/12. The proposed modifications, as shown on the aforementioned approved plan, are more than 100 feet from NYS Regulated Freshwater Wetland 0-9, and are therefore, beyond the jurisdiction of Article 24 Freshwater Wetlands, Natural Resource Permit Condition number 13 Is replaced as follows: 13. Sanitary System Above Groundwater Sanitary systems(Bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. This letter is a modification to the original permit, and as such, shall be available at the job site whenever authorized work is in progress. All other terms and conditions remain as 'wrrtten r the arigita�tl permit. inter y, J n A. Wie d Dep it Administrator cc: Fairweather Design Associates, Inc. BOH-TW File - NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FacililY DEC ID 1-473844089 L PERMIT Under the Environmental Conservation Law q, Permittee and Facility Information Permit Issued To: Fae�ity: ! ISLE OF CEDARS LLC ISLE OF CEDARSLL,C PROPERTY PO BOX 455 2450 PETER'S NECK RDISCTMI 000-32-1-8 ORIENT,NY 11957=0455 ORIENT,NY 11957 (631)323-2642 Facility Application Contact: . F DESIGN ASSOCJATES AMY K MARTIN 205 BAY AVE GREENPORT,NY 11944 (631)477-9752 Fad*, oc than;.in:.SOIITHOLD in SU QL .CQUNTY,...... Facility Principal Reference Poirot: NYIU-1 : 727;g Latitude: 410OT40.3" Longitude: 72017110.5" Project L.•:otklan: 2450 Peter's Neck Road,..Orielit Authorized Activity: Congtruct two(2)additions to.the existing single family dwelling;screendd porch,brick patio,steps, repair/reconstruct the existing deck,and install diywells. All work shall be in strict conformance with the plan prepared by Robert L Brown last dated 3/20/12,and stamped "NYSDEC APPROVED"on 5/144.2. SAP 1-09-013 The proposed:pro1gct,-:as:shown on the.aforementioned approved plan;i' more-than 1 OO.feet from`NYS Regulated..Freshwater Wetland 0=9, and is therefore,beyond the jurisdiction of jrticle 24'Freshwater Wetlands. . . . Permit Authorizations Tidal Wetlands-Under'Article 25 Permit ID 1-4738-04089/00001 New Permit Effective.Date: 5/14/2012 Expiration Date: 4/13/2017 ' i Page 1 of 6 i O�"Offol/c OGy BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Gy?jO� �ao�� Telephone(631)765-1802-FAX(631)765-9502 Temporary Certificate # �� Date 7�' 7-� 2019 Customer Name,1 tL &r G S LL�� Electrician Name Address Zel<P c7� 96ac- (2p Phone e-mail Ole C 14 G e-mail S�Q a� ( - rl l2 c4dG a Co. f Phone License# Size Oe" A Phase l Overhead Underground_� #of Meters Remarkslem) 3c-P, 14L� #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect f Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Opp" Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This veriti ation is valid torpq days trom the date above. Authorized by fUttr7 ffr7l&L NG DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD . Town nnex- 54375 Main Road - Pb Box 1179 APR 1 2 2019 Southold, New York 1'1971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger:richerttown:southoid:riVus TOWN OF SOUTHG'L APPLICATION FOR ELECTRICAL INSPECTION.. REQUESTED B Dater Z q Company Name: Name: License No.: email gQ --��L_ I t`r1o�l1.0 O Address: q<Z 1 _ Phone No g r _... JOB SITE INFORMATION: (All,information Name: 0-FCPJ Address: aL4n.0 C C Cross Street: Phone No.: 31004491 BIdg.Permit_#: email: Tax Map District: 1000 Section: Block: Lot, BRIEF DESCRIPTION OF WORK(Please Print Clearly) D�,i��,o� �o,•� G1 lion G e o x A50 Circle All That Apply: .Is job ready for inspection?: NO Rough In Final Do you need a Temp Certificate?: YES 'U Issued On.... Temp Information: (All information required) Serti lto-size 1 Ph 3 Ph Size: _.. _____.. .A #Meters _ Old Meter# New Service Fire Reconnect- Flood Reconnect- Service Reconnected -Underground - Overhead 1#'Underoroutid..Laterals ,1 2 H Frame Pole Work done on Service? Y :Additional Information::" PAYMENT..DUE WITH APPLICATION: 82-Request for Inspection Form.xls ° I l� ° Scott A. Russell �°S�F '� STO]KI��] WA IFIER, SUPERVISOR z M[AINN AcG!]EACENT SOUTHOLD TOWN HALL-P.O.-Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 O r�- Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET SEP 0 4 2018 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) []6(A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. El C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. m6D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. , ❑ E Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. ---------- - If you answered NO to all of the questions above, STOP I Complete the Applicant section below with your Name, Signature, Contact Information,.Date & County Tax-Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please.submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFyour Building Permit Application. S.C.T.M. ": 1000 Date: APPLICANT: (Property Owner, iqn Profes�Ional ent,Contractor,Other). District NA\9E: a Zection �'P,m� Blo Lot b' yJ� 01 tiTS� FOR BUILDING EPARTMENT USE ONLY Contact Information QekpMre humhd Reviewed By: A. � Date: O "3 _ _ �S _ Property Address/ Location of Construction Work: _ _ _ _ _ _ _ _ _ _ _ _ I ❑ Approved for processing Building Permit. r� ( _ S rmwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 A1's'LrcArrr: o S.C.T.M." 1000(Property Owner.LDesign Professional. ent.Contractor,Other) - � —�— OSaFRZk CHAPTER ER 236 a- �e Stormwater Management Control Plan CHECK LIST` aME: (t�,!l( C Serttun Lot CO' z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. 'r Date: ol g * The applicant must provide a Complete Explanation and/or Reason for not providing Z �g all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item,Please Provide Justification Here! show all of the followingitems YE NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries b. Total Site Acreage. c. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17tC.M. d. Test Hole Data indicating Soil Characteristics&Depth to Ground water. e. Limits of Clearing & Area of Proposed Land Disturbance. tD� t vt2l rg&Proposed Contours of the Site (Mlnimatt,z tnter.alsl 0n of all existing& proposed structures, roads, ays,sidewalks,drainage improvements& utilities. rades& Finish Floor Elevations for all existing & ton n ranee, proposed structures. encmg,sta M ization& 1. Location of proposed Swimming.Pool and discharge ring. KLp pZ&geclingotexposed and/or inactive soils. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area.(s). (e 1. Location of proposed concrete washout area(s). m.Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,stor NSPECTIONS ARE REQ r�� p e and infiltrate on-site the run-off from all impen ions surfaces generated by a two(2-)inch ntaet TOS Engineering at 765-15 rainfall/storm event. Backfill, OR Provide Engineer's C er 3. Details&Sectional Drawings forstormwater practices are required for approval. that the drainage has been inStalle 2 6 20IR Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b• Construction Entrance& Site Access. [_] s-�f�(,t c. Inlet Drainage Structures (e.g.catch basins trench drains,etc.) „4�,.`, ,n - �� i •.� d. Leaching Structures. (e_ .infiltration basins,swales,etc.) FOR EINGINEERI EPART Ei USE ONLY Additional Information is Required. l� Reviewed & Stormwater Management Control P 13 Approved B,=: i— - - - - - - - - - - - - - - - - - - - - 'A g Ian Is Not Complete. 4 i; ! Stormater Management Control Plan is Complete. Date: 4 Z(o ..� - - - --SMCP has-been approved_by-the-Engineering Department 1 FORM SVI•'C heck List -TOS MAY 2014 - ----- -=_-=----_-- O Telephone(631)765-1802 Town Hall Annex �.� � Fax(631)765-9502 54375 Main Road P. O. Box 1179 x Southold, NY 11971-0959 O Vq- �U1LDILLG DEP Q►�RTIIHE NT.. NOTICE OF UTILIZATION OF TRUSStYRE�CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AIVD/.fjiWT-IMBER CONSTRUCTION Date: V� Q \ Owner:. •- isle a � afs ' .•o• Pro pert `15 ��-G Please-.tyke notice that thd-(�bgqk ppoilOatyCe:llnd): : New commer # f� sid�ritiatrstructure� 'J" romrxa t' ifl Stu ':Addition to,eX`I; tr4 ,or residential st uoltire A0habilit ti ir*�o=an existing-�ddMmercial or resideiafi�tl tnac#pt'e::=:. to be�construcl' c#tir performed at the subject Prop, erty reference above.VvtH..11til'tze (check applic ble.line):. ; W l . Truss.t_yPe 1tr..uction (TT) Pre-engirYoet llvor. , ruc#ion DPW). . AL Timber constfdd#ioti(TC}:';� in the following location(s) (check applicable'iind): Floor framing, including girders and beams (F) Roof framing (R) Floor.and.roof;framing;(FR) Signaturel� �--- � �--� ,y►'lr`"�'�J� Name (person submitting this form): �Rv Capacity check applicable line): ,� Owner Owner representative TrussReg15.docx Effective 1/1/2015 �\ 5 SEPT., 2018 QC'. • � 30 AUGUST, 2018 0 25 JUNE, 2018 01 GG \ 23 MAY, 2018 02 FEBRUARY, 2018 G W \. 1,. H �i• ,� Q H x a 18 JANUARY, 2018 f3 Z a h A 16 NOVEM13M 2017 O �V Q\ J � ,� 16 AUGUST, 2017 16 NOVEMBER, 2016 W JULY 01, 2014 MAY 15, 2012 O ad DIo 74 5 i .6 �Q\�\�� Q F THESE PLANS ARE AN INSTRUMENT OF SERVICE 16.3' _J P 2 P�j Q �9 AND:ARE THE PROPERTY OF THE ARCHITECT. P .O. , \N� �P. OF INFRINGEMENTS WILL BE PROSECUTED PRp��PRE 26'� ©2018 ALL RIGHTS RESERVED P� 3 o S�P � ER �� Z N � O E s�P N° ZONE Robert rt I .o �No�o � .� Brown Architect, P.C. s , 16,3' i _ 3 205 Bay Ave. Greenport NY 4 Info@ rlbrownarchitect.com G3 1 -477-9752 O Z 6 1`0M IT IS A VIOLATION OF THE LAW FOR ANY PERSON, ,� OE CO UNLESS ACTING UNDER THE DIRECTION OF A Z N LICENSED ARCHITECT,TO ALTER ANY ITEM ON o THIS DRAWING IN ANYWAY. ANY AUTHORIZED U ALTERATION MUST'BE NOTED, SEALED, AND ro DESCRIBED IN ACCORDANCE WITH THE LAW. V , t� qo iTc _ •� Ar 2 ao 4. a4A Q• NEW CLIENT/OWNER ' r 15LE OF CEDARS N 6643� 11 W 45. 63 Z PETEK5 NECK ROAD ORIENT, NEW YORK PROJECT TITLE 19 RENOVATIONS AND EROSION&SEDIMENT CONTROLS ADDITION Shall include but not be limited to: �c A well maintained Construction Entrance, 0) Wire Backed Silt Fencing,stabilization& o Cp' Seeding of exposed and/or inattive soils. 40 ry 51TE PLAN DRAINAGE INSPECTIONS ARE REQUIRED /� / rr%nfmg-t TnQ Gnainnnrinc�.*7AC-1 i.Cn k-4- C4'FNFRAI MOTFCf O ti� • � O`P��- O PQ�O� � _ ,:- � •` � - -- cam, o� Pe P\- �P � -- Pn a ,o� / 30• �Q • of ?4 4, O ❑LE //,��`� Y0� Q UTIL LIL416A O 0a 17 = 174.G C.F. 0 YELL = 205.3 C.F. z• ' • ' • ' • ` GUY i i i i j OG` 0(- WIRE 17 = I G8.G CF 2�3, ��aG� • Q P� YELL = 205.3 C.F. O� OF � P 17 = 170.2 CF 5�`NG �e GPI Q�O�� O VELL = 205.3 C.F. d�Vpe �Q.�P\. �30I 17 = 1 G7 C.F. TES HOL� % % 0 /ELL5 = 205.3 C.F. CO RETE �� `� i __►� 17 = 4G5 C.F. A W SHOUT ARECQ :LL5 = G 15.9 C.F. °� QeeO ` 00 co 1 -I - - ►Z Q PROPO5 I-STO 1 ROPOSED N '- "� ADDIT 5. -STORY / , I 22 N n _ X� 59.7' ENFR ZO E 3 �O cr / EXISTING ---- -- O�ZG• N 1 STORYF•LRAM HOUSE �p �. P`Q�O�• 24,6' - O OOD DECK �� BURIED '~ 212, 2,5 1 16,3' BRICK O O ZONE AFL. 6) n S DOD ZONE VCEL. 8) W 4 � � �• O 5 GE OF LAWN O � ED � �• JN 'm r A ICED TO N.A.V.D. 1988 DATUM ARE SHOWN THUS: '' DED NATO NES ARE SHOWN THUS: 5 oF_DANK 5 � ZOE Of DANK �o 4 oq 3 2 EN FROM: y$ Jo. 36103CO068H y2 ►TIONS DETERMINED TIE LINE ALONG APPARENT [TH VELOCITY HAZARD (WAVE ACTION)i N 600289551 HIGW " WATER MARK ON 10/18/11 9� iTIONS DETERMINED ^ 109. 19 ' . IE F L AN OW WATER MARK ON 10/18/11 AT 10,30 AM � cd EXCEPT A5 NOTED (0 40 D ON SURVEY BY NN TAFT CORWIN III, LAND SURVEYOR SUFFOL=I�'COi NTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE.USE ONLY. ^ ,€' OFFICE OF WASTEWATER MANAGEMENT Health Department Ref;No. c� 360 YAPHANK ,VENUE,SUITE 2C,YAPHANK,NY 11980 y52-5700 OR HealihWWM@suffolkcountyny.gov APPLICATION TO'.,,U BATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. S`EC�IOI�T 1 FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: -- i o ©DLL 7 Tax Map No.: District Section Block Lot Name of Current Applicant: Mailmg Address 950< ' " 5 G31 �.v�` �.. Email Address p Name of Current Agent: K< l ,,4<k Tel#: (631) Mailing Address: ✓911 v� i �'\s eA�o 4 Email Address: �,{ ,) DATE OF ORIGINAL APPROVAL: C� •Z,C;y �, *If more than 6 years old and SCDHS site inspections have not been erformed,anew application will be required SE`CTlQ1V 2 ;' FOR TRANSFERS WITH P VIOUS APPLICANT/AGENT PERMISSION Name of Previous Applica rtAge�n Tel#: - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTXON 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: Tel#: - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: FOR ALL RENEWALS AND TRANSFERS Application is hereby made to [ ]TRANSFER, [X] RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein are true and correct,and that all work shall be done in accordance with all applicable Town,County, State and Federal Laws. "Any false statement made herein is punishable as a misdemeanor pursuant to S210.45 of New York State Penal Law." Signature of Current Applicant/Agent Date Print Name of Current Applicant/Agent Title Cqjcll� LLC) DEPAR�(TIvIENT USE ONLY Permit is TransferredCen m d Until /V Number of Bedrooms Approved Signature of Department Representative /< Date.,�/ SURVEY OF PROPERTY SI T UA TE ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-32-01 —08 4. e° i e SCALE 1 "=30' APRIL 30, 2009 e .Q Xgq� • �� '•' ed. e OCTOBER 18 2011 ADDED TOPOGRAPHICAL SURVEY az S MARCH 1 , 2012 ADD COASTAL EROSION HAZARD LINE 118.72' 73.40' v E 42 4,O f S 73e40,30 e , �5' P JUNE 27, N $1.36'10" J2o 2012 ADD SPOT ELEVATION 4o a E o-•-acpNa sP s •. d . 141�q �c AREA = 63,332 sq. ft. �aJ�� a °' p�ER �O,q�Dk (TO TIE LINE) 1 .454 ac. 99. .e. :e : # 1?0 V O a •e O 5�ti M coNc p 62 . epee d , .. e° e CER TIFIED TO: pF pq��eNT . .e; . d ISLE OF CEDARS LLC FIDELITY NATIONAL TITLE INSURANCE COMPANY • e d mIV T s ^/ / 70 • d UnU1y \ 1.& a. l / 'o L1L#ISLE l / i A d .\ G1/y . WIRE e: 4.1X 24.4' °• W (V !T� ..e" • �j 2 V l�C� M V Q x r. x d �' y� F X Q w TEST HALE :d e e d Q' ' H •. 24.3' x Z 4 X 1 a e X O x X. 44 / 4.1 X I x x N1 x X 452 `� NOTES: xglKk X� X4.2 s 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM X x EXISTING ELEVATIONS ARE SHOWN THUS: a 0 X5. LaX 2 EXISTING CONTOUR LINES ARE SHOWN THUS: - —— —-5-— —— - 2� / x 5'9 5.6 W W F.FL. - FIRST FLOOR 4 X 4.4 I ; X-`.%g X— 00 U G.FL. - GARAGE FLOOR 'C r 16•T' 1 ca o' x5,2 O 2 T.B. - TOP OF BULKHEAD ' `� �' B.B. - BOTTOM OF BULKHEAD 7 S O f 9 S/FPSTOpp p 163 B.W. - BOTTOM OF WALLToT 2. FLOOD ZONE INFORMATION TAKEN FROM: 4-- / , @RR��o FRq,yF —,74 6• ? FLOOD INSURANCE RATE MAP No. 36103CO068H \ /YO \ \yQ� ZONE AE: BASE FLOOD ELEVATIONS DETERMINED I O ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); 4 ` X o ?�? a ?46,F fFLCq \ ��Q Q \ BASE FLOOD ELEVATIONS DETERMINED n' k0 O Cl. NTRq CE \ ` O � V .0,� J 1Yp00 8 e. 5.5 4 M cNi X 5.5 /� ST(ps �` W00 .3• of o o x \ ` STP 5 $ QX 3$� \\ X EDGE OF'LAWN XJU \\\ fix/ •� � ! 6.3 Z t k" Z \\ X&,4 \ \\ 4 �I-�-+ ZO1F M (EL . 6� S� x -1 \ \\ \\\ 1 1 . ' 2-9 !ZOW VE (EL. 8) x�1 \ � _u x \ x __ x52 COASTAL EROSION HAZARD LINE AS SCALED FROM \\ \ WO \ XI& x / � � �\ 1-1 -3 COASTAL EROSION HAZARD AREA MAP PREPARED IN ACCORDANCE WITH THE MINIMUM \ ODfO x� 7.4 \ x \ STANDARDS FOR TITLE SURVEYS AS ESTABLISHED \ \\ A(I —1 7.0 �� \ -4 �� PHOTO No. 49-628-83 SHEET 26-0 OF 49 BY THE L.I.A.L.S. AND APPROVED AND ADOPTED \\ \\ \\\ AL AREq x� \\' ZQ \\ \\ o S FOR SUCH USE BY THE NEW YORK STATE,LAND � \ \ \ \ \ x\ \ 22' w TITLE ASSOCIATION. - y Al \\ _ — _ T �e / mz \— r`v ` OF 6 ,�` S 60e \ \\ �rn}`p F B— —— x50 \I'llX 28 c \ \\ \\ 'VE AMK 4 / \ \`�� - - x "y / fC. / V ,� Tj \ \ OF X \ 5.3 chi fii 6 .y �f' k•WgTF 4.0 10 OO 'per,@ \ 66 \\ -- -- ——a •a, :.