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HomeMy WebLinkAbout42850-Z guFftlj�o Town of Southold 5/23/2019 o P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40407 Date: 5/23/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1575 Harbor Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-2-1.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/26/2018 pursuant to which Building Permit No. 42850 dated 7/10/2018 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: ONE FAMILY DWELLING WITH FRONT COVERED PORCH,REAR SECOND FLOOR COVERED PORCH, REAR DECK AND UNFINISHED BASEMENT,AS APPLIED FOR The certificate is issued to Hazard,David of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0190 04-08-2019 ELECTRICAL CERTIFICATE NO. 42850 04-02-2019 PLUMBERS CERTIFICATION DATED 05-22-2019 d Hazard Signature sUFEnt TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ` • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42850 Date: 7/10/2018 Permission is hereby granted to: Hazard, David 1465 Harbor Ln Cutchogue, NY 11935 To: construct single-family dwelling as applied for per Trustees Non-Jurisdiction letter, SCHD, ZBA, DEC and Planning approvals. At premises located at: 1575 Harbor Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-2-1.2 Pursuant to application dated 6/26/2018 and approved by the Building Inspector. To expire on 1/9/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,914.40 CO -NEW DWELLING $50.00 Total: $2,964.40 Bu' ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. ' New Construction: ie Old or Pre-existing Building: (check one) Location of Property: /4'een6cr Cce e-cA 40 dq cc -ems House No. Street rfamlet Owner or Owners of Property: 13a-r-•b 14 e-z-z a-— Q/ Suffolk County Tax Map No 1000,Section /01 Block 2 Lot Subdivision �� S f L',o-e e A-- J"R-S Z­a e-�eS Filed Map./-7 /Z 0 Lot: -2- Pei it ZPermit No. Date of Permit. Applicant:96e 1 4-42- � vigil �yczr-� Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ Applicant nature Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 ® 9� �® roger.richertatown.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: David Hazard Address: 1575 Harbor Ln City: Cutchogue St: New York Zip: 11935 Building Permit#. 42850 Section: 103 Block. 2 Lot: 1 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Direct Connection License No: ME-44943 SITE DETAILS Office Use Only Residential X Indoor X Basement X 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 200a Heat oil Duplec Recpt 80 Ceiling Fixtures 19 HID Fixtures Service 3 ph Hot Water oil GFCI Recpt 9 Wall Fixtures 14 Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 61 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches 69 Twist Lock Exit Fixtures 11 TVSS Other Equipment. range hood, 5-paddle fans, 4-bath fans, 25-ARC fault circuit breakers Notes* Inspector Signature: - Date: April 2 2019 81-Cert Electrical Compliance Form.xls 4 { Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUELDING DEPARTMENT TOWN OF SOUTHOLD 3 i a CERTIFICAT.I-ON i Date: r Building Permit No. Owner: 0.1 at j A (Please print) Plumber: ©•r.,��r� ¢.��re,�� _ (Please print) G I certify that the solder used in the water supply system contains less than 2/10 of 1% i lead. (Plum ers Signature) Sworn to before me this(�an (� day of ? 20 VwP jONNIE D.BUNCH fJotaary Public,State of New York Notary Public;) .County No.01BU6185050 - aualified in Suffolk County Imission Expires April 14, Q i i 8 d SOUL ti��a yO� # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ F NDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: zz SLA/30A6'v �t +w►'✓ 4Ane.� DATE q INSPECTOR qA �o��OF SOUTyOIo TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ _ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: vyfl PK 4141 DATE 10111&Zb INSPECTOR o�a0FS0//Ty� * # TOWN OF SOUTHOLD BUILDING DEPT. °�ycourm,N�'' 76''5- 1802 INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLRG. [ OUNDATION 2ND [ ] INSULATION [ FR ING /STRAPPING [ ] FINAL (REPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f�f , �Y 1 �Aj&L- ?VAN\,�Ar4 DATE INSPECTOR g 5o(/lyo� * TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION, 2 � [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 14 DATE INSPECTOR �o�aoe soulyOlo # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: - 3 - ;1 DATE 1 INSPECTOR pF SOUTyO6 # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION FOUNDATION IST ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION ` [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Al ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ��� Com;--�.�►Z� �- �%� DATE INSPECTOR OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o �ycourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL A/,b [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CA NG REMARKS: ( .�S d ';;/1 Uj Ur olt dol Q� o DATE INSPECTOR oe sou # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING FINAL Ab [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1575 Harbor Lane,Southold Test Date 4/4/2019 Building Permit#: 42850&42851 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation: Check if: Floor Area Height Volume ❑Conditioned Basement Basement 0 El Conditioned Crawl Space 1st __ 1508 -�- 13573 V - J❑Sealed Attic- -�------�— - - –^- 2na 1708 15369 *The conditioned floor area of dwelling is calculated in MBR 467 4206 accordance with ANSI Z765,except that conditioned floor Attic 0 area includes areas where the ceiling height is less than 5 Total Volume 33148 CFM @50 pa 1647 Air changes/hr@50 Ila 2.98 ®/Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement - =------------------------ Floor Area 1508 Leakage CFM @ 25pa 57 CFM/100 ft'CFA 3.78 Code Compliance: Pass System-2: 2nd Floor Duct Location Attic -------------------------- Floor Area 1708 Leakage CFM @ 25pa 51 CFM/100 ft2 CFA 2.99 Code Compliance: Pass System-3: Duct Location •------------------------- Floor Area Leakage CFM @ 25pa NIA CFM/100 ft2 CFA N/A 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: �w~ Date: 4/4/2019 Christopher Silvia,Home Energy Solutions _ Load Short Form Job: 1575 Harbor Lane H Q AI E ENERGY Date: 7/23(18 80 t U T i n n{ Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Man Street,Hunhngton,NY 11743 Phone-631-673-0664 Email gdlamay3@msn cam Project Infwmation,, For: 1575 Harbor Lane,Cutchogue, NY 11935 S - grh Inform • Htg Clg Infiltration Outsidedb(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD(°F) 61 11 Fireplaces 1 (Semi-tight) Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 27 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 Cig load Htg AVF Clg AVF (fl?) (Btuh) (Btuh) (cfm) (cfm) AH1_1st Floor 1976 32967 23476 1000 1000 AH2 2nd Floor 1708 28923 20145 1000 1000 I Entire House 3683 61890 43621 2000 2129 Other equip loads 4435 766 Equip.@ 0.91 RSM 40214 Latent cooling 5013 TOTALS 1 3683 1 66326 1 45227 1 2000 1 2129 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ' wrighlsoft- 2018Jul-23150051 CCL ,�.. .�..,_ Rig ht-Sude®Umversal201818.0.16RSU20822 Page 1 +�! .\Wrights It HVACX1575 Harbor Lane_Cutchogue rup Calc=MJB Front Doorfaces W Load Short Form Job: 1575 Harbor Lane H Q M T ENERGY Date: 7/23/1 S «r U T I:N^ AM 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@msn com Project • • For. 1575 Harbor Lane,Cutchogue, NY 11935 Htg clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db('F) 72 75 Construction quality Semi-tight Design TD(°F) 61 11 Fireplaces 1 (Semi-tight) Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 27 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model WGO-5R Cond RAI 630AJ1NA AHRI ref 2101626 Coil RH1T3621HTANJA AHRI ref 8080143 Efficiency 86.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 168000 Btuh Sensible cooling 21000 Btuh Heating output 147000 Btuh Latent cooling 9000 Btuh Temperature rise 134 °F Total cooling 30000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.030 cfm/Btuh Air flow factor 0.043 cfmBtuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) (cfm) 1 st Floor 1508 24800 20936 752 892 Master Suite 467 8167 5573 248 237 AHI_1st Floor 1976 32967 23476 1000 1000 Other equip loads 2344 405 Equip.@ 0.91 RSM 21636 Latent cooling 3266 TOTALS t 1976 I 35312 t 24902 I 1000 I 1000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wright soft- 2018-Jul-23 15 00 51 ,,,M RightSude®Universal 201818.0.16 RSU20822 Paget Acct, .\Wnghtsoft HVAC1,1575 Harbor Lane_Cutchogue nip Calc=MJB Front Doorfaces W Load Short Form, Job: 1575 Harbor Lane H(ilA1E ENERGY Date: 7123/18 f it l U'raCJ%. AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,MY 11743 Phone*631573-0664 Email gdlamay3@msn cam For: 1575 Harbor Lane,Cutchogue, NY 11935 DesignAMormation Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD(°F) 61 11 Fireplaces 1 (Semi-tight) Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 27 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model WGO-5R Cond RA1630AJl NA AHRI ref 2101626 Coil RH1T3621HTANJA AHRI ref 8080143 Efficiency 86.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 168000 Btuh Sensible cooling 21000 Btuh Heating output 147000 Btuh Latent cooling 9000 Btuh Temperature rise 134 OF Total cooling 30000 Btuh Actual air flow 1000 dm Actual air flow 1000 cfm Air flow factor 0.035 dm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 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) MITI) Bath 1 126 1954 655 68 32 Bath 2 130 1836 868 63 43 Bedroom 1 251 5401 3225 187 160 Bedroom 2 252 5576 3506 193 174 Bedroom 3 237 3746 5251 130 261 Loft 516 5854 5142 202 255 WIC 2 100 2300 869 80 43 WIC1 95 2255 629 78 31 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Weigf7tso�t^ 2018-Jul-23150051m., s._,.m, RightSude®Universal201818.016 RSU20822 Page3 ��+! .1Wnghtsoft HVACN575 Harbor Lane_Culchogue rup Calc=MJ8 Front Door faces*W AH2 2nd Floor 1708 28923 20145 1000 1000 Other equip loads 2091 361 Equip.@ 0.91 RSM 18579 Latent cooling 3182 TOTALS I 1708 t 31014 I 21761 I 1000 I 1000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightsoft- 2018Jd-231500.51 Right-Sude®Umversal201818.0.16RSU20822 Page �+� ..\Wnghtsott HVAC11575 Harbor Lane_Cutchogue rup Calc=MJB Front Doorfaces W Load Short Form Job: 1575 Harbor Lane H@NIE ENERGY Date: 7/23/18 SO1-UTill N, 1st Floor By: KatelynMaieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone-631-673-0664 Email:gdlamay @msn corn Project • • For: 1575 Harbor Lane,Cutchogue, NY 11935 DesignInformation Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(OF) 72 75 Construction quality Semi-tight Design TD(°F) 61 11 Fireplaces 1 (Semi-tight) Daily range - L Inside humidity'(%) 30 50 Moisture difference(gr/Ib) 27 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 OF 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 (ftz) (Btuh) (Btuh) (cfm) (cfm) Den 124 2859 2241 87 95 Dining Room 191 2561 1241 78 53 Foyer 315 2798 796 85 34 Kitchen 230 3657 3571 111 152 Laundry 74 967 1110 29 47 Living Room 335 4233 6280 128 268 Pwdr RM 45 1050 453 32 19 Sun Room 195 6674 5244 202 223 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- Wrightsofr 2018-Jul-2315.0051 ..r•s.�«. �,.� , RightSude®Universal 2018 18.0.16 RSU20822 Page AC ..\Wnghtsoft HVAC11575 Harbor Lane Cutchogue nip Calc=MJ8 Front Door faces W 1st Floor 1508 24800 20936 752 892 Other equip loads 0 0 Equip.@ 0.91 RSM 18968 Latent cooling 1589 TOTALS I 1508 I 24800 I 20557 I 752 I 892 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. v nClgh1tt" 2018-Jul-2315 00 51 . 2of RightSude®Uriversal201818.016 RSU20822 Page \Wrightsoft HVAC11575 Harbor Lane_Cutchogue rup Calc=MJB Front Doorfaces•W Load Short Form Job: 1575 Harbor Lane H @ P9 E ENERGY Date: 7/23118 SOLUTION,, Master Suite By: KatelynMaieski Home Energy Solutions Inc. 187 East Man Street,Huntington,NY 11743 Phone 631-673-0664 Email.gdlamay3@msn corn Projeqt,inforMation.1111. For. 1575 Harbor Lane,Cutchogue,NY 11935 ® - • • • Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Semi-tight Design TD(°F) 61 11 Fireplaces 1 (Semi-tight) Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 27 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 (ftz) (Btuh) (Btuh) (cfm) (Ch7n) Master Bath 108 2805 1191 85 51 Master Bedroom 290 5362 4382 163 187 Master WIC 69 0 0 0 0 Master Suite 467 8167 5573 248 237 Other equip loads 0 0 Equip.@ 0.91 RSM 5049 Latent cooling 918 TOTALS 1 467 8167 I 5968 248 237 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrights®ft^ 2018Ju1-2315 00 51 ..a,.�. RightSuite®Universal 201818 0 16 RSU20822 Page 7 e.%wnghtsoft HVAC11575 Harbor Lane_Cutchogue rup Calc=MJ8 Front Door faces:W F Basement 4x10 4x10 10X14 4x10 6x10 4x10 14x14 4x10 6x10 16 x 14 4x10 8x10 8x10 18x14 - I 4x10 4 x 10 Basemen 4 x 10 i 10 x 10 �— — — 16x10 16 x 10 — J4X10 4x10 4x10 4x10 4x10 4x10 4x10 Job#:1575 Harbor Lane Home Energy Solutions Inc. Scale: 1 :95 Performed by Katelyn Maieski for: Page 1 187 East Main Street RightSuite®Universal 2018 1575 Harbor Lane Huntington,NY 11743 g 18.0.16 RSU20822 Cutchogue,NY 11935 Phone:631-673-0664 2018-1u1-23 15:01:56 gdlamay3@msn.com C\1575 Harbor Lane_Cutchogue. Nk- 1st Floor 112 cfm ' A 3 cfm Sun Roorr I ' 0,112 cfm "Master Bedroor 134 cfm. 3 cfm !' Living Roorre . —Dining �` ` &78 cfrrr 9 RoorT Master Baty R449 Master WIC - c fin 134 cf_m 715 cfm Laundry CM Kitchen 115,2 cfm , Foyer - ,iDen. y &85 cfm wdr RM 32 cfm - r - Job#:1575 Harbor Lane Home Energy Solutions Inc. Scale: 1 :95 Performed by Katelyn Maieski for: Page 2 187 East Main Street RightSuite®Universal 2018 1575 Harbor Lane Huntington,NY 11743 18 0.16 RSU20822 Cutchogue,NY 11935 Phone,631-673-0664 2018-Jul-23 15.01:59 gdlamay3@msn com C\1575 Harbor Lane Cutchogue 2nd Floor Bedroom Bedroom 187 cfm 193 Cfm 9" 9„ Bedroom'c 130 cfm 130 101. 3 2 Cfm 7„ 7" 336 cfm 1ox10 5 6x1 63 dm 10x10 Bath 1 16 x 10 5 V16 x 1 Bath 2 68 cfm — — — — — . 10" 8x10 18x12 51, 516 Cfm 16x10 6" k78 Cfm 128 cfm 80 cfm WIC1 WIC 2 128 Cfm Loft Job#:1575 Harbor Lane Home Energy Solutions Inc. Scale: 1 :95 Performed by Katelyn Maieski for: Page 3 187 East Main Street RightSuite®Universal 2018 1575 Harbor Lane Huntington,NY 11743 Cutchogue,NY 11935 18.0.16 RSU20822 Phone 631-673-0664 2018-Jul-23 15:01:59 gdlamay3@msn.com ...0\1575 Harbor Lane_Cutchogue n Manual S Compliance Report Job: 1575 Harbor Lane H@HIE ENERGY Date: 7123/18 c.�r Ul rPr:i AHL 1st Floor By: Katelyn Maleski Home Energy Solutions Inc. 187 East Main street,Huntington.MY 11743 Phone:631-673-0664 Email:gdlamay3Qmsn.com • - • • For: 1575 Harbor Lane,Cutchogue, NY 11935 Coding" Equipment Design Conditions Outdoor design DB: 85.6°F Sensible gain: 23881 Btuh Entering coil DB: 75.6°F Outdoor design WB: 72.1°F Latent gain: 3266 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0°F Total gain: 27147 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1630AJ1NA+RH1T3621HTANJA Actual airflow: 1000 cfm Sensible capacity: 24751 Btuh 1041/o of load Latent capacity: 4064 Btuh 124%of load Total capacity: 28815 Btuh 106%of load SHR: 86% • • pment Design Conditions Outdoor design DB: 10.6°F Heat loss: 35312 Btuh Entering coil DB: 68.7°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler Manufacturer: Weil-McClain Model: WGO-5R Actual airflow: 1000 ch Output capacity: 147000 Btuh 4160/6 of load Meets all requirements of ACCA Manual S. L _Fk wrightsof , 2018Jul-2315 00 51 .• .., RightSude®Universal 201818 016 RSU20822 Page 1 .limghtsoft HVAC11575 Harbor Lane_Cutchogue rup Calc=MJ8 Front Door faces W Manual S Compliance Report Job: 1575 Harbor Lane t t C�1.P1 E ENERGY Date: 7123H 8 'J r u l i u h By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-073-0664 Email.gdlamay3@msn com Projectlihformation For: 1575 Harbor Lane,Cutchogue,NY 11935 • e e • • Design Conditions Outdoor design DB: 85.6°F Sensible gain: 20506 Btuh Entering coil DB: 76.5°F Outdoor design WB: 72.1°F Latent gain: 3182 Btuh Entering coil WB. 63.4°F Indoor design DB: 75.0°F Total gain: 23688 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1630AJ1NA+RH1T3621HTANJA Actual airflow: 1000 cfm Sensible capacity: 25328 Btuh 124%of load Latent capacity: 3973 Btuh 1251/o of load Total capacity: 29301 Btuh 124%of load SHR: 86% -Hematin-g".EquApmefit Design Conditions Outdoor design DB: 10.6'F Heat loss: 31014 Btuh Entering coil DB: 68.