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HomeMy WebLinkAbout48101-Z t OF Fat ff �} Town of Southold 9/30/2023 '- P.O.Box 1179 y t 53095 Main Rd �y�j�1 raj Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44612 Date: 9/30/2023 THIS CERTIFIES that the building SINGLE FAMILY'DWELLING Location of Property: 1465 Harbor Ln,Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-2-1.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/3/2022 pursuant to which Building Permit No. 48101 dated 7/22/2022 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: single-family dwelling with covered porch and pergola covered entry as applied for per ZBA#7532, dated 9/16/2021. The certificate is issued to Hazard,David&Barbara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1013 1/20/2021 ELECTRICAL CERTIFICATE NO. 48101 7/26/2023 PLUMBERS CERTIFICATION DATED 7/14/2023 Cutc ast P ing&H19ing Aut riz d Si tore SUFFQik TOWN OF SOUTHOLD cooBUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • �V 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#: 48101 Date: 7/22/2022 Permission is hereby granted to: Hazard, David 1465 Harbor Ln Cutchogue, NY 11935 To: demolish (as per Town Code definition) and construct a single-family dwelling as applied for per DEC NJ letter, Trustees, ZBA, SCHD approvals At premises located at: 1465 Harbor Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-2-1.1 Pursuant to application dated 3/3/2022 and approved by the Building Inspector. To expire on 1/21/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,527.20 CO-NEW DWELLING $50.00 Total: $1,577.20 Building Ins ctor pF SO!/T�QI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 Q a �yCOUNT`I,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Hazard Address: 1465 Harbor Ln city:Cutchogue st: NY zip: 11935 Building Permit* 48101 Section: 103 Block: 2 Lot: 1.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: KV Electric License No: SITE DETAILS Office Use Only Residential Indoor Basement Service Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 61 Ceiling Fixtures 1$ Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 12 Smoke Detectors 6 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 42 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 4 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt 30A Emergency StrobeHeat Detectors Disconnect Switches 4g 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, Hood, DW, Micro, W/D, Tosot Minisplits, Septic Disco, Garbage - Disposal, LED Mirror-2, 200A Panel 40 Circuit/ 39 Used Notes: Two Story House, Half Finished Basement Inspector Signature: - Date: July 26, 2023 S.Devlin-Cert Electrical Compliance Form Telcphonc(631)765-1802 Town HaU Annex ;. Fax(631)765-9502 54375 Main Road P.O.Box 11791 �• Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD JUL 1 4 2023 'nUn,D1NG DEPT. CERTIFICATIO-N Date: �C Building Permit No._ U ` 6 I Owner: ' /Ct 2 a1 (Please print) Plumber:. 4LC (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 1 day of 20 9��) CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County r Commission Expires April 14,2,� Notary Public, foaty ®� �O��OE SOOlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ f UNDATION 2ND [ ] INSULATION/CAULKING AMING /STRAPPING [ ] FINAL [. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: p1/ DATE 3 INSPECTOR OFSOUTyo� - # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 2� Z3 INSPECTOR OF 50plho� # # TOWN OF SOUTHOLD BUILDING DEPT. G � courmN�`' 631-765-1802 INSPECTI N [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND INSULATION/CAULKINC, [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: lv ` W�io -- . - I hl DATE INSPECTORqv 'I �aoe souryO TOWN OF SOUTHOLD BUILDING DEPT. u 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [vj FINAL [ ] 201-- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL MARKS: 1! S IV QyAl FA DATE INSPECTOR baa SOUTyo! l �� h� O * # TOWN OF SOUTHOLD BUILDING