-`"�t � 3 7p.3p �.3 1 , 9,09 Q1G 4S J !r ' ` — `— — -2 .ti.'�1�41�.i.�...Llc. No. 50467 , ` UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin �l TO THIS SURVEY IS A VIOLATION OF 4 N 87e 07'1 2" W SECTION 7209 OF THE NEW YORK STATE III o Z EDUCATION LAW. ZG `�7•`�V COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR �� y^6• - Qo EMBOSSED SEAL SHALL NOT BE CONSIDERED CD TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. Z T ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND O TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 29-0'73B TEST HOLE DATA �tr` „1':N. 2 AVt'BY McDONALD GE IEN E � g�,��%� PE7- 05/ 14/201 2cov- ID R,,, ey A I\ RO TE IQAD DARK BROWN LOAM OL NL CRSCRVCC LINE \ o�° Wa,� w I ' BROWN CLAYEY SAND 5 �10� 3,7 / WATER IN BROWN �000 4' CLAYEY SAND 5C ? 6DIA 'DI1 WATER IN PALE BROWN o`� it it DRD;,:41). . CV / I FINE TO / TRENCH 0 / I i DRAIN f° _ / COARSE SAND 5W l I ' L l i APPRO✓.LOG / T 5T LE I LEACHING Q POOL I 8'DIA x AREA FOR 0%EXPAN51ON 3y4 I DRn%EL. F SEPTIC 'Y5TEM / Q 13, JAaPROX.AREA OF R lUIR.O FIIL 7 ".Y. WATER ENCOUNTERED / o I r T*OX Loc.. 3.7' BELOW SURFACE / 'IA x 4'D' OF ING P CHjNG POOLS s / PROP SE D "LJ' FROP05CD PROFO:'.. s' Z� c>C'„ftNEC ADDIiiC.J I "� 4EL.%4 20 / ) 12W GAL. 0 4 O�� TANK F 14 <'6j i sago r4' S in��SFO FhOu L44 K l l e� / F.Ft.6.0' SF r�4 F.Y TO 8F RAISED.TO;0.7' M,a k�, 1�• •sr.: 'y:' ,a k E a 1 0 f-zR,.i�y,.P / ` _ !Y)Fp 71A 4' . Ft,!'1 y T ,a m - � C/� , a:�D%,:�>�t,'��=.�)f �< <',: .�'=u%•3 �r.• '` '�tr, FROFosr:.D A7ARD AREA MA Q / P 2ND FLfiOR CO TAL./EROSION HAZARD LINE AS SCALED FROM -F ee��,, i+•��n _ ,'P•FC ADDITION SION 1HIE ai iv3 B mac-„pag tI jj��','.,L�.4t / e cN�-Sr PHO 0/ o. 49-62 -83 SHEET 26-0 OF 49 ED ,� n o IA..i GC-OF LA cc tic I ?u ZONE AE (EL, 6) / / CEONE VE <EL, 8) ltiOODeD ^ i BASED ON SURVEY / bgTU'44gR(-,q Off PROPERTY 5ITUATE ORIENT v, _ TCrC -^ {;/�`_ -�.... BAAA — �� - - / '-vv'v'i•J O� �vv7i�1VL✓ ✓ / SUFFOLK COUNTY, NEW YORK `9s8'U, S.C.'TAX No. 1000-32-01-05 "I 11/6N APRIL 30, 2003 NOTE: PUBLIC WATER. bs a�\c�. pOCrOBER 18,2011 AUDEDTOPOGR.APHICAL5URVtY NO WELLS WITHIN I501. �, ' AREA=G3,332sq.ft. tS Sa f�� •\ / N rTO TIE LINE)1.454 ac. ° � O co SURVEY BY: —1 —yam Nathan Taft Corwin III S I T E P L A N 28.78' 49•>9.`�!3° \ 558°27'12"w Land Surveyor S52°13'17"Ud E 23.1 7' CURRENT LOT COVERAGE=G,455.O5.F., 10.59%, N52°1 60 1 W -% FROP05ED LOT COVERAGE=G855.75 5.F., 1 1 505 15.40' 552°25'30"4�J . SCALE: I" = 40'-0" �' 8 5�, FIGURED ON AREA LANDWARD OF ORIENT HARBOR TOP OF BANK 4 FIN15MED CAST IRON COVER f�.�ando�1T1'��>R�.O a E'.�CIJ 'i�l.�r.3fdiIita,y system must be,�1 EL. 10.07' GRADE EL.9.8' TO GRADE comfO1T�`s�nce i, it depa'tmezi�AE'',.g'�..�i e'n e t tE�3IYfl1 FINI5HED t I gg^^ g M �(D as proof. GRADE EL.8.2' completed form V�VV1vS° U � Y' PITCH 1/4"/FT.—� PITCH I/8"/FT.MIN. z INV.EL.7.3' INV.EL.G.8' FINISHED GRADE EL.5.G' 25' MIN.4" ip O 5CDH5 APPROVED APPROVED PI - `r 1,200 GAL. INV. 5EPTIC TANK z 5CDH5 APPROVED Z BOTTOM OF I O' LEACHING POOLS SEPTIC TANK PRECAST 60 x 2'D.EA. BOTTOM OF LEACHING POOLS EL. 2.0' N N ELEV.2.3' 8'-0"0 GROUND WATER % ��eD AR�h IT IS fi4hr)?-kTION OF THE LAW FOR.MANY PERSON, ��\��P� I.BRO T O,A UNLESS ACTING UNDER THE Q 5 0 <v PROPOSED SEPTIC SYSTEM DETAIL fi ,$�� ,� �; " = N.T.S. :I_rvi 01N TITS Pi.F rJINIG IN AUTF-RIATION Y-,gUST FIE 63dA yO2� fIICTED,SEALED,AND OF N�� SUFFOLK COUNTY DEPAR j NEUT OF HEALTH SEF:VICLS DESCRIBED IN J�CCOi�DANCE PERMIT FOR APPROjrAL,OF LON`j'";UCTIONFORA (SLE Of CEDARS WITH THE LAW. E 1 1 2012 SG�IGLE FA4l9ILY R.Es!^.:Ei4•c£ t NVI yy -9 F ER5 NECr\ LOAD, ORIENT, NY q n:-n F' P 0 - �(' I ®ATE .�. REF K10, RIC) lam— Q04-7 REV. 09/ 1 1/201 2 I APPRovER _ U. �® Br 1 . E3f�OWN ARCI�IITECT, P.C. ' � ,'� < EXPIRESRHRE rix MI tEYEARS FR f�Cl F r A( WEAT�IE(� DESIGN A550CIATES. INC. I co -- -a ®__,_.�e _ �3ATE C?FA�1i©�AL C) °NJ 205 BAY AVENUE M GREENPORT, N.Y. 1 1544 G3 1 .-477-9752 (Fax) G3 1 -477-0973 SURVEY OF PROPERTY SUFFOLK E',T OF HEALTH SERVICES SITUA TE �-,L-:4—TRUCTED WORKS FOR FAI'11YRESIDENCE ORIENT D af 14 2 0 ta H.S.Ref.No. -/-A(0—I a—0047 Trip sewn.,:,dicpoca,!ind TOWN OF SOUTHOLD h3vo been Inspected an(Vor certified by this Depirtmen'Z or end found to be satisfactory FOR A MIAMMUIM OF, EEDROONI.S. SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-32-01 —08 A& SCALE 1 =30' W oi' �x a!n r �v'�a.,n a r-,r�rr,f�r)t cm- J APRIL 30, 2009 AT A OCTOBER 18, 2011 ADDED TOPOGRAPHICAL SURVEY A 18.72 7,3.40, MARCH 1 , 2012 ADD COASTAL EROSION HAZARD LINE " 42. 30 0 42, a JUNE 27, 2012 ADD SPOT ELEVATION 131' �A4 SEPTEMBER 29, 2018 UPDATE SURVEY 4 63 Cr-- ok_ "t" -t?o NOVEMBER 8, 2018 ADD WATER LINE 99--Z '-' . , 'S.' . '' 4'0'!i�4 AREA = 63,332 sq. ft. .6 -6�1-.' 'A 04 A (31 a (TO TIE LINE) 1 .454 cc. 0 S M. A Ab co A • CERTIFIED TO: A - ,zx ISLE OF CEDARS LLC FIDELITY NATIONAL TITLE INSURANCE COMPANY ;U '. A C, A 4 d SEPTIC SYSTEM TIE MEASUREMENTS 10 r.. HOUSE HOUSE CE CORNER EE CORNER[g] IIJ7-y SEPTIC TANK Pa'e 32' 58' 4 f e COVER LILT A DISTRIBUTION 36' 69' POOL #1 COVER WrRf 24-4. [DISTRIBUTION 4. POOL #2 COVER 63' g ar 0) id 0. . . . .q ., N A- A A 07 00 Lu IT 0.1r, —z A A d 24j, A 8961 ]VOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 2. FLOOD ZONE INFORMATION TAKEN FROM: 0 SFp R FLOOD INSURANCE RATE MAP No. 36103CO068H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE VE; COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); 0 CW, BASE FLOOD ELEVATIONS DETERMINED &04/ Cb 16j, IV) ni GE OF-LAWIV ZONE ZONE VE (EL. 8) COASTAL EROSION HAZARD LINE AS SCALED FROM PREPARED IN ACCORDANCE WITH THE MINIMUM COASTAL EROSION HAZARD AREA MAP STANDARDS FOR TITLE SURVEYS AS ESTABLISHED PHOTO No. 49-628-83 SHEET 26-0 OF 49 BY THE L.I.A.L.S. AND APPROVED AND ADOPTED /V'l FOR SUCH USE BY THE NEW YORK STATE LAND gz� TITLE ASSOCIATION. R C; Al 4 t 60 7'ap 0"941VI( CO or Or "j t 04, HgrfR MR j 41 oN 0 70 6 6 6' 11 709 N.Y.S. Lic. No. 50467 70 . 19, 41� UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF F IC Nathan Taft Corwin III N 87*07' 12" SECTION 7209 0 THE NEW YORK STATE EDUCATION LAW. 37.36 COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor 00tk THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout 0/? LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fox (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS Thy EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.C. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 29-073C SURVEY OF PROPERTY SI T UA TE ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ` S.C. TAX No. 1000-32-01 —08 SCALE 1 "=30' ~& \ S 73e A APRIL 30, 2009 5 Row RNeR R6,'10 \ 40�30." � (l , OCTOBER 18, 2011 ADDED TOPOGRAPHICAL SURVEY 118.7 2 �3.40, E 3 „ �<J MARCH 1 , 2012 ADD COASTAL EROSION HAZARD LINE 42 0 £ -J 5' J�j o N 81•36'10" E 42. �J2 o�-co"c 99 69;Yf�� 4P4, ��k SEPTEMBER 0219, 201D8SUPDATEOT ESUROVEY 3 covenNOVEMBER 8, 2018 ADD WATER LINE COe04 `� J OCTOBER 19, 2019 FINAL SURVEY �o d' 2 4�, Y 0� AREA = 61 ,399 sq. ff. ° / c N�p (TO TIE LINE) 1 .410 cc. MpN F CERTIFIED TO: / ISLE OF CEDARS LLC FIDELITY NATIONAL TITLE INSURANCE COMPANY ti a° / / ESE of SEPTIC SYSTEM TIE MEASUREMENTS cE NT HOUSE HOUSE 2.8N1.5•E CORNER �A CORNER�B SEPTIC TANK COVER 32' 58' DISTRIBUTION e �� / O POOL #1 COVER 36' 69' 3 24•4' '� N DISTRIBUTION � � POOL #2 COVER 40.5' 63' O o1�w a 24.3' v a NOTES: �8g6' 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Q \ 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO068H / ZONE AE: BASF. FLOOD ELEVATIONS DETERMINED ZUNE VE: COASTAL FLOOD WITH VELOCiTf HAZARD' (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED 4-0 Rpo� B �000 p pR r✓/ %/Q�7 Q. o T FATpO04R'6 i jON qNk E� .01 40 ? sT ,� FRgMF H = F TRk^ �� °' z4 OU `F 6' SE' F( � Cv w°Ow ?• w M & FCT/ Q F44 pe°o a• pgNF4t� O p� p �kR s L, O'�(/pQeRC 'qQ M mry /63, Wi gR0407/'F C'�SR0UN° RY �E�NC qNk aR� v _ CR pq0 2 3m EDGE of LAW" 3� �� <( ' AE (EL. 6L 2,KN Z011� W. 61\ WO !ZONE VE (EL. 8) y \ \\ \\ ODCD k9ru COASTAL EROSION HAZARD LINE AS SCALED FROM �� f 6.2 PREPARED IN ACCORDANCE WITH THE MINIMUM COASTAL EROSION HAZARD AREA MAP , ". BY TDERDSAFOR TITLE AND APPROVED AS ESTABLISHED D 4f1ti'e \ PHOTO No. 49-628-83 SHEET 26-0 OF 49 ' ~ w' ' RP FOR SUCH USE BY_j1iE.NEW YORK STATE LAND S Yop \ \ I 22 w TITLE ASSOCIATI�(N. p .e}qj - �?FyT\ \ \ W O a3 1> ''t b 1 ors �� \\ �\\\\ \� — -1� � ,�•� M _� . . ��(�s; { � ... �' _ 3.2 X 3.5 i \ 4.6 �\�\ 6.0 r \ f I o �2.4 X —0.6 15 Qo \ \\ \ 2.6 1 J \ 2A :+, ? �.-+ Yw N.Y.S. Lic. No. 50467 -0.2 UNAUTHORIZED ALTERATION OR ADDITION n�j s TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin ��I SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor � ooti THE LAND SURVEYOR'S INKED SEAL OR t V EMBOSSED SEAL SHALL NOT BE CONSIDERED e e TO BE A VALID TRUE COPY. �� 1 �tk X Successor To: Stanley J. Isaksen, Jr. L.S. LON LOW WATER MARK ON 08/06/201e CERTIFICATIONS INDICATED HEREON SHALL RUN Y ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 29-0"73D REScheck Software Version 4.6.3 Compliance Certificate Project Latham Renovations / Addition D Energy Code: 2015 IECC Location: Riverhead, New York SEP 1 3 2018 Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,395 ft2 UfLDE dG DEPT. Glazing Area 17% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Isle of Cedars Kevin&Sarah Anglum Robert I Brown Architect P.0 Peters Neck Rd. 205 Bay Avenue Orient, NY 11957 Greenport, NY 11944 631-477-9752 info@ribrownarchitect.com .: . Compliance: 11.7%Better Than Code Maximum UA: 617 Your UA:-545 Maximum SHGC: 0.40 Your SHGC: 0.28 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 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 2,395 22.0 0.0 0.042 101 Wall 1: Wood Frame, 16" D.C. 1,828 19.5 0.0 0.059 77 Window 1: Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.28 Window 2:Wood Frame:Double Pane with Low-E. 13 0.300 4 SHGC: 0.28 Window 3: Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.28 Window 4: Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC: 0.28 Window 5: Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Window 6: Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Window 7: Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Window 8: Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Window 9: Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Window 10:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Project Title: Latham Renovations/Addition Report date: 09/12/18 ,Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3.0.rck Page 1 of11 Gross Area Cavity Cont. Window 11: Wood Frame:Double Pane with Low-E 15 0.300 5 •SHGC: 0.28 Window 12: Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Window 13: Wood Frame:Double Pane with Low-E 15 0.300 5 N SHGC: 0.28 Window 14: Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Window 15: Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 16: Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 17: Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 18: Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 19: Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 20: Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 21: Wood Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.28 Window 22: Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.28 Window 23: Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.28 Window 24: Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.28 Window 25: Wood Frame:Double Pane with Low-E. 14 0.300 4 SHGC: 0.28 Window 26: Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.28 Window 30: Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.28 Window 31: Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.28 Window 32: Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 33: Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Door 1: Glass 40 0.300 12 SHGC: 0.28 Door 2: Glass 40 0.300 12 SHGC: 0.28 Door 3: Solid 20 0.400 8 Door 4: Solid 20 0.400 8 Door 5: Solid 20 0.400 8 Wall 2: Wood Frame, 16" o.c. 820 28.0 0.0 0.050 35 Window 34: Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 35: Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 36: Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 37: Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Project Title: Latham Renovations/Addition Report date: 09/12/18 Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3.0.rck Page 2 of11 Gross Area Cavity Cont. Perimeter Window 38: Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 39: Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 40: Wood Frame:Double Pane with Low-E 10 0.290 3 SHGC: 0.31 Window 43: Wood Frame:Double Pane with Low-E 10 0.290 3 SHGC: 0.31 Window 44: Wood Frame:Double Pane with Low-E 10 0.290 3 SHGC: 0.31 Window 45: Wood Frame:Double Pane with Low-E 10 0.290 3 SHGC: 0.31 Window 44: Wood Frame:Double Pane with Low-E 10 0.290 3 SHGC: 0.31 Window 45: Wood Frame:Double Pane with Low-E 10 0.290 3 SHGC: 0.31 Wall 3: Wood Frame, 16" o.c. 924 28.0 0.0 0.050 44 Window 43: Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.28 Window 44: Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.28 Window 45: Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.28 Ceiling 1: Flat Ceiling or Scissor Truss 756 50.0 0.0 0.026 20 Ceiling 2: Cathedral Ceiling 775 50.0 0.0 0.021 16 Ceiling 3: Cathedral Ceiling 804 50.0 0.0 0.021 17 Ceiling 4: Flat Ceiling or Scissor Truss 864 50.0 0.0 0.026 22 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory re ents listed In the REScheck Inspection Checklist. Name-Title Si na ure Date Project Title: Latham Renovations/Addition Report date: 09/12/18 Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3.0.rck Page 3 ofll REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Sectionz~ P Verified r lane Verified Fleld- # Pre-Inspection/Plan-Revl6W, Complies? •• Comments/Assumptions Re .ID Value ,value 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PRl]i energy code compliance for the kin buildingenvelope.Thermal it�mm' = `t� i,r ati :❑Not Observable envelope represented on �' : ❑Not Applicable construction documents. � 103.1, Construction drawings and = k ❑Complies Requirement will be met. 103.2, documentation demonstrate z ❑Does Not 403.7 energy code compliance for PR3 1 lighting and mechanical systems. r`� r � � "NO ��' ` ❑Not Observable [ l 9 9 u e Q Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC ' Commercial Provisions. „ 302:1, " Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. 403J. sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: []Not Observable r Manual J or other methods Btu/hr Btu/hr approved by the code official ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) `2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project,Title: Latham Renovations/Addition Report date: 09/12/18 Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3.0.rck Page 4 of11 seet�on 'e 4 9 { t i nc P7a a 'x my .