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler Manufacturer: Weil-McClain Model: WGO-5R Actual airflow: 1000 cfm Output capacity: 147000 Btuh 474%of load Meets all requirements of ACCA Manual S. t Ad- Wrightson" 2018-Jul-2315-0051 RightSuite®Universal2018 18 016 RSU20822 Paget \Wnghtsoft HVAC11575 Harbor Lane_Cutchogue.rup Calc=MJ8 Front Doorfaces:W Duct System Summary Job: 1575 Harbor Lane H R M E E U E R G Y Date: 7/23118 r U T I O N$ AM 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,W 11743 Phone.631-6734664 Email gdiamay3@msn com • • • For: 1575 Harbor Lane,Cutchogue, NY 11935 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.35 in H2O 0.35 in H2O Supply/return available pressure 0.201/0.149 in H2O 0.201 /0.149 in H2O Lowest friction rate 0.068 in/100ft 0.068 in/100ft Actual air flow 1000 cfm 1000 cfm Total effective length(TEL) 511 ft SUpply Branch betail'Tdble Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (Cfm) FR (in) (in) Mail Ln(ft) Ln(ft) Trunk Den C 2241 87 95 0.106 5.7 10x4 ShMt 38.5 150.0 st10A Dining Room h 2561 78 53 0.106 5.2 10x4 ShMt 43.9 145.0 st8 Foyer h 2798 85 34 0.068 5.9 10x4 ShMt 83.1 210.0 st8A Kitchen c 3571 111 152 0.082 7.1 10x4 ShMt 73.5 170.0 st8 Laundry c 1110 29 47 0.129 4.2 10x4 ShMt 31.0 125.0 stl0 Living Room c 3140 64 134 0.163 5.9 10x4 ShMt 18.1 105.0 stl0 Living Room-A c 3140 64 134 0.181 5.8 10x4 ShMt 6.0 105.0 st9 Master Bath h 2805 85 51 0.169 4.9 10x4 ShMt 28.9 90.0 st5 Master Bedroom c 2191 81 93 0.136 5.3 10x4 ShMt 22.3 125.0 st5A Master Bedroom-A c 2191 81 93 0.205 4.9 10x4 ShMt 13.1 85.0 st5 PwdrRM h 1050 32 19 0.070 4.1 10x4 ShMt 77.3 210.0 st8A Sun Room C 2622 101 112 0.100 6.1 10x4 ShMt 50.2 150.0 st7 Sun Room-A c 2622 101 112 0.109 6.0 10x4 ShMt 39.8 145.0 st7 wrig tsoft' 2018-Jul-23150051 RightSuite®U niv ersal 2018 18 0.16 RSU20822 Page 1 \WngMsoft HVAC11575 Harbor Lane_Cutchogue rup Calc=MJ8 Front Door faces W Su• • ® - •fe Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st10A Peak AVF 87 95 0.106 344 5.7 10 x 4 ShtMetl SO st10 Peak AVF 180 277 0.106 498 8.4 10 x 8 ShtMetl st6 st5 Peak AVF 248 237 0.136 595 7.7 10 x 6 ShtMetl st1 st6 Peak AVF 752 892 0.068 655 14.2 14 x 14 ShtMetl st1 st1 Peak AVF 1000 1129 0.068 726 15.5 14 x 16 ShtMetl st9 Peak AVF 572 615 0.068 633 12.4 14 x 10 ShtMetl st6 st7 Peak AVF 202 223 0.100 536 7.9 10 x 6 ShtMetl st9 st8 Peak AVF 305 258 0.068 550 9.5 10 x 8 ShtMetl st9 st8A Peak AVF 117 53 0.068 420 6.7 10 x 4 ShtMetl st8 st5A Peak AVF 81 93 0.136 336 5.3 10 x 4 ShtMetl st5 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (dm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 0x0 551 715 218.2 0.068 644 13.1 10x 16 ShMt rt3 rb3 0x0 449 414 176.5 0.085 646 10.6 10x 10 ShMt rt1 Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt3 Peak AVF 551 715 0.068 644 13.1 10 x 16 ShtMetl, rt1 rt1 Peak AVF 1000 1129 0.068 645 15.5 14 x 18 ShtMetl wrightsoft- 2018-Jul-23 15 00 51 RightSurte®Universal 201818 0.16 RSU20822 Paget 1Wnghtsoft HVAC\1575 Harbor Lane_Cutchogue rup Calc=MJB Front Doorfaces W Duct System Summary Job: 1575 Harbor Lane H Q A3 E- ENERGY Date: 7/23118 JIi L UT I0tia AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Man Street,Huntington,NY 11743 Phone 631-6734)664 Email gdlamay3@msn com P • • • For. 1575 Harbor Lane,Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.101/0.149 in H2O 0.101 /0.149 in H2O Lowest friction rate 0.071 in/100ft 0.071 in/100ft Actual air flow 1000 cfm 1000 cfm Total effective length(TEL) 351 ft -Supoly Branch DeWl Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath h 1954 68 32 0.081 5.0 0x0 MtFx 34.8 90.0 stl3 Bath 2 h 1836 63 43 0.104 5.0 Ox 0 MtFx 6.8 90.0 stl 1 Bedroom 1 h 5401 187 160 0.071 9.0 Ox 0 MtFx 51.4 90.0 stl3 Bedroom 2 h 5576 193 174 0.087 9.0 Ox 0 MtFx 25.2 90.0 stl 1 Bedroom 3 c 2626 65 130 0.078 7.0 Ox 0 MtFx 28.5 100.0 stl3 Bedroom 3-A c 2626 65 130 0.078 7.0 Ox 0 MtFx 18.9 110.0 st12 Loft c 2571 101 128 0.092 7.0 Ox 0 MtFx 39.3 70.0 st14 Loft-A c 2571 101 128 0.166 7.0 0x0 MtFx 25.6 35.0 st14 WC 2 h 2300 80 43 0.096 6.0 Ox 0 MtFx 15.2 90.0 st11 WIc1 h 2255 78 31 0.077 5.0 Ox 0 MtFx 40.6 90.0 stl 3 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk stl1 Peak AVF 336 260 0.087 604 9.4 10 x 8 ShtMetl st2 SO2 Peak AVF 664 740 0.071 666 13.2 10 x 16 ShtMetl st2 st2 Peak AVF 1000 1000 0.071 750 14.7 12 x 16 ShtMetl stl3 Peak AVF 397 354 0.071 572 10.4 10 x 10 ShtMetl st12 st14 Peak AVF 202 255 0.092 459 8.4 10 x 8 ShtMetl st12 . .1AIPag17l5®f$° 2018-1u1-23 15 00 51 RightSuite@ Universal 2018 18 0 16 RSU20822 Page 3 ��-Wnghtsoft HVAC11575 Harbor Lane_Cutchogue rup Calc=M.18 Front Doorfaces:W Return BMhch Detail: • - Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat[ Trunk rb5 Ox 0 336 260 210.0 0.071 616 10.0 0x 0 MtFx rt5 rb1 0x0 332 224 160.0 0.093 609 10.0 Ox 0 MtFx rt6 rb4 OXO 332 1 516 120.0 0.124 657 12.0 Ox 0 MtFx rt6 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt5 Peak AVF 336 260 0.071 484 9.8 10 x 10 ShtMetl rt2 rt2 Peak AVF 1000 1000 0.071 667 14.7 12 x 18 ShtMetl rt6 Peak AVF 664 740 0.093 666 12.5 10 x 16 ShtMetl rt2 Boldhtalrc values have been manually overridden wrightsoft` 2018-1u1-23 15 00 51 RightSuite®Universal 2018 18 0 16 RSU20822 Page 1Wnghtsoft HVAC11575 Harbor Lane_Cutchogue rup Calc=MJS Front Doorfaces W 1 1 • ' • COMMENTS - - FOUNDATION (l ['`LIQ L:.d • ''' _ �Or !ri 'FOUNDATION ( 1 ' ( / AY Xmival TAO .M ''� ROUGH FRAMING 21 , , � v PLUMBING 'o INSULATION PER N,Y. 4,4 STATE ENERGY CODE t ADDITIONAL C• _-- Lmr4w 'oil ff ate,. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL `-*,�Board of Health SOUTHOLD, NY 11971 sets of Building Plans TEL: (631) 765-1802 —Planning Board approval FAX: (631)__765-9502 � � Sm."ey Southoldtownny.gov PERMIT NO. Check Septic Form \ N.Y.S.D.E.C.- \v Trustees V C.Q.Application Examined- -7 MA PER' Ddb lae mit .Siugk, -Separate D_ JUS 2 6 2010 \�Truss Identification Form �f Storm-Water Assessment Form Contact: � Approved_ 20BLTILDINGDEL'')r. TOt DIS��lIOLDN �: t/�c�r 0 /`fdi tea/ Disapproved a/c CA Phone:_ 44/ Expiration 204:� BuilfNWspector APPLICATION FOR BUILDING PERMIT • Date - � /� - , 20 /9 INSTRUCTIONS a. This application MUST be completely filled in by Typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughoufthe 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, anew,permit shall be required. . APPLICATION IS HEREBY MADE to the,Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and-regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of ap ' ant or name,if a corporation) (Mailing address of ap ican State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. ,A 1. Location of land on which proposed work.will`be,don e ,-,, House Number Street Hamlet County Tax Map No. 1000 Section 1 ,03 Block ;2. Lot ,- Subdivision ,e-_ ,,z 5 f Gr �/� L`'a-s z��S ilea Map No. .r a / ® Lot �. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy tla cg n d b. Intended use and occupancy 3. Nature of work (check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $ lee ( �U to paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling r,`is on each floor If garage, number of cars ' 6. If business, commercial or mixed occupancy, spescippfgg'�y,naturelar�d ea tppt�of each type of use. `tiAW.ky✓.�F�13 der is c 41�.n� ,d 7. Dimensions of existing structures, if any: Front i'bear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front ,) 8 J- Rear S Depth 6y y Height Number of Stories' 9. Size of lot: Front f 7 7 Rear �� / Depth 4,:::, 7 9 0 -2- 10. Z10. Date of Purchase o ? �� Name of Former Owner s n 6 r A o ede► 11. Zone or use district in which premises are situated R — g o ' r - 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES V NO Will excess fill be.removedfrom premises? YES NO 14. Names of Owner of premises i?Ar ,--M7,�� Address/,/&-5' c-,¢.Ahone No.01.3!- 9S- YF 7 y' Name of Architect AddressA-8 Phone No (,.30 - 73q- 5//,'S' Name of Contractor Address!,v�'s�-b-.^zr-,L­Cw-Whone No 6z?l-"115--Y.9 7 9 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.G. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any.point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES ✓ NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF,31 ft I')& that; f �-y 7A/,�+ \A �. � YC�` being duly sworn, deposes and says that;=. the applicant 5 �((NName of individual signing contract)above named, (Ale-i's the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewithILEM A tAaosA Notary Public,State of New York Sworn to iefo me this l Cuali ed in d � - Suffolk County day of 20 Commission Expires April 24,2021 ^ _ Notary P Si ure of Applicant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey South oldTown.No rthFo rk.net PERMIT NO. Check Septic Form . r , N.Y.S.D.E.C. Trustees C.O.Application -7Flood Permit Examined ,20_[� Single&Separate Storm-Water Assessment Form Contact: Approved 1,20 Mail to;iV/C1,&p,F.G A$A4wel-1- oX/D Disapproved a/c J`ajr— CIJ� /y.Y //9T/ Phone: 3A4 6,5dp— Expiration ,20 D [ERCO�� Bui n n or ICATION FOR'BUILDING PERMIT � JUN - 7 2016 Date , 20/A INSTRUCTIONS BUILDING DEPT. a. ThiST�il' 991§9 1%V mpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee,according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The workcovered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and'other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. N AV Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section -Block QZ Lot ® f Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy A'P2_'J'/P, `li1)2L 3. Nature of work (check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work .f'(>` _ fW f'/Q/1,/ (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units N /,# Number of dwelling units on each floor If garage, number of cars 6. If business,'commercial or mixed occupancy, specify nature and extent of each type of use. N1i9 7. Dimensions of existing structures, if any: Front ifsRear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front _. -.Rear, Depth Height Numbe0of St(yries', ;` f 8. Dimensions of entire new construction: Front NIA Rear =._. Depth ; a Height Number of Stories / J 9. Size of lot: Front 2?! :x'/ Rear �9� �Depth _ s' 7;"j'!4'.'74 ( aJ i..1 10. Date of Purchase Name of Former Owner 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 >e' Will excess fill be removed from premises? YES NO 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_X_NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES x NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) L11A1! ,Q. ell C,1Z being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the - ,rte (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 Notary Public Signature of Applicant 1 1V 'chael J.Domino,President o��OF S0(/rTown Hall Annex John'TA.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski �O Telephone(631) 765-1892 Greg Williams �l�`,oU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 22, 2018 David Hazard 1465 Harbor Lane Cutchogue, NY 11935 RE: 1465 HARBOR LANE, CUTCHOGUE SCTM#: 1000-103-2-1 Dear Mr. Hazard: The Southold Town Board of Trustees reviewed your letter dated June 18, 2018 and the site plan prepared by Mark Schwartz &Associates dated April 12, 2017, and determined that the proposed dwelling with waterside deck; new sanitary system, detached garage, driveway, and drywells are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the' Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. 2 4 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, j ichael J. Domino, President Board of Trustees MJD:dd zAM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04555 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: Facility: DAVID HAZARD HAZARD PROPERTY 1465 HARBOR LN 1465 HARBOR LNISCTM# 1000-103-2-1 CUTCHOGUE,NY 11935 CUTCHOGUE,NY 11935 (631) 495-4680 Facility Application Contact: MICHAEL A KIMACK PO BOX 1047 SOUTHOLD,NY 11971-1047 (516) 658-6807 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Cutchogue Facility Principal Reference Point: NYTM-E: 712.561529373726 NYTM-N: 4543.999432486521 •Latitude: 41"01'10.2" Longitude: 72'28'19.0" Project Location: East Creek(Eiigene's Creek) Authorized Activity: Sub-divide a single lot within tidal wetlands adjacent area into two lots; construct a single family dwelling with garage and sanity system on newly created lot(Lot 2);build a new pervious driveway;and All work shall be done in accordance with the plans prepared by Nathan Taft Corwin III, last revised 4/13/17, and Mark Schwartz and Associates,last revised 12/2/17, and stamped NYSDEC approved on 12/18/17. KLL Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4.738-04555/00001 New Permit Effective Date: 12/18/2017 Expiration Date: 12/17/2022 Page 1 of 6 Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-04555 1 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 conditions included as part of this permit. Permit Administrator:MARK CARRARA,Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 Authorized Signature: Date/,2- Distribution List MICHAEL A KIMACK Bureau of Marine Habitat Protection File Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS- NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS.- Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Nathan Taft Corwin III,last revised 4/13/17; and Mark Schwartz and Associates, last revised 12/2/17. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully 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. 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. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ��' Facility DEC ID 1-4738-04555 4. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 100 linear feet from the tidal wetland boundary. 5. 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. 6. Install,Maintain Erosion Controls Necessary erosion control measures,i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 7. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established on the newly created lot,Lot 2,as depicted on the plans prepared by Nathan Taft Corwin III,last revised April 13, 2017. There shall be no disturbance to the natural vegetation or topography within an area extending [blankl] linear feet landward of the tidal-wetland boundary. 8. One Residence Per Lot This permit does not authorize more than one residence per lot. Authorized construction of the proposed single family dwelling is contingent upon the subdivision of the existing lot. 9. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 10. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 11. Tidal Wetland Covenant The-permittee shall incorporate the attached Covenant(or similar Department-approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record,along with the number assigned to this permit,shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @ Stony Brook�50 Circle Rd Stony Brook,-NY11790 -3409 Attn: Compliance 12. No Easement for Structures This permit does not authorize the granting of easements for the construction of water access structures, mooring facilities, or other structures. 13. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction 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. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Raw Facility DEC ID 1-4738-04555 14. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.)immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or-hay-mulch or jute matting until weather conditions favor germination. 15. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 16. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized,or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people'of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to-the State, and if,upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the.State of New York on account of any such removal or alteration. 17. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments,fuels, solvents, lubricants, epoxy coatings,paints, concrete,leachate or any other environmentally deleterious materials associated with the project. 18. 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 work suspended pursuant to ECL 71- 0301 and SAPA 401(3). Page 4 of 6 AM v NEW YORK STATE DEPARTMENT OF E\VIRONVIENTAL'CONSERVATION Facility DEC ID 1-4738-04555 t ' 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 times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification,suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope'of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with.previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit'condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-04555 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS t Item A: Permittee=Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC")for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to,Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals,lands, easements and rights-of- way that may be required to carry out the activities that are 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. Page 6 of 6 TOWN OF SOUTHOLD FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 18, 2016 TO: Michael A. Kimack (Hazard) BO Pox 1047 Southold,NY 11971 Please take notice that your application dated June 7, 2016: For subdivision at Location of property: 1465 Harbor Lane, Cutcho ue,NNY_ County Tax Map No. 1000 - Section 103 Block 2 Lot 1 Is returned herewith and disapproved on the following grounds: The proposed subdivision of this parcel in the R-80 Zone is not permitted pursuant to Article III, Section 280-14, the Bulk Schedule: Parcel 1 is required to have 175 feet in lot width,however the survey indicates a lot width of 141.93 feet. Also, as per Chapter 240 of the Town Code, Planning Board approval is required. You may now apply to these agencies directly. �t� Signature CC: file, ZBA, Planning Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. :k l BOARD MEMBERS ��®f so Southold Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning �'n �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider COU pJr(,� Southold,NY 11971 http://southoldtown.northfork.net ® SCENE NING BOARD OF APPEALS RECEIVED D TOWN OF SOUTHOLD /% P,? yk DEC ���� el.(631)765-1809•Fax(631)765-9064 � C — 220) BUILDING MEETING DELIBERATIONS AND DETERMINATION S&ithTown Clerk ®WN OF S® B®DD MEETING OF DECEMBER 1,2016 ZBA FILE: 6997 NAME OF APPLICANT: David and Barbara Hazard PROPERTY LOCATION: 1465 Harbor Lane, Cutchogue SCTM# 1000-103-02-01 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated September 6, 2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated November 21, 2016. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available , it is the coordinator's recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP, provided that a 100 ft. non-disturbance buffer is required landward of the wetland, and the installation of an innovative'and alternative sanitary wastewater system be required, both to further Policy 6 of the provisions Chapter 268 of the Southold Town Code. PROPERTY FACTSMESCRIPTION: The subject parcel is 224,260 square feet in an R-80 Zoning District. The parcel fronts Harbor Lane for 295.86 feet,and is waterfront to East Creek (Eugene's Creek) for 396.5 feet, the northern adjoining property line is 789.09 feet and the southern adjoining property line is 614.86 feet. The parcel, consisting of 0.126 acres of wetlands areas improved with a one story frame house as shown on the Survey of Property prepared by Nathan Taft Corwin III, L.S., dated July 27, 2015 and last revised November 11, 2016 to Verify Wetlands Line and Lot Areas. BASIS OF APPLICATION: Request for Variance(s)from Article III, Section 280-14 and the Building Inspector's July 18, 2016, Notice of Disapproval based on an application for a two (2) lot subdivision, at; 1) less than the code required minimum lot width of 175 feet, located at: 1465 Harbor Lane, (Adj. to Eugene's Creek) Cutchogue,NY. SCTM#1000-103-2-1. RELIEF REQUESTED: The applicant proposes to subdivide the subject parcel into two conforming lots having areas of 107,944 sq. ft. (Lot 1) and 116,316 sq. ft. (Lot 2), one of which(Lot#1) is proposed as having a 141.93 c Page 2,December 1,2016 #6997,Hazard SCTM No. 1000-103-2-1 foot lot width where the code requires a minimum lot width of 175 feet thus requiring a variance for insufficient lot width. Note: The proposed lot width of 141.93 feet was calculated by the building department using the Survey of Property indicating the proposed subdivision Iine. The proposed width of 141.93 feet is not shown on the Survey of Property. Further inquiry with the Building Department revealed that Chapter 280, Section 280-4, Definitions, Town Code defines lot width as "the average distance between side lot line, taken at the front yard or setback line and measured at right angles to the side lot lines or along a line parallel to the street." The proposed lot width was determined using the aforementioned definition. ADDITIONAL INFORMATION: The Planning Board submitted a Memorandum dated October 6, 2016 indicting their support for the requested variance along with suggesting three measures to mitigate potential adverse environmental impacts to East Creek: 1) Create a 100' wide non-disturbance buffer landward from the edge of wetlands on proposed Lot#1 and Lot#2; 2) Have only a single common access path to East Creek for proposed Lot#1 and Lot#2; 3)Any new residential structures must have an onsite decentralized wastewater treatment system that, at a minimum, is designed to,reduce total nitrogen in treated effluent to 19 mg/L, and as further regulated by article 19 of the Suffolk County Sanitary Code. The Southold Trustees required a "reflagging" of the tidal wetlands on the subject parcel, which was done and indicated on the revised November 11,2016 Survey of Property. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 3,2016 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed two lot residential subdivision will create two residential building lots that will maintain the residential character of this neighborhood and conform to R-80 Zoning District which requires 80,000 sq,ft. minimum lot sizes. 2. Town Law X267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The subject parcel's (calculated) lot width is 316.93 feet (175 + 141.93) where a 350 foot minimum width is required for the proposed two lot subdivision, therefore requiring a variance for insufficient lot width for one of the proposed lots. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 19%relief from the code. However, only one proposed lot (Lot#1) will require a lot width variance and both of the proposed lots far exceed the lot size in square footage and lot depth requirements of the R-80 Zone district; furthermore they will be amongst the largest lots in this neighborhood. 4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267=b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect'and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Page 3,December 1,2016 #6997,Hazard SCTM No. 1000-103-2-1 6. Town Law V67-b. Grant of requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a two lot subdivision, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Horning, and duly carried, to GRANT the variance as applied for, and shown 6n the Survey of Property prepared by Nathan Taft Corwin III, L.S., dated July 27,2015 and last revised November 11, 2016 to Verify Wetlands Line and Lot Areas. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Create a 100' wide non-disturbance buffer landward from the edge of wetlands on proposed Lot#1 and Lot#2. 2. Maintain only a single common access path to East Creek for proposed Lot#1 and Lot#2. 3. Any new residential structures must have an onsite decentralized wastewater treatment system that, at a minimum, is designed to reduce total nitrogen in treated effluent to 19 mg1L, and as further regulated by Article 19 of the Suffolk County Sanitary Code and consistent with the recommendations set forth by the LWRP Coordinator in his comments of November 21,2016. 4. This variance is subject to approval by the Southold Town Planning Board Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Dantes, Horning, Goehringer. This Resolution was duly adopted(5-0). Leslie Kanes Weisman, Chairperson Approved for filin$6� / x/2016 A s BOARD MEMBERS OF SUS/ Southold Town Hall Leslie Kanes Weisman,Chairperson �� �y® 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes sit Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Homing �o �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider !�couN�,� Southold,NY 11971 - - - - http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 -Fax(631)765-9064 DI 2 2011 FINDINGS,DELIBERATIONS AND DETERMINATION , 12 JAR �� ` MEETING OF JANUARY 5,2017 ' a. ' I1 W.Fown Clark ZWMENO iED JOWSWCOW'Davi-d and Barbara Hazard PROPERTY LOCATION: 1465 Harbor Lane,Cutchogue SCTM# 1000-103-02-01 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. ' SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated September 6, 2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review-of-the-Town-of Southold-Town-Code-and the-Local Waterfront Revitalization Program (LWRP) Policy - - - - Standards. The LWRP Coordinator issued a recommendation dated November 21, 2016. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available , it is the coordinator's recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP, provided that a 100 ft. non-disturbance buffer is required landward of the wetland, and the installation of an innovative and alternative sanitary wastewater system be required, both to further Policy 6 of the provisions Chapter 268 of the Southold Town Code. PROPERTY FACTS/DESCRIPTION: The subject parcel is 224,260 square feet in an R-80 Zoning District. The parcel fronts Harbor Lane for 295.86 feet and is waterfront to East Creek (Eugene's Creek) for 396.5 feet, the northern adjoining property line is 789.09 feet and the southern adjoining property line is 614.86 feet. The parcel, consisting of 0.126 acres of wetlands areas improved with a one story frame house as shown on the Survey of Property prepared by Nathan Taft Corwin IIl, L.S., dated July 27, 2015 and last revised November 11, 2016 to Verify Wetlands Line and Lot Areas. BASIS OF APPLICATION: Request for Variance(s) from Article 11I, Section 280-14 and the Building Inspector's July 18, 2016, Notice of Disapproval based on an application for a two (2) lot subdivision, at; 1) less than the code required minimum lot width of 175 feet, located at: 1465 Harbor Lane, (Adj. to Eugene's Creek) Cutchogue, NY. SCTM#1000-103-2-1. RELIEF REQUESTED: The applicant proposes to subdivide the subject parcel into two conforming lots having areas of 107,944 sq. ft. (Lot 1) and 116,316 sq. ft. (Lot 2), one of which (Lot #1) is proposed as having a 141.93 foot lot width where the code requires a minimum lot width of 175 feet thus requiring a variance for insufficient lot �4 t Page 2,January 5, 2017 x#6997,Hazard - AMENDED SCTM No. 1000-103-2-1 width.Note: The proposed lot width of 141.93 feet was calculated by the building department using the Survey of Property indicating the proposed subdivision line.The proposed width of 141.93 feet is not shown on the Survey of Property. Further inquiry with the Building Department revealed that Chapter 280, Section 280-4, Definitions, Town-Cede-def-;_nes-lot-width-as—`the-auerage-distance_beiweensidelot line-takenat the front_-yard-oLsetbaQUne and measured at right angles to the-side lot lines-or along a line parallel-to the street."--The proposed-loty- determined using the aforementioned definition. ADDITIONAL INFORMATION: The Planning Board submitted a Memorandum dated October 6, 2016 indicting their support for the requested variance along with suggesting three measures to mitigate potential adverse environmental impacts to East Creek: 1) Create a 100' wide non-disturbance buffer landward from the edge of wetlands on proposed Lot#1 and Lot#2, 2) Have only a single common access path to East Creek for proposed Lot#1 and Lot#2, 3)Any new residential structures must have an onsite decentralized wastewater treatment system that, at a minimum, is designed to reduce total nitrogen in treated effluent to 19 mg/L, and as further regulated by article 19 of the Suffolk County Sanitary Code. The Southold Trustees required a "reflagging" of the tidal wetlands on the subject parcel, which was done and indicated on the revised November 11, 2016 Survey of Property. On December 8, 2016, the Board of Appeals received a letter from Michael A. Kimack, attorney for the applicant, requesting that Condition 1 in this decision be amended to remove the required 100 foot "non- disturbance" buffer from proposed lot 1 which is already developed with a single family dwelling,wood deck and floating dock, and that Condition 2 requiring the maintenance of a single common access path to East Creek for both lots 1 and 2 be removed since it would require the relocation of the applicant's existing dock in cooperation with any future owner of lot 2, which is currently undeveloped. Since the improvements on Lot 1 are located entirely within the 100 foot "non-disturbance" buffer required in Condition 1, and the construction of a dock on Lot 2 in the future would fall within the jurisdiction and protection of the Board of Town Trustees,the Board finds these requests reasonable,and amends this decision accordingly. -- ------ ----- -- - -- - - FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 3;2016 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed two lot residential subdivision will create two residential building lots that will maintain the residential character of this neighborhood and conform to R-80 Zoning District which requires 80,000 sq. ft. minimum lot sizes. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The subject parcel's (calculated) lot width is 316.93 feet (175 + 141.93) where a 350 foot-minimum width is required for the proposed two lot subdivision, therefore requiring a variance for insufficient lot width for one of the proposed lots. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 19%relief from the code. However, only one proposed lot (Lot#1) will require a lot width variance and both of the proposed lots far exceed the lot size in square footage and lot depth requirements of the R-80 Zone district; furthermore they will be amongst the largest lots in this neighborhood. F Page 3, January 5, 2017 #6997, Hazard - AMENDED SCTM No. 1000-103-2-1 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town aw 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. i 6. Town Law §267-b. Grant of requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a two lot subdivision, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD DATED DECEMBER 1. 2016: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Horning, and duly carried,to GRANT the variance as applied for, and shown on the Survey of Property prepared by Nathan Taft Corwin III, L.S., dated July 27, 2015 and last revised November 11,2016 to Verify Wetlands Line and Lot Areas. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Create a 100' wide non-disturbance buffer landward from the edge of wetlands on proposed Lot#1 and Lot#2. 2. Maintain only a single common access path to East Creek for proposed Lot#1 and Lot#2. 3. Any new residential structures must have an onsite decentralized wastewater treatment system that, at a minimum, is designed to reduce total nitrogen in treated effluent to 19 mg/L, and as further regulated by Article 19 of the Suffolk County Sanitary Code and consistent with the condition set forth by the LWRP Coordinator in his comments of November 21,2016. 4. This variance is subject to approval by the Southold Town Planning Board RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Schneider, and duly carried,to AMEND THE CONDITIONS IN THIS DETERMINATION AS FOLLOWS: SUBJECT TO THE FOLLOWING CONDITIONS: 1. Create a 100'wide non-disturbance buffer landward from the edge of wetlands on proposed Lot#2. 2. Any new residential structures must have an onsite decentralized wastewater treatment system that, at a minimum, is designed to reduce total nitrogen in treated effluent to 19 mg/L, and as further regulated by Article 19 of the Suffolk County Sanitary Code and consistent with the condition set forth by the LWRP Coordinator in his comments of November 21,2016. 3. This variance is subject to approval by the Southold Town Planning Board Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. r Page,4,January 5, 2017 #6997,Hazard - AAHND1ED SCTM No. 1000-103-2-1 Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future ---use--setbaGk-or-othsr-eature-of-the-suAWyproperty-that-may-violate --he-ZoningGode,--otker-than--such-uses, -- setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board. Ayes: Members Weisman (Chairperson), Schneider, Goehringer. (Members Horning and Dantes not present) This Resolution was duly adopted (3-0). Leslie Kanes Weisman_,Chairperson Approved for filing� /2017 - - - - 9!- OFFICE LOCATION: MAILING ADDRESS: t Town Hall Annex �®V so P.O.Box 1179 54375 State Route 25 ®� �y; ®�® Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Southold,NY >- Telephone: 631765-1938 www.southoldtowuny.gov COW N PLANNING BOARD OFFICE D [EC[E0'V[E TOWN OF SOUTHOLD D i JUN 2 6 2018 April 10, 2018 SUH DING DEPT. T4WN OF SOUTHOLD Michael Kimack, Esq. P.O. Box 1,047 Southold, NY 11971 Re: Final Plat Approval - Proposed Standard Subdivision for David & Barbara Hazard Located at 1465 Harbor Lane, Cutchogue SCTM#1000-103-2-1 Zoning District: R-80 Dear Mr. Kimack: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, April 9, 2018: WHEREAS, this proposal is for a Standard Subdivision of a 5.14 acre parcel into two lots where Lot 1 = 2.47 acres inclusive of 0.03 acres of wetlands and Lot 2 = 2.67 acres inclusive of 0.08 acres of wetlands_located in the R-80 Zoning District; and WHEREAS, on August 18, 2016 the agent submitted a Sketch Plan Application-along with other material for submission pursuant to Article V Sketch Plat Review; and WHEREAS, on September 12, 2016, the Planning Board found the Sketch Plan incomplete and required the applicant to apply to the Zoning Board of Appeals for relief of the lot width requirements set forth in the Bulk Schedule; and WHEREAS, on January-5, 2017, the Zoning Board of Appeals granted a variance for insufficient lot width under application number 6997 subject to the following conditions (as amended): 1. Create a 100' non-disturbance buffer landward from the edge of wetlands on proposed Lot 2; , Hazard Subdivision Page 12 April 10, 2018 2. Any new residential structures must have an onsite decentralized wastewater treatment system that, at a minimum, is designed to reduce total nitrogen in treated effluent to 19 mg/L, and further regulated by Article 19 of the Suffolk County Sanitary Code and consistent with the conditions set forth by the LWRP Coordinator in his comments of November 21, 2016; 3. This variance is subject to approval by the Southold Town Planning Board; and WHEREAS, on March 13, 2017, the Southold Town Planning Board granted Conditional Sketch Plan upon the application; and WHEREAS, on January 31, 2017, the applicant submitted a Preliminary Plat application; and WHEREAS, at the Work Session on June 26, 2017, the Southold Town Planning Board found the Preliminary Plat application complete; and WHEREAS, on July 10, 2017, the proposed action was classified as an Unlisted Action under SEQRA and the Public Hearing was set for August 14, 2017; and WHEREAS, on July 18, 2017, referrals were sent out to all applicable agencies and SEQRA Lead Agency was coordinated; and WHEREAS, on August 2, 2017, the New York State Department of Environmental Conservation responded to the referral request, and WHEREAS, on August 7, 2017, the Cutchogue Fire District responded to the referral request; and WHEREAS, on August 14, 2017, the Preliminary Plat Public Hearing was held and closed; and WHEREAS, on August 16, 2017, the Suffolk County Planning Commission-found the application to be a matter for local determination; and WHEREAS, on August 22, 2017, the Office of the Town Engineer responded to the referral request; and WHEREAS, on August 24, 2017, the Suffolk County Water Authority responded to the referral request; and WHEREAS, at their Work Session on September 11, 2017, the Southold Town Planning Board found that pursuant to Chapter 240-53 G, the proposed subdivision plat presents a proper case for requiring a park for recreational purposes, however a suitable