DEPT. `ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ,ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RENTAL REMARKS: DATE INSPECTOR DEC 2A ?CM2 ED N. J. MAZZAFERRO, P.E. BUILDING DEPT. PO Box 57, Greenport,N.Y. 11944 Tt mim nieni manl_n Phone - 516-457-5596 Consulting Engineer December 20, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Hazard 1465 Harbor Lane Cutchogue, N.Y. 11935 District-1000, Section-103, Block-02, Lot-1.1 Building Permit Number—48101 Inspection—Foundation Wall and Damp Proofing On December 13, 2022, I inspected the construction at the noted location. The inspection covered the completed foundation wall and damp proofing for the addition to the existing residential structure. The areas inspected included the foundation wall and damp proofing of the addition. The inspection was completed before backfilling. The inspection results are: Items inspected included foundation wall size, finish and damp proofing coating. The foundation work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. �A�E NFW YQ s Nicholas J. Mazzaferro, P.E. g 0 �2 Z� NO 05-1 A�OFESSIONP'� Rutu ECEO E N. J. MAZZAFERRO, P.E. BU1LDING DEPr PO Box 57, Greenport,N.Y. 11944 TOWNOFSOUIHOLD Phone - 516-457-5596 Consulting Engineer December 20, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Hazard 1465 Harbor Lane Cutchogue,N.Y. 11935 District-1000, Section-103, Block-02, Lot-1.1 Building Permit Number—48101 Inspection—Footing and Foundation On December 13, 2022, I verified the construction at the noted location. The inspection covered the footing and foundation for the addition to the existing residential structure. The areas inspected included the footing keyway, foundation walls forms and reinforcement of the addition to the existing house. The inspection was completed before backfilling. The inspection results are: Items inspected included footing keyway size and foundation wall size and reinforcement. The footing and foundation work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. 0 NEW Y P V � � z C Sr w Nicholas J. Mazzaferro, P.E. ICA ' y = Z�Fp *O 0599 �ta�� p�flFESS10�py ® 2 DECw Lo 2022 N. J. MAZZAFERRO, P.E. BUII"G° ^In PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer December 20, 2022 DesigLi, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Hazard 1465 Harbor Lane Cutchogue,N.Y. 11935 District-1000, Section-103, Block-02, Lot-1.1 Building Permit Number—48101 Inspection—Footing—Pier-Reinforcement On 12/5/22, I verified the construction at the noted location. The construction covered the footing and reinforcement for the addition to the existing residential structure. The areas inspected included the excavation, reinforcement, and footings for the addition to the house. The inspection was completed before backfilling. The results are: Items verified included footing depth, size and reinforcement,pier depth, size and reinforcement. The footing and pier work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. 5�P(E F IVE►y Y S M Nicholas J.Mazzaferro, P.E. - o SFO 4O 0511 pROFESS1010, k ° A Retrotec rCloud Quality Assurance Report Resnet 380 Sin o t Blower Door Test PASS Your Resul 1.43ACH5 (600.51 CFM50*60/25200fts) IiTarget<= ACH50 Test Information Test Name 1465 harborlane cutchogue Test Date 2023-06-30 07:21 AM (UTC-4) Export id LM4SXJTM Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989®gmail.com Building Information Address 1465 Harbor Ln City Cutchogue State NY Zip/postal Code 11935 .Country United States Year Constructed 2023 Elevation 16 ft Address Verified? Yes Building Latitude,Longitude 41.018846,-72.472622 GPS validation Latitude/Longitude:41,019372.-72.471893;Accuracy. 