# Foundation In' pe'All' omments/Assumptions &,k6g.i D' � 303:2 1 Aprotective covering is installed to ❑Complies Requirement will be met. [FO11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable A03'9 n Snow-and ice-melting system controls ❑Complies Exception: Requirement is not applicable. installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) ,..2; Medium Impact(Tier 2) ;3 1 Low Impact(Tier 3) Project Title: Latham Renovations/Addition Report date: 09/12/18 Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3.0.rck Page 5 ofll Section Y " ffi Plans Verifletl'pField}Verif�ed ,. . ` ,# Frammg�/ Rough In Inspection ��; s PComplies? Coininents%Assumptions. &ateg.lD `} �Valll@t .i� ( it -Value. 1 t t a a 402.1.1, Door U-factor, U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable U ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted. U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑ 402.3.6, Not Observable 402.5 ❑Not Applicable [FR2]1 U 303.1.3 U-factors of fenestration products x },y <� ; ❑Complies Requirement will be met. [FR4]1 are determined in accordance �� M ❑Does Not with the NFRC test procedure or taken from the default table. a pPt�� ' []Not Observable ` ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier g � a g� �;�� `� �.R �� 2r ;„fig; ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's " � �� ❑Does Not instructions. ' , 'b C� ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ��... �';'�J�. ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ,]� ❑Not Observable or has infiltration rates per NFRC ❑Not Applicable 400 that do not exceed code limits. 402.,4.5' IC-rated recessed lighting fixtures ;. ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ' ❑Does Not and labeled•to indicate s2.0 cfm it leaks eat 75 Pa. ' � ; x�»� `=1 r N,,� ��i �,;;❑Not Observable g ❑Not Applicable 403.2.1 Supply and return ducts in attics „ '❑Complies Exception: Ducts located [FR12]1 insulated >= R-8 where duct is " fi �, r ��I -❑Does Not completely inside the >= 3 inches in diameter and >_ building envelope. R-6 where < 3 inches. Supply and ° + ;; ❑Not Observable return ducts in other portions of fi ❑Not Applicable the building insulated >= R-6 for R �• diameter>= 3 inches and R-4.2 , ti �` �,» ,�g �� for< 3 inches in diameter. 403:3.3.51" Building cavities are not used as :❑Complies Requirement will be met. [FR15]3 ducts or plenums. x s 4"§ ❑Does Not" '❑Not Observable ❑Not Applicable 403,'4..,'=• HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17]2 ::: above 105 OF or chilled fluids ❑Does Not n below 55 OF are insulated to >_R- • � ❑ 3 Not Observable ❑Not Applicable 463.4.1 Protection of insulation on HVAC f❑Com lies Requirement will be met. 1 � wr� a� ? o'❑DoesNOt [FR24] piping. ❑Not Observable ❑Not Applicable _OS�.51.3; Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. `[FR18]2, ?R-3. / ❑Does Not `V ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are �' w `<`❑Complies Requirement will be met. [FR19]i , installed on all outdoor air ❑Does Not intakes and exhausts. ,a x iI. p 2 4❑Not Observable * `� P'❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact (Tier 3) Project Title: Latham Renovations/Addition Report date: 09/12/18 Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3.0.rck Page 6 ofll Additional Comments/Assumptions: 1 l 1 High Impact(Tier 1) 2b`. Medium Impact (Tier 2) 37, Low Impact(Tier 3) Project Title: Latham Renovations/Addition Report date: 09/12/18 Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3.0.rck Page 7 of11 Section Plates Verified ,Field Verified 'Com Ile§? Comments/Assum tions # Insulatton'Inspection � ° ,Value, ` Value p p Req �303.1' . All installed insulation is labeled []Complies Requirement will be met. [IN13]2` or the installed R-values b" ,' :❑Does Not rovided. �q (� p w kqti�`M []Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN111 ❑ Steel ❑ Steel []Not Observable U ❑Not Applicable 303.21 Floor insulation installed per ❑Complies Requirement will be met. 402.2.7 manufacturer's instructions and ❑Does Not [IN211 in substantial contact with the q []Not Observable v underside of the subfloor, or floor a ' ,_❑Not Applicable framing cavity insulation is ins, ry a M r f contact with the top side of sheathing, or continuous insulation is installed on theme . underside of floor framing and extends from the bottom to the ` �� 41 5 ,' top of all perimeter floor framingx members. 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3)1 exterior,the exterior insulation v requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4)1 manufacturer's instructions. � ,�[ r ,� o ❑Does Not b _ a. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) Ji2``1 Medium Impact(Tier 2) 13 d Low Impact(Tier 3) Project Title: Latham Renovations/Addition Report date:, 09/12/18 Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3.0.rck Page 8 ofll „ Section" Final I ” ` j' Plans Verified w}tField Verifieii ;# nspectionProvisions .Complies? Corrtnents/Assumptions,. &�Re ID.. -F. i °..� ,. Val p:s al u V ue IN 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel []Not Observable 402.2.E ❑Not Applicable [Fill' ' 303.1.1.1, Ceiling insulation installed per A ' � � 1 j ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every t � +} ❑Not Observable 300 ft2. ... w � 4_ ❑NotApplicable 402%2.3 Vented attics with air permeable a, ❑Complies Requirement will be met. FI22 s . insulation include baffle adjacent ' ❑ [ l 1 �, � �` � � � , Does Not to soffit and eave vents that ❑Not Observable extends over insulation. , �r �i�' � -]Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and []Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable []Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met. [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met. [F127]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a []Not Observable pressure differential of 0.1 inch []Not Applicable w.g, across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated a ❑Complies Exception: Requirement is [F124]1 by manufacturer at<=29/o of Does Not not applicable. design air flow. ❑NOt Observable rat ' ❑Not Applicable 403 1 1 Programmable thermostats >.❑Complies Requirement will be met. ,. [F'19]?' installed for control of primary �° ~ ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. x ❑Not Applicable 4'03.1 2,'� Heat pump thermostat installed ❑Complies Requirement will be met. [FI10]2 on heat pumps. # _ 1 ` ❑Does Not p r @x '''z ❑Not Observable 4;❑Not Applicable 403.5 1 "- Circulating service hot water ❑Complies Requirement will be met. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) '3 1 Low Impact(Tier 3) Project Title: Latham Renovations/Addition Report date: 09/12/18 Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3.0.rck Page 9 ofll Section r'a r P -,,4464 fi h Yd a6 C k 3 x x ¢ Plans rVerifieda ^Fle[d Verified Final Inspection Prowsions fi' 3Valuer t Valued 5�g �omplies� Comments/Assumptions' 403 6 1 All mechanical ventilation system �M� -, � � �r ! � ❑Complies w. Requirement will be met. [F125]z j3 fans not part of tested and listed �r r � d � '�"""F ❑Does Not ' O HVAC equipment meet efficaY c * , " ,❑No t Observable . r and air flow limits. a �T wd" x � x rx a ❑Not Applicable 403 2 =Hot water boilers supplying heat []Complies Requirement will be met. [17I26:a2 through one-or two-pipe heating " � � r�r �j� � d rI� ❑Does Not systems have outdoor setback 5 control to lower boiler water § ❑Not Observable temperature based on outdoor T� ❑Not Applicable item erature. av5s',;"' '4035 1 1 Heated water circulation systems " r t❑Complies Requirement will be met. 4544, [FI28']� have a circulation pump.The ` aQ ❑ _ �' �} �� `_ Does Not p , system return pipe is a dedicatedf return pipe or a cold water supply4 ❑Not Observable `a n �#a r*y a r ' pipe. Gravity and thermos- � '� €❑Not Applicable syphon circulation systems are not present.Controls for a circulating hot water system ' pumps start the pump with signal for hot water demand within the t occupancy. Controls tag c � � automatically turn off the pump when water is in circulation loop � m rat x � IS at set-point temperature and no demand for hot water exists. , 403:5 1 2-, Electric heat trace systems r �� r `� ❑Complies Requirement will be met. [FI299� comply with IEEE 515.1 or UL 1 E❑Does Not 515.Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the _ x � � "� ' �x � ' "❑Not Applicable desired water temperature in the �� 'y piping. `� k=" `` ❑Com lies Requirement will be met. 403:5 2 Water distribution systems that �� p• q [FI301 have recirculation pumps that +�� h"n� �� '❑Does Not pumpwater from a heated water b~ k pipe * a _ � ❑Not Observable supply back to the heated „V %rx�i water source through a cold w *� ti . ' ❑Not Applicable water suPPIY Pipe have a � demand recirculation water': v 4e `;,,, system. Pumps have controls �' �� " � H`that manage operation of the :� pump and limit the temperature �� ' I '.„ � m r, of the water entering the cold a l 9 -41 � �p c , wat -44 er piping to 104°F. ri..�,� k .� y� 403.5 4 �` Drain water heat recovery unitsa, ❑Complies Requirement will be met. [FI31] tested in accordance with CSA � > �� ° ",❑Does Not B55.1. Potable water-side ❑Not Observable pressure loss of drain water heat o recovery units < 3 psi for ra r j r , o ❑Not Applicable individual units connected to one x x ' P ,.or two showers. Potable water- side pressure loss of drain water ,g P heat recovery units < 2 psi for _ a Individual units connected t0r � aa4 three or more showers. g 404.1 75%of lamps in permanent � � �� ", ` ❑Complies Requirement will be met. FI6 i fixtures or 75%of permanent - q �� ❑ [ l P a � Does Not fixtures have high efficacy lamps , x �' Does not apply to low-voltage , ❑Not Observable r,i ❑Not Applicable lighting. pP 404.1 1 '„, Fuel gas lighting systems have � ry _ a; � ❑Complies Exception: Requirement is [FI23]3 no continuous pilot light. il " ❑Does Not not applicable. ❑Not Observable r 3 d k h a+' 5 !•t• 4 ,r r t s �` ��4�,� �,�` r„-,❑Not Applicable 1 High Impact (Tier 1) 2,,,.1 Medium Impact(Tier 2) 3' Low Impact (Tier 3) Project Title: Latham Renovations/Addition Report date: 09/12/18 Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3.0.rck Page 10 ofll .Section Plans Verified ` Field 1/erified, FCom hes� Comments%Assum tions �.# Final Inspection Provisions Value '� r Value t; P P 401:3 Compliance certificate posted. ' Z" 4� ors ❑Complies Requirement will be met. ElDoes Not d Fx`"wr au r g []Not Observable ❑Not Applicable � "av ❑Complies Requirement will be met. 303;3� Manufacturer manuals for 0 �� Oil [FI°18] mechanical and water heating ��r g ❑Does Not systems have been provided. ro "�* a,hs� webs ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: .II 1 High Impact (Tier 1) .2` Medium Impact(Tier 2) 1 3d Low Impact(Tier 3) Project Title: Latham Renovations/Addition Report date: .09/12/18 Data filename: C:\Users\Ryari\Documents\REScheck\Latham 3.O.rck Page 11 of11 01.5 I Ec Energy Efficiency rtk icat Insulition . Above-Grade Wall 19.50 A Below-Grade Wall 0.U0" Floor 22.06 Ceiling / Roof 50.00 - Ductwork (unconditioned spaces): Glass&Door.Ratin Window 0.30 0.28 Door 0.30 0.28 Heating& .. Heating System: Cooling System: Water Heater: Name: Date Comments . 1 APPROVED AS NOTED DATE: WES B.P.# ZllqlFLOOD ZON FEE: BY: COMPLY WITH CHAPTER 14 NOTIFY BUILDING DEPART AT FLOOD DAMAGE PREVENTION 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: SOUTHOLD TCN .�ODE 1. FOUNDATION - 71,117• RIOURED FOR POURED 2. ROUGH - FRf'11v -,,lG h PLUMBING 3. INSULATION 4. FINAL - ! `;N MUST BE COMF,L-. C.O. ALL CONST'� :3'li SHALL MEET THE REQUIREMEN.S OF THE CODES OF NEW RETAIN STORM WATER RUNOFF YORK STATE. NOT RESPONSIBLE FOR PURSUANT TO CHAPTER 236 DESIGN OR CONSTRUCTION ERRORS. OF THE TOWN CODE., COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF D OCC `° PANCY OR USE I.S UNLAWFUL WITHOUT CERTIFICATE. OF OCCUPANCY J �a X g, Lv x LV X CS � x ` -1/8 F\c G coon\\ csv,) �,.� U\ 0" v"I � �� --� lob ��'•�- �C� = Z, � °, v� x ISSUES/REVISIONS RESIDENTIAL GENERAL NOTES S MISC.GENERAL NOTES I.THIS PROJECT IS CONSTRUCTION OF RENOVATIONS TO AN EXISTING SINGLE FAMILY RESIDENCE, CLIMATIC AND GEOGRAPHIC CRITERIA 1 8,7 2 �.3°4 9 CLASSIFIED AS R-3. GROUND SNOW LOAD 20 PSF (PER FIG.R301.2(5)RCNYS) 0 f ff z z.THE HEIGHT OF THE EXISTING BUILDING AS DEFINED BY THE RESIDENTIAL CODE NEW YORK STATE IS WIND SPEED 1z0 MPH (PER FIG.R3ol.z(4)RCNYS) f Of7 42,42 f0 £ �V O O sf lz'9" SEISMIC DESIGN CATAGORY B (PER SECT.R301.2(2)RCNYS) ^ e7J6 1 =2 30 �� (�� „ ? i-'`j`1'�ld;,. REO<,1i 3 3.THE TYPE OF CONSTRUCTION IS TYPE V(B). WINTER DESIGN TEMP 11°F (PER TABLE N1101.2) a 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 20Ho RESIDENTIAL CODE OF N.Y.S.AND FLOOD ZONE N/A (PER FEMA MAP) v �� FROST LINE DEPTH 36" .= 0 v THE AF&PA WWOD FRAME CONSTRUCTION MANUAL 1995 SBC HIGH WIND EDITION. WEATHERING PROBABILITY SEVERE (PER FIG.R301.2(3)RCNYS) �� C) C l� a' 5.DESIGN LOAD CALCULATION ARE BASED ON: DESIGN LOAD CALCULATIONS(UNIFORM LIVE LOADS) LIVE LOAD:AS PER TABLE R301.4,RESIDENTIAL CODE OF NEW YORK STATE. Ci DEAD LOAD:CALCULATED AS PER R3o1.3 AS PER RCNYS. ROOMS OTHER THAN SLEEPING 40 PSI (PER TABLE 301.5 RCNYS) O� N 9 SNOW LOAD:45 PSI GROUND SNOW LOAD(AS PER FIG.R3oi.z(5)RCNYS. SLEEPING ROOMS 30 PSI (PER TABLE 301.5 RCNYS) • [J SEISMIC DESIGN CATAGORY"C",FOR zao MPH 3 SECOND GUST. ATTICS WITHOUT ISTO FORAGE GE 1OoPPSII (PER TABLE 301.5 RCNYS) /II �LVM ATTICS WITH 0 �yll` BER CERTIFICATION STAIRS 4o PSI (PF.R TABLE 301.5 RCNYS) O ON LEAD CONTEr: jEFCRE LOCATION LIVE DEAD DELECT LIMIT NOTES. M < CERTIFICATE Q . IST.FL. 4o LB. 12 L/36o ° C O(�N S UPANCY O zND.FL.(SLEEP AREA) 3oLB. lz L/36o 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM oNc Mo 2 �� , FDoe of SOLDER USES- ;'/, ','ATER ATTIC(NON STORAGE) zo LB. to L/36o C ^! p SUPPL Y S YS7�:;;, .' ,;;dNOT ROOF zo LB. 15 L/36o � EXISTING ELEVATIONS ARE SHOWN THUS: 5 . . `3O MENr �XGE6D2/1OOF EXISTING CONTOUR LINES ARE SHOWN THUS: �F 6.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, D a / TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN J •J LEA D. CONNECTION WITH THE WORK. NAILING SCHEDULE y (,, F,FL, - FIRST FLOOR THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED (PER AF&PA AMERICAN WOOD COUNCIL WFCM FOR J G,FL, - GARAGE FLOOR r OR IMPLIED IN THE USE OF THESE PLANS. ONE AND TWO FAMILY DWELLINGS 1995 SBC HIGH WIND EDITION) T.B. - TOP OF BULKHEAD 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING B.B. - BOTTOM OF BULKHEAD 00% DRAWINGS.FOLLOW DIMENSIONS ONLY. T,V. - TOP OF WALL 8.CONTRACTOR(S)SHALL.FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR TOP PLATE.TO TOP PLATE(FACE-NAILED) 2-16d PER FOOT B,V. - BOTTOM OF WALL WALL FRAMING DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS � 1 0o O ��_I•r r �rs e�•1 NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOIST EA.SIDE • STUD TO STUD(FACE-NAILED) 2-16d 24'O.C. 2. FLOOD ZONE INFORMATION TAKEN FROM: to Q &4''1')^.", COMPLETE THE WORK. HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d,3-i6d,06d PER zx4,zx6,zx8RESPECTIVELY FLOOD INSURANCE RATE MAP No. 36103C0068H REQUIREMENTS AND SPECIFICATIONS. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, ZONE AEI BASE FLOOD ELEVATIONS DETERMINED a jo lo.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF END JOIST OR BLOCKING(FACE-NAILED) 2-16d PER FOOT OCCUPANCY. FLOOR FRAMING ZONE VEL COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTI❑N)J V Pik ITy 81,8, a. � JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-Sd PER JOIST BASE FLOOD ELEVATIONS DETERMINED k DEMOLITION I�#16�f BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END I.CONTRACTOR SHALL DEMOLISH WALLS AND FLOOR.INDICATED ON DRAWINGS AND AS NECESSARY, A BLOCKING TO JOIST(TOE-NAILED) z-Sd EACH END d AND REMOVE DEBRIS. BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-16d EACH BLOCK z.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR LEDGE STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST a INSTALLATION OF NEW YORK. JOIST ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER JOIST GUy 3.ALL NEW YORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLESS BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST `✓tR OTHERWISE NOTED. BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-i6d PER FOOT E e 24,41 ' 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING DEMOLITION AND CONSTRUCTION. CEILING SHEATHING 4. ' 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND GYPSUM WALLBOARD 5d coolers 7"EDGE/to"FIELD La,J % TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF WALL SHEATHING v e' v ° A Q T_� EQUIPMENT AS NECESSARY. STRUCURAL PANEL gD (TABLE 3 9) a V, a- GENERAL CONSTRUCTION FIBERBOARD PANELS � 7/i6" 6D 3"EDGE/6"FIELD °'' S 2, V (1/ I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO z5/3z" 8D 3°EDGE/6"FIELD °, ° .a e 2 O ~ 0 CS _ COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR GYPSUM WALLBOARD 5d coolers 7"EDGE/io"FIELD [}V it. Q Q " (yJ IrY REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. HARDBOARD 8d (TABLE 3.9) : . U Q ^ Z Sd (TABLE 3 9) z.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 4- a "ITPARTICALBOARD PANELS O 3.INTERIOR TRIM SHALL MATCH EXISTING. A. ° 4.FRAMING ELEMENTS: DIAGONAL BOARD SHEATHING ° d �L A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGIAS FIR-LARCH STRUCTURAL GRADE NO.z i'x6'OR Cx8" 2-8d PER SUPPORT � •G v a 18 JANUARY,2018 OR BETTER. i"xlo"OR WIDER 3-8d PER SUPPORT \�� d B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED, FLOOR SHEATHING 24'3' 16 NOVEMBER,201 CUT AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. e C.ALL SHEATHING TO BE APA RATED,EXPOSURE I,THICKNESS AS INDICATED. STRUCURAL PANELS 13 ° E.ALL HEADERS AND OVER SHALL BE SUPPORTED EXPOSURE 1,3/4'MIN.THICKNESS. I OR LESS 8d 6EDGE/12"FIELD < 16 AUGUST,2017 D.ALL SUB FLOORING TO BE APA RATED STURD-I-FL " 6" EDGE •. .• ED WITH DOUBLE UPRIGHTS,9'-o"AND OVER GREATER THAN I" Lod 6"EDGE/6"FIELD 1`9 WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2"x8"OR AS SHOWN ON DRAWING. DIAGONAL BOARD SHEATHING M G v F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S.CODE OR 1%6"OR 1"x8" 2-8d PER SUPPORT rri ° ' ° 896, 16 NOVEMBER,2o16 AS NOTED @ 8'-o"O.C.MIN..PROVIDE z"SPACE FOR AIR CIRCULATION IN ROOF. 1"xlo'OR WIDER 3-Sd PER SUPPORT �� D G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. b }I JLY O;,201,.I H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON < o DRAWING.1.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL, m MAY 15,2012 CONNECTORS BY"SIMPSON"OR APPROVED EQUAL. J.NAILING SCHEDULE SHALL BE AS PER N.Y.S.BUILD NG CODE AS A MINIMUM.ALI.2"x6"STUDS SHALL RECEIVE 5 Lod NAILS AT SILL.AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE ATTACHED NAILING SCHEDULE. K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C.EXTERIOR EDGES AND 6d NAILS @lz"O.C. INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. THESE III.ANS ARE.AN INSTRUMENT OF SERVICE L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. M.ALI.ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED AND ARE THE PROPERTY OF THE ARCHITECT, HURRICANE TYPE CONNECTORS BY"SIMPSON"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS, �RjC/� 3 Q INFRINGEMENTS WILL,BE PROSECUTED PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT <k � � �?2a18 At,I,RIGT-ITS RESERVED AS REQUIRED. 3-8 F� 6.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/&PA WCFM-1995(SEE NAILING LrJ SCHEDULE) 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED FROM TABLE N1102.1.2(R,.!o2.1.2)INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT �OAV, 4,4 It) W MEMBRANE. ` 4 X- !� V 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEY'S AND CRICKETS SHALL BE ALUMINUM. /� ,Q lo.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT �4� r�u rwc[� arnmrt w• [ �"� �'G �° �"�L ""#�"LL R �� tltlA1� 'I/� 1 6 �Q J STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND ma FENU Marc "-vm'� 'rv� R-VA '�v� �� v�"v� CHIMNEY,AND ROOF AND WALLS. IC Robert I. Brown u.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE 4 °'3s o 55" o.q� qq zo OR 13+5 8/13 Ig Io/g Io,z1T m!13 6 R k 2-1/2 Ib. DENSITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED ' 8� r �� $ ST FpS '° 163' / �� Architect' P.C. FIBROUS GLASS INSULATION.NAAMM STANDARD SI,rb-70. 12.NEW INTERIOR DOORS SHALL MATCH EXISTING. 8 BURL 6.8 13. NEW HARDWARE SHALL MATCH EXISTING. F BR d R l 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO ASTM C36,AND SHALL BE"SHEETROCK 4 IC`k b '4tiJF L' �4,6, i (_2 SW"BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM'vVALLBOARD THICKNESS SHALL BE 1/z" 4,7 ' O41 ! �" 20 Bay Ave. Greenport NY 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPEDAND SPACKLED THREE(3)COATS.ALL EXTERIOR NI, 5_6 X F Q) tg' info@ribrownarchitect.com CORNERS SHALL HAVE METAL CORNER BEADS. S ~ FINISHED FlIDGITIN11111 STRAP O'SPACING T V' �/�/, `/1/ /� I �\�•�7 631 477 9752 1. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN ALL STALL HOLM-,,_ •` ` A /��/ SET ADHESIVE. wslALurlOr�� ^ / F z.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED - c""' '" "'"" _ �. oo -)$ • • 'rl �� CORNER STUD 6' 0 EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTUREFS SPECIFICATIONS AND LNDW'ALL ;\ CONNLcr[o ro O ON '�'� i Ck ,� IT IS r'1 VIOLATION OF THE I.A\h'FOR ANY PERSON, RECOMMENDATIONS. COLOR TO BE SELECTED. ,/ TRANSFERSHLAR i / ' C) SQ - / ,y� UNLESS ACTING UNDER TIME DIRECTION OF A 3.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK "' RIDce ,RDJ cx),RaeoMMON '+ 3 }t/o Z 188. S_5 '' LICENSED AItCI II'I`k.0 I",'i'O AI;T`I?It.ANY ITEM L.M O"v '' �• a; NAILS[�6'0 C. r ' SHALL BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED 3, AND PAINTED.PAINTING SHALL BE TWO (z)COATS BENJAMIN MOORE AQUA PEARL FNow ^ 5 5 ST`(`pD 16,3, TI ITS DI2�44'ING IN ANY�b'AY. ANY AUTHORIZED S�t.(,IFDRLA[ ..: �� ' � " M 2i J, X- S' O AI.TERA.TION MUST BE NOTED,SEALED,AND LATEX PAINTED,COLOR TO BE SELECTED. ` h I c e'if <, X r S D 4. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO 7olW HANGER 5 y f' v (z)COATS BENJAMIN MOORE LATEX ACRYLIC SEMI-GLOSS PAINT, WOOD REAM PLR wrcM SBc 91)COMMONINACCORDANCE NAILS RIDGE IN EACH END OF,,/q"-GAG[S[RAPS CORNER (c/ HVAC FOR, MPH FASTEST WIND SPEED 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES CROSS SECTION END VIEW HOLDDOWN 1'7 62 X NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES 3 J 6 X- 5-7 4 4 AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS,OR REASONABLY IMPLIED AS As NEEDED > 04 W X_ EDGE X �- ��ED ApC NECESSARY TO COMPLETE TO WORK. ~ EF LgWN X TI.t3,y0��C z.REMOVE ALL BASEBOARD HEATING UNITS --•vim 3.WITH EXISTING BOILER AND HOT WATER HEATER,PROVIDE 3 HEATING ZONES BLK Q 40f 2 (BEDROOM AREA,GREAT ROOM,BASEMENT)AND z COOLING ZONES(BEDROOM N, X X ZONE L' 6� AREA,GREAT ROOM). 2'1' 4_5 A 4.PROVIDE DUCTWORK,AND CONTROLS AS NECESSARY TO COMPLETE THE WORK. `• f � 5'77 X __.._...._ ". _.__._ _ ZONE S 6,3 VLEL p � ' G<. ( X y t } X PLUMBING ; 1 '' i F µ�" COASTAL EROSION HAZARD FNE I.PROVIDE ALL LABOR MATERIALS TRANSPORTATION, EQUIPMENT,AND SERVICES ) 2 X 6=8 X �`' Q 4, w0 s,a 3 COASTAL EROSION HAZARD NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS �.,_�-^'' � � oDED X 5_3 Z X-�., AND WORK.SPECIFICATIONS,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE ; / NA T(�RgC Z 4 PHOTO N o. 49-6 28-83 S H z. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL,CONSERVATION LAW ' PRO viDE 8x Rd COMMON NAas IN EACH ErvI)Of 1-,14'xx R T I x"C•AGESTRAPFORLAIERAL/SHEARCONNECI[ON A `Eq X / 0 A - S CLIENT It OWNERWITH REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE G ON THE APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES"AS A'1 RAFITR WALL CONNECHON t TABLE 33B)WFCM-1995 1_7 X PUBLISHED BY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL `3i FOR,x"MPH FAST EST WIND arI I D CONSERVATION. 1 F 513 3.ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE vi N SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE I 4.0 5-11 X 5, 6,4 Q "M ISLE OF CEDARS PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF Yj .. ` '. - _ . _ O°•�� P of 5,3 X- V (0 SOUTHOLD. l , _.._... - _ ...._ To 4,o BgNK X- N PETER'S NECK ROAD 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, i'i ' X CERTIFICATIONS,LICENSES AND INSPECTIONS ASS REQUIRED BY LOCAL,STATE,AND 14.1 FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. ' ORIENT NEW YORK FLOOR �, TIF E of Bq X3 6 , I.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES _ ::fr (� F X 4 M NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTAALL.ANIOT LIMITED TO. _ ELECTRICAL ,OIS, OI;, w qT4�<ON 4.0 NEW ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, U O �Uv CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL (l.SYSTEMS,WIRING,LIGHTING, V 4TFR Mq,PkgA,o9 ��Z� PROJECT TITLE SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND f/ PROVIDE ex Rd COMMON NAILS IN EACH END OF 1-1(4"x DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE, GAGE STRAP a ROOFTO WALL WALL TO WALL, F T _ WALL'101OUNDA NON CONNECTIONS JABLE;;B) OrI, ON 8 ,,�� RENOVATIONS DRAWINGS AND AND SPCIFICATIONS AND AS NORMALLY SPECIFIED IN THIS TYPE OF < FOR,, MPH FAST S1 WIND SPEED /V 4 PROJECT AND INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED ? 10" I �11 b' Z TRANSFORMERS AND ELECTRICAL DISTRIBUTION SYSTEMS. / 60 3 z.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE zolo ELECTRICAL v. I_S CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-1984 - 2 (NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CATIOr30 �'� O" �� +' >> +, (OSHA),THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ' S �M 9 _ ANY OTHER APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT FLOOR r 3 I T E P L A N REQUIREMENTS WILL APPLY. I olsr � 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS 1,5 LABORATORIES INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH C LE:1/4 =i-o THEY WILL BE INSTALLED. / " EXISTING EXCEPT AS NOTED 4.ALL WORK IN THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE - E ;•�. •'.I 7 ' SITE PLAN SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. O 0 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES ''"'• � 37 .36 f GENERAL NOTES AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, � L . '� BASED ON SURVEY BY (�;�,�J �, AND ANY OTHER APPLICABLE JURISDICTION. 6.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES - - NATHAN TAFT CORWIN III, LAND SURVEYORF , ...W..... ........W..-.- .�:�. `.. it SHALL,BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL D SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED UPLIFT CONNECTIONS C1 v �� ALARMS ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON DATE APRI L 30, 2oo9 REV MARCH 1, 2012 V _ _ F ��$ WHICH SLEEPING QUARTERS ARE LOCATED. oz FEBRUARY,2018 NOTED ISSUE SCALE 7.SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW C O N N I C T I O N S DETAIL YORK STATE AND THE RESIDENTIAL CODE OF NEW YORK STATE,THE NFPA NATIONAL FIRE ALARM CODE NO.7z-1993 SHALL BE PROVIDED OUTSIDE EACH I.)RAt-ZTIN{.i NO. SEPARATE SLEEPING AREA,IN EACH SPLEEPING AREA,AND ON EACH FLOOR LEVEL. SCTM NO lOOO-32-Ol-OH ,. T _.._ .5� AREA: 63,332 SF, 1.454A. TO VNIN OF SOUTHO LD qlq�3 Z�_ ISSUES i REVISIONS REMOVE EXISTING WINDOW NOTE: PATCH AS NECESSARY TW2846 WINDOW CLEAR j€> I OPENING=5.03 SF,FOR FIRST NEW ANDERSEN NEW ANDERSEN FLOOR EGRESS TW 2846 TW 2846 ..is F.• •....f� ..6 lj. I"" NEW HOSE BIBB O RECESSED MEDICINE t� I CABINET r tl �' PROPOSED BATHROOM 54 SF 9 Af> 0.�3 REMOVE EXISTING WINDOW € PATCH AS NECESSARY ( EXISTING DOOR EXISTING BEDROOM N # O € `1 : ��'�` FRAME OPENING FOR NEW WINDOW :... :. . . € IN EXISTING WALL _...,.._ NEW ANDERSEN PROPOSED MECH ROOM NEW HOSE BIBB TW 2846 F E" NEW ANDERSEN NEW ANDERSEN rNE�,ANDER.;EN € NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN --- - " - TW z83z TW z846 46 TW 2846 ( TW 2846 TW 2846 J I AC CONDENSER 30 i I REUSE EXISTING NEW 3o68 ------ 36"REFR WALL 286800 OVEN - - - - - - - € m NEW ANDERSE L € € TW z8g6 ---EE DOOR AND HALL ' 7` �''' ; BUILT-IN 3 :.�;-�.�;.: SEE KITCHEN PLANS REUSE EXISTING € MODIFIED KITCHEN € '�€ z668 AC CONDENSER NEW ANDERSEN `' NEW o68 PROPOSED STORAGE i8 JANUARY,zoi8 ' ;•..�" t.' f`"," € WOOD FLOOR g 5 rp TW 2832 ._.__. _. _......�.. _._.. p.. 3 � "' ' � "" F _ € 188o SF PROPOSED LAUNDRY _.._ 16 NOVEMBER,zol'7 € lqu Z �}','..}' 1 ' O�7 z 6 AUGUST zV.I.F. EUSE EXISTINGz868Z NEW WOOD FLOORS ____ LYoi,zo14 z TO MATCH EXISTING Z r} f x\ :.? :vij EXISTING LIVING ROOM SHO n }` MAYiS,zoiz �€ I EXISTING w x PROPOSED STUDY PROPOSED ' FIREPLACE z IN EXISTING SPACE . Z z WALK-IN CLOSET , € NEW z868 r 3 THESE PLANS ARE AN INSTRUMENT OF SERVICE __j r POCKET DOOR AND ARE TI IE PROPERTY OF THE ARCTIITECT. w w MODIFIED INFRINGEMENTS WILL BE PROSECUTED NEW ANDERSEN MASTER SFATH ____________________ O MS ALL RIGHTS RESERVED _..W_ SEE EAST END KITCHEN PLANS F '-6" REUSE EXISTING r E --- €€ :. RES�, TW z83z ( € c z468 I {€ FOR CABINET PLANS AND ; I ELEVATIONS € z V.I.F. _I.. - �D €. 1 --- _ REMOVE EXISTING WALL W DO 4 ------- i SINK r- r € i 3 € PROVIDE HEADER € z t I fi" NEW ANDERSEN TW z846 ______ .__ _ ._. _ ._....... _. _._ _ .... _. Robert I. Brown IN RELOCATED OPENING (z)zx8 HEADER TO BE = € Architect P.C.€ 7 REMOVE EXISTING WINDOWS FLUSH WITH CEILING I NEW ANDERSEN TW 2446 REFRAME FOR REPLACEMENT IN EXISTING OPENING NEW HOSE BIBB (3)ANDERSEN TW 2832 - --- - - —�- NEW FWG 6o6nR REFRAME IF NECESSARY 20 Bd Ave. Green port NY NEW FWHY68AL NEW FWH 2968AR _ h EXISTING MASTER BEDROOM _��'� ° _ -—(�WALL in O@rlbrownarchitect.com 631-477-9752 EXISTING DEN IT IS A VIOLATION OF THE LAW FOR ANY PERSON, NEW ANDERSEN FWG 6oING ,e UNLESS ACTING UNDER TI IE DIRECTION OF A 1 IN EXISTING OPENING LICENSED AftCI IITFC'I" TO ALTER ANY ITEM ON REMOVE EXISTING WINDOWS REMOVE EXISTING WINDOWS - TI IIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERAT'TON MUST'BE NOTED,SEALED,AND REFRAME FOR REPLACEMENT (2)ANDREFRAME FOR REPLACEMENT _ NEW ANDERSEN TW 2846 DESCRIBED IN ACCORDANCE WITH THE LAW. (z)ANDERSEN TW zio4io (z)ANDERSEN T'W zio4io N IN RELOCATED OPENING ?ts .1„ _ ..._.... ! _C� NEW HOSE BIBB Q��U��pT I,g90 ij� C� REMOVE EXISTING DOOR K-2" AND WINDOWSr"": REFRAME FOR REPLACMENT j °�A,,.