park Hazard Subdivision Page 13 April 10, 2018 cannot be properly located on such subdivision, and a fee of$7,000 is required in lieu thereof,; and WHEREAS, at their Work Session on September 11, 2017, the Southold Town Planning Board reviewed all referrals from involved and interested agencies and accepted the comments of the New York State Department of Environmental Conservation and the Local Waterfront Revitalization Program; and WHEREAS, on October 17, 2017, the Southold Town Planning Board, as Lead Agency, pursuant to SEQRA made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on October 17, 2017, the Southold Town Planning Board granted Conditional Preliminary Plat Approval upon the application; and WHEREAS, at their Work Session on November 11, 2017, the Southold Town Planning Board found the application did not present a proper case to require a Performance Guarantee, as no road clearing or drainage improvements were proposed, and boundary monuments were installed on the property; and WHEREAS, on January 8, 2018, the applicant submitted a Final Plat application and a request for a waiver of the Final Plat Hearing; and WHEREAS, at their Work Session on January 22, 2018, the Southold Town Planning Board found the Final Plat Application complete, and agreed to waive the Final Plat Hearing; and WHEREAS, on February 5, 2018, the Southold Town Planning Board granted Conditional Final Plat Approval upon the application; and WHEREAS, on March 20, 2018, the applicant submitted copies of the Declaration of Covenants and Restrictions, Liber D00012953 and Page 114, and Driveway Access and Maintenance Easement, Liber D00012953 and Page 113, filed with the Office of the Suffolk County Clerk; and WHEREAS, on March 26; 2018, the Southold Town Planning Board, at their Work Session, reviewed the submitted documents and found that all conditions of the Conditional Final Plat Approval were met and that all requirements of Final Plat pursuant to §240-21 Technical Requirements have been met; be it therefore RESOLVED, that the Southold Town Planning Board grants Final Plat Approval upon the map entitled, "Final Plat for East Creek Estates" dated July 25, 2015 and last revised February 13, 2018, prepared by Nathan Taft Corwin 111, Land Surveyor, and authorizes the Chairman to endorse the map. Hazard Subdivision Page 14 April 10, 2018 Upon endorsement of the Final Plat by the Chairman, the mylars and paper prints must be picked up at this office and the Final Plat filed with the Suffolk County Clerk by the applicant within 62 days of the date of Final Plat Approval, or such approval shall expire. Final Plat Approval shall be determined in accordance with §276 of the New York State Town Law. Final Plat is void if revised after approval. No changes, erasures, modification(s), or revisions shall be made to any Final Plat after it has been approved by the Planning Board, and such approval has been endorsed in writing on the plat, unless the said plat is first re-submitted to the Planning Board and the Planning Board approves any modifications. In the event that any such Final Plat is filed without complying with this requirement, the same shall be considered null and void, and the Planning Board shall institute proceedings to have the Final Plat stricken from the records of the Suffolk County-Clerk. If you have any questions regarding the information contained in this letter, please contact the Planning Board Office at 631-765-1938. r-Respectfully, Donald J. Wilcenski Chairman cc: David Hazard Elizabeth A. Neville, Town Clerk Tax Assessor Building Department Scott A. Russell �� ST(0�)E�I��1 WA\T]E1K SUPERVISORMCA\1�A\G�T ( ! z ]EMUEN`7C' SOUTHOLD TOWN HALL-P.O.Box 1179 Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 '1fy1O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET JUN 2 9 Zola ( TO BE COMPLETED BY THE APPLICANT ) Yes No (CHECK ALL THAT APPLY) t , 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. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. { ❑[jM. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. i ❑((E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ' ❑[3"'F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces_ If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Departm-ent_withyouur Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. �: 1000 Date. Ditrut NAME: 02 u i a fy*� 7 03 2 J eynn Section Block Lot p f ISSna�Njnl / :tt LiILDING DEPARTMENT USE 0-NLY Contact Information FOR B(y�r J ,(d.pl­VuinG Reviewed By: �)"AIAA — — — — — — — — — — — Date: 6— aei —®� Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — /����� �^ �J'fe���9v� w F,/ ❑ Approved for processing Budding Permit- /7/ �yJ SPormwater Management Control Plan Not Required Stormwater Management Control Pian is,Required. (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 J t I i APPLICANT S.C.T.M,#: 1000 0 s' CHAPTER 236 3. (ProperhProfessional Agent,Owner,Design ProfessioAgent,Contractor,Other) — Q /r Lem 2 Stormwater Management control Plan CHECK LIST ``�� Section Block Lot NAME ©ea��� w/�ta/� wQ � S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. .; NM urc YruJ F � - Date: The applicant must provide a Complete Explanation and/or Reason for not providing r se f dlr of d all Information that has been Required by bile following Checklist! TclpLon<�,n,4u I A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Itm, Please Provide Justification Here! show all of the following iterns: YES 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 §236-17(C)(2). Lontact I OS Englinee,hir,;?65-iS.6-0- befope ll.UK Provide Engint 1_5 feltification d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Ckli9e • e, Limits of Clearing & Area of Proposed Land Disturbance. 0 f. Existing & Proposed Contours of the Site (Minimum z'intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. v h Spot Grades & Finish Floor Elevations for all existing & proposed structures. 1. Location of proposed Swimming Pool and discharge ring. A10 „✓e,.,,.,t Po S� j. Location of proposed Soil Stockpile Area(s). IV k. Location of proposed Construction Entrance/Staging Area(s). IN% lilt I. Location of proposed concrete washout area(s). rn. Location of all proposed erosion&sediment control measures. 2. Stormwater ivianagement Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrateEROSIQN on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval, Iterns requiring details shall include but not be limited to: a. Erosion & Sedii7lent Controls. b. Construction Entrance & Site Access. 0 1 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. . infiltration basins,swales,etc.) 1 i)It l,NGiNl.:1.-',R1Nj G IN.".1-WRTMENT USE ONLY ”"' I Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By. - - - - - - - - - - - 1— - - - - - - - - - - Stormwater ManagemeId t Control Plan is Complete. Date: to 1 SMCP has been approvby the Engineering Department. I I FORM * SWCP Check List -TOS MAY 2014 -- gufFQL� BUILDING DEPARTMENT - 111-OffT 1(�(t� �ODDD. TOWN OF SOU Town Hall Annex- 54375 Maid - PO Box 1179 Southold, New York 8 2018 Telephone (631) 765-1802 - FAX (631) 765-9502 roger richert(cr�town.southaW IgNr Dji;pT. TOWN OF 5Oi T TOL D APPLICATION FOR ELECTRICAL INSPECTION ... __ . . .Date: REQUESTED-BY: - -Ut p ►;) X11�l - Company Name: L t9,5C,� Name: 1>NA LnS License No.: r- � email: OC rion Lam. Address: (L- N Phone No.: 31 —006S JOB SITE INFORMATION: (AI[ Information Required) Name: QA UJ 144s" Address: I,r 7 5 I-`as 6o- L. 6 � ¢��� +^� N y /I I '?J— Cross Street: Phone No.: - 3 - �1 S"� y��1D -°--- Bldg.Permif#: APTIONOF email: d�✓� �'�c. �ot Tax Map DistricSection: io 3 Block: 1 L : 7x: BRIEF DESCRIRK (Please Print Clearly) 1,�Ew N}oe�s[✓ Circle r4[[ That Apply: Is job ready for inspection?: ES / NO Rough [n Fina[ Do you need a Temp Certificate?: YES Issued On Temp Information: (AI[information required). Service Size 1 Ph 3 Ph Size: 200 A #Meters Old Meter# 41=Se -Fire Reconnect-Flood Reconnect- Service Reconnected ndergroun -Overhead # Underground Laterals 1 2 H Frame Pole 'tWork done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION--- , Request for Inspection Focm_xls `0 o�off�K�o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 ' Southold, NY 11971-0959 RU LD1NG DEPARTMENT-_--- NOTIdE OF UTILIZATION OF TRQ8S' TYPE�edNSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTioNt 1DI ,VIMBER CONSTRUCTION Date: Loe; gon pf Property: :, Y•totcl�o4 u. Plea40,take notice that o-k feT .LY. y _f 2�.=14:.i•, i'1•-• ..V, •1�-rY <�$ •l .2 New commer.�a !"^ esld�ets4y#ructufie°�+ Rin - ,-"{.�,,. �•}Y, .f,...V'.- , hr • h t. a•Addition to,:• : omt *i or residential st#`} Oro a1J. ;t Y l f tehabili .i'� ' .a SF y n exisfir3 ii�mercial or resli�Et k8tructik to bexonsthjee t� ',r,performed at the su"pject property reference above:01#Al (check annlica6 :- � Tr_U41* Pre ii w+�yt�:�+}}��� ction (PVA -Timber construiWNT '� �'_ ..�r[`. .,7 .. _•t� = ..',', , in the following location(s) (checVapp(icab'le=line): Floor framing, including girders and beams (F) Roof framing (R) Fioor and rooWraming (FR) Signature: ' Name (person submitting this form): Capacity(check applicable line): v"� Owner Owner representative TrussReg15.docx Effective 1/1/2015 PAVEMENT S.F. 0 AREA(.107)X 1.0 0.00 - TOTAL 240.49 i DEPTH FREQUIREE) TOTAL/42.24 5.09 Z '� /FUSE ' O >� U O USE (1) 60 X 0'-0" DEEP DRYWELLS 0,00 (� O Q2 N TOTAL DEPTH 0,00 2 O PROVIDED a 0 TOTAL LOT AREA: 110..310 Sf O (Per Nathan Taft Gorwin III Land Survey) NAVD (1. 88) I � ,�u� DRAINAGE CALCULATIONS AREA 2 IIm ^ AREA (S.F.) AREA(SF) CALCULATION TOTAL G.F. I ` ) TOTAL AREA 2: 81,240 Sq Ft �I BUILDING S.F. 1,532.41 AREA(.107)X 1.0 255.91 ' I I, m �I T TOTAL 255.91 '� N liEDGE OF TOTAL/42.24 Z N O GRAS TOTAL DEPTH REQUIRED 0.00 - I USE (1) 80 X 0' DEEP DRYWELL A II TIE LINE ALONG TOTAL DEPTH r---� HIGH WATER PROVIDED 0.00 O II MARK ^ O Z 8" HIGH �I TRAFFIC F---I BEARING SLAB 0 O O D I _ GRA �`I N 0 ,i ';III=1 �III=III=1 1I =III III=III O � � U ,III WRAP LEACHING RING WITH FILTER 0 FABRIC EL. 2.6 GLEAN GRANU 0 0 0 lg F GRAVEL BACKFILL U co I ALL AROUND BASIN 0 U_ iT A ai � � , FOR FULL DEPTH W0 6' x o f � � IW— co aj LO 8'-0° G.W. U m PROPOSED 8'0 X 6'-0" DEEP STORM DRAIN DETAIL v N APPROVALOF STORMINATER MANAGE2 REQUIRED) COMfROL N -T MENT V Date: �e Code r 6 � T � m ApprOved by. 18' —0 MAX. C. to C. _j w GRADE `�°_ E1 p L MIN. U') FACE &SEDIMENT CON ��, ,e Shall include but not be lirfd d to: � � Awell maintained Construction Entrance, PERSPECTIVE VIEW E D D I N G DETAIL Wire Backed Silt Fencing,stabilization& D INSPECTIONS ARE REQUI E Seeding of exposed and/or inactive soils. Contact TOS Engineering at 765-1560 before jWARD �� ,� 36" MINIMUM 2 x 2 Backfill, OR Provide Engineer's Certifi a fon FENCE POST that the drainage has been installed :ode. 7� 2_: WOVEN WIRE FENCE f^r' G ^fes n (6 x 6 — 10 / 1::: 0 WWF z FILTER CLOTH 2' n EMBED FILTER CLO R BOUND HAY BALES MIN. 6" INTO GROUN r - PLACED ON CONTOUR 4" DRAWN: JM/MS 2 RE—BARS: STEEL PICKETS OR NOTE: CALF:AS NOTED 2" x 2" STAKES 1. ' to 2' IN GROUND. -MAXIMUM DRAINAGE AREA 1013#: DRIVE STAKES FLU, H WITH TOP OF 1/2 ACRE / 100 LINEAR FEET ' DATE:4-12-2017 HAY BALES. SHEET NUMBER: SECTION DETAIL _--ANCHORING DETAIL Q D 1 NORWECO TNT ® ® 500/600 ® ® Y CLEAN SAND COLLAR wB B F GROUND WATER- ------------- HEALTH ATERHEALTH DEPT. STAMP TIDAL WETLAND LINE DELINEATED BY G. JUST OF JMO ENVIRONMENTAL GON5ULTING ON 11/16/2015,r VERIFIED ON 11/11/2016/ v M - L N- 1TSVAC HIOHHEAD &INGU7O1 WMPOOMPOAT FLOOL NIDN WAN RATi OONfROLI r- PUPP�LY M FLFLOAT / DRAINAGE AREA 1 'e°'NO ` DRAINAGE AREA 2 G QpDEDICATE020 AMP CIRCUR BREAXERAT NWNSERNCE PANEL SHOULD NOT BE ENERGIZED \ P UNTILTHEAERATORISINSTALLED AND READYTOBE PIACEDIMOOPERATION ES1-H(XI� CD INSURE THE AERATOR IS OPERATING WHEN THE FACILITY IS OCCUPIED '/ iO1 -`'G_\✓' N// / Q THE LOCAL,LICENSED NORWECO OISTRIBUTORWILL PLACE THE AERATOR INTOSERVICE HAY BALE LOCATION OF PP-OP05ED \ /� 100' SANITARY SYSTEM / ' SAMPLING BOX, � 20' MAl'6✓ITH 5% / r: EL / teA' GRADE 5LOPE NIG IGLEARING \ GCON TROL v? x .OPE AND LAND — - -,-PANLL` — ZBANGE AREA 255vo OF ,// i' j L aZON \ PROPOSED 2-E ID AREA(27,751 SQ FT)� / • f 1`p / SINGLE FAMIL` ORTA POTI '' ��\ WITH 4 BEDRO PROPOSED J F� ' 5ETBAGK LINE i i -_�V r F\N 18 �\ `�\ DECK 50� XPAN510 �-K L ��/ •. OL AREA 80 X 6' DEE + EL 11.0' FOR ROOF R RIVEWAY GONG WA5 \�\rp _ RAINAGE OUT AREA9I �� _ p /RECHARGE \ �-` ---- — — AREA _i - - - Ll FRESH AIR V 120 V 5/P �~ PIPE WITH �-- 8'�X 6' DEE / 20 AMP / /7" FILTER FOR ROOF F \\\ DEDICATED / LOW POINT FOR ROOF A RUNOFF PERVIOUS DRIVE'VAY INTO PERP UITY 6'0 X 5' DEEP DRYWELL )O FOR GARAGE ROOF RUNOFF 22X26X2, =05.5 GF 6'0X5' = 211 GF\ EXIE SOIL STO K / G 0 p �, PILE AR / C���5 r \ NEW NO W F G�UNDERGROUND PROPO5ED\VATE // NO�/' r o 3 34 I �P ELECTRIC' 2' S1rOD �4- 0" E DRAINAGE AR DRAINAGE AREA 2 WOOD DECK /r _ EL. 6.0' MIXED SAND AND LOAM I HEREBY CERTIFY THAT THE WATER 5UPPLY(5)AND/OR BROWN GLAYEY SEWAGE DISPOSAL SYSTEMS) FOR THIS PROJECT EL.1.1' 4.9 SAND SG 0�1�2 WERE DESIGNED BY ME OR UNDER MY DIRECTION. 6 WATER IN BROWN BASED UPON A CAREFUL AND THROUGH STUDY OF THE CLAYEY SAND SG 19- SOIL, SITE AND GROUNDWATER CONDITIONS,ALL LOTS, V _.^S PROPOSED, CONFORM TO THE SUFFOLK COUNTY ?EPARTMENT OF HEALTH SERVIGES CONSTRUCTION WATER IN E-""'"✓N STANDARDS IN EFFEGT AS OF THIS DATE. FINE TO MEI ;I SAND SP DO NOT PROCEED WITH FRAa~SING UNTIL SURVEY 1 OF FOUNDATION_LOCATIr N HAS 6Efl.ApPRQVEQ:: APPROV D AS NOTED Blower door .DATE: I 13.P.4 F16 and ductwork FEE:"D BY: testing required. NOTIFY BUILDING DEPARTAT 765-1802, 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: . � , 1. FOUNDATION - TWO REQUIRED FOR POURED,CONCRETE 2: ROUGH:':FRAMING &,-PLUMBING Must provide Manuals s.:INSULATioN D, J and S as per 4. FINAL CONSTRUCTION MUST BE C-00LETE FOR C.O. ; NYS Energy Code ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. ,NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQU RED AND CONDITIONS OF „PkUMBER,CERTIFICATIUN QNlnEAD CONTENT BEFORE SIUTHIII TOWN ZSA CERTIFICATE-OF OCCUPANC SOtfii0l0 TOWN PLANNING BOARD SOL _ „USED 1N WATER SOUTHOLD TOWN TRUSTEES :S,CPPL`YSYSTEM'CANNOT N.Y.S.DEC EXE „O:OF 9%.;LEAD. WING OCCUPANCY OR -,,J,;<&LWATEM61NG NEED WASTE USE IS UNLAWFUL JUTING BEFORE COVERING WITHOUT CERTIFICATE OF OCCUPANCY TRUSS PLACARDING REQUIRED DRAINAGE INSPECTIONS ARE REQUIRED All exterior lighting Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certificatlon installed,replaced or that the drainage has been installed to Code. repaired shall conform to Chapter 172 of the Town Code ” IT- S I DO P E R T v `�S. • SURVEY O F �1L� 1 CERTIFIED TO:DAVID j SIT UA TE BARBA AAZARD HAZARD TE SAFE HARBOR TITLE AGENCY FIRST AMERICAN TITLE INSURANCE COMPANY C UT C H O G lJ \ FREEDOM MORTGAGE 10`x\ \ N.+1r, TOWN OF SOUTHOLD NOTES: SUFFOLK C0UNTY, NEW YORK 1. CONTOUR LINES AS SCALED FROM TOPOGRAPHICAL MAP OF FIVE EASTERN TOWNS EXISTING CONTOUR LINES ARE SHOWN THUS: -----Xm X------ I \ I I o o - S.C. TAX No. 1000- 103-02-01 2. ZONING USE DISTRICT: R-80 X I\ \\ N N SCALE 1 =40 f� i a 11 I I \\U \\ I +I, TIE UNE ALONG ARK JULY 27, 2 015 \�. 10 o I HIGH NATER » K1 I o. / \ / i S 03 04 22 E DECEMBER 8, 2015 PROPOSED LOTS N�ooASxEv5 C,.\ s65.—_ 54.30' 3 NgY Y 11 s3.o' TOTAL AREA = 224,260 sq. ft. gE _ \ I p 273o REMAINS OF O �.- IW}.� WOD DOCK ° / EF}� I I11 j I -— — —�- 3 ^1 g FLOATING DOCK 5.148 ac. of 0 G �V�N� I ++ 1 'I I \ CHIMN 02 I EDGE OF MARSH GRASS PROPOSED 30' RIGHT OF WAY AREA = 16,000 sq. ft. + BUILDING ENVELOPE CELLAR ^ NW ~ 3 0.367 QC. \N I I 1\I I\, I \ ENTRANCE _ N WOOD /w �� o S 07.50'13" W 'I i I I \ 4 STEPS/� a3 3 21 .28' WETLANDS AREA = 4,760 sq. ft. \� ; \ j '\ SjONE��� 23.5' / / p . 0.109 ac. \ 'I ,9' 3 S 30 36 26 W / \\ I I + I 1 VIP�f ! .. /.•. WOOD LOT AREA LESS WETLANDS AND = 203,500 sq. ft. I I ; oRNE —1 CONC. WALK STE 16.06 1 �\ / � � ISONE J`. R Imo/ / oW S 3 8'4 555 W PROPOSED 25' RIGHT OF WAY AREA 4.672 ac. \\ \\\\ / \' /� ____— // 3ry�� 10.46 S 18'11 '38" W 0) 3 40.22' Ul TOTAL AREA = 111,768 ft. I %; j % I I i FLAG /I v1 .-- 2.566 act — o�F 1DININE / \ \ PROPOSED 25' RIGHT OF WAY AREA = 12,483 syr. ft. / ____; /' I� �-- — +�j0 I �^G �z p a? _ pl`1S�51D / 0 0.28�-ac. / �v1D N' A• 0� / �_/ WETLANDS AREA =1',305 sq. ft. // �,,i \/, 5• S . p6.� ' � / FLAG �� pSUgA i 0.030 ac. / = e 3 n co AREA LESS WETLANDS AND = 97,980 sq. ft. �,-/ �,.'' '' j / ---- 31 N 61 ! + ys� \� II PROPOSER 25' RIGHT OF WAY AREA 2.249 acs \ ` •�60�' _''I�--------------�/ �p'l // /',/' //'•y / .''� = /__/ /�--�/G�, /- \\\ I FLAG All, _ ' P' ''ir J �� I —— �� 100' FUG f s L?L m I o LS o !30—�4A� /� \\ \\ FLAGa EL�O6E • 2° \� /:/� /%�/' / i— 1 // \\ I m \\ 11 0 All, IIm d d \` ° O3 UTILITY '�. _————•' //' j— /,,/ \/ / POLE 1 I 1 Do 100' I I 111, ° LOT 2 E,� 'j-' /" / TOTAL AREA = 112,491 sq. ft. 0 2.582 ac. wA °9wA�oGvc PROPOSED 25' RIGHT OF WAY AREA = 3,517 sq. ft. / o"Z on's , WETLANDS �+ 0.081 ac. / i" NDS AREA = 3,540 sq. ft. �2'r5 0.081 ac. AREA LESS WETLANDS AND = 105,434 sq. ft. e d // //FNMO PROPOSED 25' RIGHT OF WAY AREA 2.420 ac. p4 G C �N N ° e ..° e \\ // NGE Wb . N fENC — /- •—,� // F0040 FENCE ry2 0'SE !'�PAO�N° NCU5UMAr10 CT,. FLA EDOR0G G MON. ID 5 J PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY°e 1 N \I 032$ 3NOU5E ! 