25 ft Estimated Distance From Address 209 ft Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 410076 Environmental Conditions Pre-test Indoor Temperature 72"F Pre-test Outdoor Temperature 70"F Wind Speed 0 MPH Average Barometric Pressure 101.325 kPa Test Dimensions Conditioned Floor Area 2800 ftz Volume 25200 ft3 1 sRetrotec rCloud Test Results Summary Test Type Resnet 380 Single Point Blower Door Test Time Averaging 10 seconds Air Changes Per Hour 1.430 Induced House Pressure -49.22 Pa Corrected Flow 545.92 CFM @ 50 Pa Adjusted Flow 600.51 CFM ®50 Pa Intercept 42.934 Slope 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline -0.28 Pa Depressurize Results Air changes at 50 Pa, n5o 1.2998/hr Air leakage rate at 50 Pa, q50 545.92 CFM Effective leakage area at 4 Pa, EfLA 4 30 in Specific effective leakage area (floor)at 4 Pa, ELAR 0.0107 inz/ft2 Normalized leakage area at 4 Pa,NLA 4 0.0141 Baseline Pressure,Initial Pa -0.6 -0.5 -0.4 -0.3 -0.3 -0.3 -0.2 -0.1 -0.1 0 Average baseline,initial AP of -0.28 AP oi- -0.31 AP oi+ 0 Baseline Duration 13 seconds Building pressure (Pa) -49.5 Induced pressure (Pa) -49.22 Fan Pressure[5000-B4] (Pa) 77.71 Total flow qr(CFM) 542.22 Measured flow qm (CFM) 543.23 Total flow through envelope,Clew(CFM) 541.19 Error 0.0% Correlation 1.0000 Confidence Limit 95% Intercept,Cenv 42.999 42.999 42.999 Intercept,CL 42.934 42.934 42.934 Slope,n 0.650 0.650 0.650 2 V r l Retrotec rCloud Compliance Verification 3.2.1. Fenestration.Exterior doors and windows are closed and latched. Confirmed 3.2.2.Attached garages. If blower door is installed between the house and the garage,in Confirmed which case the garage shall be opened to outside by opening at least one exterior garage door. 3.2.3. Crawlspace vents and hatches N/A 3.2.4.Attic doors and hatches Closed 3.2.5. Basement doors Closed 3.2.6. Interior doors.All doors between rooms inside the Conditioned Space Volume are Confirmed opened. 3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed 3.2.8. Combustion appliance flue gas vents are left in their as-found position. Confirmed 3.2.9. Fans Turned Off-Any fan or appliance capable of inducing airflow across the Confirmed building enclosure are turned off including,but not limited to,clothes dryers,attic fans, kitchen and bathroom exhaust fans,air handlers,ventilation fans used in a whole-house mechanical ventilation system (example a system intended to meet ASHRAE Standard 62.2),and crawlspace and attic ventilation fans.This requirement to turn fans off includes accessible fans in adjacent attached dwelling units. 3.2.10.1. Non-motorized dampers(example pressure-activated operable dampers and Confirmed fixed dampers),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volumes shall be left in their as-found positions.(example,a fixed damper in a duct supplying outdoor air for an intermittent ventilation system that utilizes the HVAC fan shall be left in its as-found position). 3.2.10.2. Motorized dampers that connect the conditioned space volume to the exterior Confirmed or to unconditioned spaces shall be placed in their closed positions and shall not be further sealed. 3.2.11.1. Non-dampered ventilation openings of intermittently operating local exhaust Confirmed ventilation systems(example bath fan and kitchen range fan),that connect the Conditioned Space Volume to the exterior orto Unconditioned Space Volume shall be left open. 3.2.11.2. Non-dampered ventilation openings of intermittently operating whole-house Confirmed ventilation systems,including HVAC fan-integrated outdoor air inlets,that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall not be sealed. 3.2.11.3. Non-dampered ventilation openings of continuously operating local exhaust Confirmed ventilation systems,(example bathroom or kitchen exhaust), that connect the Conditioned Space Volume to the exterior orto Unconditioned Space Volume shall be sealed,preferably at the exterior of the enclosure. 3.2.11.4. Non-dampered ventilation openings of continuously operating whole-house Confirmed ventilation systems that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed at the exterior of the enclosure where conditions allow. 3.2.11.5.All other Non-dampered intentional openings between Conditioned Space Confirmed Volume and the exterior or Unconditioned Space Volume shall be left open,(Informative Note: For example undampered combustion air or make-up air openings shall be left in their open position). 