��.a�= f,5'..I' I peg (6)ANDERSEN TW 210410 ..-_..-... .--_,�•."..._-.....-._"...,�... 63 A REMOVE EXISTING WINDOW NEW REFRAME FOR REPLACEMENT (3)ANDERSEN TW 2846 �. CLIENT/OWNER ISLE OF CEDARS PETER'S NECK ROAD ORIENT, NEW YORK PROJECT TITLE FLOOR PLAN 1 RENOVATIONS SCALE:1/4"=i-o" 1 �3 EXISTING EXCEPT AS NOTED FIRST FLOOR PLAN ISSUE SCALE oz FEBRUARY,2018 1/4'=i-o" DRA�A7ING NO. i ISSUES;REVISIONS Fm EA ——------ NEW ANDERSEN NEW ANDERSEN TW 2832 TW 2832 (z)ANDERSEN TW 210410 ........ _._...._..... __ _.. ��__._...................................__.................. ...._................._._..............__......__...__........._ ......._.._............. __ _ _ _.._..._._....._.__._._......... _......_._ .._._ NEW FWH3168AL 18 JANUARY,2018 WEST ELEVATION 16 NOVEMBER,2017 1 16 AUGUST,2017 SCALE:1/4"=i-o" Al 16 NOVEMBER,2o16 EXISTING EXCEPT AS NOTED JULY ol,2014 MAY 15,2012 TI{ESE PLANS ARE AN INSTRI_TMENT OF SERVICE ANDARET"HE PROPER"IA'OF'I'HT ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 0 20 S ALL RIGHT'S RESERVED Robert I. Brown Architect, P.C. 20 Bay,Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOL-ATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDE:R'T'HE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING TN'Al��'��'AY. ANY AUTHORIZED ALTERATION MUST BE:NOTED,SEALED.AND DESCRIBED IN ACCORDANCE WITI I TIIE LAW. ED ApOhi _.. � 0�¢0I.$SO TF0 1634. _. __.......... OF N— y CLIENT/OWNER _._ ........._._ __. _.__..... _ _.. __........__ ..... _..... ._ ___ . _� _ __..___ ..._.__.. _ _.. ISLE OF CEDARS NEW ANDERSEN PETER'S NECK ROAD _.....W_..,._...__..... ..._.. TW z83z _ ......� ORIENT NEW YORK NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN NEW ANDERSEN ._ _ w ..._.....__...------..._ � ....__ � _................. _.._._.. __._... _.. _.... _...__._..._ ... _.. _..._. _.......... _..... ._..... .._.._.. __ TW 2846 TW 2846 TW 2846 TW 2846 TW 2846 �� TW z846 TW z846 m RENOVATIONS ELEVATIONS NORTH ELEVATIO 1 SCALE:1/4"=i-o" Ai ISSUE SCALEEXISTING EXCEPT AS NOTED oz FEBRUARY,M8 DILA,4'ING NO. ISSUES(REVISIONS REMOVE EXISTING WINDOW NEW ANDERSEN NEW ANDERSEN (2)ANDERSEN TW 2846 TW 2846 TW 2846 ___ ... 18 JANUARY,2018 16 NOVEMBER,2017 EAST ELEVATION 1 16 AUGUST,2017 16 NOVEMBER,2oi6 SCALE:1/4"=i-o" Al EXISTING EXCEPT AS NOTED (ULY 0E,zo14 MAY 15,2012 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED ®2018 AIA,RIGHTS RESI-.;RVED Robert I. Brown Architect, P.C. ao Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE IE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY IIE.M ON TI IIS DRAWING,IN ANY WAY. ANY AUTIIORIZ,ED ALTE.RATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. ED NEW FWG 6o61 aM; LLLJ OF:NEw y E:l LfflL NEW ANDERSEN (3)ANDERSEN TW 2832 Y _ ...__TW 2446._.._ _ CLIENT 1 OWNER L�JOL Lj (6)ANDERSEN TW z1o410 ..~ -...... ~�.... ..•......__. ...._. _ (3)ANDERSEN TW 2846 _....�.�......_ _..._ ....._._........ ._..._.........._.....M._...._....__.._...._....._._....�._.._...._........ ....._.._��___...�....._._..._ _..�.. ISLE OF CEDARS .._._.........�._.... .._....._................_.�..._..._...___........._......____. ._ _ .....__...._.._..._._..........._....... .......�._..�._._.........__..m..�...... ....�......._......._._...._........_.�.........�...............�......�.. PETER'S NECK ROAD ORIENT, NEW YORK PROJECT TITLIE RENOVATIONS SOUTH ELEVATION 1 ELEVATIONS SCALE:1/4"=i-o" 1-11 EXISTING EXCEPT AS NOTED ISSUE SCALE 02 FEBRUARY,2o18 1/4"=i-o" DRAWING;NO. ISSUES/REVISIONS ...............................................__ ....._ , . ,,............_.............._..........E. x. .. x, I...' GFI GFI EXTERIOR / CH,i s ' i � I 1 VENT ...................I........ —�V ................................................. r / ELECTRICAL LEGEND $ LIGHTSWITCH: THREE WAY D=DIMMER / R •�� JAM SWITCH 7410 ......................................................................... / .xx„xn..n.„•m. OUTLET:GFI=GROUND FAULT INTERUPT I........ ............... ................. [� FIXTURE: = OUTLET T t I �.... 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REFR WALL DI — ————— VENT DULPEX E Ig OVEN € M7�IER � k — LIGHT CABINET \ CO CARBON MONOXIDE DETECTOR —— — 4 EPH ELEC,PANEL HEATER LI / ....�m_ xx x� ...,_...... _ R Rzs AC CONDENSER Y-AR .............n w.....xx,,.x, .....n ......�w,..,,,w .x.,.,.........xx�..,..x-mnw.. ....,.n...... w x.,... _n.::x.. } PHONE/COMM $ R S ® gg O 18 ANUARY,2o18 / R $ II t CO SD LIGHT TRACK J / DIMMER DRYER WASHER Pc PULL CHAIN �� ......... ....... ` 1 16 NOVEMBER,2017 -- `p QL GFI EXTERIOR PL PORTRAIT LIGHT A g TO CLOCK OUTLET .� GFI I I \ ————— ,1� I I `. ..:.....m. ... ....... .............nay, " 16 AUGUST,2017 Y I as DIRECT LIGHTING I . .. . ..., .._ ....w..,. �. ..... . I/ _...OCHANDELIER „ t� € ._.......... _ k — g © 16 NOV EMB E R,zoi6 GINGYAN D E 6FLUORESCENT )ULYC1..014 SPOTLIGHT DIMMER HOOD MAY 5aoiaR R ................. .......... EMERGENCY EMERGENCY LIGHT MANTLE R GFI HANG—NG d / EXIT EXIT SIGN THESE PLANS ARE AN INSTRUMENT OF SERVICE FIXTURE \ { R ...................... ........ .. o ANC)ARE•.THE PROPERTY OF THE ARC]IITECT. } ........._!'. .......J / : // ............._......; ;....... EXIT a I \ / \ :'• :. x b b @=GFI VENT ]NFRINGEMF..NTS WILL BE PROSECUTED ' E......t ..... k ' g .<..........�..: ....s , ()zo14 ALL RIGI ITS RESERVED ; x � qp TO ALL I \ �� —�� ,IINDERCARINET \__.....� �° \ ��— — / DIMM�R � is 3 k ' I i , D/W LI — —'/ _ D R -- � 4 H DIMME \�— GETS jj.��? I i _ / _n.. . ._........ .0 (W. —— � ,. ; , ; B�MM-M'� 1 € � GFI ' ----- G1._ 2,: GFI _. ..... ...,.m ?{ 3� �,. ....n..w �,a, a ,.., ..,..av .". ., a __ .............. \. x........ ,.,,.,..n...., R \ _. :& RE.k.I .... € "I �a. _ . : ,,� \\ Robert I. Brown \ UNDER/ _ a „ 'L`X\ERIOR ( I I Architect, P.C. I ao5 Bay,Ave. Greenport NY — I HL'YE 3 / \\ jf I j info@ribrownarchitect.com QI ,. FISHEYE FISHEYE S 4 64� \ \4 , \ / \ I j II 631-477-9752 IT IS A VIOLATION OF TI IE I.:AW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENS.T)AR{.:fII"I'F;C'I','C'O ALTER ANY 1'I'C;149 ON k 1, I 's THIS DRAWING IN ANY WAY. ANYr1UTHORIZED �' It"——— —— K \\ {T} ALTERATION vitiS'I"BE NOTED,SEALED,AND R DESCRIBED IN ACCORDANCE WITH THE LAW. r :.............A.>..................._.....n....................._..._............: .... _ ........ _.. ; ...... ..>....a: ....................................:.........,..... .................,xxx3t n_ --<.w m,a \� . a ........... ........ ..................... _ •.....d ............................. ...................................•.................. � RFD q qp EXTERIOR —_.------- I` 6� �ry4�� ,,/ t EW ......................... CLIENT ... ..... ..................._.. ,. ............._........._. .............................. ............................... ......._...................._................._._.......__...._..................................................._............_. ................ ......................_............... ................................. OWNER T I ............................................... ......... 3 i `.... .._..... ..._........ .._.............................. ISLE OF CEDARS PETER'S NECK ROAD ORIENT, NEW YORI< PROJECT TITLE FIRST FLOOR ELECTRICAL PLAN RENOVATIONS SCALE:1/4"=i—o" l 13 EXISTING EXCEPT AS NOTED GROUND FLOOR ELECTRICAL PLANS ISSUE SCALE oa FEBRUARY,2o18 1/4"=i-o" DRAWING N. I REScheck Software Version 4.6.3- Compliance Certificate Project Latham Renovations / Addition..,:;:` Energy Code: 2015 IECC ' Location: Riverhead, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,395 ft2 Glazing Area 17% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Isle of Cedars Kevin&Sarah Anglum Robert I Brown Architect P.0 Peters Neck Rd. 205 Bay Avenue Orient,NY 11957 Greenport, NY 11944 631-477-9752 info@ribrownarchitect.com 0 . UlAtrad Compliance: 11.7%Better Than Code Maximum UA: 617 Your UA: 545 Maximum SHGC: 0.40 Your SHGC: 0.28 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.' Floor 1:All-Wood J oistfrruss:Over Unconditioned Space 2,395 22.0 0.0 0.042 101 Wall 1:Wood Frame, 16"o.c. 1,828 19.5 0.0 0.059 77 Window 1:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.28 Window 2:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC:0.28 Window 3:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC:0.28 Window 4:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC: 0.28 Window 5:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Window 6: Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Window 7:Wood Frame:Double Pane with Low-E 15 0:300 5 SHGC: 0.28 Window 8:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC:0.28 Window 9:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Window 10:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Project Title: Latham Renovations/Addition Report date: 05/30/19 Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3:0`.rck Page 1 ofll Gross Area Cavity Cont. Assembly or 1.1-Factor UA Perimeter Window 11: Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Window 12:Wood Frame:Double Pane with Low-E 15 0:300 5 SHGC: 0.28 Window 13:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Window 14:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Window 15:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 16:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 17:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 18:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 19:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 20:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 21:Wood Frame:Double Pane with Low-E 7 0.300 2 SHGC:0.28 Window 22:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.28 Window 23:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC:0.28 Window 24:Wood Frame:Double Pane with Low-E 14 0:300 4 SHGC: 0.28 Window 25:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.28 Window 26:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC:0.28 Window 30:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.28 Window 31:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.28 Window 32:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 33:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Door 1: Glass 40 0.300 12 SHGC:0.28 Door 2:Glass 40 0.300 12 SHGC: 0.28 Door 3:Solid 20 0.400 8 Door 4:Solid 20 0.400 8 Door 5:Solid 20 0.400 8 Wall 2:Wood Frame, 16"o.c. 820 28.0 0.0 0.050 35 Window 34:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 35:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 36:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 37:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Project Title: Latham Renovations/Addition Report date: 05/30/19 Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3.0.rck Page 2 ofll Gross Area Assembly or ;Cavity Cont. U-IFactor UA Perimeter R-;Value, Rm Value Window 38:Wood Frame:Double Pane with Low-E 10 0300 3 SHGC: 0.28 Window 39:Wood Frame:Double Pane with•Low-E 10 0.300 3 SHGC: 0.28 Window 40: Wood Frame:Double Pane with Low-E 10 0.290 3 SHGC: 0.31 Window 43:Wood Frame:Double Pane with Low-E 10 0.290 3 SHGC:0.31 Window 44: Wood Frame:Double Pane with Low-E 10 0.290 3 SHGC: 0.31 Window 45:Wood Frame:Double Pane with Low-E 10 0.290 3 SHGC: 0.31 Window 44: Wood Frame:Double Pane with Low-E 10 0.290 3 SHGC: 0.31 Window 45: Wood Frame:Double Pane with Low-E, 10 0.290 3 SHGC: 0.31 Wall 3:Wood Frame, 16"o.c. 924 28.0 0.0 0.050 44 Window 43:Wood Frame:Double Pane with Low-E 14 0:300 4 SHGC: 0.28 Window 44:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.28 Window 45:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.28 Ceiling 1: Flat Ceiling or Scissor Truss 756 50.0 0.0 0,026 20 Ceiling 2: Cathedral Ceiling 775 50.0 0.0 0.021 16 Ceiling 3: Cathedral'Ceiling 804 50.0 0.0 0.021 17 Ceiling 4: Flat Ceiling or Scissor Truss 864 50.0 0.0 0.026 22 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirements listed in the'REScheck Inspection Checklist. Name-Title Signature Date Project Title: Latham Renovations/Addition Report date: 05/30/19 Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3.0.rck Page 3 of11 REScheck Software Version 4.6.3 cls(i Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. +7 ,d . s fi-w .4t v t , s Sis ✓ t a5 w"�..^? S'ect�an el l �Re r Plaas 1/erif�esi IFid Yenf�ed t r lnspect►on/Pai�iewr � �� , Comphes? Comments/Assumptions U01U8' 103.1, Construction drawings and "y r �` ❑Complies Requirement will be met. 103.2 documentation demonstrate gl ❑Does Not (PR1]1 energy code compliance for the `s �,k ) ❑Not Observable building envelope.Thermal r ', .envelope represented on � ❑NotApplicable construction documents. 103.1, Construction drawings and 3 s ❑Complies ;Requirement will be met. 103.2, :documentation demonstrate []Does Not 403.7 energy code compliance fors ❑Not Observable (PR3]1 :lighting and mechanical systems. ❑Not Applicable 'Systems serving multiple dwelling units must demonstrate �� compliance with the IECC � Commercial Provisions. ,,, Heating and cooling equipment is; Heating: ; Heating: ❑Complies :Requirement will be met. 4'0. 7 sized per ACCA Manual S based : Btu/hr : Btu/hr ,❑Does Not (PRzJ?h r on loads calculated per ACCA ; Cooling: Cooling: ❑Not Observable 4 ' Manual J or other methods 1 Btu/hr Btu/hr :❑Not Applicable �E approved by the code official. Additional Comments/Assumptions: 1 THi h Im act(Tier 1) 2 : Medium Impact(Tier 2) 3 3,n Low Impact(Tier 3) 19 p 1 �.�._..�-._._._.__P p Project Title: Latham Renovations/Addition Report date: 05/30/19 Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3.0.rck Page 4 of11 Section x :: xw �F # Foundation Inspection Comphes Comments/Assumption SyReq;ltY' b 303 2 1A protective covering is installed to ;❑Complies ;Requirement will be met. [FO11]z ;rprotect exposed exterior insulation ,❑Does Not a` and extends a minimum of 6 in. below ;❑Not Observable; grade. :❑Not Applicable 4039 ;Snow-and ice-melting system controls l❑Complies ,Exception: Requirement is not applicable. [FO12]z Tinstalled. ❑Does Not ❑Not Observable "3 ; Not Applicable Additional Comments/Assumptions: __.._......- __ .. i ._..._. ._—.._......-------..._...._....._....---- 1 High Impact(Tier 1) 2,i Medium Impact(Tier 2) 3.3 Low Impact(Tier 3) Project Title: Latham Renovations/Addition Report date: 05/30/19 Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3.O.rck Page 5 of11 II. # Frame �/Rough In Inspection +puns Verified ,Feld Verrf�ed ti Comphes7 CommentsJAssumptruns , 9i 1 Value q. Va ue 402.1.1, Door U-factor. I U- U- ❑Complies !See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FRl]1 ❑Not Observable ❑Not Applicable 402.1.1, ':Glazing U-factor(area-weighted U- U_ ❑Complies See the Envelope Assemblies 402.3.1, average). UDoes Not :table for values. 402.3.3, -]Not402.3.6, Not Observable 402.5 ❑Not Applicable [FR2]1 303.1.3 ;U-factors of fenestration products * r s ;, `, ❑Complies Requirement will be met. [FR4]1 :are determined in accordance ❑Does Not ;with the NFRC test procedure or ;taken from the default table. " g ! ❑Not Observable 3 a , ❑Not Applicable ....................