6: TSUCH NAPPROVED NADOPTED USE BYTTHENEWYORKSTA ELAND AND o ME N TITLE ASSOCIATION. - OF '00, u�Wo°of p' O J �� Af 7' �,d©� A� .Sa °. N � LA 1011 7* � HEocE R MjC14A L C CUR `,,' USA .4 N.Y.S. Lic. No. 50467 ° 01 � V'I & •� '�J� UNAUTHORIZED THIS TION SURVEY IS AA VIOLATION OF TO SECTIOION209 OF THE NEW YORK STATE EDUCATLAW. e ° Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND 'Se SEAL OR 'd e �° EMBOSSED SEAL SOHALL INOTDBE CONSIDERED Land Surveyor TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON e �6. IISPREPARED, ANDON HIIS BEHALF TSURVEY TO THE • ° z Successor To: Stanley J. I TITLE COMPANY, GOVERNMENTAL AGENCY AND , L.S. •1.3 LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegngegno L.S. TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys — Subdivisions — Site Plans — Construction Layout RO PHONE (631)727-2090 Fax (631)727-1727 i THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS ��Q Cj YY AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 P1" ANY, NOT SHOWN ARE NOT GUARANTEED. ,Jamesport, New York 11947 Jamesport, New York 11947 35-1563 S SURVEY OF PROPERTY CERTIFIED TO:DAVID HAZARD SI T UA TE BARBARA HAZARD s CL SAFE HARBOR TITLE AGENCY \\ H r \ CU T C H O G U E FIRST AMERICAN TITLE INSURANCE COMPANY \ FREEDOM MORTGAGE 10,E \ �` o TOWN OF SOUTHOLD , o y oil � NOTES: /S�\ \\ \\\ o 6 1. CONTOUR LINES AS SCALED FROM TOPOGRAPHICAL MAP OF FIVE EASTERN TOWNS SUFFOLK COUNTY, NEW YORK EXISTING CONTOUR LINES ARE SHOWN THUS: -----XX------ \ I 04 d tV S.C. TAX N o. 1000- 103-02-01 2. ZONING USE DISTRICT: R-80 x /S I\ \\ N �' 3. FLOOD ZONE INFORMATION TAKEN FROM: \ I I \ Iry SCALE 1 "=40' FLOOD INSURANCE RATE MAP No. 36103CO163 H o \I I I \\ \\CP' I I o Il, �aorlc ZONE AE: BASE FLOOD ELEVATIONS DETERMINED \ MARK U JULY 27 2015 ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD m I I \�� QQ' I HGH WATER WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN p 1 i'' I / ' " DECEMBER 8, 2015 PROPOSED LOTS 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. < , \ I S 03 04 22 E NOVEMBER 11 , 2016 VERIFY WETLANDS LINE & LOT AREAS ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. I \\\ o \ 54.30' 0 WOOD DOCK TOTAL AREA = 224,260 s ft. r� N�ToI�A5x /' _ I �,`�— g \NG i I y s3.o _ n 27 3 �.a a o 06 REMAINS OF 5.148 ac. (J xENgY L' �/ a'\N� ' II \\ i ;I \————_ \__ / 3.8' O\ 3 ofn 1 & FLOATING DOCK Cr PROPOSED 25 RIGHT OF WAY AREA = 15,958 sq. ft. NOV 16 L�16 1 ; ; 1 ; CHIMN '02 N ' EDGE OF MARSH GRASS e. 0.367 ac. O \ 0E ' j 'I \� I; j \ cE _ N wooD /W �� o S 07 50 13 W STEPS ~ a 3 I 21 .28' WETLANDS AREA = 5,488 sq. ft. BY:_ �Q � _ ,--_ \\ \ 20 aN���� 23.5 i :. /3 g , 0.126 ac. // \\ \I j i II \ stoNEDRI'Op"( Wa4 s S 30'36'26" W LOT AREA LESS WETLANDS AND = 202,814 sq. ft. r \ j ; j A: ` w �e� 16.06' ^ t I '.� �R CONC. WALK / \ PROPOSED 25' RIGHT OF WAY AREA 4.655 cc. Bldg Dept copy from ZBA S 38'45'55" W \ �� _ / 1 cr / y ' 10.4 6' Final reviewe ments I `�_ ` \ ZBA ale# � �� \ ----- Date:/Z/ / /(i \\ ��\�� �// / I I / \� / ' /' S 18.1 1 '38" W \N \ 40.22' ZONE ONE x\ X* \ / , 30 > L V 1 —_1 I I i %;/ /°` I UTILRY fj7 TOTAL AREA = 107,944 s ft. I �!� �' �' ` POLE 'FLAG 1 N 2.478 ac ------ / O v) rlJ 0�NSIDIIDINE \ \ PROPOSED 25' RIGHT OF WAY AREA = 15,967 self ft. _----- SAG 2 Ln 0.366/ac. ZONE/X* # O D�UgAN A' \\\ // \_�N WETLANDS AREA=_,1',219 sq. ft. % l � ,i '' - �\ "\\_-_i' --- ---ZONE AE�(EL 6) 5 -- 0.028 ac. i/ i'" \\ FLAG ' ,,11, 04 AREA LESS VjCETLANDS AND = 90,758 sq. fti� '/' _-- \ --- / 00�Ob — I cvI N / PROPOSED-25' RIG.I l r OF WAY AREA 2.084 oc. / � \\. \ l III,PING _ i m ' �I ----------- hrro rol °'` OPG 1 / o— n -SEL FLAG 16 CPAE ZONE 2� I ° I 5 R\GNB O�w �'�� N �`r I� ff BG\gyp\NG 0 ° 0 ° _�_` �i�� _ \ -�. / �— \\ 1 I o 1 111, Ix e J 6�, UTILITY \ POLE \ I I 1 re 00 ?Q' /` --- -- 1 \ o�� LOT 2 100 ,- " TOTAL AREA = 116,316 sq. ft. / \ ° ° �\ •G,Q• �� '��/''-�.-� 2.67D ac. /' -�.- // I I I 9•s.K N ,, �- WETLANDS AREA = 4,269 sq. ft. / 410. ' 0.098 ac. o� 5, AREA LESS WETLANDS AND = 112,047 sq. ft. • d _-_ \ PROPOSED 25' RIGHT OF WAY AREA 2.572 ac. ° \ \ Go G-:.. CO MON C I N Rp FOONC MON CE OF0.65 NrOr, N� S101F gAN' --_� iGE F '0 C. FEN 'N `A' VEnA C1JS \\\ / \\\ /�— -' CORNG ND CONN 0aW C ��.1J5 �O V't P'" ,•\ \ / \ / '/- FOU 0.2 , 7 i' Ln PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED I I N 1 DECK E O BY THE L.I.A.L.S. AND APPROVED AND ADOPTED a I 1 3.25 ME NOBS N FOR SUCH USE &449W YORK STATE LAND d \ ` �- �- 1 FRA O TITLE ASSOCI JP_ tj LA ° 6Q A. 4. N (t� ° n ° nA . H E RO 1J NEL CU uRgNA � �� ICHA NNA C Y�3 • J J JJ w & SUSE1 N.Y.S. Lic. NO. 50467 CP UNAUTHORIZED o .' •.�+ JJ S 7 3.22 5o TO THIS SURVEY IS ALTERATION V OLATION OFTION 'a 'O SECTION 7209 OF THE NEW YORK STATE • °. a npyG2 EDUCATION LAW. Nathan Taft Corwin n0 p 4 e ed ;02 THE COPIES LAND URIVEYOR'S LINKED SEAL OREY MAP NOT RING EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor ° TO BE A VALID TRUE COPY. a: '.a, CERTIFICATIONS INDICATED HEREON SHALL RUN ° l ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In e no L.S. LENDING INSTITUTION LISTED HEREON, AND P 9 9 TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. Title Surveys — Subdivisions — Site Plans — Construction Layout CERTIFICATIONS ARE NOT TRANSFERABLE. Y Y g,0 APHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 i ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 35-156B REVISIONS: 04-06-2017 ALTERNATE INLET REMOVABLE INSPECTION COVER AERATOR MOUNTING CASTING AND CAST-IN-PLACE RECEIVING FLANGE GENERAL NOTES: LOCATI"EALAN COVER WITH FRESH AIR VENT ASSEMBLY 05-10-2017 BIO-KINETIC®SYSTEM LOCKING LUGS CONTROL 12-02-2017 Misc Rev EXTENDED AERATION O SINGULAIR®AERATOR,AS TESTED AND BoxSOLVENT WELD ACCEPTED BY NSF. EC area talcs APPROCHAMBER CONNECTION 12-04-2017 anitarELECTRICAL CABLE TO CONNECT TO 01-15-2018 anita Detail OR SEA ®FALL THROUGH SINGULAIRT PLANT CONTROL BOX IN FLEXIBLE WATER 01-16-2015 Electric Panel FROM INLET INVERT TO OUTLET INVERT HOUSE TIGHT CONDUIT SEAL HOLE AS REQ 03-01-2018 Mise Revisions ------ --------- -� -------j 1 IS FOUR INCHES. INLET INVERT IS CONNECT TO SERVICE PANEL BY r r- I FF EL: LICENSED ELECTRICIAN „ 04-18-2018 dded Dist.Bo 1 I I 111 1 ° 1111 111 III 11III TWELVE INCHES BELOW TANK TOP. tB' 10 0 9'-3" 8'0 8-0 120 VOLT,to SERVICE TO NEW 20amp, 03-14-2018 Added V&E 8-0' 1 III // I 4 a A ®ON DEEPER INSTALLATIONS,PRECAST (10.0'MIN.) LOCATION FOR (8.0'MIN.) NORWECO CONTROL PANEL 1 POLE BREAKER UTILITY 2'9" 111 _- / I 'n r''° RISERS MUST BE USED TO EXTEND 18"AFG ILLUSTRATION ELECTRICAL CABLE TO CONNECT TO I AERATOR MOUNTING CASTING AND FRESH AIR VENT PURPOSE ONLY CONTROL BOX IN FLEXIBLE 212,X12 GRD IN 3/4" �� 1 /�i ��\ j ji ► ---1 610 KINETIC®SYSTEM MOUNTING TO BE GREATER WATER TIGHT CONDUIT SAMPLING PVC CONDUIT INCOMING SERVICE _Q A CASTING TO GRADE. THAN 3'FROM EL: 16.0 SEAL HOLE AS REQ EL: 16.0 BOX EL: 16.0 FINISHED GRADE NORWECO 200a,i�,120/240 VOLTS FINISHED SINGULAIR CIRCUIT A �(( .. 1 O 1 1I�" �� �� SERVICE GRADE WINDOWS NORWECO UNIT BREAKER METER 1\t�� % I\\\ / 1 t ---I - 1 PANEL _ 1 \`_/ \` ®TANK REINFORCED PER ACI STD. 318 05. I 1 - I I __ I CARBON _ 4"DIAMETER I I I t 11 \ i �REMOVABLE COVERS ON RISERS WEIGH FILTER AERATOR CONTROL PANEL INLET LINE I i i 111 �� I 4"DIAMETER D IN EXCESS OF SEVENTY-FIVE POUNDS CLEANOUT _ffi 43 z PANEL i 111 EFFLUENT LINE 1: EACH TO PREVENT UNAUTHORIZED I 1 I I ACCESS. EX GROUND ROD --�� CONTACT THE LOCAL,LICENSED . PVC I ------J L---------------,L----- ® 17E PITCH - BIO-KINETIC®SYSTEM ® INV. 4"dia. PVC _- I _ _ _ NOTE: F MOUNTINCCASTING SINGULAIR DISTRIBUTOR FOR EL ts.o @ 1/4"PITCH INV _ _ II` _ _ i,).BURIED ELECTRICAL POWER PRETREATMENT AND COVER ELECTRICAL REQUIREMENTS. EL 1a.e CONDUITS SHALL BE A MINIMUM CHAMBER " 2t3" ELECTRIC ONE LINE DIAGRAM OF 24 INCHES BELOW GRADE. 2.g 3-7 9'3" GASKETED DISCHARGE 120 VOLT-10-60 Hz-20 AMP SERVICE tNv. 3'CLEAN FINAL CLARIFICATION FLANGE ASSEMBLY EL: 13.4 SAND COLLAR ALTERNATE INLET CHAMBER NOTE;AERATOR,PUMP 2).ALL ELECTRICAL WORK DA C LOCATION ® PLAN VIEW PERFORMED IN ACCORDANCE o WITH NEC. NORWECO FRESH AIR VENT ASSEMBLY SINGULAIR®TANK OUTLET COUPLING 00 TO 4"DIAMETER EFFLUENT LINE SINGULAIR AERATOR OPTIONAL BLUE CRYSTAL ® ® NORWECO TNT 500/600 TOTAL LOT AREA: 110.31�v Sf (SEE NOTE 1) CHLORINATION SYSTEM BIO-KINETIC SYSTEM DISCHARGE DETAIL _- _ _ (Per Nathan Taft Oorwin III Land Survey) NAVD (1.aJ88) AERATOR MOUNTING CASTING S�+ !70LIA CC ;,fsY O.r�p, r F, 3'CLEAN OPTIONAL BIO-NEUTRALIZER i 1` ' T e `d IEA LTE1 ^�� c SAND COLLAR ' FSR.;;IT�C ¢>�T,•;,,, L� SILEACHING POOL LEACHING POOL [Ed UNDERGROUND POWER SUPPLY ENTRANCE DECHLORINATION SYSTEM BIO-KINETIC"SYSTEM MOUNTING 'Y,.. t „A_ • "` _T ,• ., DRAINAGE OALOULATIONS AREA 1 e, (SEE AERATOR MOUNTING AND INSTALLATION Ce C:, fi C`'��°r` rD? bETAIL DRAWING) CASTING AND COVER --- , , 1 ,w ( ) B 8 B S!,'G�;_ Fn,iill`i � _ ` •.Cti_ 6Tt TOTAL LEACHING POOLS: z AREA S.F. AREAS CALCULATION TOTAL G.F. - '' =='' •.0 <-� (2)8'dia.811.DEEP FRESH AIR VENT WITH BIO-KINETIC®SYSTEM I I GROUND WATER EL I.o TOTAL AREA 1: 35,070 Sq Ft Z CARBON FILTER " __-- R3 18 AFG MOUNTING CASTING GROUT OR ® ® OAT' !_"_' __ L' TO BE GREATER THAN 3' SYNTHETIC SEAL ' !t' d•d•.� 1ti�`• �_'. /� /�--/7 -U/ ', BUILDING S.F. 1,440.00 AREA(.107)X 1.0 240.49 Q FROM WINDOWS I I = /`�F?1''0.,EID H I I - -' PAVEMENT S.F. 0.00 AREA(.107)X 1.0 0.00 U y APPROVED SEALANTA � '� \r'; /� BIO-KINETIC SYSTEM LOCKING LUGS =@ FGZ I.f�v OR SEALING DEVICE I I _ LYi r-r TOTAL 240.49 ` ¢ EXFdRE�TF�REr ® I I I I d ----- _ _ IAPB Fr''s0�:`t D} Ca ^^� DEPTH TOTAL/42.24 5.0.9 z SOLVENT WELD 6,_0R 1----- I - "- - t A- F' -.`Ei4 �r,L 1,p„ CONNECTION 11 11 „o „ REQUIRED O A IT . >= # # xx , x NIB ,IM " � O 1-0 0 l.4 1 \\ i�_ % I ® a TO EXISTING HOUSE USE 1 8' X 0'-O" DEEP DRYWELLS 0.00 U �•+ _ CASTING PICK-UP \ 1 I O 3R 1 GROOVE,TYPICAL 1 \\ _T T % 1 ® ® 2 TOTAL DIEPTH 0.00 Z " 2 1 2" 2" 4'6" 4'8" „ (Op° \�--_U_ 601 HEALTH DEPT. STAMP 1 E PROVIDED 5 0 / t, 4 DIAMETER - _ J A``G� 2 Q EFFLUENT LINE O� TIDAL WETLAND LINE / TOTAL LOT AREA: 11ro.31ro Sf r 1'pn `p/ �'��f`- DELINEATED BY G. JU5T OF /�-' 1 (Per Nathan Taft Oorwin III Land Survey) NAVE) (188) p� SINGULAIR®BIO KINETIC 6R �� �`- `� ,�O JMO ENVIRONMENTAL - 1 0 , SYSTEM DISCHARGE '\��� O�-1 GONSULTING ON 11/10/2015 (SEE DETAIL) l.✓ 3" 6 081-_ M = M = p 1000 VERIFIED ON 11A 16/ 11� „y YAC- HIEHWKI BPIGUTAIR® GNIOFF HIGH WATERMARM TIMER GVERRIDE , DRAINAGE OALOULATIONS AREA 2 POWER EFFLUENT AERATOR coxTRa wNr"oL GO- 3J MY PUMP LWT FLOAT FLWT PRETREATMENT CHAMBER BIO-KINETIC®SYSTEM 1 Irn ^ AREA (S.F.) AREA(SF) CALCULATION TOTAL G.F. OUTLET END VIEW I t 1 /�NERALLAOTES, 5'� \ -' / m ADEDICATEDNAMP CIRCUABREAJ(ERATM MR SEWEPANEL SHOULD NOT BEENERGRED DRAINAGE AREA 1/ I TOTAL AREA 2: 81,240 Sq t UNTIL THE AERATOR IS INSTALLED AND READY TO BE PLACED I WO OPERATION DRAINAGE AREA,2 1 - ��LAN ' SUBMERGED TRANSFER PORT CAST-IN-PLACE AERATION FINAL CLARIFICATION CHAMBER NOTE: TOTAL SYSTEM CAPACITY: 1,300 GALLONS m INSURE HEAERATO IS OPERATINGVMENTHEFACILRY 80CCUPIED / �-(� �GJ - / it BUILDING S.F. 1,532.41 AREA(.10�X 1.0 255.91 _TES�T-HOLE-,--,, 5 N . . CHAMBER TRANSFER PORT RATED CAPACITY: 600 GALLONS PER DAY ®THE LOCAL LICENSEONORWECODISTRIBWORWLLPUCETHE AERATOR RROSERVICE \ / LOCATION OF PROPOSED HAY BALE EXTENDED AERATION CHAMBER !��-' BIO-STATIC®SLUDGE RETURN SANITARY SYSTEM 100 ` SECTION A-A / \ 'I "]� TOTAL 255.91 TOTAL/42.24 0 SAMPLING BOX I EDGE OF � � 20' MIN WITH 5% - � _ _ _ _ � MAXGRADE SLOPE -- CELLAR 1/ -_ - -_ONE'��- - - - MARSH TOTAL DEPTH REQUIRED 0.00 W - TNICE �. / \ zpNE���L 6E) 1 II GRASS USE (1)8Yd X 0' DEEP DRYWELL Q 03 � ct CONTROL W: I/ N✓ t i -/' \ - / - - - _PANE`_L` \ - - X0,0 _ ` _ \ I HIGH WATERIE LINE TOTAL PROVIDED DEPTH 0.00 PORTA POT -' � � �• L��T`ION� / ' \ � PROPOSED 2-S'TDRY � ��\ 11 MARK z � � � \v FFF cq 0 \ SINGLE FADROODWELLING \� II 8„ HIGH F--� WITH BE \ TRAFFIC ^ p'� -PROPOSED 1 \ 1 BEARING SLAB O , w O REAR \ \ I GRAD (N 10 50% PANSIO ,-� DECK - - - - - - \t NO. OL AREA WRAP LEACHING I � � �-� as CP / 0� Q \, / ._.�t\t \ ` I 0 1 l i l ,III- RING WITH FILTER O Q /' \ GONG WAS �� 00 t ,_� 810 X 0' DEEP DRYWELL I FABRIC `O \� / �/ ���, \ // kn SETBACK LINE OUT AREA �� ' \N ---�`�� FOR ROOF RUNOFF \ II � I O �. t / f _ p \ I a r-+ FRESH AIR V N \ 100' I ( EL. 0 0 ° lail / DRIVEWAY t / PIPE WITH 8'�l X 0 DEE 120 V S/P 2 0 a p \ t FILTER DRYWEL'C 'S \ 20 AMP \ I I I O 0 O O W o FOR ROOF \ DEDICATED ) I I �- �5 i, J FZ- � / - RUNOFF / \ �� / - Q-2 CLEAN GRANU j N o B PERVIOUS DRIVEWAY INTO PERP UITY / \ /-,- , --�/ I I GRAVEL BACKFILL 0 0 C� � v $ ALL AROUND BASIN 0 0 0 x ^ FOR FULL DEPTH _ W wo r m $ u 20.5 _ t �� � �� N r Stu G �� I W Z w W "t3 X2'1 �� GONG WALL ,�Q� O D Q o0111, EDGE 0 \ \ ` ` \� �10� SOIL STO KJ/ �p��NG y Q -- 38 NO I m oC 04 o V� O pJ� 0 p Q EXIST WELL `` ,,�� �,� �} Q tv 3 .5 PAVEMENT \\ tt 100 PILE AR / �gO / /NEW ` `�v F, PROP05ED WATE / NO - _ - " W F� G�UNDERGROUND 1`-a �v D�13� Gam/ � 01\ �n _ ELECTRIC �'# v,J��-�' PROPOSED 8'Q X 6'-0" DEEP STORM (DRAIN DETAIL (2 REQUIRED) U Sly 24' O" E DRAINAGE AREA 1 p 10.0' 18'-0" MAX. Z� / v5 C. to C. _Of N� / DRAINAGE AREA �� - 0� _- FLOW W -t !r is 1 C o / ' ^ GR E = AD d WOOD O J DECK �r � ��t j � �,1� �. �.:.: .._6„ MIN. cn SLOPE FACE VERTICAL �� N PERSPECTIVE VIEW __EL. 6.0' MIXED SAND AND LOAM BEDDING DETAIL `v A I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR �'' '.� O. _ ` 36" MINIMUM 2 IJ TAX MAP# 100-103-02-01 - � ` 1 � SEWAGE DISPOSAL SY5TEM(S) FOR THIS PROJECT x .. >K BROWN CLAYEY ANGLE FIRST STAKE TOWARD �L' ' U ?;, , ^G FENCE POST - /' AGN Cjv� �1-2 WERE DESIGNED BY ME OR UNDER MY DIRECTION. ' 1 L. 1.1' 4.9 SAND SC PREVIOUSLY LAID BAL SITE DATA EL. / r CP 21.5 V Jl D-��� BASED UPON A CAREFUL AND THROUGH STUDY OF THE w' �� � � �� 0 WATER IN BROWN � �� �� WOVEN WIRE FENCE •� TOTAL AREA 110,310 SQ. FT. �� D '� 5� '�QO SOIL, SITE AND GROUNDWATER CONDITIONS,ALL LOTS, ` ° ,« �' GLAYEY SAND SC FLOW -7 ^ J,,f� (6 x 6 10 10 WWF WETLANDS AREA 4,269 5Q. FT. 13 2 �� AS PROPOSED, CONFORM TO THE SUFFOLK COUNTY r %� n` -C� W�` � ��' `'� -'' FILTER CLOTH �� ��� DEPARTMENT OF HEALTH SERVICES CONSTRUCTION w� STANDARDS IN EFFECT AS OF THIS DATE. f"y ' � '_� ` WATER IN BROWN HOUSE ' FINE TO MEDIUM BASEMENT 2,050 J� SAND SP FIRST FLOOR 1,890 DEG LOT GOVERAGE GALGULATIONS �-,,,�--- . � 'r--L-'-' '' EMBED FILTER CLO RA SECOND FLOOR 1,720 300' TO WETLAND LINE AREA 53,911.33 17.0 END OF BORING ,L �� �. n BOUND HAY BALES MIN. 6" INTO GROUN z PLACED ON CONTOUR � PORTICO 308 HOUSE 2525.35 DRAWN: JM/MS WATER SCALE:AS NOTED COVERED REAR DECK (1st FLOOR) 102 REAR DEGK q-4-9.76 ENCOUNTERED 4.9' 2 RE-BARS: STEEL PICKETS OR NOTE: JOB#: 'V BELOW SURFACE 2 x 2 STAKES 1.5 to 2 IN GROUND. MAXIMUM DRAINAGE AREA COVERED REAR DECK(2nd FLOOR) 98 TEST HOLE DRIVE STAKES FLUSH WITH TOP OF 1/2 ACRE / 100 LINEAR FEET DATE:4-12-2017 PLOT PLAN CELLAR STAIRS 93'60 McDONALD GEOSCIENCE HAY BALES. SHEET NUMBER: TOTAL HOUSE Sq Ft 6,180 1 O�G GARAGE 572.00 BOX 1000, SOUTHOLD, NY 11971 SECTION DETAIL 0 HOUSE FOOTPRINT 2,30 031-705-3077 ANCHORING DETAIL FAR. 5.30% � TOTAL AREA 3640.71 DATED 1 /17/17 SILT FENCE DETAILS �j OF LOT OCCUPANCY STRAW BALE DIKE DETAILS 4 sp.Scale:NTS a PANCY 1.90% " LOT COVERAGE 6.75 � 3 Scale:NT5 /o SURREY OF 25 METES AND BOUNDS METES AND BOUNDS WIDE RIGHT OF WAY ELECTRIC EASEMENT ® N 25.15'00" W 25.20' LOT ® N 71'54'19" E 153.39' � N 02.18,11' E 30.15' OF © R=50.00' =47.47' ® N 17'54'18" E 45.85' MAP Ol' © N 08'11'24" W 73.96' U N 17'30'33" E 112.75' N 29.11'25" W 40.52' EAST CREEK ESTATES © N 67'46'00" E 32.51' ® N 71.54,19„ E 10.19, FILE No. 12120 FILED MAY 16, 2018 © S 17'30'33" W 133.54' S 29.11'25" E 40.21' © R=75.00' =71.20' SITUATE ® S 71'54'19" W 35.41' © S 08.11'24" E 78.13' CUTCHOGUE 0 S 82'51'38" E 15.18' © S 17.54'18" W 46.89' Qj S 07'08'22" W 25.00' 1Z S 02-18-11" W 25.39' o S 73.35'30" w ,0.56, TOWN OF SOUTHOLD ® N 82.51'38" W 68.22' Q S 71'54'19" W 56.20' SUFFOLK COUNTY, NEW YORK 19 1 N 71.54'19" EF 58.64' S.C. TAX No. 1000- 103-02- 1 .2 SCALE 1 "=40' JULY 23, 2018 SEPTEMBER 17, 2018 GARAGE FOUNDATION LOCATION l ` SEPTEMBER 25, 2018 HOUSE FOUNDATION LOCATION TOTAL LOT AREA = 116,316 s ft. 2.670 ac. �77k1 DRIVEWAY RIGHT OF WAY AREA =1 ,042 sq. ft. 0.024 ac. WETLAND AREA = 4,269 sq. ft. 0.098 ac. % 3� LOT AREA LESS WETLANDS = 1 1 1 ,005 sq. ft. & DRIVEWAY RIGHT OF WAY 2.548 ac. , 0 / �' 6DNC M°N• �3Q / N FLAG , CER TIFIED TO: y % 3� \,0� 1 m F„G2 J BARBARA HAZARD O C, SAFE HARBOR TITLE AGENCY 30 / % o i Ci FIRST AMERICAN TITLE INSURANCE COMPANY Nom FLAG A vQ� / No\E d11, io<�� All I I m v 0 I �y 100 Sa �m i O moo, I O FLAG f(<6 yT io M Py NVE\ 5 OPE sQ tt> N1RpNCE \\ °NCRE� F0 I o I N P����O•/� �r s�°��o� G E �' I �, pF vpLP � 167 6 8 i o � rn 0 Z � I� ?,\G 24""�' /�, 24 24" ON, \, . " OAK � 6 0 Zip G I S�ONWP� /- / \ 66� rri 00 1 nrn all, � o 01`T. c 60' A5 ' J CO74 P i 36. OAK 100' , 4 <� �"�°oBB ES°N�5 A'19�� �- _�_ j0 \ \\ ' � NG• M° ply ID � K '- -TLJ \1. 