3.2.12.Whole-building fan louvers and shutters shall be closed.In addition,if there is a Confirmed seasonal cover present,it shall be installed. 3.2.13.The opening to the exterior of evaporative coolers shall be placed in its off Confirmed position. In addition,if there is a seasonal cover present,it shall be installed. 3.2.14. Operable window trickle-vents and through-the-wall vents shall be closed. Confirmed 3.2.15.Supply registers and return grilles are left in their as-found position and left Confirmed uncovered. 3.2.16. Plumbing drains with empty p-traps shall be sealed or filled with water. Confirmed 3.2.17.Vented combustion appliances shall remain off or in"pilot only°mode for the Confirmed duration of the test. 3 ' , f �► ; Retrotec rCloud 3.5.1.Are the results of the test to be used for conducting a home energy rating or Yes assessing compliance with a building enclosure leakage limit?(For example,defined by code or by an energy efficient program.) 4 Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Flow equation parameters -131 Units Used For Flow Parameters in Equation CFM Fan pressure (FP)is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced,and the room pressure is positive,fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP=jPrBj-PrA If PrA is less than 0 or fan is self-referencing: FP= PrB Flow calculations are not valid if fan pressure is less than either MF or(K2 x JRPJ) FP=fan pressure,RP=room pressure Range N K K1 K2 K3 K4 MF Open 0.4980 548.0000 0.0000 0.3000 0.0000 1 10 A 0.5020 287.0000 0.0000 0.4000 0.0000 1 20 B8 0.5400 113.2500 0.0000 0.7000 0.0000 1 40 flow= FP-RPxK1 °x(K+K3XFP)xK4 Range A B C D F G K2 MF B4 0.0000079426 -0.00864000 4.9000 206.00 -0.19 29 0.8000 40 B2 0.0000008800 -0.00290000 2.1500 90.00 0.10 30 1.0000 50 131 0.0000005000 -0.00128000 1.0200 54.00 0.00 30 1.0000 60 B74 0.0000007960 -0.00095010 0.5900 18.00 0.15 25 0.8000 35 B47 0.0000002690 -0.00035905 0.2435 12.05 0.09 25 1.0000 50 B29 0.0000001110 -0.00014900 0.0920 4.40 -0.02 25 0.6000 50 flow= AxFP3 + (BxFP2)+ CXFP)+ D+ G-RP xF 5 FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (IST) ------------------------------------ C FOUNDATION (2ND) v z 24%4 XW4 r�'�Po,-t. H ROUGH FRAMING& PLUMBING H w► --oev r INSULATION PER N.Y. VN v S fi D H STATE ENERGY CODE V-tk% I�y� c 3 FINAL Ib Y� nZoe uf\ ADDITIONAL COMMENTS 10 6I 5n -14 12e2 --1I-a2) " rn r G-� mX � o x r� x e ro H =o�gOfFOIK�OGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT H g Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® C \11I (:kj�I_ PERMIT N0. Building Inspector: MAR 0,3 201122 Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date:2-14-2022 OWNER(S)OF PROPERTY: Name:David & Barbara Hazard SCTM#1000-103-2-1 .1- Project 1000-103-2-1 .1Project Address:1465 Harbor Lane, Cutchogue Phone#:631- 5-4680 Email:davethedog@optonline.net Mailing Address: CONTACT PERSON: Name: Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name:Nick Mazzaferro, PE Mailing Address:Greenport, NY Phone#:516-457-5596 Email:nickmazzaferro.@yprizon.net CONTRACTOR INFORMATION: Name:accepting bids Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair F-1 Demolition Estimated Cost of Project: ❑Other $285,000.00 Will the lot be re-graded? ❑Yes ANo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property: �'; r, J� jc?2� Intended use of property: �i� Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? les ONO IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print nameh ] ,�,' /�4 z d ❑Authori ed Ag nt ET-Owner Sign ature of ApP licant: Date: 2- STATE OF NEW YORK) : COUNTY OF Su�S/Sm) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ��P-r (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this t d2Q —A— ry Public TRACEY L. D ER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 PROPERTY OWNER AUTHORIZATION QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2-"Cl— residing 0,2-"a— residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT !�. Town Hall Annex 5.4375 Main Road P. O. Box 1179 Southold,NY 11971-0959 +� 1 5-1802 Fax (631) 765-9502 https://www.southo.ldtownn:z.gov Date Received APPLICATION FOR BUILDING P RMIT ; For Office Use Only r' PERMIT NO. Building Inspector: 'APR 20 2021 Applications and forms must be filled out in their entirety."Incomplete,, applications'will not be accepted: Where.the Applic6nt is not the owner,an. Oinrner's Authorization farm=Page 2)shall'be completed: Date: April 18, 2021 OWNER(S)-OF PROPERTY: Name: David Hazard SCTM#1000- 103-2-1.1 Project Address: 1465 Harbor Lane, Cutchogue, N.Y. 11971 Phone#: 631-495-4680 Email: davethedog@optonline.net Mailing Address: 1465 harbor Lane, Cutchogue., N.Y. 11971 CONTACT PERSON:':.. ,. :'`. Name: Michael A. Kimack Mailing Address: P.O. Box. 1047, Southold, N.Y. 11971 Phone#: 516-65876807 Email: mkimack2@verizon.net pESiGN PROFESSIONAL. INFORMATION;, Name: Nancy Dwyer Mailing Address:53345 Rt. 25, Southold, N.Y. 11971 Phone#:631-739-4617 Email: CONTRACTOR"INFORMATION." Name: David Hazard Mailing Address: 1,465 Harbor lane, Cutcho.gue,, N.Y. 11971 Phone#:631-495-4680 Email:davethedog@pptonline.net DESCRIPTION Of PROPOSEO CONSTRUCTION ONew Structure ©Addition RAlteration ❑Repair ®Demolition Estimated Cost of Project: El Other Existing house alterations meets 50%value to be considered a demo $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes *No 1 PROPERTY;INFORMATION Existing use of property: Residential , Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 this property? ®Yes ONO IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/desigh professional is responsible for all drairiage avid storm water issues as provided by 'Chapter 236 of the Town Code. APPLICATION 1SAEREBY MADE to the'Building Department for the issuarnce 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,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 buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to'Section 210.45 of,the New York state Penal Law, Application Submitted By(print name): Michael A. Kimaek BAuthorized Agent ❑Owner Signature of Applicant: 'r.�f�� . . .Date: April 18, 2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Michael A. Kimaek being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 19th day of April 20 21 otary P .JANNUZZI NOTARY PUBLIC,STATE OF NEW YORK Registration No.02.lA6052585 Qualified in Suffolk County PROPERTY OWNER AUTHORIZATION Commission Expires February 13 2- (Where the applicant is not the owner) David Hazard residing at 1465 Harbor Lane CUtChOgue, N.Y. 11935 do hereby authorize Michael A. Kimack to apply on my behalf�Town of Southold Building Department for approval as described herein. fi- 14t April 18 2021 Owner's Signature Date David Hazard Print Owner's Name 2 Board of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) I, PAVI/d k 47ARP residing at /96-,5-l-�A lzOOR IAA14 (Print property owner's name) (Mailing Address) CU�"Cl•/D(L ItI� �l I3,'f' - do hereby authorize (Agent) �f/Cyi4L A. «J,Q CAG to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (Owner's Signature) ,DAVID PA24C D (Print Owner's Name) R _ �4 0 1{{'• '[p�.•r 1%°w. :�0 1•` 1'i" •n�i�iY`v •v'�. .^�`11 ii•/l ` �•``P'•/ - . aiQ ''0.•- •w '�:�^IWQTv'wdSl^•'Vflklf-0f°���AGF'''!95Qhl'l:•••fEFb:41'S4'7Q7P/919q'GG^YJt"PCb41fk1o.`u^!•*S••�"-'fmu°0:i'Atn'4lPSR'-4ldUS%S•R''�2'6�'S"@!6'!�`t[4'1!S'•.S`^A76'Snur4pe!^nuYF�r!^'!At^.'^Al@'•S'S'Vi"Je'lE�.��'n"UyyVlrmn•+Qtd•lLkFPA@,' a ` • BOARD OF SOUTHOLD TOWN TRUSTEES - SOUTHOLD,NEW PORK PERMIT NO. 10030 DATE: NOVEMBER 17,2021 � >G ISSUED TO: DAVID&BARBARA HAZARD P PROPERTY ADDRESS: 1465 HARBOR LANE,CUTCHOGUE SCTM#1000-103-2-1.1 AUTHORIZATION �• Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 17, 2021, 'y .;> and in consideration of application fee in the sum of$250.00 paid by David &Barbara Hazard and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: - ` Wetland Permit to demolish the existing single-family dwelling and reconstruct a new two- story,single family dwelling with a footprint of 1,522sq.ft.and a 1.388sq.ft.second floor; o, existing seaward side 576sq.ft• deck and stairs to remain; install a 60sq.ft. outside basement �.