__.._.....-_........................_ — _ ....._......._......................_.._..........--... ._.........................................._...--........_...................._.......-----__.. 402.4.1.1 ;Air barrier and thermal barrierh ❑Complies Requirement will be met. [FR23]1 ;installed per manufacturer's w ❑Does Not instructions. k * , ❑Not Observable P ❑Not Applicable 402.4.3 ;Fenestration that is not site built j � ❑Complies ;Requirement will be met. [FR20]1 :is listed and labeled as meeting [ f ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 for has infiltration rates per NFRC 4*a❑Nat Observable ; ❑Not Applicable [400 that do not exceed code PP ;limits. 442 4 5 IC rated recessed lighting fixtures � 's ° '& '" ❑Complies Requirement will be met. {FR16]z sealed at housing/interior finish � 1❑Does Not land labeled to indicate s2.0 cfm �� 4"tea leakage at 75 Pa. � a� ❑Not Observable . � ❑Not Applicable -------....---......_.__.....__._........... ..__......................................................_......--- .... .....................--....... 403.2.1 ;Supply and return ducts in attics x T k ❑Complies Exception: Ducts located (FR12]1 ;insulated >= R-8 where duct is b, ❑Does Not completely inside the r >=3 inches in diameter and > g building envelope. R-6 where< 3 inches. Supply and j ❑Not Observable :return ducts in other portions of ❑Not Applicable :the building insulated >_ R-6 for d �' m "� diameter>=3 inches and R-4.2 ; :for< 3 inches in diameter. 403 3.3:5 GBuilding cavities are not used as S ❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. & a ❑Does Not ❑Not Observable _ ❑Not Applicable ; mw. ...._.._......._ _. a.,..u..3ax '.. ..�.....__..z. - ........ .._._ _.-....................._......___..._.-......___..........------- _,. . 40,3 4, , 'M]HVAC piping conveying fluids R- R ,❑Complies Requirement will be met. %[;FR17]2 8„' above 105°F or chilled fluids ! ❑Does Not below 55°F are insulated to zR- k 3 ❑Not Observable ❑Not Applicable --- - _ _ 403.4.1 I Protection of insulation on HVAC t �� `� * ; ❑Complies ;Requirement will be met. [FR2411 Piping. awe y 3 " ❑Does Not j ❑Not Observable ❑Not Applicable 4t33 5 3, 'e;Hot water pipes are insulated to R- ; R- E]Complies 'Requirement will be met. FI 1$]z !>R-3. ;❑Does Not ;y ;❑Not Observable " ❑Not Applicable 463s6 "` Automatic or gravity dampers are a " " " , ❑Complies :Requirement will be met. FRI% $installed on all outdoor ❑Does Not r a. intakes and exhausts. ; s ❑Not Observable '' �. 0,❑Not Applicable — .__._.._-.._..........._._. .... .. _. ..._._........_..................._.................._ 1 High Impact(Tier 1) Zr Medium Impact(Tier 2) ! 3'.iLow Impact(Tier 3) Project Title: Latham Renovations/Addition Report date: 05/30/19 Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3.0.rck Page 6 ofll Additional Comments/Assumptions: ......................................................_...._.... 1�High Impact(Tier 1) ,2;� Medium Impact(Tier 2) ,,3-�Low Impact(Tier 3) Project Title: Latham Renovations/Addition Report date: 05/30/19 Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3.0.rck Page 7 of11 R � Flans Ver�fred I lell�Urlfled I i Insu�at1on Ins eci�pn f l Comp6es� Co roeDlsfAsS nnp n raa,pkP�?u - emu " " 3AII installed insulation is labeled a ' � ''❑Complies !Requirement will be met. i7 ] or the installed R-values a - ❑Does Not provided. s� � ❑Not Observable QA ❑Not Applicable 402.1.1, 'Floor.insulation R-value. R- R ❑Complies `:See the Envelope Assemblies 402.2.6 ;El Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per � ❑Complies Requirement will be met. 402.2.7 'manufacturer's instructions and ❑Does Not [IN2]1 Jn substantial contact with the { a underside of the subfloor, or floor l []Not Observable 'framing cavity insulation is in €�� f ' ❑Not Applicable contact with the top side of s sheathing,or continuous z k insulation is installed on the s underside of floor framing and a <, r I extends from the bottom to the j top of all perimeter floor framing R-E:members. 'g ..---_._...........................................................................__........._.._.._..........._.............._......_.--- ..-.___,_._... ..._.. _._. .a.. _ _....,.,........:.,,...._ .... ........._......_..._........................_.........._._._.._....--_.. .. .. _.... .... _...... 402.1.1, Wall insulation R-value. If this is a! R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the i Wood ❑ Wood ❑Does Not :table for values. 402.2.E wall insulation on the wall ❑ Mass ❑ Mass :❑Not Observable [IN3]1 'exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN411 manufacturer's instructions. �� Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: ....................... _.._........................................._. (1 High Impact(Tier 1) _ „ Medium im act(Tier 2) 3 Low Im act(Tier 3) _.._.p P Project Title: Latham Renovations/Addition Report date: 05/30/19 Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3.0.rck Page 8 of11 $actionL i fir" I r Plans Ver fled" FleId Verlfled. i =e # Final Inspectron Prou�slons Com ites� Oomme�#s/Assum dons Value" Value s s. .,. p�... 402.1.1, ;Ceiling insulation R-value. I R- ;\R- ;❑Complies See the Envelope Assemblies 402.2.1, ;❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable [Flip6 ❑Not Applicable 303.1.1.1,'Ceilinginsulation installed per ° � �` ] �p � �„ � t 4 ,;2 ❑Complies Requirement will be met.-- 303.2 manufacturer's instructions. ❑ t " Does Not [FI2]1 Blown 300 ftz ❑ insulation marked every Not Observable ar 4; Y y x r ' ❑Not Applicable 4p2}2 3 Vented attics with air permeable4 s ❑Complies Requirement will be met. fF12�Jz Finsulation include baffle adjacent r *�" j❑Does Not .to soffit and eave vents that { _# ❑Not Observable extends over insulation. ag PP k Not Applicable ., 402.2.4 :Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI3]1 'Insulation zR-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 - ACH 50= ACH 50 = ❑Complies Requirement will be met. [FI17]1 'ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable i ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 cfm/100 i cfm/100 ❑Complies `Requirement will be met. (FI4]1 cfm/100 ft2 across the system or ftz ftz ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable ;tests,verification may need to :❑Not Applicable occurduring Framing Inspection. 403.3.2 ;Ducts are pressure tested to _cfm/100 cfm/100 '❑Complies Requirement will be met. [FI27]1 determine air leakage with ' ftz ftz ❑Does Not either: Rough-in test:Total leakage measured with a []Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a ;pressure differential of 0.1 inch :w.g.across the entire system ;including the manufacturer's air ;handler enclosure. i 403.3.2.1 ;Air handler leakage designated #f s' � � ❑Complies Exception: Requirement is [F124]1 by manufacturer at<=2%of x ❑Does Not not applicable. design air flow. g £ ?❑Not Observable ❑Not Applicable .-.._..__.._. Programmable thermostats M, _❑Complies-- ;Requirement will be met. installed for control of prsmary s ❑Does Not � rca ;heating and cooling systems and ' "#, n initial) set b manufacturer to ��E r f ❑Not Observable Y Y r code specifications. .;w � " „sus v'❑Not Applicable 443 1 2 Heat pump thermostat installed � � �.� �� ❑Complies ;Requirement will be met. FIh0]zon heat pumps. � •.❑ Does Not r a ❑Not Observable ❑Not Applicable 403 S 1` �.Circulating service hot water ❑Com lies :Requirement will be met. 111� ssystems have automatic or ,�� ❑Does Not accessible manual controls. �� r�� s �,❑Not Observable s .,,. Pomp >k• � # �, %,r; ❑Not Applicable _ _........_..--_..............._.....___._._ -—.._....__...._.._..._..._..._ _.__..._.._._._.._....._... _............ 1 High Impact(Tier 1) 2 �Medium Impact(Tier 2) 3.:�Low Impact(Tier 3) Project Title: Latham Renovations/Addition Report date: 05/30/19 Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3.O.rck Page 9 ofll SeCttO17 m " t"rd rx t S Plarss Verlfse'd t iFseld Verified I ��nl�llnspectton Pra�r�ssons sa complies3 Comment5sumt�o�s a T 3 E 5* 81Ue 4t33 6ZAll mechanical ventilation system Piz �_ �jg' # rr $ 3y ❑Complies Requirement will be met. Fi25] art of tested and listed ❑Does Not P r � g r Y fans not HVAC equipment mee and airflow limits. t efficacy "° (br s^❑Not Observable :. ; y %� , ,ti �&, r r ��,, . .�,.. r ,=,�s,,. , , s„��x_��s�� .• ,•. ;xr;�❑Not Applicable 4D3 2 Hot water boilers supplying heat;❑Complies ;Requirement will be met. [FI26] through one-or two-pipe heating ❑Does Not systems have outdoor setback �r ' . control to lower boiler water ❑Not Observable temperature based on outdoor ` ' x v8 .❑Not Applicable temperature. € � 4p35 1 Heated water circulation systems � taj r �� ❑Complies :Requirement will be met. [F128Jx have a circulation pump.The �r� € F El Does Not < s �r •. system return pipe is a dedicated `fir ' a return pipe or a cold water supply ❑Not Observable �T pipe.Gravity and thermos- . ❑Not Applicable y" E syphon circulation systems are ; f } iei d7 Fnot present. Controls for f ti4 circulating hot water system $„� pumps start the pump with signal for hot water demand within thele .occupancy. Controls �u'� '�*� �'��, ayes-' automatically turn off the pump x a when water is in circulation loop a � is at set-point temperature and �yN no demand for hot water exists 4t)3 5 1 2 Electric heat trace systems �8� 3� _❑Complies Requirement will be met. f n x `,}Fz A'AAR [FI29jz comply with IEEE 515.1 or UL �; eN Pl'_ ❑Does Not 515. Controls automatically �� '", � �� ❑Not Observable _= adjust the energy input to the_= p 1 heat tracing to maintain the ❑Not Applicable��rr,�,�� s �� r s� � ^� r� r �desired water temperature in the { CC � ;piping ;n <E3 ��'. ...._..._...._............._.........._......_..._ _.........__........_....:.........................._..__..._....._...................._.._.._.......___............_. s li 4{I3 5 2 r Water distribution systems that ❑Com p'es Requirement will be met. {F130]� have recirculation pumps that , _ Y �❑ pump water from a heated water ` Does Not ❑Not Observable x s , supply pipe back to the heated � 4 ' AAR Ow tlwater source through a coldxzt � e Not Applicable water supply pipe have a r: � Y demand recirculation water system. Pumps have controlsF that manage operation of the pump and limit the temperature ' s e , of the water entering the cold � � aK �' w , f ,ra ;water piping to 104 F. Drain water heat recovery unitsAfr � a ❑Complies Requirement will be met. [F131 tested in accordance with CSA � � ❑Does Not € 1— 655.1. Potable water-side ° pressure loss of drain water heat ° } 4, ❑Not Observable recovery units<3 psi for (^ i ❑Not Applicable rndividual units connected to one x r � or two showers. Potable water- rr � aside pressure loss of drain water ' heat recovery units< 2 psi for individual units Connected tos` : three or more showers. � `T °��i .�. 404.1 75%of lamps in permanent t I & ❑com lies ';Requirement will be met. [F16)1 !fixtures or 75%of permanent P Does Not ;fixtures have high efficacy lamps Does not apply to low-voltage R � x �' ❑Not Observable ' li Htinr k �� "❑Not Applicable 9 g• �w.at 404 1�1 jFuel gas lighting systems have � a ❑Or, Complies `Exception: Requirement is I1231 s�(no continuous pilot light. ,� � , 9 ❑Does Not :not applicable. u El Observable µ 4 � " 1"❑Not Applicable ........._.._......_..........................._ _.....__..._..._........_._._..-- 1 iHi h Im act(Tier 1) Medium Impact(Tier 2) 3;�Low Impact(Tier 3} 1 ! 9 p 2j ..___.... _._.P Project Title: Latham Renovations/Addition Report date: 05/30/19 Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3.0.rck Page 10 of11 z' , ... `z qR" aCktOn y .. nri PTanN P� t@IdPtld _. Ftn 1 In5pectionS-.P�r utst�ns Ualu � Ualue Y Cd�t�apl�es� Colt teats/AsS rmpttons .. �a`�" YR 4p1 Compliance certificate posted. omplies :Requirement will be met. ❑Does NotAM _ ❑Not Observable ;' � .::'.exa s Y, :.. ❑Not Applicable p3,3` Manufacturer manuals for ',Requirement will be met, ;mechanical and water heating f � � �,' ❑Does Not 49 systems have been provided. f ,sE ❑Not Observable �a ❑Not Applicable Additional Comments/Assumptions: — -..__..._................................ ........................................................... _.... _.........._.._.............._ ............. 1 High Impact(Tier 1) Medium Impact(Tier 2) ,;Low Impact(Tier 3) Project Title: Latham Renovations/Addition Report date: 05/30/19 Data filename: C:\Users\Ryan\Documents\REScheck\Latham 3.0.rck Page 11 ofll RESIDENTIAL GENERAL NOTES MISC. GENERAL NOTES TEST HOLE 05/ 14/201 2 ' NECK ISSUES/REVISIOPJS Kul 1.THIS PROJECT 15 CONSTRUCTION OF RENOVATIONS TO AN EXISTING`INGLE FAMILY RESIDENCE, "' DWAY) VAT( ROACLASSIFIED AS R-3. PETEI O'd �"WIDE PRIELECTRIcaV 2.THE HEIGHT OF THE EXISTING BUILDING AS DEFINED BYTHE RESIDENTIAL CODE NEWYORK STATE 15 DARK BROWN LOAM OL (25 � INSPECTION RE•GutH a 12'-9" 3.THE TYPE OF CONSTRUCTION 15 TYPE V(13). 1 .01 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 RESIDENTIAL CODE OF N.Y.5.WITH EDGE OF PAVEMENT , 2017 SUPPLEMENT AND THE AF C PA WWOD FRAME CONSTRUCTION MANUAL 2015 EDITION. BROWN CLAYEY SAND SC 5.DE51GN LOAD CALCULATION ARE BASED ON: 6��41 3 0 99 E ►- 1 COMPLY WITH ALL CODES OF LIVE LOAD:AS PER TABLE R301.4,RESIDENTIAL CODE OF NEW YORK STATE. Q ENCE 5'E• DEAD LOAD:CALCULATED AS PER R301.3 AS PER RCNY5. 3.7' WATER IN BROWN CLAYEY 1 O O.O O `' „ 2.8�N' NEW YORK STATE & TOWN CODE SNOW LOAD:45P51 GROUND SNOW LOAD(AS PER FIG.R301.2(5)RCNP5. I » COVER FOUND O AS REQUIRED AND CONDITIONS SEISMIC DESIGN CATAGORY"C',FOR 120 MPH 3 SECOND GUST, q O SAND SC E C. M❑N, A z N APPROVED AS NOTED LOCATION LIVE DEAD DELECT LIMIT 730 4� O 'D i v DA n 15T.FL. 40 LB. 12 U360 O DATE: a2 g p.# j ILA- 2ND.FL.(SLEEP AREA) 30 LB. 12 U360 / / / 0) FEE: ATTIC(NON STORAGE) 20 LB. 10 U360 A z U N NOTIFYSefftet- BUILDING DE SOUTHOLD T0VVN TRUSTEE ROOF 20 LB. 15 L/360 WATER IN PALE BROWN DEPAR NT AT S " E �� / / 765-1802 8 AM TO 4 PM FOR THE N.Y.S.DEC G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, FIN E TO COARSE SAN D C 3•40 34 0 TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN -+ 4 2 L'• 3 / FOLLOWING INSPECTIONS: CONNECTION WITH THE WORK. SW 4Z• [3 1. FOUNDATION - TWO REQUIRED THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED FOR POURED CONCRETE OR IMPLIED IN THE USE OF THESE PLANS. 