1 ° '-'oPi 5• wP`s5' 'qac 0 \ L2 12' WIDE DRIVEWAY \ RAE Fo�NDptLON �� \4 wp 'ZA21 UI E � � �0 12" OAK \ 5 WIDE °NC _�-'�" \ a wpU_ RIGHT OF WAY \ �o \ LOT 2 '26�< / O V \ 0\3C MONS CON 7' OAK O \ 24. OAK N(3. wPU- I o �J o o' 6N•N. 93 9 INCE ,, RpMGEu�$ = 01F NO `,A O J o \ \ 26° \' ms s' FON M UNK FENCE °e s N Gjjt `� NCU SUMA 4 \ \ 0AW M°" " W vERP' ��</ 0 oaN�:3 35 g0 m N 8' MAPLE LA H°VSE � 6: PREPARED IN ACCORDANCE WITH THE MINIMUM 'L G EDGERNG 32 FRAME O N STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED �i� �n� O7' MAPLE Com' wo DE O W FOR SUCH USE BY THE NEW YORK STATE LAND OJ TITLE ASSOCIATION. OF t4c- Oi 12'OAK \ Cn 0 �1.. . s O14" OAK JJJ Na CUR�RNAN � J��NEDGE CKAEL CUR r I �h�10- r11.Y.S. Lic. No. 50467 5 UNAUTHORIZED ALTERATION OR ADDITION TEST HOLE DATATO THIS SURVEY IS A VIOLATION OF 0 (TEST HOLE DUG BY Mc DONALD GEOSCIENCE ON JANUARY 17, 2017) oy�yo SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Nathan Taft Corwin III EL. 6.0 D, oy TREE LECEITLI: COPIES OF THIS SURVEY MAP NOT BEARING MIXED SAND & LOAM THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor 2' � EXISTING SIGNIFICANT TREES EMBOSSED SEAL SHALL NOT BE CONSIDERED BROWN CLAYEY SAND SC 6' TO REMAIN TO BE A VALID TRUE COPY. EL. 1.1 O EXISTING STREET TREES CERTIFICATIONS INDICATED HEREON SHALL RUN WATER IN ��� ■ TO REMAIN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isoksen, Jr. L.S. BROWN CLAYEY SAND SC TITLE COMPANY, GOVERNMENTAL AGENCY AND 6' LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. g,0 NOTES: T° THE ASSIGNEES OF THE LENDING Title Surveys — Subdivisions — Site Plans — Construction Layout WATER IN TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. ABLE. Y Y BROWN FINE TO MEDIUM SAND SP 3 1. CONTOUR LINES AS SCALED FROM TOPOGRAPHICAL MAP OF FIVE EASTERN TOWNS PHONE (631)727-2090 Fax (631)727-1727 EXISTING CONTOUR LINES ARE SHOWN THUS: 17' P� EXISTING SPOT GRADES ARE SHOWN THUS: THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS 2. ZONING USE DISTRICT: R-80 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 38-193B SURVEY OF METES AND BOUNDS METES AND BOUNDS OT 25 WIDE RIGHT OF WAY �J.l. ® N 25'15'00" W 25.20' ELECTRIC EASEMENT MAP OF ® N 71'54'19" E 153.39' ® N 117.54'18" E 45.85' © R=50.00' =47.47' © N 08.11'24" W 73.96' EAST CREEK ESTATES ® N 17'30'33" E 112.75' Q N 29'11.25" W 40.52' FILE NO. 12120 FILED MAY 16 2018 El N 67'46'00" E 32.51' ® N 71'54'19" E 10.19' SEPTIC SYSTEM TIE MEASUREMENTS ' S 17'30'33" W 133.54' ® S 29.11'25" E 40.21' HousE HOUSE SI T UA TE © R=75.00' =71.20' CORNER Q CORNER[E ® S 71'54'19" W 35.41' © S 08'11'24" E 78.13' C U T C H O G U E I/A OWATS TANK „ C 12.5' 19.5' � S 82'51'38" E 15.18' ® S 17.5418 W 46.80' OVER 1 Q S 02'18'11'• W 25.39' I/A OWATS TANK 15' 21.5' TOWN O F S O U T H O L D o s 07.0$'22" w 25.00' CLOVER 2 ® N 82.51'38" W 68.22 0 I S 73'35'30" W 10.56' I/A OWATS TANK 113' 25' COVER 3 SUFFOLK COUNTY NEW YORK ® S 71.54'119" w 56.20' DISTRIBUTION „ BOX COVER 26' 33' S.C. TAX NO. 1000- 103-02- 1 .2 m N 71'54 19 E 58.64'-] LEACHING POOL 39' 44' COVER 1 SCALE 1 "=40' LEACHING POOL 36' 36' COVER 2 JULY 23, 2018 NOTES: SEPTEMBER 17, 2018 GARAGE FOUNDATION LOCATION 1. ZONING USE DISTRICT: R-80 SEPTEMBER 25, 2018 HOUSE FOUNDATION LOCATION 2. LOT CLEARING AREA = 27,600 sq. ft. or MARCH 18, 2019 FINAL SURVEY 25% OF UPLAND LOT AREA. TOTAL LOT AREA = 116,316 sq. ft. 2.670 ac. DRIVEWAY RIGHT OF WAY AREA =1 ,042 sq. ft. 0.024 ac. WETLAND AREA = 4,269 sq. ft. / 0.098 ac. LOT AREA LESS WETLANDS = 111 ,005 sq. ft. /' g 02: S° & DRIVEWAY RIGHT OF WAY 2.548 ac. / i' ro MON 3 SAG CERTIFIED T0: BARBARA HAZARDC o , / / m FLAG /2 0 SAFE HARBOR TITLE AGENCY ao i / i' FIRST AMER�Ig N TITLE INSURANCE COMPANY CV V� a f SEES ` FLAG J� �c9 JJ I I, i RDw f*1 v1 100' o—so lI o As FLAG }'6 7� to 1 11Gnn 7Z°' t Z z $ M �' �,�, t / • r^o ���11]] \ 'G'VA So 'j�5 Pima t �\ % �� �+ I'm of � � • • G VENC o 1 ry^ 15 9 �' a $g f g7 \ I zo 1 �-' 5, U1 24" wP •: , G pp0 • 9 $� '\ I� ' rr1 °1 Z\G\1j �: za' oAK �GHw2 s� o� \ f S\ONE P,t R �/'.. C • i p001 NO' Al Bo oG'c " cpm W\0` DR\v� /' w/. •.� • � SAND g �c �6 piN' i/s/s. •. .il CID DRIVEWAY LIP \ I V1 o DRAINAGE 11 A'Q`m RECHARGE ae J �3 N fT1 m R\`�WP� AREA 35' OAK EU,. to . O. Dt / qi X59 ®/ 1 rn z w/p? ON • .•' •STD • °� -t. ' m2 �A� , ' •. p EDGE OF CLEARING s,�v $ rgj / J 100' y� 0:LONE �, +' �F. •' � � ,.. .e � h S I Ar '\9 _ _ • s s .• • •. • •..• • ► r ♦ STONE DRIVEWAY .• s ° p O F$ A / c GO. N 1 5 •D ► " . , a p ♦ ,. n D . °o \ G• MO Ipy1 pN D 5. T • .•', ZA 'p�`v \\c E of C�FP�IN I w D•�.' 0 WP S. BI"W)'a WIDE �Pk E� Oz i W15 4 DRIVEWAY / ,� i WP!1 - w ZQ2 G i ',s S'( 12' OAK 25' WIDE \ ;� wws RIGHT OF WAY .•.� •��� \ �� pOI.E I GONG. � z LOT 2 S• ,� 7' DAK � N 1' 0o$N�3.�95wy,3of. l CE -5.C3 A s.\ I �• M � �gN wELL 0oCUSFbAN 6 [J o OGOyn o2� K .6I VEP Es\ o of % 08' MAPLE 1 w 11 Ln '3EZS pME NOSE O N STANDARDSPREPARED IFOR TITLE NCE SURVWITH THE EYS AS ESTABLISHED MAPLE WASER UM UNE FR P BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 13 C' w , m DoE •0 W FOR SUCH USE BY THE NE ,YORK STATE LAND N�wO DJ TITLE ASSOCIATION. ' pF F .`t J�C7 C • i12' OAK '� W / W 0. "'. �Y • 14' OAK Inf w o/F RAN •_ `- " ` � ' N�E Row NEL CU URBAN 16 ..•- sj �,,r'fe:�,;it1 JGRVICES ,O � .,1 0� & n��� 1 z45�{�✓.N.Y.S. Lic. No. 50467 t2 n o UNAUTHORIZED ALTERATION OR ADDITION w t~itu 'S F0 2y TO THIS SURVEY IS A VIOLATION OF .� , l".�i 1',\k..i i _ 1,L-J• `iii �. •-� -O'`I\ ; SECTION 7209 OF THE NEW YORK STATE ■ 1 90 o 4; y EDUCATION LAW. Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING • �11 � i3 LUF� �• .- ��y�n THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor ,,...�.��^t 0,.:� t rrac;�°1�•= 6' TO BE A VALID TRUE COPY. �c i ` j U,:S •f it .�r` ,J. CERTIFICATIONS INDICATED HEREON SHALL RUN ,cr '`�' ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: StanleyJ. Isaksen, Jr. L.S. c•• •;;:G:ui)'+•-�' � ,< �\�fr,,7 o TITLE COMPANY, GOVERNMENTAL AGENCY AND JosepA. Ingegno L.S. w• r✓✓ �--= f; LENDING INSTITUTION LISTED HEREON, AND 0 TO THE ASSIGNEES OF THE LENDING INSTI- TiSurveys Ss - Subdivisions - Site Plans - Construction Layout TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. 2✓iiasti; � gei;,�E:w.�i�r.d�: _ _..- -- �Y PHONE (631)727-2090 Fax (631)727-1727 QTHE EXISTENCE OF RIGHTS OF WAY 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 38-1931 REVISIONS: REScheck Software Version 4.6.4 04-06-2017 /�/j 671102 m Permit 017 Misc PerRev et Compliance Certificate Project Hazard Residence Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Orientation: Unspecified Conditioned Floor Area: 0 ft2 Glazing Area 27% 0 0 Climate Zone: 4 (5572 HDD) 40 Permit Date: 0 0 o c 0 0 Permit Number: 0 0 0 0 4c am 0 o 0 0 00 G o G 00 ° o Q0 a ° Construction Site: Owner/Agent: Designer/Contractor: 0 00 ° o 1465 Harbor Lane David Hazard °0°4 0 0 ° 0 00 Cutchogue, NY 0 e 0 0 0 0 0 00 0 . 0 e 4 0 o4 0 0 4 4 0 ° • 0 Q 0 0 0 0 0 4 0 e Q 0 0 0 0 ° 0 0 4 <6o ° o Qo ° 0 Q 00 o 4 - _ o Compliance: 0.2%Better Than Code Maximum UA: 512 Your UA: 511 Maximum SHGC: 0.40 Your SHGC: 0.31 0 4 o Q The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. 40 0 o o It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 0 0 04°$o0 cp Q Q o Envelope Assemblies - \ \ Go 0 4 0 0 • - -- --- - -- 00 `Qo \ OF \\O o �•4 ;/\' \`/ Ceiling 1: Flat Ceiling or Scissor Truss 2,027 310.0 0.0 0.035 71 Q V Q / + \, j , , QO • ° - -- -- --- - - - -- Wall 1:Wood Frame,16" o.c. 593 1'9.0 0.0 0.060 33 H ° - --- -- - - - - - - -- -- -- O Orientation: Front U - - - - - . 0 0 r \ Window 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 51 0.320 16 { o SHGC: 0.34 Q U \/ a }/\ \ °i/ ;y/\\ Orientation: Front 10% " / ,,ca Wall 2:Wood Frame,16"D.C. r l o .o /\\ `"\.;.y�'>.I a'`�/� i� t�?� 804 159.0 0.0 0.060 44 �-+ .. V Q a .a _ �� , _ Orientation: Right side .IN ciEyo eo / l` Window 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 65 0.320 21 Y moi\ / ;'` \ /_ Lu- ILI -- - °• /yl\ \yP .. � '. ,. SHGC:0.34 ° \I /1 c y .�,;t" y Orientation: Right side Wall 3:Wood Frame,16"o.c. 491 19.0 0.0 0.060 2 Z �K r0 \ Orientation: Back �+ W - Window 4:Vinyl/Fiberglass Frame:Double Pane with Low-E 304 0.320 97 /\' ;' 11"x x;� SHGC: 0.34 N V, �\�= Orientation: Back i` Door 1: Glass 156 0.340 53 SHGC:0.21 L �'_ , Orientation: Back t a / Wall Frame,16"D.C. 739 19.0 0.0 0.060 36 4.Wood I �K. f�•, � r \ --- -- \//' /,✓� l ,/ \k Orientation: Left side Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 131 0.320 42 SHGC: 0.34 I I I Orientation: Left sideEz Floor 1:All Wood Joist/Truss:Over Unconditioned Space 1,996 159.0 0.0 0.047 94 � / �,�, ;t, .� � � '.�' � �1 � i I ' �- � =�`�` �'; {kir 'y'�=� \ `�� 4-•I F-i \ L i\ Floor 2:All-Wood joist/Truss:Over Outside Air 36 19.0 0.0 0.047 2 CZ �4 IN Jiff�L i Q 1 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other N I I P p P 9 9 SIP P W .� calculations submitted with the permit application.The proposed building has been designed to meet:the 2015 IECC requirements in C) 1 11 REScheck Version 4.6.4 and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. M n F--'i 6 I � ❑ G, 4 � �f t^ 7,t�uoy Name Title Signature Date CC3 O O !"0��, ct�.��1 0 .- ro � l cv � P Py oun � Q-) a r e1�f�_I_r,or Q'ZA1� GENERAL CONSTRUCTION NOTES: CODE REFERENCES: 1.All work shall conform to the requirements of the New York LIST OF DRAWINGS CODE ANALYSIS � WF_RSY NOTES ASPHALT State Building � all work FOUNDATION SYSTEMS: Shall conform with Code sections and TAbles 8401.4, 5 HALT ROOF SHINGLE NOTES g Gode, k shall also conform to the Tl GENERAL NOTES, CODE REFERENCES, ENERGY CALCULATIONS OCCUPANCY: Residential Single Family Detached 1. Calculations are valid up to 5903 degree days. requirements of any other Godes and authorities having 01.4.1, 8402.2, Rd04.1 AND 8408.1 THRU 4083 0 1. Asphalt roof shingles shall have self-sealing strips or shall be SP1 PROPOSED SITE PLAN r, jurisdiction. The Contractor shall obtain and arrange for all interlocking and shall comply with the requirements of ASTM D-225 ANCHOR BOLT 51ZE AND SPAGING: Refer to 2001 AFPA/WFGM Table 3.2A Al PROPOSED FOUNDATION PLAN N v 5 REFERENCE STANDARDS: 2. Certified conformance for Zone 118. required permits, nspection, certificates and tests. c� >1 o or D-3462 A2 FIRST FLOOR PLAN /DOOR$ WINDOW SCHEDULES / PLUMBING RISER Residential Code of New York State Wood Frame Construction Manual AF PA(2001) 2.All foundations shall rest on undisturbed soil of 1 T.S.F. bearingPROTECTION AGAINST DECAY: Refer to Section 8310 A3 SECOND FLOOR AND ROOF PLANS o v 3.Wood framed floors, walls and ceilings shell have an approved 2.All fasteners for asphalt roof shingles shall be galvanized steel, 44 REAR DECK PLANS, ELEVATION � SECTION rn M o Climate Zone: 11B vapor barrier ermeance rating of 1.0 erm ms�alled on the capacity; contractor shall have the level of acceptable bearing � +� p (p 9 P ) stainless, aluminum, or copper roofing nails. Fasteners shall be PROTECTION AGAINST TERMITES: Refer to Section 8320 A5 ELEVATIONS -1 v Q+ Degree Days: 5750 "warm In winter" side of thermal insulation. strata verified in the field. x o minimum 12 gage shanked with a minimum 3/8" dia. head, and of sufficient Aro ELEVATIONS - 2 w DESIGN LOADS: length to penetrate through the roofing materials and the sheathing. FLOOR SY57EM: Shall comply with Ghoper 5 and AFPA WFCM 2001 Section 3.3. A7 SECTIONS -1 '� v 4.Windows and slidin doors shall have a max. air nflltrotion 3.All concrete work shall conform to requirements and o v \ 9 A8 SECTIONS - 2 Roof: 20 psf ground snow load ratio of 0.3 CF!'-1 per square foot of window area. Swinging recommendations of AGI-318-33 "Specifications for Structural � 0 Basic Wind Speed: 130 mph g p q g g 3. Asphalt roof shingles shall have the mimimum number of fasteners as WALL BRACING SYSTEM: Shall comply with Sections 8602.8, 602.10, A3 NAILING SCHEDULE � NAILING NOTES /CONNECTOR AND TIE-DOWN DETAILS doors shall have a max. air infiltraton rate of 0.5 GFM per Concrete for Buildings" (fc'--3000 psi);All exposed •5 � P required by the manufacturer. 8602.10.10, 8613.2,AND 8613.3 U Uplift: 18.1# slabs, garage slabs, and steps shall be 3500 psi air-entrained. 5 square foot of door area. � U � Dead Loads: 10 psf Reinforcing steel shall conform to ASTM A-615 Grade 60. M 4. For normal applications, asphalt roof shingles shall be secured to the WINDOW ANGHORAGE: Shall comply with Section 86613.5 0` cn Table 8301.4 5. Skylight shafts shall have a minimum insulation value of R-13. roof with no less than four(4)fasteners per strip shingle or two (2) C11 v v 4.All framing members shall be Hem-Fir #1 (Fb =075psi); Minimum Uniformly D 6. Garages -front, sides, doors, interior shall have nax. U=.40[Distributed Live Loads fasteners per individual shingle. provide (2)2x8 header over all wall openings, unless WINDOW MULLIONS: Shall comply with Section R613.6 o W � (in Pounds per Square Fact) .otherwise noted 5.Asphalt strip shingles shall have a minimum of six(6)fasteners per EXTERIOR WALL COVERING: Shall comply with Section 8702.1, 8703.1, 8703.4 Use Live Loads 7.All fireplaces hall be provided with a damper for outside shingle where the eave is 20 feet or higher above grade or where the Refer to Table 8703.4 for weather-resistant Siding Attachment and Minimum combustion air 150-200 GFM. All flues shall have tight seated base wind speed is 120 mph or greater. 5. Micro-lam girders (ML)shall be laminated veneer lumber with Thickness. Refer to Table 8703.5.2 for Wood Shakes or Shingles. Exterior Balconies 60 damper with a max. air leakage of 20 GFM. All fireplaces E=2,000,000 PSI. Fb= 2,800 PSI, as manufactured by Decks 40 shall have tight-fitting non-combustible doors. 7RU5-JOIST MCMILLAN. FOAM SIDING BACKER BOARD: Shall comply with 8314.2.5 cJ') Passenger Vehicle Garages 50 W 8. The Contractor shall submit the design, size and type of 6. Double frame around all openings, under parallel walls and ROOF/GEIUNG CONSTRUCTION: Shall comply with 8801.4 and AFPA/WFGM Attic without storage 10 mechanicals stems which will be used, in sufficient detail, as under bathtubs. Provide Simpson hanger connections at all y 2001 Refer to Rafter Span Tables 8802.5.1(1) and (2). , flush structural load bearing conditions. Attic with storage 20 required by the Building Department. 9 r '� VO Rooms other than sleeping rooms 40ROOF ASSEMBLIES: Shall comply with Section 8002, 8303 and 8304. 9.All thermostas shall be odjustible from 55 degrees to 7.All concrete block shall conform to ASTM GOO; Mortar shall be cn Sleeping Rooms 30 85 degrees Forenheit. type M ROOF SLOPE: Shall comply with Section 8305.2.2 Stairs 40 46 8.All steel work shall conform to the requirements of the AISG N 10.All ducts and pipes shall be insulated as required by code. q ASPHALT SHINGLES: Shall be secured to the roof with not less than (4)fasteners Guards and handrails 200 "Specifications for Design, Fabrication and Erection of per strip shingle or(2)fasteners per individual shingle (8005.2.6) � DEFLECTION LIMITS: 11. HVAC Contractor shall verify heat loss calculations.- Structural Steel for Buildings'. Steel shall conform to ASTM GRADE 36. INTERIOR FINISHES AND MATERIALS: Shall conform to the fires read and Rafters with no finished ceiling attached: L/1180 12.All cellar and/or basement doors shall be insulated. p Floors: L/360 3,All electrical work shall conform to local NECEG and Under-writers smoke-density requirements of Section 8315. U 13. The Architect certifies that to the best of his knowledge, Laboratory requirements. INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section R316. �4 Belief, and professional judgement that the plans are iri compliance with the Ener Conservation Construction Code 10. Pre-fabricated fireplaces and flues shall be UL approved. P 9Y GYPSUM BOARD: Shall conform to Section 87023. of New York State. (July 3, 2002) 11. Install smoke detectors and carbon monoxide detectors in MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: Refer to accordance with all state and local code requirements. Section 8307. + �' c°Yj� 1% % 12. The Contractor shall verify all existing conditions before STAIR LANDING: Shall comply with section 8311.5.4 { a ``' N • �' CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Starting construction and Shall notify the Architect of any ambiguities or discrepancies before proceeding with STAIRWAY: Shall comply with Section 8311.5 `3 SEISMIC WINTER ICE SHEILD AIR the work. If any questions arise before or during construction JUNI 2 6 2018 GROUND WIND HANDRAILS: Shall comply with Section 8311.5.6 r SUBJECT TO DAMAGE BY UNDERLAY- FLOOD as to the intent or details of the drawings, the contractor :� SNOW SPEED IN DESIGN DESIGN FREEZING � FROST LINE MENT HAZARDS shall call the architect, Mark Schwartz, at(631)734-4185 for {��',,� ,;[Z33° d0�• DRAWN: JM/MS LOAD MPH GATFGORY WEATHERING DEPTH TERMITE DEGAY TEMP. INDEX � SCALE: AS NOTED REQUIRED clarification and/or instructions. If the contractor fails to ��DjNGD� ��- T OF N�� �� follow the above procedure, he shall assume all responsibility T®���GF,SM - OLD JOB#: MOD. TO SLIGHT TO for the consequences of his actions and/or decisions. DATE:4-12-2017 20 PSF 130 "G" SEVERE 3'-C" HEAVY MODERATE 11° YES AE 500 SHEET NUMBER: 13. The owner shall arrange for supervision of the construction work to ensure compliance with the contract documents. Per-m--it Set: 6- 11 - 18 T- REVISIONS: 04-06-2017 07-20-2017 Misc Rev 06-11-2018 Permit Set 06.15-2018 Windows 06-25-2018 Bsmt Stair 3'-2" 1'-6" 14'-0" 17-0" 14'-ro" T-g" Oro'-O" LINE OF DEC<ABOVE ----- -� r--- 3-1 (4)2 X 10 AGQ GIRDS ` (4) 2 X 10 AG GIRDER I (4) 2 X 10 AGQ GIRDEf �` I (4) 2 X O AGQ GIRDEt � t4 X 10 AGQ GIRDER L _I__J L__ _J L__ _J L__ _J L____J L--I--J 12" PIERS ON p 24"X.24"X 12" 1 Cy V PG FOOTING Q O (TYP G : LOCATIONS) B 2 X 8 AGQ LEDGER 00 2 X 8 AGQ LEDGER 5/g°0 X 10" LONG A8 BOARD BOLTED TO x 0 tXO.-i BOARD BOLTED TO I ANCHOR BOL751'-0" HOUSE WITH 5/e'd HOUSE WITH 5/,3"0 FROM CORNERS BOL-75 @ iro" O.G. BOLTS @ 10" O.G. AND 45" O.G MAX (STAGGERED) (STAGGERED)_ (TYP) ------------- -------- ------------- ---- --2AGQ GIRDER - , -- --i ® i 1/2"0 X 16" LONG I 1 ANCHOR BOLTS 1 -;-0" I r------------------------------� I I r-----------------------------� I FROM CORNERS & D i i i i o i NYS CODE (R 310.1) i i 45" O.C. MAX. (TYP. Z A7 1 i I a v I REQUIRES NEW FULL i = O ct 0 o i i BASEMENTS FOR NEW I Q 0 I HOMES AND NEW I I U a 1 c0 00 cp I ADDITIONS TO HAVE AN 1 I 2 X 8 AGQ LEDGER I I I EI I O EMERGENCY ESCAPE AND I I I BOARD BOLTED TO I ItJI F-+ •r-.+ I I I I RESCUE OPENING. 10 cnl3 I 3 Z + HOUSE WITH 5/8"0 i � z I � nl I I I BOLTS @ l ro" O.G. I I D (Y Ip C9 nl 7/8" TJI 560 i i (STAGGERED) -� i 7/8- TJJI C 60 J O iZ �� I L--- - I W 1 Q O r-+ 1 ® 16 O.C. I --------- -------------------- - I 13 O I '10" FOUNDATION I I ro-#5 REBAR W/ L___ ----- --------------------------------------- -� STIRUPS ro" O.C. ' I ,WALLS (TYP)W/ ' I WELLCRAFT AREA l9 (3) #5 KEBABS 17-3" ' WELL WITH GRAT TWO LAYERS OF 5/a' i I AND LADDER TYPE 'X' GYPSUM I 1 r I I I 0 --[7- BOARD AT CEILING IN I (2)13/4'X 11%" ML W STEEL ___J THIS AREA i L------------------ 1 I ER WALL ABOVE I i I—-� I -- -- -- -- 1 I I (3)13/4'X 11-/8" M L _-FLUE UNDER WALL ABOVE `-- ----------------- ' 10" FOUNDATION ^ i i OIL FIRED BOILER , i i i i WALLS (TYP)W/ (3) #5 REBAR5 J1 I 1 i 7 8",�TJI 560 14 I 1 ® 16 O.C. I 1 I 1 I 1 I L---- -----1 1------------------- =—L_-s- -J X) �C-4 I r C l I I I \ I0 1 (4 (V v ^I �'� Z N O 1 A7 i p i O m 1 iJL0I ct�-II N CONTINUOUS I I f` I I NYS CODE (R 302.13) REQUIRES I 1 I � � � O FOUNDATION I 1 THE UNDERSIDE OF ALL FIRST I_ I _ , p TO DRYWEL ---- + H55 3Y2"d X/ 10" I I ---' FLOOR JOISTS IN A FULL r---- ---� I i O y U I 1 I I I COLUMN ON 48"X 48"X I I ; (TYPICAL)- 1 I I BASEMENT TO BE COVERED I 1 1 I O - - - - - ---� L--� 3 i 1 WITH GYPSUM RD OR i 1 12" PG FOOTINGS W/(4) - --------- i Q p 3�1/�4'X 11/ ' ML___.J_ PLYWOOD. I #5 REBAR EACH WAY I p I ® I --—jTT DER WALL ABOVi tI1' t� i ~ ® ® 1 r^, r - - -- - - - - -- - - - - � I I 1 I I g I 1 r- -1 F� ------------------ 1 I ' Lam_ -\ �-1 1 10" FOUNDATION WALL C� O � DN I i I I i 3t 7 8" TJI 560 7 8" TJI 560 i ON 24"X 12" P.G. FTG CA ..O '� [—i I 1 I i PR 2668 —'1 N 16 O.C. X lY �I� N ® 16 O.C. I I (-r-(P) I I 1 X pC O O I I W/3-#5 KEBABS I-G,�I U 1 ; I 0 I 1 L -_---� I ro-#5 REBAR W/ } X �/ \O I - - -- - - - - -- - - - - I STIRUP5 6° O.C. ' 1 " I ( I 26''yP �lI 3 I Z W�()'t ------------------------------ -----� i 7 8 TJI 560 i 3 i (3) 13/x"X 11%8' ML D2 1 i nclpI CSD 16 O.C. I -- -- -- -� J 1 Z I I I I I I '� W 1_ I`�/ Q 14'-4" I I 1 I I 1 I I lf1 I I I I J I I I I �} L---- ---1 I L--- ----1 ro-#5 REBAR W/ 7/8" TJI 560 1 crl i i \1 STIRUPS E" O.G. I WELLGRAFT AREA o F I ® 16 O.C. 1 1 cel o l9 I I A8 I O xI I O I i WELL WITH GRATE 61 i i I f` LALLY COLUMN 0 a�I I i i AND LADDER o � ; I I 2'-0"X 2'-0"X 1'-0"a i I a� rn m o 1 GONG FOOTING (`1 I 1 i O -4 '� Q"U I I I ' '� w i7 ' L______ _ 1 ____ ___________________________J GJ 3020 TYP 2 13 1 3020 i � ( )_/x _8 __ i ® ® 4 ; \ e _ cz L ----- -------1 - --1------------ I 1 1 I I-- -}---- - ------ J `� L U M 1 1 1 r------------I I I ^ GJ 2 X 8 AGQ LEDGE T-ro" I ' I 1 1 I ' I 1 I 1 1 2 X 8 AGQ LEDGER 0 BOARD BOLTED TO i i i i i BOARD BOLTED TO HOUSE WITH /8"0 I E � I I � HOUSE WITH 5/e°0 BOL75 @ 16" O.G. 1 8 I 7'-ro" BOLTS @10, O.G. (STAGGERED) I AI L------------ -J I !Y 1 (STAGGERED) op[ I cV1 L- ----- --- ------------------------------- J O I I (V 101 I 2 X 8 AGQ LEDGE QI BOARD BOLTED T � 12" PIER W/(2) #5 10 VERTICAL REBAR _O 'r1 HOUSE WITH 5/8"0 pI U ON 24"X 24"X 12" 1 o x 1 INDICATES EXISTING WALLS TO REMAIN C BOLTS @ l ro" O.G. v I IN Q PC FOOTING (TYP N I U) (STAGGERED) 00 AT 6 ( i = INDICATES EXISTING WALLS TO BE REMOVED - +---I x LOCATIONS) ------ I---+-I-� I I I I I I I I 1 1 I INDICATES NEW WALLS I I (4) 2 X 10 AG GIRDE I (41) 2 X 10 AGO GIRO E 1 (4) 2 X 1 N AGQ GIRDER I I N 1 1----- --------- ---------�- L------------�- -�-------- ---------------L- INDICATES SHEAR WALLS UNE of INDICATES SMOKE DETECTORS, ALL OF WHICH MUST ABOVE O BE INTERCONNECTED THROUGHOUT THE BUILDING AS u PER SEDT. 1060.10 OF THE N.`Y.S. BUILDING CODE. � 7'-ro 11-9 7-ro 11-9 7-G � O INDICATES HARD-WIRED CARBON MONOXIDE DETECTOR eEFi EXHAUST FAN FOUNDATION / BASEMENT PLAN ® INDICATES 5/8" DIA TIE HOLD DOWNS. s. 1 Scale: 1/4" = 1'-O" f. ► ,� g� tom4 ... Xc s'� ' DRAWN: JM MS b SCALE: AS NOTED JOB#: . - r y"y �. a., )� DATE:4-12-2017 `k;� SHEET NUMBER: REVISIONS: 04-06-2017 07-20-2017 Misc Rev 06-11-2018 Permit Set 4" THRU VENT 721' 2" 14" 2. 1Y2' 1YYz' 1/:2 I 1/� 2 ' 1Y2" 1Y2' 4 2"I .. I 2'-11" 4'- " 4'-4" 2'-11" T-3„ 7-3, I I W. I LAV. W. I S WR. LAV. TIUB - I I � 2ND FLOOS24, 2'V. 45. '-2'V. REAR DECK 2.. ik, 1A' 1Y" 1Y2' 2" _ FOR REAR DECK -o°x 101-01, F- - - I 1k. 1Y2' FRAMING PLAN, Q Area:531 Sq Ft - 1Y�' V ELEVATIONS AND B 0 2 I KITCH I M 2 Ll�lv- V. A8 SECTION SEE SHT A4 L,AV. I W.G. �-�-� W.G. A7 ------------------------------ 1ST FLOOR 2„ 4, 2" 21, 2, I F.A.I. r- --jos 5555- Pos TYPE AL)POST r 1 TW 862 62 TW 862 ( TW28 2-3 _�/ G.O.. 2 4" HOUSE TRAP /4� X 11-7/� L FLAT ROOF --- ) 1 3/4" X 11 7/8" M --- �- co (� p OVER DECK W/ p v� Uj G.O. iV © © W `--' N EPDM I�OF wa W p N TO SEPTIC SYSTEM v � N v 4" X.H.C.I. DRAIN LINE A� �F- '� J M O Z co 3 (2)13/4'X 11'/a" ML z co Q w Ur ® U v COVERED DECK S U^ ® '� PLUMBING RISER DIAGRAI�'I P051r �, `�' co reo:1 X650" 6 ?\ 4j Area:102 5q Ft �� Scale: NTS HEATED SUN ROOM ��'� 06 N ® �' `� p.., O l9 MASTER BEDROOM o �1 CO � 13'-6"X 13'-6" �l � ^ 5 Area:1823 Sq Ft C`1 7 13'-6"X 17'-O" x (3)13/4"X 11/8' ML HDR Area:256.6 Sq Ft M Natural Light r QIf 2496>o = 896 Q P05T0PS3380 + PS8180 + PS3380 COMBO Ventilation:16.5%>or=4% j�••1 N Egress: 16.1>Fi°r=5.7 Sq .. 13'-6" 14'-6.. O 00 O cl is--+ (2)13/4"X 11/8' ML HDR BURNER FLUE-\ in p III PREFAB FIREPLAG D4 = 7/8" TJI 560 i I i wx �q ® 16 O.C. pI I 2 2X10 Ill ® 1680:0 N • • �y DINING ROOM I I I 00 LO p 15'-0"x 11,-0„ I I 1T-O"X 17'-8,. Q 8'-1" (y N Area:165.0 Sq Ft I I I Area:300.4 Sq Ft O LIVING ROOM N C xO �i 8" TJI 560- - J 7ia LL�1 N x A7 ^I I @ 16, O.C. - l QEF/ N N O 15'-5" III _�- _ _ - Xlz M 13/4_X 1178 ML FLUSH --�-}--- -- (3)13/4'X 11�/a_ML -- -- - - - - T� O -- - UNDER WALL ABOVE _ SHOE _ I� 0 //2 13/4"X-9/2" ML HDR i ro -4 RACK - C O 5�--_-_---- __ ----_--_--- ��O D4 . ---- ---------------------- - 5555-- 17'-0" 86 Ct iW D "v .--i p (3) 2 X 12 HDR t < c;1 03 ----- --- ---------------------------- d J --------5555-- -- ---------------5555-- � LAUNDRY O o 10-2"X 7-0' l� N 0 1A 7 8" TJI 56 I Q O � Area:71.2 sq Ft ap N O DOOR SCHEDULE cc ® 16 O.C. \ I 5555-' 3 Mkn DOOR MANUFACTURE SQ FTCLEAR 6'6, 02 °1 �►J �O TAG DOOR SIZE DOOR ROUGH OPENING DE5CRIPTION R MFG # GLASS U-VAL OPENIN REMARKS QTY v 04 G N KITCHEN --- ----------5555-- A q ? 04 it1 p.•l 13'-6 x 1s-2" PANTRY 0 8'-D" O Dl PR 2'-6"X 0-8" EXTERIOR FRENCH DOORS ENTRANCE TO 1 Ar o:204.8 sq t N1A 7/8" TJI 560 co x ® 16 O.C. 00 BASEMENT tet• x D2 2'-6"X 6'-8" SOLID CORE SCEP 3/4 HOUR 2 - = DEN N o D3 3'-O"X T-O" 38%2"X 86%2' EXTERIOR ENTRY DOOR SMOOTH STAR 56107-D RHI 1 F _ ?� 7 8" TJI 560 13'-6"x 8'-2° cv M A8 G� ® 16 O.C. Area:110.3 5q Ft N o D4 2'-6"X 6'-8" STANDARD PANEL DOOR 15 D4 m v v t t\ . o D5 3'-0"X 2'-8" STANDARD PANEL DOOR 1 FOYER � cn rn M o 13'-6" D6 3'-0"X 8'-0" 38%2'x 98%2" EXT SINGLE DOOR SMOOTH STAR 581225-RT 2 �} Area:116.0 Sq Ft I R-, o 7 5 0 TW28210 ® TW28210 TW2 M cu D7 14-4/ X 7'-11Y2" 14-5/8 X 8'-O" COMPOSITE UNIT ANDERSEN PS3380-P581 0.28 1 a 80-P53380 3 X 10 3 2 X 10 EF/ X I 3 2 X 10 3 X 10 W4 W4 O ? D4 W4 W4 m " ++ SINGLE EXTERIOR DOOR SMOOTH STAR 5130-RT RHI 2 D8 3'-0"X 6'-8" 38%2'X 82%2' I co 8 I U � v N U) Do 4'-0"X 6-8" PAIR SLIDING PANEL DOORS 3 O I 2 X 6 CJ U I 2 6 CJ I N c) I~ v D10 2'-0"X 0-8" STANDARD PANEL DOOR 1 E ( p 0 L ® 16 O.C. - I 0 16 O.C. Q I w D11 7 3 5 COMPOSITE UNIT ANDERSEN P53-P26-P53 1 A8 I =O "� Ds 00 T VL2030D 12'-4/8'X 6'-1 O/8' 12'-5/8'X 0-1 D/8' 10 11 N N i Ws W3 7n ` cry 1 5EG71ON M11502 CLOTHES DRYER i EXHAUST VENT TO EXTERIOR c!1 WINDOW SCHEDULE I + co O rye M1502.1 GENERAL. DRYER EXHAUST Q WINDOW TAG WINDOW SIZE WINDOW ROUGH OPENING DESCRIPTION MANUFACTURER MFG # GLaASS U-VAL VENTILATION CLEAR OPENING REMARKS QTY i �� N ALL OTHER SYSTEMS ,AND SHALL ® �\ i SYSTEMS SHALL BE INDEPENDENT OF U O W1 2'-95/8'X 4'-9/4" .2 10%8"X 4'-9/4° DOUBLE HUNG ANDERSEN 2846 .3.50 0.32 5.25 5.24 4 CONVEY THE MOISTURE TO THE DOUBLE HUNG ANDERSEN 28310-3 23.70 0.32 13.17 4.39 3 WINDOW 1 OUTDOORS. W2 8'-5%8"X 4'-O�/8' 8'-55/8"X 4'-O�/8' ' (3) 2 X 10 HDR (3) 2 X O HDR O 2 X 10 DR ` APPLY TO L-ISTED AND LABELED W3 2'-0"X 2'-11 /6 2'-0/2'X 3'-O/2" OVAL ANDERSEN CVL2030 3.20 0.32 N/A N/A 2 EXCEPTION: THIS SECTION SHALL NOT �5 ,� 1 1 W4 2'-95/8"X 3'-0-/8' 2'-10%8'X 3'-1Y4' DOUBLE HUNG ANDERSEN TW28210 5.20 0.32 2.38 2.05 10 . L CONDENSING (DUCTLESS) CL07HF-5 W5 9'-5Y8"X 5'-4�/8' 9'-55/8'X 5'-47/8' TILT WASH DOUBLE HUNG ANDERTSEN TW3052-3 3ro.0 0.32 20.01 6.64 3 WINDOW 1 7' 11'-9" DRYERS. UNIT W6 2-1115/6"X 2-43/8" 3'-O%2''X 2-47/8' AWING ANDERSEN AW31 5.20 0.32 1.3 1.3 3 3'-2" 8'-2" 2-5" 6'-7" 6'-7 2-5" 8'-2" 3'-2" U W7 3'-95/8'X 0-4718' 3'-10/8"X 6'-47/8' TILT WASH DOUBLE HUNG ANDERSEN TW3862 18.38 0.32 9.39 9.38 7 �4 W8 8'-5Y8'X 6'-4'/8' 8'-55/8'X 6'-47/8" TILT WASH DOUBLE HUNG ANDERSEN TW2862-3 38.10 0.32 21.39 7.10 3 WINDOW 1 1.1'-01 14'-O" 18'-O" 14'-0" 1'-6" W9 5-73/8'X 3'-07/8' 5'-7�/e"X 3'-07/8" TILT WASH DOUBLE HUNG ANDERSEN TW28210-2 10.40 0.32 5.96 2.95 2 WINDOW 1 UNIT W10 8'-5Y8'X 4'-87/8' 8'-55/8'X 4'-87/8' TILT WASH DOUBLE HUNG ANDERSEN TW2846-3 27.00 0.32 15.15 5.03 3 WINDOW 1 49'-0" Wll 3'-lV4..X 3'-11Y4" 4'-0"X 4'-0" GLIDING WINDOW ANDERSEN 044 10.00 0.32 6.0 6.0 EGRESS 2 A � W12 2'-8%8"X 1'-73/8' 2'-85/8'X 1'4/4' BASEMENT WINDOW ANDERSEN 2817 2.60 0.32 3.2 2.8 UTILITY 4 FIRST FLOOR PLAN INDICATES EXISTING WALLS TO REMAIN INDICATES HARD-WIRED CARBON O 2 ' SO AR Scale. v4° =1'-O° MONOXIDE DETECTOR " --------------- INDICATES EXISTING WALLS TO BE REMOVED DRAWN: JM MS INDICATES NEW WALLS 1 �� ,�� ��►� SCALE: AS NOTED F/ EXHAUST FAN �� f k INDICATES SHEAR WALLS a f - �. DoT ® INDICATES 5/8" DIA TIE HOLD D ' N DATE:4-12-2017 '' '- ,� SHEET NUMBER: INDICATES SMOKE DETECTORS, ALL OF WHICH MUST �� k M O BE INTERCONNECTED THROUGHOUT THE BUILDING AS '•.;��. �r3 PER SECT. 1000.10 OF THE N.Y.S. BUILDING CODE. -��° ¢ "+ A-2 REVISIONS: 04-06-2017 07-20-2017 Misc Rev goJ_p^ 06.11-2018 Permit Set 17-0" 12-0" 0-0" ro'-O" 3'-G" 4-10" 4'-10" 4'-0" 0-0" 16 LINE OF HOUSE BELOW B A8 A LINE OF FLOG BELOW A7 -------------- -------------- J. 284 -3 28 -3 r-------------- I - I l9 z ® 3 X 80 OL l9 l9 Z 1 I 1 I - .1 ® 3 1 X 8 1 ------- I i i Q ----------- I 0 to i COVERED LINE OF FLOOR BELOW I DECK BELOW I IU I D p I I p _-__ __ p I 1 2 X 80 - 2 X 8 C ot i i a 7/ i A7 " O.C. ® 16' O-C- BEDROOM BEDROOM �t 2 X 10 RR 2 X 10 RR i i 2 X 10 RR 2 X 10 RR i � 13'-6"X 13'-8" COVE ED DECK 13'-6'x 14'-8"IRR { I = » I Area:180.8 Sq Ft 17_ "X 5-9" Area:234.35 Sq Ft J I 0 16 O.C. ® 16 O.C. I { 0 16 O.C. X ® 16 O.C. I Natural Li ht: Q' I X 1 I - I � � Natural Light 279'0>or= 890 / Area: 7.75 Sq Ft 9 20,o>or= 8`f0 i D8 \ Ventilation: 15.890>or=496 ' cn nl Ventilation:18.990>or=490 D8 _ 1 .-0 I I I I >or=5.7 S Egress: 16.1>or=5.7 Sq r---i I I I I Egress: 16.1 q Ft r- a I �P I 1 I Ft N (3) 13/4 X 9/2' ML POST N L--------------------------------------------� I _ _ __ __ __ _ _ _ (D (2)13/4 X 04 ML ® D11 PS3 + PS6 + PS3 COMBO ®J (2)13/4"X gY2' ML 00 x O R >>�, POST `tO U C L �� � CU { --� -------------� _ _ „ Z O 1 . � <. L ® i \ BEDROOM U v ® ® I I I I U � I N � I I = \�� I Area 95.4 Sq Ft 00 cD --- 3'- '0 '- 2, (Yl `\- tV I Natural Light 2090>or= 890 S. x i� 00 Ventilator:on: 12%>or=4% N \ O — 00 C14 U 1 / 2 X 8 R I I N (,, t Egress: 14.7 Ft r 5.7 Sq in 3�8 2 X 8 R 1 CHIMNEY 9 16" O.C. / \ ® 16" O.C. 2 X 8 RR I 3 N I_ �6, t ; ! �\ ` _ -- N ; A- I \ N N I 0 16 O.C. �- N 3 BATHROOM 6 GHII—IN �� ® j jl con 13/4"X 117/8' ML RIDGE i i � ; 604 n'-2"x t2'-2"IRRW D4 Area:115.0 Sq Ft O ILn00. 001 C rOD4 ► D9 4068 � I es �i 1 Ix ��1N ® , t10 { D4EFNcqNEF/ t �! I rea:100.3 Sq Ft / (tl 00 a �I II IIII 111 ul��IIID � ll�ll ���� D4SCp (2) 2 X (2) X 8 (2 8 VVI i i 66 (FLUH) D4 (2 2 (FLusN) �- -, c; c; ,- -� --------------- 0 -----------� ® ® -- O O N �CC) — O i ------ - _ - ------ - N O r-�+ 1 x + 4 x 13-8 X 7-8 IRR 13'-8"X 7-8"IRR _40N c} U U Area:88.9 5q Ft Area:90.2 Sq Ft U x 00 O D4 SPLAY LINE OF D4 00 0 to x F--� r--� L i 3t N x , �, CEILING x � 00 N A V O 00 N — �-------------- ------- --- (TYPIGAL) ----- --------------------- @-- _- N Q O O m Ei p'� r--� I (2)13/4'X 3/2' ML(FLUSH) p U1 crlcj L----------------------------------- -----------------------------------J 0 2 X 10 RR �� 2 X 10 RR i - 4' 0" - p � ® 16" O.C. � ® 16" O.C. i - --- _-- -- 0 LOFTco - —- m I - 12'-10"X 18'-6" I I Area:237.4 Sq t I I - 8 Cj 00 I I x rn v oe 2X8RR i i 2X8RR A8 _ 0Q1 � \ ® 16 O.C. I ---------------------- ---------------------- I ® 16' O.C. 0 28310 3 0 ! - — - _ - -- -- _- - — - -- - - — R" C14 C) co N ® — NOTE: ROOF PLAN FLAT CEILING THROUGHOU 0'-O" 0.0" U 3 Scale: 1/4" =1'-0" O 1'-ro" 14'-0" Ir N x SECOND FLOOR PLAN � 2 Scale: 1/4" - 1'-0" INDICATES EXISTING WALLS TO REMAIN _______________ INDICATES EXISTING WALLS TO BE REI''IOVED INDICATES NEW WALLS INDICATES SHEAR WALLS O INDICATES SMOKE DETECTORS, ALL OF WHICH MUST? . BE INTERCONNECTED THROUGHOUT THE BUILDING AS PER SEGT. 1000.10 OF THE N.Y.S. BUILDING GODS. * DRAWN: JM/MS INDICATES HARD-WIRED CARBON ij,j SCALE: AS NOTED O MONOXIDE DETEGTOR �� l~ JOB#: � 7 1 ; DATE:4-12-2017 tE lSHEET NUMBER: / EXHAUST FAN �+"� W-23- OF ® INDICATES 5/8" DIA TIE HOLD DOWNS A- 3 REVISIONS: 46-D° 04-06-2017 07-20-2017 Misc Rev -11-2018 Permitet 14-ro" 17-0" 14'-G" 8„ 8„ 8'-C" 0-3" 9'_2" 9-2., 6-6„ LINE OF DECK ABOVE r ---� r----� r----� -----------------r----� r----� r-- ------ ------- — -- ---------- J- -- -- -- - -- I- -- -- -- - -- -- -- - / I(4) 2 X 10 AGQ GIRDE4 / (4) 2 X 10 AC GIRDER , / (4)2 X 10 AGQ GIRDEf �� / 4 2 X O ACQ GIRDS- / 4 2 X 10 AGQ GIRDER 3'-O" HIGH-,, 12" PIERS ON GABLE RAILING I I I I -'I I I I I I I p 24"X 24"X 12" , i ; ; ; 10 U PG FOOTING coyI I I I �I° I I I I I I _ _ oI0 , Q ° (TYP I ° I° I o o I Q LOCATIONS) I 1 0010 I I I I I I ; ; ; ; a; ; 2 X 8 AGQ LEDGER 00 2 X 8 AGQ LEDGER I , , , , XI I @ , , , , I I I I col— bl , , I , , , , , , I co � BOARD BOLTED TO X ® BOARD BOLTED TO ( I I I IC c14I I I I I I I ; X;HOUSE WITH 5/8'0 HOUSE WITH 5/,3".0 I I I I I 1 1 1 1 1 1 1 BOLTS @ 10" O.C. I BOLTS CCD 16" O.C. (STAGGERED) (STAGGERED) r ---------------------- 1 -- -- -- -- -- I-- -- (5) 2X10 �� ACQGIRDER -�—�-- 0 I I I I I I -------------------------- ------------------------ 4 I QC'! U° Cn a 00 , 100 2 X 8 ACQ LEDGER vI° � I I 1 I X ® CC3 I I I I BOARD BOLTED TO HOUSE WITH X� BOLTS CCD 10" O.G. I® 1 (STAGGERED) I ) ( I I --- ---------- ----------------- ; I I I I ct L JL v] ct L--- ------------------------------------------------J i U I I 1R DECK FOUNDATION PLAN Q REAR � o Scale: 1/4"= l'-O° EAR DECK FRA!"ZING PLAN Q_Zale: 114:'=1'-0" N U � N U ct - - - - - - - - - - - - � o -I - - - - - - - -- - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - Q o ct -- � � o Q c'� - - - - - - _ - - - - - - O c - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 N m O u a� 0 m O :fl " 0 v o I~ Cz Oca S (U +� o RIGHT SIDE DECK ELEVATION LEFT SIDE DECK ELEVATION � 2 Scale: 1/4" = 1'-0" o5e:cal1/4" =1'-O" aLn v cn REAR DECK ELEVATION TABLE 8507.2.1 PLACEMENT OF LAC SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS N O W MINIMUM END AN EDGE DISTANCE AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING LEDGER 2 INCHES �0_f INCH 2 INCHES 17a INCHES BND JOIST Y4"INCHES 2 INCHES 2 INCHES 1-Y"INCHES TABLE 8507.2 DECK LEDGER CONNECTION TO BAND JOISTS(DECK LIVE LOAD=40 PSF,DECK DEAD LOAD=10 PSF,SNOW LOAD<40 PSF) JOIST SPAN CONNECTION DETAILS 6'AND LESS 671"TO 8' 1 71"TO 10' —17-777 12' 1 12'4-TO 14' 14'-1"TO fro' 16'-1"TO 18' ON-CENTER SPACING TO FASTENERS O p LAG SCREWS WITH Y2' GABLE RAILING MAXIMUM SHEATHING(c,d) 30 23 18 15 13 11 10 H4 X 4 POST W/GAP Y2 0 BOLT WITH ATHING AXIMUM 36 30 34 29 24 21 19 0 BOLT WITH 1"MAXIMUM 36 36 29 24 21 18 16 5/4" DECKING SHEATHING(e) Y2' SHEATHING a. Ledgers shall be flashed in accordance with Section 8703.4 to prevent SIDING water from contacting the house band joist. x 2 X 8 AGQ DECK JOIST @ 10' b. Snow load shall not be assumed to act concurrently with the live load. 5/4' DECKIN c. The tip of the lag screw shall fully extend beyond the inside face of the band N.\ (4) 2 X 10 ACQ GIRDER joist. 31, d. Sheathing shall be wood structural panel or solid sawn lumber - 12"0 GONG PIERS e. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up to/2inch thickness of stacked washers cV shall be permitted to substitute for up to/2' of allowable sheathing thickness FLOOR JOIST where combined with wood structural anel or lumber sheathin DECK JOIST 2'-O"X 2'-O"X 1'-O" p g STAGGER L J + 140,GONG FOOTING Z FASTENERS APPROVED JOIST HANGS � IN 2 ROWS A FULLY THREADED 3/8",21 LAOd � �,� �V5" MIN FOR 2 "X 8" LEDGER WITH FASTENERS IN SCREW PREDRILLED W/ MIN 3" k 11 �� N id ro.5" MIN FOR 2"X 10" ACCORDANCE WITH TABLE PENETRATION TO CENTER OF i,� ". b 2 REAR DECK SECTION + + 7.5" MIN FOR 2"X 12" 8507.2 TOP PLATE, STUDS, OR % DRAWN: JM/MS Scale: 1/4"=1'-0" - DISTANCE SHALL BE PERMITTED TO HOLD DOWN DEVICE MIN 750 LB. ! '- SCALE: AS NOTED 2" MINI. nll� BE REDUCED TO 4.5" IF LAG NOTE: CAPACITY AT 4 LOCATIONS. EVENLY '��. C� JOB#: 1` SCREWS ARE USED OR BOLT THIS DETAIL IS APPLICABLE �'s.��` �'Z233 �, DATE:4-12-2017 LEDGER SPACING IS REDUCED TO THAT OF WHERE FLOOR JOISTS ARE DISTRIBUTED ALONG DECK AND ONE O� � q ��, WITHIN 24" OF EACH END OF THE LEDGER. -�.: _ ,_ ..,..,:- SHEET NUMBER: LAG SCREW OR BOL LAG SCREWS TO ATTACH 2 X 8 PARALLEL TO DECK JOISTS HOLD-DOWN DEVICES SHALL FULLY LEDGER TO 2 X 8 BAND JOISTS. ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. PLACEMENT OF LAO SCREWS AND BOLTS IN LEDGERS �,���Scrale: EMENT OF LAO SCREWS AND BOLTS IN BAND_ JOISTS A-4 '� Scale: NTS BS REVISIONS: 04-06-2017 07-20-2017 Misc Rev U671-2018 Permit Set 17 11L _LLL � _ LL _ LIL11. LL LLL — — � 8310- LLL,L — 12 Food I I I I U A ® I � I H �+ 28210 I 28210 I I 28210 28210 O � 0` LAI I ' V" ' I U �(l I N ` DVL203 OVL2030 W IIIA �, Ll I'I'IIII --- ' u� L i 01 — _ _ 1 11 1 1 1 1 11 r I I JI I I 1 11 1 1 11 _LLL I I AREAWAY W/DOVER I I 1 L_l I I I O I t_� I I i � NN FRONT ELEVATION Scale: 114" =1'-0" U 03 � O ct O r--a IIII IIII IIII — c,) N v PG M O v o �o I o � � P53 P56 _ PS3IL 12 2846- 2846- a 6 � cf) - — -- -- 00 �s C4 cu LL I H 2862- TW3862 TW3862 TW3862 GABLE RAILING illO rJ7 E] I I 111 HH N 11 -- -11 11 ILL PS3380 P58180 P53380 N �i � POST POST AREA WAY--4,---- L----------- AY i -L----------- I r_J I I I I r_J A r --r------------------------------------) I ------------ __ L ""J J c+A�, DRAWN: JIM l MS SCALE:AS NOTED �' �, ,�' ✓ � +• JOB#: 2 REAR ELEVATIONATE:4-12-2017 .: �. SHEET NUMBER: 71 G ' Ore N ' t , REVISIONS: 04-06-2017 07-20-2017 Misc Rev 06-11-2018 Permit Set - --- -- i LM LL I JLL - / \ / \ AW31 W11 I I 8 10 2 2 2846 2846 LE-ILLU 1 =- - --- - -- N ----- - - - - - _ 1 v' iLjjLi ILLLL JLr / \ LILL LillLiL -J—L-/ \ / \ w AW31 AW31 AW31 282.10 28210 I� - I I 2846 II II I I I I I T 11 II 1 11 11 1 1 1 11 1 I H I I I I 11 11 1 11 11 1 1 11 11 11 1 1II I1 1 1 1 11 1 1 1 1 11 11 1 II I II I I I I II I II I I I I I I I I I I • • I I AREA WAY AREA WAY I t I I I I DOVER I I I I DOVERI Imo' I II II II II I II II II I' II t II II II II I W GU 44 i i 1 044 i i II II II JJ i N i �� T- -------------------------------------------7-- L-1 U O i�IGHT SIDE ELEVATION - ---------------------------------------------------------- 3 I I I I Scale: 1/4" = 1'-D" �____� t_____� Q � O � O � O W ct O QdjuCn .. p-, v - ---- - - a w a U) 00 LILJ -LLL oW � I II -1-LI—I _28210 28210_ U - tLIL 2846 JH 000 I � 2846 I i I cn f04- -- - 1 -- - - -- - - - - o i 210 28210 I � TW3862 1 Ll L7W3,562 TW3862 3052-3 J u a u u Ll luLAL 1 1 II11 11 11 48 I -__--- I Imo- RETAINING WALL � �e 4 LEFT SIDE ELEVATION I ------ Iy `� � N. Scale: 114:' = 1'-O i I ------- ------- _____ _-____ STEPS TO BASEMENT ` { DRAWN: JM MS I ______ ______ I I PR. FRENCH DOORS �iR *$�� r SCALE: AS NOTED t _ I 1 ENTRANCE TO BASEMENT tj *� � �, � JOB#: I ------ ------ DATE:4-12-2017 dQ ,4 SHEET NUMBER: Or 01 I I I I � I-------------J t-------------J REVISIONS: 04-06-2017 07-20-2017 Misc Rev 235 # FIBERGLASS ROOF SHINGLES 06-11-2018 Permit Set 15# FELT 1/2" COX PLYWOOD SHEATHING 1314" X 11 7/a" ML RIDGE CONTINUOUS RIDGE VENT 2 X 10 ROOF RAFTERS @ 16" D.G. 51MPSON H3 FRAMING ANCHORS @ 16" O.G. I 2 X 6'> COLLAR TIES @ 32" O.G. R-30 INSULATION 2 X 8 GEILING J0I575 @ 10" O.G. 1 X G FASCIA BOARD VENTED SOFFITS (CONTINUOUS) GUTTERS � LEADERS TO GRADE (TYP.) 1,/2" GYPSUM BOARD @ GEILING I VINYL CEDAR IMPRESSIONS � 15 # FELT 1/2" OSB SHEATHING 2X0STUDS @1G" O.G. R-1-9 INSULATION DOOR T 1/2" GYPSUM BOARD @ WALLS MASTER 4 B�DR OM ,' LOFT AREA (2) 2 X G TOP PLATE BEDROOM 2 X G SOLE PLATE BEYOND 2 X 4 STUDS @ INTERIOR PAR71ONS @ 16" O.G. (TYP.) ZL_ l'-G"' CAN U� 1 1 Ep C7/ C1 �— D L CA SEE SHEET A4 FOR DOOR �, LINE OF_/ I Z 'O DECK 0 Hmrl ° ` STAIRS , COVERED I ov Q PL TS AND REAR DECK e Roots LIVING ROOM BEYOND FOYER L- L_, BEYONDH\ H -1 1- - L_ FRONT W (3) 13/4'x 118' ML ENTRYRA z a� (2)13/4'X 11 8' ML ~ /8'TJI 5G0 L L_ 1 i 5/a"d X 10" LONG 11 p 1 i ANCHOR BOLTS 1'-O" 2 X 8 ACQ LEDGER BOARD BOLTED FLOOR JOISTS L_ 5 pt u1 4 4'X14'ML @ 1G" O.G. WITH �_ FROM CORNERS TC HOUSE WITH /8°d BOLTS @ iG" O i AND 45" O.0 MAX 0 OR FLAK JACKET L_ O.G. STAGGERED) p — rj L] (TYP) O (3)14'X11%8'MLW/BB'S PROTECTION L_� L------J LL LL OR 3/4" PLYWOOD 5UBFLODIRING L- • • 61 p w W8X24W/2X0PLA7E LINE OF �_ 1/2" 0 ANCHOR BOLTS @ 45" D.G. 0 z 117/8" TJI 500 FLOOR JOISTS C@ 10" O.G. w co p STAIRS 4-� (2) 2 X G GGA SILL o 0) BEYOND 10" CAST-IN-PLACE CONCRETE FOUNDATION WALL TERMITE SHIELD W CELLAR 12" X 24" CAST-IN-PLACE CONGIRETE FOOTING 2 X 8 RIM JOIST (CONTINUOUS) p 4 " SLAB ON GRADE r--� R-19 INSULATION z Z N N w + M F--� r 3 1/2"? S.W. PIPE COLUMN C3 .. I: A SECTION P.C.2'-0" x 2'-0" x 1'-0" Q U o P.C. FOOTING (TYPICAL 6 LOCATIONS) o O 13/4'X 11/8' ML RIDGE 13/4 X 111'/8' ML RIDGE O u U 06 27'-11"AFF TOP OF RIDGE I � I a I , 2 X 10 ROOF 2 X 10 ROOF RAFTERS @ RAFTERS @ iG" 16" o 2 X G CEILING 2 X G CEILING m 4 o +19-10"AFF TIES @ 32" O.G. TIES @32" D.G. 2 X 8 CEILING X ATTIC FLOOR 2 X 8 CEILING XJDI5T @ 1G" O.G. M o J0I5T010" O.C. � � o� pbA - - - - - - L - - - - - - - - � - - - �- � - - - - - - - - - - - - - 27 ndFLRFIN - - - w �O 01, ,^v Ln to u � 1!�� co \� (2)13/4'X 11�/B' ML BATH ROOM BEDR OM BATHROOM WITH Y2' STEEL i l O w BEDROO ,% BEDROOM I'LL 16 +10-1"AFF 2nd FLR FIN FLR if 11/8"TJI 5GD @ 16' O.G. 11/8'TJI 560 @ 1G" D.G. +9-0"AFF 11/8'TJI 560 FLOOR 1 st FLR FIN CLG (3)13/4'X 1P/8" ML (CANTILEVERED) 11/8'TJI 5G0 FLOOR JOIST @ 1G" O.G. --- U (CANTILEVERED) U) —TRIMMED OPENING TRIMMED OPENINGU) O TD SUNROOM BEYOND TD DINING ROOM BEYOND H HEATED SUNROOM DINING ROOM LIVING ROOM W.I.C. MASTER BATH MASTER BEDRO M � l +0-0"AFF 1 st FLR FIN FLR (4)1Y,:X 14'ML 11/8°TJI 500 FLOOR 11/8"TJI 5G0 FLOOR A o X 1G" LONG w h , ° JOIST @I& O.G. JOIST @ 10" D.G. ANCHOR BOLTS 1'-O" � 5/8'�X1G'LONG - •� ' % FROM CORNERS (3)74:'X%'MLW/ S7EE1_ ANCHOR BOLTS 1'-O" AND 45" O G MAX OOR FROM CORNERS p p (TYP) CELLAR W8x24W/2xGPLATE AND 45" D.G MAX �i 6) ' (TYP) DRAWN: JM/MS D" FOUNDATION WALL D" L ON 24" X 12" P.G. FTG ,fi� SCALE: AS NOTED W/3-#5 REBARS (TYP) '` JOB#: �\ -12-2017 10'-5"AFF , . . , _ �a !!r, SHEET NUMBER: TOP OF FOOTING 4b" 31 /2"? S.W. PIPE COLUMNA-7 SECTION � � ��•,,• ON 2 -0�� x 2'-0" x 1 -o SECTION S cV `� '4 P.C. FOOTING (TYPICAL 6 LOCATIONS) p Scale: 1/4" =1'-0" REVISIONS: 04-06-2017 'F _ - - - - - - - - - - - - -- - - - 2 X 10 ROOF RAFTERS @ 166" O.G. 7-20-2017 Mise Rev +27-11"AF 06 TOP OF RIDGE 6-11-20]8 Permit Set i 2 X 8 CEILING (2)13/4'X-q/2' ML JOISTS @ 101 O.G. +18-1"AFF _ _ — 2nd FLOOR FIN CLG i / 2'-3" B. BATHROOM W.I.C. LIJ SECOND TE FLOOR DEGK BEYOND +10-1 AFF AFF _ 27 nd FLOOR FI-N FDR _ +9-0"AFF — - 1st FLOOR FIN CLG __. (3)13/4'X 1P/8' 3 ML 2 X 10 HEADER AN � f ( 13/a°X 11/8 ML ( ) 4 . f H iC T 1511 SuN ROOM IN NG= 0 KITCHEN REAR DECK - LILLIlLiL WOOD GLAD CLOUMNS �D ' a 2 X 10 AGQ RIM JOIST 0 11JI/8" TGI 5600 U FLOOR J0157 U - @ Ira O.G. STEPS TO GRADE +0 " FF AFF 1st FLOOR FIN FLRf 2 X 8 AGQ DECK JOIST @ 166" O.G. GRADE (3)13/4"X 11�/a' ML (3)13/4°X 11%8' ML S/a"�J X 16" LONG ANCHOR BOLTS 1'-•0" (4)2 X 10 AGQ GIRDER (4)14'X14'ML FROM CORNERS LEDGER BOAR OR D AND 45"OC MAX BOLTED TO HOUSE 12"0 GONG PIER (3)�4'X11%8'ML W/%'STEEL (TYP) WITH 5/8' BOLTS @ .° ON 2'-O"X 2'-0" X Q OR O" FOUNDATION WALL 16" O.G. l'-O" PG FOOTING 61 W8 X 24 W/2 X 6 PLATE ON 24"X 12" P.G. FTG CELLAR • •° W/3-#5 REBARS (TYP) (STAGGARED) EXCAVATE A5 NECESSARY SECTION FOR F Scale: 1/4 =1'-G CLEARANCE 06 -10-5"AFF `I' TOP OF FOOTINGELL] W ''� N N C O N B SECTION W x v Scale: 1/4" =1'-0" o Q � o � o C�? M 2 X 10 ROOF RAFTERS @ 166" O.G. o +26-3 AFF TOP OF RIDGE O ct +� 18_1"AFF - - - - - - - - - - - - - - - - - C o 2st FLOOR FIN CLG -- rn F� - - --- ----- 2 X,"; CEILING JOIST @ 166" O.G m° cin o LOFT _ ____ � �; w � C, Ilya"Til 5660 - Lo U /e �n FLOOR JOISTS - — -- U) l6" O.G. trl N v +10-1"AFF 2st FLR FIN FLR - I U FOYER rn U ILLia I O LJ' 11/8"TJI 560 Li FLOOR JOISTS CCD 166" O.G. EN, +0-0"AFF _ _ 1 47 1st FLR FIN FLR 1-T _ CELLAR 0 X 10° LONG i ANCHOR BOLTS 1'-O" O O FROM CORNERS bl AND 45" O.G MAX (TYP) --------------- .40" FOUNDATION WALL ON 24"X 12" P.G. FTG !. ' ` ------------- W/345 REBARS (TYP) a � ,`� Sill, -10-5"AFF _ - - - _ _ _ DRAWN: JM/MS SCALE: AS NOTED TOP OF FOOTING JOB#: Q ' Z DATE:4-12-2017 SECTION A �,�Z133� ��/,, SHEET NUMBER: A- 8 REVISIONS: 04-06-2017 NAILING NOTES 07-20-2017 Mise Rev 06-11-2018 Permit Set NAILING SCHEDULE (EXPOSURE "B") NUMBER OF NUMBER OF 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED G" ON CENTER AT THE PANEL JOINT DESCRIPTIONCOMMON NAILS BOX NAILS NAIL SPACING EDGE. IF WALL SHEATHING 15 NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, ROOF FRAMING OR ALTERNATE CONNECTOR5, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. RAFTER TO TOP PLATE (TOE-NAILED) 3 - ad 3 - 10d PER RAFTER 2. WHEN WALL SHEATHING 15 GONTINUOIUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 - 8d 3 - lOd PER JOIST OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 - 1Gd PER FOOT. � - 4"WIDER THAN CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 3. CORRO51ON RESISTANT 11 GAGE ROOFING NAILS AND 1G GAGE STAPLES ARE PERMITTED; CHEGK V� FTEP2�ER FRAMING RAFTER SLOPE: 3:12 (HEEL JOINT) 22 - lrod 22 - 40d IBC FOR ADDITIONAL REQUIREMENTS. \ RAFTERS 4:12 17 - led 17 - 40d 3/8"0 LAO BOLT 5:12 14 - led 14 - 40d EACH LAP4. ALL QUANTITIES ARE BASED ON 1G" OG SPACING FOR RAFTERS, J015T5 AND STUDS. �/ EACH ROOF 7:12 10 - led 10 - 40d GLRAFTER 9:12 AND GREATER 8 - led 8 - 40d 5. FOR ROOF 5HEA7HING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT / RAFTER SLOPE: 3:12 22 - trod 22 - 40d REQUIREMENT5 SHALL BE USED. / MAIN ROOF 4:12 17 - led 17 - 40d 5:12 14 - led 14 - 40d ROOF RAFTERS EACH LAP G. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT / 7:12 10 - 16d 10 - 40d REQUIREMENTS SHALL BE USED. / .9:12 AND GREATER 8 - lrod 8 - 40d COLLAR TIE TO RAFTER (FADE-NAILED) CONTINUOUS RIDGE VENTFALSE VALLEY ►►o••� j RAFTER SLOPE: 3:12 7 - lOd 7 - 12d CONTINUOUS RIDGE VENT CONNECTION DETAIL TRIPLE STUD F-+bio � 4:12 6 - 10d G - 12d ASIMPSON ;�„ SIMPSON 0520 @ lro" O.G. RIDGE TENSION STRAP SIMPASON C520 STRAP @ 1G" PER TIE (8)8d NAILS EA. SIDE SIMPSON GS20 @ 1ro" O.G. N ILSlrod COMMON �..,'' Q 5:12 4 - lOd 4 - 12d O.G. WRAPPED AROUND NAILS @ G" O.G. FOR(0) 8d NAILS EACH SIDE DOUBLE 2 X ro SILL PLATE ro:12 AND GREATER 4 - lOd 4 - 12d RIDGE BEAM (SEE PLAN FOR SIZE) FULL HEIGHT OFROOF RAFTERS (SEE RAFTER(SEE PLAN TUDFOR SIZE) (2) 2 X 10 ROOF RAFTERS U as PLAN FcJR SIZE) (2) /8 0 THRU-BOLT "C� 'YBLOCKING TO RAFTER(TOE-NAILED) 2 - 8d 2 - 10d EACH END (8)8d NAILS 5 ° (2) 2 X 10 SUPPORT RIM BOARD TO RAFTER (END-NAILED) 2 - lrod 3 - lrod EACH END FOR SKYLIGHTS Z EACH SIDE OF RIDGE BEAM SIMPSON LLJ5210-2 HANGER EACH RAFTER (SEE PLAN FDR F 5/a"0 ANCHOR SIMP50N "HD5A" O .• WALL FRAMING (4)10d NAILS (2) BOLT @ 3'-O" O.G. (2) 2 X 10 SUPPORT U RIDGE DETAIL AT RIDGE TEN010N NAILS EACH `' ':•:• (MIN / FOR SKYLIGHTS o TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -led 1 2 - led 1 PER FOOT CATHEDRAL STRAP DETAIL PLATE : `'• EMBEDMENT) 515"0 THRU-BOL SIMPSON LU5210-2 CEILING IN ACCORDANCE WITH 3.2.5.1. 2001 HANGER 4) "• TOP PLATES AT INTERSECTIONS (FADE-NAILED) 4 - 1rod 5 - lrod JOINTS -EACH SIDE TW SF ALTERNATE IN LIEU OF COLLAR FOUNDATION WALL / //� � o STUD TO STUD (FACE-NAILED) 2 -16d 2 - led 24" O.G. zFLOOR FRAMING DETAIL SKYLIGHT DETAIL � U _ SIMPSON H2 A HEADER TO HEADER (FAGS-NAILED) led led 16" OG ALONG EDGES HURRICANE TRIPLE STUD CLIPS @ 10, O.G.. SIMPSON "HD5A" TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2 - led 2 - 40d PER STUD — — — —� AC4 EACH SIDE 0520 SIMPSON HD5A BOTTOM PLATE TO FLOOR JOIST, BAINDJOIST, ENDJOIST OR 2 - led 1,2 2 - trod 1,2 PER FOOT STRAP @ 1ro" �a"P1 BOLTS • . . BLOGKING (FACE-NAILED) O.G. 1'-O" 3"X 3"XYZ ST. PLATE �••+ I • SIMPSON AB44 O z �f' SIMPSON H2 @ 1MI O.G. 518-0 THREADED ROD POST BASE t+•� FLOOR FRAMING 5 �THREADED ROD-,, SECOND FLOOR W N /g" SHEARWALL C�j b + JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 -8d 4 - 10d PER JOIST RIDGE / TOP PLATE HOLDDOWN 4 X 4 POST N 0 cV CONNECTION DETAILS W v BRIDGING TO JOIST (TOE-NAILED) 2 - 8d 2 - 10d EACH END CONNECTION CANTILEVER Q .•� o DETAIL DETAIL (2)13/4'X 11/8' M.L. H U O BLOCKING TO J0I57 (TOE-NAILED) 2 - 8d 2 - 10d EACH END 2 X ro WOOD CAP SIMPSON HD 2A- 2 X 4 TOP RAIL SIMPSON H210 HANGER @ 1 Y2'0 LAG BOLTS @ 16" O.G. � TRIPLE STUD dj O BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - 10 4 - led EACH BLOCK Q O TRIPLE STU (2)trod COMMON O� � 4 X 4 WOOD POST @ 48" NAILS @ ro" O.G. FOR TRIPLE STUD ^H LEDGER STRIP TO BEAM (FADE-NAILED) 3 - led 4 - led EACH J0I57 FULL HEIGHT OF 4 (2) lrod COMMON NAILS @ w 2 X 4 BOTTOM RAIL !�8 THRU BOLTS 10 ro" O.G. FOR FULL HEIGHT JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d 3 - 10d PER JOIST DECKING CANTILEVER HOLDOWN DETAIL OF STUD O SIMPSON H-3 SIMPSON HD2A 5/8 T IRU-BOLTS �1 BAND JOIST TO JOIST (END-NAILED) 3 - led 4 - led PER JOIST HURRICANE CLIPS @ 10" L Y2',O LAG BOLTS @ 10" HOLD DOWN N C) W O.G 0 � BAND JOIST TO SILL OR TOP PLATE (-TOE-NAILED) 2 - led 2 - led PER P.T. DECK JOIST HOLD DOW FOOT @ 16, O.C. SIMPSON H-3 Y2'0 THRU-BOLT DBL DECK HURRICANE CLIP @ (8)8d NAILS @ 1"± O. O a r--� ROOF SHEATHINIG JOIST AT POST �4 EACH SIDE _ 1'-O" SIMPSON U21 ° :. 5/�y' BOLT X 24" LONG M Aero EACH SIDE HANGER @ 16" 5/8'0 BOLT X 24" LONG STRUCTURAL PANELS: PANEL INTERMEDIATE SIMPSON 0520 ° EDGES SUPPORTS 4 X 4 POST PORCH/RAFTER/GIRDEP STRAP @ 1ro" O.G. SIMPSON PB44 POST BASE ° CONNECTION DETAIL ~ " INTERIOR ZONE 5 8d i0d 4" 6" (8)8d NAILS @ 1"± O. p ° ° ° o cn PERIMETER EDGE ZONE 5 8d 10d 4.. 4., :, • X �n +, 114 TO -2 O o ti GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d 4° 4° ° • �,'.' .; 10"X 10"X Y2' XL BASE PLATE LOAD PATH / FLOOR FIRST FLOOR FIRST FLOOIP o CEILING SHEATHING `Y' � U � ° FRAMING DETAIL SHEARWALL HOLDDOWN SHEAPWAL.L HOLDDOWN m GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE /10" FIELD iii--- (4) 3/i' X 12" LONG a a 2'-O"X 2'-O"X 1'-O° � cn r, -• U WALL SHEATHING I HZ)SIOq ANCHOR BOLTS FOOTING Cr(P) ��VIVIO� w FOOTING DETAIL i~ STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE EDGES SUPPORTS INTERIOR ZONE 8d 10d 6" G" 4' EDGE ZONE 6 8d lOd 6„ 6„ FIBERBOARD PANELS: '—' 7/16" rod 3 - 3" EDGE / ro" FIELD ROOF FRAMING ROOF FRAMING p 7/16" 8d 3 - 3" EDGE / ro" FIELD SIMPSON CS20 CONNECTOR SIMPSON CS20 CONNECTOR 0 DOUBLE TOP PLATE OR (2) H2 AT ROOF DOUBLE TOP PLATE OR (2) H2 AT ROOF GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE /10" FIELD H PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER CRIPPLE STUDS CRIPPLE STUDS FLOOR SHEATHING u HEADER SIMPSON ST 2215 CONNECTOR HEADER SIMPSON MSTC28 CONNECTOR U) STRUCTURAL PANELS: P4 1" OR LESS 8d lOd ro" EDGE /12" FIELD HEADER STUDS NOTE: HEADER STUDS GREATER THAN 1" 10d led G" EDGE / 6" FIELD UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER AND ATBOTTOM OF HEADER STUDS IN ADDITION TO 4'-0"' MAXCONNECTORS AT WALL STUDS AND AT 4'-0" TO 12' " TOP AND BOTTOM OF CRIPPLES FULL LENGTH FULL LENGTH � 11 I i III I I I I �"�#,�� i� , �� WALL STUDS WALL STUDSti, + �., � A` DRAWN: JM/MS 1 I UPL�' T I I I SIMPSON ST2215 CONNECTOR SIMPSON MSTC28 CONNECTOR _ , i I NNE OR I I I '; ' _ SCALE: AS NOTED QUIR ��, ,��" ''� � JOB#: y DATE:4-12-2017 t.2�A Vs SHEET NUMBER: HEADER TIE DOWN DETAILS �� OF �,��y� REVISIONS: 04-06-2017 07-20-2017 Mise Rev 7-1-172U-18—Nermit Set 40'-0" - S e Roo r Q� 1 164'-10" 4'-10" LINE OF HOUSE BELOW B A8 LINE OF FLOG BELOW A A7 284 -3 28 -3 -------------- ® z �► --------- - -------------- --------------74 r----- zz 37 1 X 8 i9 Q 3 1 X 8 I -- --j L--� ® - -------- - -1----------- -- Q ® ---------- -13,i�„----------- � 1 I I i I i LINE OF FLOOR BELOW W I COVERED i W I -_ - --(2)13/4'X 11 /8' ML- --_ -- 2 X 8 CJ DECK BELOW I 0 2 X 8 CJ IU 1 i p I A7 ® 16 O.C. 16 � 1 l9 I J 1 BEDROOM U 13'-6”X 141-8"IRR 61 1 I x d m I b� 13'-6'X 15-8" O Area:234.35 Sq Ft J 2X10 RR 2X10 RR i xo I 2X10 RR 2X10 RR I COVE Ll 1 Area:180.8 Sq Ft 17 X 51-9" c0 Natural Llght: 20%>or= 8% 1 = /j " 00 @ 16 O.C. X ® 16 O.C. I Natural Light 27%>or= 8% , Area: 7.75 5q Ft x �p19 ® 16 0.C. x0 16 I D8 \ Ve Egatiion: 15.�%Ftr=4%Ventilation:18.9%>or=4% D8 1 O" N ® >or=5.7 SqE ress: 16.1>or=5.7 Sq 9Ft (3)13/4'XO/2' ML POST iv - Z-------------------------------------------� _X 11 '/8 ML D11 PS3 + PS6 + PS3 COMBO (3)13/4'X 11/8' ML NxL NOTE: SUPPORTING RRs & CJs POST NOTE: SUPPORTING RRs & CJ MO U I 2 X 12 LAYOVER PLATE �Lct v 40 (2) 2 X ci (2) 2 X 8 ® ® U p L -, - — / \\ BEDROOM O _ 'y 1 -+ r00 CV �. I j — / �\ '` Area:195.4 Sq Ft c0 --- 3-8 2 (Y' 4.4 I O Ot�D Natural Light 20%>or= 8% X �� ��� 00 \ 1 (rl O SD Xco j I 1 = CV ; Ventilation: 12%>or=4-9. \ � = U O I N �c,O N ® \ I I x — p I >or=5.7Sq / / \ 0 = _ 00 C:) 3'-8' V 1 I N I i Egress: 14.7 / O — — cD w CHIMNEY 2 X 8 R t I N .� t 1 t x _ . 2X8R I @16" O.C. 2X8RR I 3 X12 t2 `\ 9 16" O.C. I ® 16 O.C. I- N 3 j BATHROOM 6S� �\ GHIMN 1' �� D4 N I I -j 11-2 X 12-2 IRR U U 13/4 X 11-/8" ML RIDGE I 1 C`! O Area:115.0 Sq Ft00. O -- I I ry ITj/ o IX x ° ro 1 O 1�$pJJ �E t ?6' BATHROOM X o x C .- ro D4 t D9 4068 10 t 6' 1 I C14N N / �1 N ® ; ® l D4 11'-8"1003 SgFt `� EF/Ely m00 1 I I N (vl /EF 1 I �I �' I I I' 1 `li N 3 l / I ?�,� 3'-ro t I II I I I -rq 1'-2" (2) -\X 8 (�) D4 (2)2 X (FLUKH) D4 (2 2 (FLUSy-I) N I I � U --------------- -- -- I , I O � � �+ �� i � .� N j O Q x (0 I �J m 13'-8"X 7-8"IRR U Q I X L I U Area:88.9 Sq Ft Area:90.2 Sq Ft U N ® V p LINE OF D4 O a0 H .7--4 U r--a x D4 0� SPLAY X x ►� x o CEILING 00 N O oo N O ° -------------- -- �"� I N N - ®-------------- - --- (TYPICAL) ----- ------ N _yQ 13-8" (n U) 13'-8" m v nl F--� C'3 tct (3)1-3/4.'X 14" ML(FLUSH) -- p I - -----------------------------------� -- -- NOTE: RRs & CJs - - - -- ----------------------------------- I 1 _ SUPPORTED WITH BEAM — O I J I I I 2 X 1�0 RR 2 X 1�0 RR 1 ® 16 O.C. ® 16 O.C. OFT L �--� _ 12'-10"X 18'-6" I Area:237.4 Sq Ft I I i 2X8CJ N v lr i X16' O.C. Mv0 1 i � v 1 rte-+ �1 12'-10" w Lo 2 X 8 RR X 8 RR0. ® 28310-3 0 01 oe ® 16 O.C. I I ® 16 O.C. ---------------------- ---------------------- �Q J -- — __— w +� w o +� - --- - -- - 002 N —ISL — ---_ -- - =- - cn - - -- NOTE: U ROOF PLAN FLAT CEILING THROUGHOU 9'-O" g'-O" O Ir EN-y SECOND FLOOR PLAN OCj 1 2 ?.�' cUn INDICATES EXISTING WALLS TO REMAIN --------------- INDICATES EXISTING WALLS TO BE REMOVED INDICATES NEW WALLS INDICATES 5HEAR WALLS INDIGATE5 SMOKE DETEGTOR5, ALL OF WHICH MUST O BE INTERCONNECTED THROUGHOUT THE BUILDING AS PER SECT. 1000.10 OF THE N.Y.S. BUILDING GODE- DRAWN: JM/MS , - SCALE: AS NOTED INDIGATE5 HARD-WIRED CARBON ; � �� JOB#: O MONOXIDE DETEGTOR @ $'t DATE:4-12-2017 17 SHEET NUMBER: �J�� F� EXHAUST FAN e INDICATES 5/8" DIA TIE HOLD DOWNS A-3 /t it,EPi Ir TrtI,IL�i Tr��