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE 2. ROUGH - FRAMING & PLUMBING DRAWINGS.FOLLOW DIMENSIONS ONLY. � '' ' OF �\O G� 3. INSULATION OCCUPANCY OR 8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR / / \ 4. FINAL - CONSTRUCTION MUST DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS A BE COMPLETE FOR C.O. NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TDOL5 NECE55ARY TO 1`� ti� '' /' , P Q�' \ USE I S U N LAW F U L COMPLETE THE WORK. vd . / �p��P �- O*P,Qe� ALL CONSTRUCTION SHALL MEET THE 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS 1 3 0 tr) l31 Q��vV v P,Q P� �P 3 Y EQUIREMENTS OF THE CODES OF NEW WITHOUT CERTIFICATE AND SPECIFICATIONS. OF OCCUPANCY 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE of WATER ENCOUNTERED 3.7' �°�� / 3� gyp' YORK STATE. NOT RESPONSIBLE FC�R p DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY. BELOW SURFACE '_ - '• DEMOLITION �, '_ - /• I 1.CONTRACTOR SHALL DEMOLISH WALLS AND FLOOR.INDICATED ON DRAWINGS AND AS NECE55ARY, O AND REMOVE DEBRIS. -w DRAINAGE INSPECTIONS ARE REQUIRED 2.CONTRACTOR SHALL Do ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR I`V' ` / / Contact T05 Engineering 2"765-1560 before p0wOrdoor INSTALLATION OF NEW YORK. • Backfill, OR P/OVie-Engineer's Certification ., R 3.ALL NEW YORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY A5 P055113LE UNLE55 ` $1 '• / 24.4, -a: c..nd ducts JOr OTHERWISE NOTED. \ DRAINAGE CALCULATIONS 81g- / �• that the drain�e has been Installed to Code. 4. EXISTING STRUCTURE AND INTERIOP_5 TO REMAIN SHALL BE PROTECTED AS NECE55ARY DURING W testing required. DEMOLITION AND CONSTRUCTION. /• 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND / / •Q TRUSS PLACARDING REQUIRED TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT cr- AS NECE55ARY. HOUSE: Y POLE / / pG Q oMust • ,� r,?�1 GENERAL CONSTRUCTION Za ZONE 1 : 1 ,027 S.F. x I x 0. 17 = 174.E C.F. uTILITLIL#16A o c� prQ�rlde2IC.IIt�c-..�, r p I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECE55ARY TO ti PROVIDE ( I ) 10' DIA. x 3' D. DRYWELL = 205.3 C.F. '• '• '• '• ' `� PLU*, D, J CTId S `a Cr COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR Lj Z a ?' R CERTIFICATION REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. z GUY j O \6, I�IYYS En�r ;y Cad 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. WIRE Z +�LEAD CONTENT BEFORE 3.INTERIOR TRIM SMALL 4.FRAMING ELEMENTS MATCH EXISTING. " ZONE 2: 99 I .5 SF. x I x O. 17 = I G8.G CF �' Q ' `'- �O Q p,\J5\O 5 sEPr•° 2018 A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 CERTIFICATE OF OCCUPANT,Y OR BETTER y PROVIDE I 10' DIA. x 3' D. DRYWELL = 205.3 C.F. J� 24.3' G' 3oAUGusT, 2ols B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL.BE INSTALLED,CUT ( ) �Q, O� SOLDER USED/N WATER P�-� gj� AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. !v �G�QNP�,G� / / / / / / / / P�O.� \��' 4D `( SUPPLY SYSTEM CANNOT 25 JUNE, 20 18 ALL'g's_!J'"31,�r //,STE C.ALL SHEATHING TO BE APA RATED,EXPOSURE I,THICKNESS A5 INDICATED. "1 ^� I' ' CjP / / / / / / / o &V'TIATE R I_I`I � NI-`U ED,An SLID.ALL HEADERS FLOORING AND OVERSTATE 5 SUPPORTED WITH E P050RE 1.3/4'MIN. O'ANN OVER W � ZONE 3: 1001 .3 SF� x I x 0. 17 = 170.2 CF \��N� �oQ � � � � � � � e�0�� \ Q U EXCEED 2/�F 1/ LEAD. 23 MAY, 2018 T�STI'tiG BEFORE t "VERI�IG WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'x8'OR AS SHOWN ON DRAWING. la PROVIDE ( 1 ) 10 DIA. x 3 D. DRYWELL = 205.3 C.F. oQ� •; . ' P�O-�P\- 30 O \\\\O 00 W x 02 FEBRUARY, 20 18 F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S.CODE �,I +( OR AS NOTED Q 8'-O'O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. r ��, O O\P�\ \��a\\��. ISO 1 4 G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ITC.)OR AS NOTED ON DRAWINGS. "vl , r / / / i \` O \V` G, T► , '�a 18 JANUARY, 2018 H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON \ "�I w GARAGE: 982 S.F. x I x 0. 17 = I G7 C.F. �� Tom, TES HOLE / / / ,� �- ,� z Q trl exteriort'DRAWINALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL O \v1 1 I C O Q to 16 NOVEMBER, 20I 7 z7 �� O �, PROVIDE ( I ) I O DIA. x 3 D. DRYWELLS = 205.3 C.F. x o I \, w > „ CONNECTORS BY'SIMPSON'OR APPROVED EQUAL. \� ►-y L \ � � f W �\� r \►"� I'J' f.'i..talled,rCpl'aCCwitn'';� J.NAILING SCHEDULE SHALL BE AS PER N.Y.5.BUILDING CODE AS A MINIMUM.ALL 2"x6"STUDS �r CO R ETE ON_ / / / / \ %�- A 0 "' 16 AUGUST, 2017 �. .�' h SHALL RECEIVE 5 I Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE [� O DJ O - �Ired �.li confl ±, ATTACMEE)NAILINGSCHEDUIE. '� DRIVEWAY: 2,735 S.F. x I x 0. 17 = 4G5 C.F. a W SHOUT ARE y� / \ ___ f pW 3 Q N \Q" F""•1 ...•,+..... K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O.C.DCTERIOR EDGES AND 6d NAILS 12' 70 16 NOVEMBER, 201 6 ®Chi-1 «.,a �72 O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. I 'J.1 I I = CQ !' \ A \ (/� H R' •,PROVIDE (3) 1 O DIA x 3 D. DRYWELLS G 1 5.9 C.F. - \ lot 2 lr the To,,,: L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. r I Q• p�P Wry JU LY 0 I, 20 14 � M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE ► 1 W of C�� O TYPE CONNECTORS 13Y'SIMPSON"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE � /- \` I HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. 1-4 (z) �,,� -! �0 �. �O Q\ di MAY 15, 20 12 5�Q RNED WINDOWS TO BE THERMAL INSULATE D LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT A5 ---' ►� \\ Q P\� P V r---�- 6.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. PROPOS I C�O�7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF A PA WCFM-1995.(5EE NAILING /n 0 SCHEDULE) ------- i ',; i` \ .`.\\'i / \ I-5T0 t 74.61 O 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED nn i!'i '; / i I ` I \\`\ I '�., \/ ROPOSED '- "I ADDIT ' Q \.� MEMBRANE. "�I I ,,:; I I ; \ :�; ; ` t %' �( . GP THESE PLANS ARE AN INSTRUMENT OF SERVICE \, (� \ -STORY / t G• c� S Arg AND ARE THE PROPERTY OF THE ARCHITECT. 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. _ __ I%;/; / \ I I\` I i _ . - /;,; ------ ------------- / v A DITION / 16.3 2 w Q INFRINGEMENTS WILL BE PROSECUTED 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT I ` I \ / �/ r J Q�P P`\P.` O� STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND ,;''%' %i/ ;'' -- \' `•` ` I \ I �O / - P``_ /` �� r` o"THICK PRECAST /,'./" / / .\ I \.\\I ', /� (L' 0 �.\ P O CHIMNEY,AND ROOF AND WALLS. /' / /' \ `\' 7 1� \ /� _ �' C 2018 ALL RIGHTS RESERVED CONCRETE TRAFFIC j ,/ /:', // / \ L 0 1 2 `� \ 1 \f` /� '� r 'cY QUO p,Qe PRO pR 26 O I I.INSULATION SHALL BE GATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE BEARING SLAB. FILLED GRADE AT DRYWELL TO BE \�'' \` \ \ i '• ,i R !/' -' / Q 6 2-1 12 Ib. DENSITY FIBER-GLASS BATTS CONFOPMING TO THE SPECIFICATIONS FOR PRE-FORMED / j - \\ P` O `� FIBROUS GLASS INSULATION.NAAMM STANDARD 51, 1 b-70. APPROX.3.5'ABOVE EXISTING GRADE ; /%• I I ► / , / , - �O�P �� P�c`,�4 GRASS SHOULDER / /:, 1 1 ,. .i l N 7`` \\. �L AREA. TYPICAL "/%:" /i i 12.NEW INTERIOR DOOR5 SHALL MATCH EXISTING. / /,-: ,.'/ /;'i% I I `!IO //� 5"' � ' / 'J 13. NEW HARDWARE SHALL MATCH EXISTING. I 1 \ f'RbPOSEb' EN PK C Q �� G- L• GRADE FILLED GRADE +$,5'APPROX / ".. � ZB EI3 1 / \ P Of' 1) / 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO ASTM C36,AND SHALL BE GRADE /, ;;/, / (� = 2-STORY/ 'SN_ETROCK SW BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE III ' /"' /,r/; I I ED EXISTING 'ADDITION \- N� ---------- //. . ------------- ---�I I �'? 'C) �J '�P O - III�IIII 1 p.0� c, (_",. a 1 STORY FRAME HOUSE /OVER �p P P`' `` A`9 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTERIOR I/''" // ' 'j ' ;EXISTING' \ P `` . :�.._<:..r :�•-R. EL F FL. z s o G o `��P 0- Z0N COP.NER5 SHALL HAVE METAL CORNER BEADS. _ �' �`-Y III I I I 1 I P O`�• / / G o Robert ( . Brown FINISHES I� O®®®®® � L__�__-' --_____J ��_-- __-� Q� PQ 24.6 i /,- t QNO� Architect, P.C. o®®®®� ® Q O Q t � 1. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN - 17®®®®®F P` P\� SET ADHESIVE. = O C1®10®® ,CO� 46.7 2.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED D ®® � ❑❑D DECK •q EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND / 1 A. RECOMMENDATIONS. COLOR TO BE SELECTED. 13 CLEAN SAND A = BURIED i L 3.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK G�� 1 BRICK - 21.2' 16.3 3 205 Bay Ave. Greenport NY SHALL BE CLEANED AND REPAINTED. NEW WALL5 AND CEILINGS SHALL BE SEALED O O 4 Info@ rlbrownarchltect.Cot11 AND PAINTED.PAINTING SHALL BE TWO (2)COATS BENJAMIN MOORE AQUA PEARL a oR�o DwMETER: = O J^/ ^J LATEX PAINTED,COLOR TO BE SELECTED. « GROUND CONCRETE(CAST - G 3 1 -/I / / -0/ 5 2 4. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2) WATER -LEACHING RING. i ❑❑D A Jc .� f j �J COAT5 BENJAMIN MOORE LATEX ACRYLIC SEMI-GLOSS FAINT. _ - 1 = 6 f� S G 5/ O VACII = ZONE A�EL. 6) _ A i� � '� in - M 111.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES M ZONE VE(EL, 8) z 6 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, NECE55ARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES -IIIII "' UNLESS ACTING UNDER THE DIRECTION OF A • AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS,OR REASONABLY IMPLIED AS CLEAN SAND RGRAVEL _ 4 LICENSED ARCHITECT, TO ALTER ANY ITEM ON NECE55ARY TO COMPLETE TO WORK. 2.REMOVE ALL 13A5EBOAP.D HEATING UNITS �/ 0 o THIS DRAWING IN ANY WAY. ANY AUTHORIZED 3.WITH EXISTING BOILER AND HOT WATER H ER,EAT PROVIDE 3 HEATING ZONES � � / � O Cfl ALTERATION MUST BE NOTED, SEALED, AND (BEDROOM AREA,GREAT ROOM,BASEMENT)AND 2 COOLING ZONES(BEDROOM 2•-0'Min. 81-0"Da. 21-V Min � /,�� A � 6 r DESCRIBED IN ACCORDANCE WITH THE LAW.AREA,GREAT ROOM). ^ �L (�� 4.PROVIDE DUCTWORK,AND CONTROLS AS NECESSARY TO COMPLETE THE WORK.. l/ Y ' U Typical Section @ Leaching Pools - Scale:N75 05 EDGE OF LAWN _ --P`L� �� _r.. � Li 6 V� �IED AR PLUMBING90 Two 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES NECE55ARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS o Y�O O ,✓\ ;ly 2 AND SPECIFICATIONS,OR REASONABLY IMPLIED AS NECE55ARY TO COMPLETE THE -L nj 1\ t� WORK. 2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITIi REGARD5 TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE ♦ - 4 APPROVED'LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES'A5 PUBLISHED BY FLOW Q ` THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CON5ERVATICN. �\ NOTES: Z = A. 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE �--^ 5UPEPIV15IONOFA PROPERLY LICENSED MA5TERPLUMBER. UPON COMPLETION,THE � .\ � 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM �� , 1�' �NF�� PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF �� ❑' SOUTHOLD. �' EXISTING ELEVATIONS ARE SHOWN THUS: 3a'� AL AREA A 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, �'� n D NA f UR A, o FEDERAL AUTHORITIES,AND AANY OTHER TIIOPL5 A55 REQUIJURISDRED 13Y LOCAL,STATE,AND a" VERTICAL EXISTING CONTOUR LINES ARE SHOWN THUS• 5 BODE ODE �� ` -- ! F CLIENT/OWNER ELECTRICAL SLOPE FACE F,FL. - FIRST FLOOR �' P U w\ BLKH. � \�' G.FL. - GARAGE FLOOR 2,7'W' A A. ? I.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES ELECTRICAL SY5TEM5 A DDRELATED WORK INECESSARY AND FOP PROPER NCLUDING,BUT NOT LMPLETE IMITED TO:TION OF NEW BEDDING DETAIL B.B. - BOTTOM ❑FLKHEAD BULKHEAD 5 4 A TOE GF BANK �O � � » CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, T.W. - TOP OF WALL66043911 ISLE OF CEDARS SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO A• OO N W o APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES ANGLE FIRST STAKE TOWARD ,��t B.W. - BOTTOM OF WALL 3 �O W PETERS NECK ROAD WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND PREVIOUSLY LAID BALE. l�C' ;� 2 4 5.6 3 z - AND SPCIFICATIONS AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND ^ �`% �- ^� 2. FLOOD ZONE INFORMATION TAKEN FROM: `" ORIENT, NEW YORK INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND ^L (YJ ELECTRICAL DISTRIBUTIONSYSTIMS. FLOW ,�, l �fr✓ FLOOD INSURANCE RATE MAP No. 36103CO068H '1 W o 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 ELECTRICAL JAG i 3� � CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-1984 �'� C: r- ^� ZONE AEI BASE FLOOD ELEVATIONS VATI❑NS DETERMINED TIE LINE ALONG APPARENT (NEC). LOCAL UTILITY STANDARDS.OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), HIGH WATER MARK ON 10/18/11 S'� PROJECT TITLE THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER �� „ ��- ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTI❑N)) N 60028955 00 2 8 9 5 » J1 APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT BASE FLOOD ELEVATIONS DETERMINED 5 V�1 REQUIREMENTS WILL APPLY. �^ -c- �� 109, 199 s� -� 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS c.� i RENOVATIONS AND LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY WILL BE INSTALLED. ♦� BOUND HAY BALES 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE ^� L' PLACED ON CONTOUR ADDITION SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. , 5T E Off✓ WATER MARK ON 10/18/11 AT 10130 AM 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES �^ 2 RE-BARS: STEEL PICKETS OR I F L A N w AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE.AND FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE JURISDICTION. 2"x 2"STAKES 1.5'to 2' IN GROUND. G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPUCABLE CODES DRIVE STAKES FLUSH WITH TOP OF Cd SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL HAY BALES. �,,• SWITCH. LINE CORD-CONNECTED.DIRECT PLUG-IN,AND BATTERY POWERED ALARMS EXISTING EXCEPT AS NOTED 0 ♦tJ ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH ANCHORING DETAIL (� 0 SLEEPING QUARTERS ARE LOCATED. /^ V SITE PLAN 7.SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YOM v J STATE AND THE RESIDENTIAL CODE OF NEW YORK STATE,THE NFPA NATIONAL FIRE STRAW BALE DIKE DETAILS BASED ON 5UPVEY BY ALARM CODE5PLEEO. INGARE993 ALA DONE EACH OORLE EACH SEPARATE SLEEPING NATHAN TAFT CORWIN III, LAND SURVEYOR GENERAL NOTES AREA,IN EACH SPIEEPING AREA,AND ON EACH FLOOR LEVEL S`'"�`N15 DATE APRI L 30, 2009 REV MARCH 1 , 2012 RB OR ISSUE SCALE HA - SCTM NO 1000-32-0 I -08 0RIE'NT 13 SEPTEMBER, 2018 1R - 20 FROM TABLE N 1 102.1.2(F402.1.2)INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT / AREA: G3,332 SF, I .454A. DRAWING NO. a-rAet I 1.RItE ,>01 K mn'LIOR ol �,�, lELM6 w.DM1C VMl KAt2 VAIl V 9LA.R-VM.IE OMN.TALE ZONEfE1Ef1RATW 11fiC R-VALUE R-VAl1C R-VMAE R-VM.1C .RYfN IVAUL R-VMJE 4 0.35 0.55• 1 0.40 1 49 1 20OR 13+5 1 8/13 1 19 1 10/13 1 10,2FT 1 10/13 ISSUES/ REVISIONS CLIMATIC AND GEOGRAPHIC CRITERIA GROUND SNOW LOAD 20 PSF (PER FIG. R301.2(5)RCNY5) WIND SPEED 120 MPH (PER FIG. R301.2(4)RCNY5) SEISMIC DESIGN CATAGORY B (PER SECT. R301.2(2)RCNY5) WINTER DESIGN TEMP i I"F (PER TABLE N 1 101.2) FLOOD ZONE N/A (PER FEMA MAP) FROST LINE DEPTH 3G" WEATHERING PROBABILITY SEVERE (PER FIG. K301.2(3)RCNY5) DE51GN LOAD CALCULATIONS (UNIFORM LIVE LOADS) ROOMS OTHER THAN SLEEPING 40 P51 (PER TABLE 301.5 RCNY5) SLEEPING ROOMS 30 P51 (PER TABLE 301.5 RCNY5) ATTICS WITH LIMITED STORAGE 20 P51 (PER TABLE 301.5 RCNY5) ATTICS WITHOUT STORAGE 10 P51 STAIRS 40 PSI (PER TABLE 301.5 RCNY5) REINFORCED CONCRETE BLOCK FOUNDATION WALL TO MATCH EXISTING NAILING SCHEDULE (PER AF*PA AMERICAN WOOD COUNCIL WFCM FOR ONE AND TWO FAMILY DWELLINGS 1995 513C HIGH WIND EDITION) JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING REINFORCED CONCRETE BLOCK I I I WALL FRAMING FOUNDATION WALL TO MATCH EXISTING I TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT " NEW SLAB TO BE TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd JOIST EA.SIDE 12-O" 8=8 LEVEL WITH EX15TIt G I I STUD TO STUD(FACE-NAILED) 2-1 Gd 24"O.C. HEADER TO HEADER(FACE-NAILED) I Gd I G"O.C.ALONG EDGES _ ____________ TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-1 Gd PER 2x4, 2xG, I I I •° 2x8 RESPECTIVELY I I I I I CUT OPENING IN I BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, r---------------- I I I I " I EXISTING 30 AUGUST, 2018 -- �- END J015T OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT I I I I L———_J A I I FOUNDATION WALL A l A6 I I I VG JUNE, 2018 R FLOO FRAMING p� I i I I 10"dia. 50NOTUBE JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST w/30"x 30"x 1 2"d POURED I I 23 MAY, 2018 BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END I I NEW SLAB TO BE CONCRETE FOOTING MINIMUM I ( EXISTING� BLOCKING TO JOIST(TOE-NAILED) 2-8d 3'-0" BELOW GRADE ON BILCO ENTRY. EACH END i , I LEVEL WITH EXISTING I i � ( I I 03 MAY, 2018 BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK ( I 8" UNDISTURBED SOIL i '5. LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH JOIST i I ( I ( EXISTING CRAWL SPACE 02 FEBRUARY, 2018 J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER JOIST BAND JOIST TO JOIST(END-NAILED) 3-1 Gd PER J015T I I J- 1 4" 4' 4" 18 JANUARY, 2018 BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-I Gd PER FOOT I G NOVEMBER, 2017 CEILING SHEATHING I I GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD I 1 2'-2' 1 G AUGUST, 2017 WALL SHEATHING 4'-0° I G NOVEMBER, 201 G STRUCURAL PANEL gp (TABLE 3.9) L———J U FIBERBOARD PANELS O 7/1 G" GD 3"EDGE/G"FIELD CUT OPENING IN JULY 01 , 2014 25/32' 8D 3"EDGE/G"FIELD "0 EXISTING rs 7"GYPSUM WALLBOARD 5d cooleEDGE/ 10"FIELD 1 On dia. x 1 2 BEd POU FOUNDATION WALL EXISTING CRAWL SPACE U MAY 15, 2012 w/30"x 3 30 x D EX15TING OPENING I co HARDBOARD 8d (TABLE 3.9) x x PAKTICALBOARD PANELS 8d (TABLE 3.9) CONCRETE FOOTING MI UM N ;N DIAGONAL BOARD SHEATHING 3'-0" BELOW GRADE ON c9 EXISTING OPENING. I"XG"OR I N8" 2-8d PER SUPPORT UNDISTURBED SOIL Z i IN I O"OR WIDER 3-8d PER SUPPORT N z THESE PLANS ARE AN INSTRUMENT OF SERVICE FLOOR SHEATHING I N AND ARE THE PROPERTY OF THE ARCHITECT. STRUCURAL PANELS EXISTING (3) 2x8 GIRDER u� INFRINGEMENTS WILL BE PROSECUTED I"OR LE55 Sd G"EDGE/ 12"FIELD r——— • • — • • — • • — • • — • • — • • • • • • — • • — • • — - • — • • — • . . — . . — . . — . . —�_ . . — . . — . . — . . �._ . . — . . — . . — . . EXISTING 8"x I G" m ©20 18 ALL RIGHTS RESERVED GREATER THAN I" I Od G"EDGE/G"FIELD I I CONC.BLOCK PIERS. u DIAGONAL BOARD SHEATHING I I NO OR 1'SKV' 2-8d PER SUPPORT REINFORCE EXISTING 1 EXISTING 8"x I G' I"x 10"OR WIDER 3-8d PER SUPPORT I 1 — ' ' — — R • — . - — . • — • ' BEAM POCKET. CONC.BLOCK PIERS. 1 U I O 1011 dia. SONOTUB w/30"x 30"x 12" POURED EXISTING CRAWL SPACE c Robert 1 . Brown CONCRETEFO0TINRAD INIMUM Architect P.C. RIDGE 3'-0" BELOW GRADE N I UNDISTURBED SOIL z RIDGE TENSION SLRAP s I/2.5PACING ALLOW"DOI.DQ']NN INSTALLATION II , /- �py 6 205 Day Ave. Greenport NY — • U fNDWALL i' wNNE"C ED TO Info@rlbrownarchltect.com 1 � II,'%— TRANSFER SLIEAR r —, RIDGE BOARD/ Y `'(2)16dCAMMON I I I G31 -477-9752 N"� I Q I EXISTING C WL SPACE ' ---- - -- - a� 4( J015i lIANGER. PER WFCM SBC TAEIE 2., ,"' ' L-- J IT IS A VIOLATION OF THE LAW FOR ANY PERSON, WooD PROVIDING 6EA.Bp OW"NA 5 UNLESS ACTING UNDER THE DIRECTION OF A )" IN I—H END OF I-IH'20 GPGE STRAPS CORNER CROSS SECTION FOR120MPNFASTEST—DSPEED. END VIEW HOLDDOWN I LICFN5ED ARCHITECT, TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED A5 NEEDED I/2'-I'd - ALTERATION MUST BE NOTED, SEALED, AND DE5CRIBED IN ACCORDANCE WITH THE LAW. ED glee io PROVIDE B+&I COMMON NAILS 20 GE 5TA FOR IATE"AL/5.QNUNDECIH'+ AT RAFTER WALL OONNECTION(TAENE 3.3D)WFCM-1 3 TOR 120 MPH FASTEST WIND SPEED. I NEy N I� i J I -- J CLIENT/OWNER FU OR 10" dia. 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ANY AUTHORIZED EXISTING WINDOWS TO REMAIN EXISTING WINDOW 1 2"SQUARE SHINGLE CLAD ATO REMAIN EXISTING DOOR EXISTING DOOR TO REMAIN ALTERATION MUST BE NOTED, SEALED, AND CORNER POSTS NEW HOSE BIBB TO REMAIN TO REMAIN I DESCRIBED IN ACCORDANCE WITH THE LAW. c� EXISTING MASTER BEDROOM - WAIl ��RED Apol F I f�ST F LOOK P LA N N � I \ EXISTING DOOR � WOOD DECK TO REMAIN SCALE: 1/4"=1'-0' EXISTING DEN N TO BE REBUILT AS SHOWN EXISTING EXCEPT AS NOTED REMOVE EXISTING CEILI G I airy ,r EXISTING WINDOWS EXISTING WINDOWS TO REMAIN JOISTS FOR NEW TO REMAIN NE��K .LOR, CATHEDRAL CEILING I EXISTING WINDOWS � :: rJ TO REMAIN 20'-1" 3'-6 1/2" G'-6" G'-G' 3'-6 1/2" 8,-O„ 7 8" 7 8' -1 NEW HOSE BIBB EXISTING WALLS ® CLIENT/OWNER EXISTING WINDOWS 8-2" POPOSED WALLS TO REMAIN I6'-4" ISLE OF CEDARS EQ EQ EXISTING WINDOWS PETERS NECK ROAD TO REMAIN 24'-6" ORIENT, NEW YORK PROJECT TITLE RENOVATIONS AND ADDITION FI R5T FLOOR PLAN ISSUE SCALE 13 SEPTEMBER, 2018 1/4"=11-0" DRAWING NO. i 155UE5/ REVISIONS 2'-7" 2'-I O' 2'-8" 2'-7" G'-2' 3'-2' 3'-0" 3'-0" 2'-4" I'-3" T I'-3 I I I' I i' I I' 1'-3 1/2" I'-3 1/2" Ii '-3" li '-3" i 1'-2 5/8' I'-2 5/8" 1'-2 5/8' P-2 5/8" 1'-2 5/8" I'-O" I'-I I/8" I'-O" I'-O" I I' I'-O" I'-0" 1 1' I'-0" IIr 1 1/2"I I'-1 1/2"j - _ _ -- - - - - - - - - - - N co N N —' O — N 0 N — =i I — =i = O 2'-5' R.O. = in O - O I N ` -1O — — N N . 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MAXIMUM 30 AUGUST, 2018 25 JUNE, 2018 I 24 1„ 23 MAY, 2018 (2) NEW ANDERSEN 03 MAY, 2018 11'-0 1/2" TW 24310 1 1'-0 1/2" 5-3 I/2" 5'-3 I/2' 4'-G" 02 FEBRUARY, 2018 18 JANUARY, 2018 F I G NOVEMBER, 2017 4'-9" 4'-9" I G AUGUST, 2017 I I m I I G NOVEMBER, 201 G o JULYOi , 2014 23'-2" I 9 6' 4'-G' MAY 15, 2012 ICm - - - - - - - - —, I NI I II I PRO OSED BEDROOM (2) NEW ANDERSEN THESE PLANS ARE AN INSTRUMENT OF SERVICE m I CW 14 AND ARE THE NFRINGEMENTS WILL TY BE E O OSECUTED THE ITECT. ECOND FLOOR EGRESS ©2018 ALL RIGHTS RESERVED I I I NEW i I N N 20G8 1 I I N - - - - - - - - - - - - - - - - N I Robert I . Brown NEW 2GG8 oe �. Architect, P.C. NEW ANDERSEN CW 14 205 Bay Ave. Greenport NY OPEN TO BELOW info@ribrownarchitect.com ~` I G3 1 -477-9752 DOWNIT IS A VIOLATION OF THE LAW FOR ANY PERSON, `t UNLESS ACTING UNDER THE DIRECTION OF A m LICENSED ARCHITECT, TO ALTER ANY ITEM ON N I m THIS DRAWING IN ANYWAY. 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Brown Architect, P.C. 205 Day Ave. Greenport NY info@ribrownarchitect.com G3 1 -477-9752 12 IT 15 A VIOLATION Of THE LAW FOR ANY PERSON, 3.5 12 12 UNLESS ACTING UNDER THE DIRECTION Of A LICENSED ARCHITECT, TO ALTER ANY ITEM ON 10 NI 0 THIS DRAWING IN ANY WAY. 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ISSUES/ REVISIONS 2x 10 RAFTERS @ I G'O.C. CD-X RATED PLYWOOD SHEATHING 2x 10 RAFTERS @ I G"O.C. 7.5"SPRAY-IN CLOSED CELL INSULATION (R-50) CD-X RATED PLYWOOD SHEATHING ROOFING TO MATCH EXISTING SHINGLES 7.5"SPRAY-IN CLOSED CELL INSULATION (R-50) 12 ROOFING TO MATCH EXISTING SHINGLES 3.5 CI ,4- 44'2xG CEILING JOISTS r -}T i 12 T 1 2 ' �I O -i' -r �10 (3) 2x8 HEADER +$ A' . tyt I " I p 3xG COLLAR TIES @ 48"O.C. A- R-12 BATT INSULATION PR POSED BEDROOM OVER EXPOSED AREA 2xG CEILING JOISTS @ I G"O.C. 117/6"TJI 5GO FLOOR JOISTS @ I G"O.C. L(2) 13/4 x 1 17/a" ------- -- -- ----- --- - -------- -- - --- -- -- -- -- --- --- --- _ - ___ _ - - --- — i 2.OE MICROLLAM LVL - - - --- - - _ T" ' 1 SEE FRAMING PLAN NEW 2xG CONSTRUCTION 2x4 INTERIOR WALLS IEL 2"SPRAY-IN CLOSED CELL INSULATION (R 13) NOISE-CANCEWNG INSULATION -----I --=I L — O - p R-1 2 BATT INSULATION IN BATHROOM WALLS SIDING TO MATCH EXISTING I i NEW 2xG CONSTRUCTION ------- 2"SPRAY-IN CLOSED CELL INSULATION (R-13) 30 AUGUST, 2018 --R 12 BATT-INSULATION— PROPOSED BATH MODIFIED BEDROOM — _ PROPOSED MUDROOM -SIDING TO MATCIi_IXISTING ' 25 JUNE, 2018 i EXISTING JOISTS TO REMAIN MM NEW JOISTS '&ZM 2x 10 FLOOR JOISTS @ I G"O.C. 23 MAY, 2018 R-22 GATT INSULATION IN ALL FLOORS TO MATCH EXISTING -- — — 03 MAY, 2018 i 02 FEBRUARY, 2018 o REINFORCED CONCRETE BLOCK 18 JANUARY, 2018 REINFORCED CONCRETE BLOCK NEW SLAB TO BE FOUNDATION WALL I G NOVEMBER, 2017 FOUNDATION WALL LEVEL WITH EXISTING TO MATCH EXISTING EXISTING CRAWL SPACE TO MATCH EXISTING I G AUGUST, 2017 I G NOVEMBER, 201 G NEW SLAB TO BE LEVEL WITH EXISTING JULY 01, 2014 SETI N A MAY 15, 2012 SCALE: 1/4" = I'-O" EXISTING EXCEPT AS NOTED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED E)2018 ALL RIGHTS RESERVED Robert I . Brown 2x 10 RAFTERS @ I G'O.C. Architect, P.C. CD-X RATED PLYWOOD SHEATHING 2x 10 RAFTERS @ I G'O.C. 7.5"SPRAY-IN CLOSED CELL INSULATION (R 50) CD-X RATED PLYWOOD SHEATHING ROOFING TO MATCH EXISTING SHINGLES 7.5"SPRAY-IN CLOSED CELL INSULATION (R 50) 205 Day Ave. Greenport NY ROOFING TO MATCH EXISTING SHINGLES Info@ribrownarchitec-t.com 12 3.5 C7--- _:_<<t G31 -477-975 2 t',, 12 10 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, t - a x ILIN I L 2 }fit LICENSED ARCHITECT,TONG UNDER LALTER ANY OITEM FON I O $t.: THIS DRAWING IN ANY WAY. ANY AUTHORIZED EXISTING ROOF TO REMAIN ALTERATION MUST BE NOTED, SEALED, AND (3) 2x8 HEADER EXISTING ROOF TO REMAIN REPAIR AND PATCH AS NECESSARY REPAIR AND PATCH AS NECESSARY DESCRIBED IN ACCORDANCE WITH THE LAW. 'tf - _ - a_ ..... _ I:':t r, ..1 '�1 �� ..7. ;-}fit -*j'+t �t 1-j-•+ i-L.I-t- i..T "q-:- -+r �t�-} �+-r f- 3xG COLLAR TIES @ 48'O.C. _ 7.5"SPRAY-IN CLOSED CELL INSULATION (R 50) 7.5'SPRAY-IN CLOSED CELL INSULATION (R-50) N RED AR Fv iq CA OR MAXIMUM AMOUNT IN EXISTING RAFTERS OR MAXIMUM AMOUNT IN EXISTING RAFTERS \��rc T L C�j�T^ (2) 13/4 x 9'/2 2.0E MICROLIAM LVL O i 4k''da z (2) 13/,x 9'/2 2.OE MICROLLAM LVL O 2 s I /4 x W2 2.OE MICROLLAM LVL ' U SEE FRAMING PLAN 1 1 7/W TJI 5GO FLOOR JOISTS @ I G"O.0 0 3�1 j4` XISTING STUD WALL TO REMAIN ` z E �- � EXISTING CEILING JOISTS TO REMAIN w EXISTING CEILING JOISTS TO REMAIN SIDING TO REMAIN NEW STAIR g REPAIR AND PATCH AS NECESSARY d 30 HANDRAIL TO CODE w 2x4 BUILD OUT WALL TO O SUPPORT ABOVE GIRDER CLIENT/OWNER NEW 2xG CONSTRUCTION �O O R 2x4 INTERIO WALLS z 2"SPRAY-IN CLOSED CELL INSULATION (R 13) - O z O p R-1 2 BATT INSULATION NOISE-CANCELLING INSULATION IN WALLS N `p SIDING TO MATCH EXISTING 6, 15LE OF CEDARS PETER'5 NECK ROAD MODIFIED OFFICE MODIFIED LIVING ROOM PROPOSED KITCHEN ORIENT, NEW YORK EXISTING JOISTS TO REMAIN 1 1 Nj EXISTING JOISTS TO REMAIN EXISTING JOISTS TO REMAIN R 22 BATE INSULATION IN ALL FLOORS R-22 BATT INSULATION IN ALL FLOORS R-22 BATT INSULATION IN ALL FLOORS R-22 BATT INSULATION IN ALL FLOORS PROJECT TITLE RENOVATIONS AND ADDITION EXISTING CRAWL SPACE EXISTIN CRAWL SPACE EXISTING CRAWL SPACE SECTIONS SECTION B SCALE: 1/4" = 1'-O" EXISTING EXCEPT AS NOTED ISSUE SCALE 13 SEPTEMBER, 2018 1/4"=1'-0" DRAWING NO. 155UE5 REVISIONS Z 1 I 30 AUGUST, 2018 0 1 25 JUNE, 2018 tu 2xG CEILING JOISTS @ I G"O.C. 1 1 TJI 5GO FLOOR J015T5 I G.O.C. 23 MAY, 2018 0 uj 03 MAY, 2018 cm 02 FEBRUAKY, 2018 LU 18 JANUARY, 2018 �------------i------------ --- I I ----r-- r E.e_ � r J_l—' � 16 NOVEMBER, 2017 1 G AUGUST, 2017 I >r i --- -I-- - ► __ 01D ce I r— — "I ( tu I G NOVEMBER, 201 G JULY 01 , 2014 0 tu—4 6T. MAY 15, 2012 c\j tu 0 THESE PLANS ARE AN INSTRUMENT Of SERVICE 1A AND ARE THE PROPERTY Of THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED >1 0 2018 ALL RIGHTS RESERVED i s j 1 � tu 1 j � 4 ' I ! EXISTING TO REMAIN 1 01, REPLACE AS NECESSARY I v c\j tu 1 iEY15TING TO REMAIN 0 x REPLACE AS NECESSARY cq CLI 1 7/,3*TJI 5GO FLOOR J015T5 @ I G'O.C. L_J -_- ( --! Robert 1 . Brown l Q N Architect, P.C. IT ---------- 205 Bay Ave. Greenport NY info@ribrownarchitect.COM G31 -477-3752 ----------------- 7i ....... IT 15 A UNLE55 ACTING VIOLATION Of THE LAW FOR ANY PERSON, i UNDER THE DIRECTION Of A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED, SEALED, AND DESCRIBED IN ACCORDANCE WITH THE LAW. I I 71a'TJf 5GO FLOOR J015TS @ I G"O.C. 5-D Ap 1 14, CLIENT OWNER ISLE Of CEDARS PETERS NECK ROAD FIRST FLOOR FRAMING PLAN ORIENT, NEW YORK SCALE: 1/4"=1'-O' EXISTING EXCEPT AS NOTED PROJECT TITLE RENOVATIONS AND ADDITION FLOOR FRAMING PLAN ISSUE SCALE 13 SEPTEMBER, 2018 114"=P-0" DRAWING NO. Au ISSUES/REVISIONS I 2x 10 RAFTERS I6"O.C. I 2x 10 RAFTERS @ I G"O.C. I I (2) 2x 10 RAFTERS i END OF SHED DORMER I I I � i ! I E I ! ' 30 AUGUST, 2018 I ! I 2x 10 RAFTERS @ I G'O.C. I I 2x 10 RAFTERS @ I G'O.C. I 25 JUNE, 2018 23 MAY, 2018 m f I`' I 1 1 03 MAY, 2018 La —_ — — — — — — — — — — -- ---- -- --- --- - — -- — — — — — N I 02 FEBRUARY, 2018 I — - CAI I 18 JANUARY, 2018 I G NOVEMBER, 2017 I W I G AUGUST, 2017 ED I ! I W 0 I G NOVEMBER, 201 G JULY 01, 2014 EXISTING ROOF TO REMAIN X I EXISTING ROOF TO REMAIN I n1 I MAY 15, 2012 I � I 2NO RAFTERS @ I G"O.C. 2x 10 RAFTERS @ I G'O.C. i THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. NEW EPDM UBBER ROOFING MEMBRANE I I INFRINGEMENTS WILL BE PROSECUTED OVER PR POSED SCREEN PORCH I O 2018 ALL RIGHTS RESERVED EXISTING CHIMNEY TO REMAIN I ; Lj ! I ! EXISTING ROOF TO REMAIN I EXISTING ROOF TO REMAIN Robert 1 . Brown I , m I I Architect � � , P.C. 2x 10 RAFTERS @ I G"O.C. 2x 10 RAFTERS @ I G"O.C. N I I I CX 205 Day Ave. Greenport NY Info@rlbrownarchltect.com - - - - - - - ---- -- -- - --- -- ---- - - - - I G31 -477-9752 m I I ; I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, I UNLESS ACTING UNDER THE DIRECTION OF A I LICENSED ARCHITECT, TO ALTER ANY ITEM ON ! N THIS DRAWING IN ANY WAY. ANY AUTHORIZED I ALTERATION MUST BE NOTED, SEALED, AND N A DESCRIBED IN ACCORDANCE WITH THE LAW. I I � i 1 (2) 2x 10 RAFTERS ,�'�� D OyT�\ i ( END OF SHED DORMER 1; 2x 10 RAFTERS @ I G"O.C. I 2x 10 RAFTERS @ I G"O.C. 11 �„ ! I ! 2x 10 RAFTERS @ I G'O.C. I 2x 10 RAFTERS @ I G"O.C. i i I '311 Q/ L— -__ ----. -,.-.- -� CLIENT/OWNER ISLE OF CEDARS PETERIS NECK ROAD ORIENT, NEW YORK p PLAN PROJECT TITLE FRA pLA MING I N RENOVATIONS AND SCALE: 1/4"=P-0" ADDITION EXISTING EXCEPT AS NOTED ROOF FRAMING PLAN ISSUE SCALE 13 SEPTEMBER, 2018 1/4"=P-0" DRAWING NO. ISSUES/REVISIONS --- ---I GFI � _1 I �--- -- , GFI EXTERIOR IR i , VENT I- , I R - ---_I tpl\ C- Y� 1 SD VENT +9- \ \' FO I \ L ---- (- $------- - ---- ------ --- ----- -- --- ------ -- - - AC CONDENSER - - 3 GFI ; f � ----i � j � i I 9 9 � L^Y I REFR I WAIL 1I ! DIMMER --� ----�-----___-----J-a__.OVENCABINET / \ I 4- TO LIGHT I $ 44 CO SD \ 1 UPSTAIRS / ----- E:7----- _ S ! AC CONDENSER L / T 1 L / -. DIMI\1ER I DRYER WASHER GFI I i \ _ --- I ! 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INFRINGEMENTS WILL BE PROSECUTED I / R � i Oq {{� FISHEYE FISHEYE F�HEYE 4�' j / \\ I I / R ! i O 2018 ALL RIGHTS RESERVED _ =�= =�'" �� I / � �� I I,I ! 1\ 11 ► � -� � ; �, � --- _I I 1 I ' a ` R { ! Robert 1 . Brown Architect, .C. --- T 205 Bay Ave. Greenport NY EXTERIOR TO info@rlbrownarchltect.com R DOWNSTAIRS _i.j ! G3 1 -477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON i ! I I TH15 DRAWING IN ANYWAY. ANY AUTHORIZED 7R ALTERATION MUST BE NOTED, SEALED, AND \ ! j1 f i/ R, FIRST FLOOR ELECTRICAL PLAN I ! DESCRIBED IN ACCORDANCE WITH THE LAW. \ _- -r y -5 SCALE: I/4"=I'-O" I i ` -F-- �- P v GFI r\ i EXISTING EXCEPT AS NOTED I I -� -� _-. / ..__.\_-J F-D ARCH 1 I 11 \ VENT ! j aj�`. R i i i I I f , 7R L CLIENT/OWNER 15LE OF CEDARS PETER'5 NECK ROAD \ j I ORIENT, NEW YORK ! PROJECT TITLE I it I — RENOVATIONS AND I ADDITION i E I I ELECTRICAL PLANS ISSUE SCALE SECOND FLOOR ELECTRICAL PLAN 13 SEPTEMBER, 2018 I/4"=I'-0" DRAWING NO SCALE: 1/4"=1'-0" ell EXISTING EXCEPT AS NOTEDEl