• a ry entrance; construct 122sq.ft.of covered porches;install two drywells to contain roof runoff; t construct a proposed 381x18' (684sq.ft.)built in pool surrounded by 186sq.ft.of 4' high pool enclosure fencing with gates; install a pool drywell for backwash; install a proposed 1,806sq.ft. patio around pool; construct a proposed 1,044sq.ft.detached garage with an attached covered o° patio; and as depicted on the site plan prepared by Nancy Dwyer dated May 15,2021,and stamped approved on November 17,2021; and the survey prepared by Nathan Taft Corwin,III "$ Land Surveyor,last dated May 22,2019,and stamped approved on November 17,2021. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 17th day of November,2021. •s gUIF01A. c . � $ co coal .� 1a lion 0,11 s ej aRGli+M1ii4glSadiS"iM1S1JSieSSiRi.:A�r7A7.fIlC7L'uSOVuiN'?SF+.4S'�G'riu8nrL7n^7w.X11'Lfd'�ti�i�.ri4rS7Si:P��rrT.SaLunvad6Yi.�'.\1e537�.E5H�'Ai�'iuuYS(fFWel-�i'•'lduM0.YS6u`M.vulSF•91u\A7461iu0niVC:lrJl�7mdr.?l•LTM.n:'b .NYuiG`` 0 ! �L•• �°�° I j0i. ° !� 1°i�.r' ':, .A l�: _ 3 .°••°06°dPi.. ,°fy" �P:r�''.. t. a e. DiSalvo, Diane From: DiSalvo, Diane Sent: Wednesday,June 21,2023 8:20 AM To: Verity, Mike Cc: Krupski, Nick, 'Lori Hulse' Subject: Hazard - 1465 Harbor Lane,Cutchogue Attachments: Hazard.pdf With regard to our Trustee Permit#10030(attached)and per the direction of Lori Hulse,this email is to advise you that the Trustees are acceptable with the Building Department issuing a Certificate of Occupancy for the house and pool portion of this permit. See Field Inspection sheet of Trustee Krupski attached dated 5/20/23. Mr. Hazard is in need of obtaining the CO for financing purposes. This office will issue our Certificate of Compliance once the entirety of the work under our Permit is completed. Thank You Din M pica Ivo Office Assistot so"Uiol d Toww Trustees P.O. SDA 1179 southol.d, NY 11971 i T Of F W Y 11.)R K •STA, D F.PA P f rz F N V I R i F"I'ATA L C i-i S r�:P,V A.*;, n.r. �'D LETTER OF NO JURISDICTION & NO PERMITNECESSARY October 8, 2020 David & Barbara Hazard 1465 Harbor Lane Cutchogue, NY 11935 Re: Application # 1-4738-04762/00001 Hazard Property, 1465 Harbor Lane, Cutchogue, NY 11935 SCTIVI # 1000-103-2-1.1 Dear Mr. and Mrs. Hazard; Based on the information you submitted, the Department of Environmental Conservation has determined that the property landward of the 10' elevation contour on the survey prepared by Nathan Taft Corwin 111, last revised 5/22/2019, is beyond Tidal Wetlands Act(Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661) no permit is required to conduct regulated activities landward of that contour. In addition, DEC has determined that the abandonment of the existing septic system within Article 25 jurisdiction is listed in the Tidal Wetlands Land Use Regulations (6 NYCRR Part 661.5) as an activity that is not regulated. Therefore, no permit is required under the Tidal Wetlands Act. Be advised, any additional work or modification to the project as described, may require DEC authorization. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. gely, Sue Ackei-man Regional Permit Administrator cc: Jeffrey Patanjo BIVIHP File FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 19, 2021 TO: Michael Kimack(Hazard) PO Box 1047 Cutchogue,NY 11935 Please take notice that your application dated May 19, 2021: For permit to: demolish and reconstruct a single-family dwelling at: Location of property: 1465 Harbor Lane, Cutchogue,NY County Tax Map No. 1000 - Section 103 Block 2 Lot 1_1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming 107,944 sq. ft. lot in the Residential R-80 District, is not permitted pursuant to the Bulk Schedule which requires a rearward setback of 75 feet. The site plan notes a rear yard setback of 40 feet 4 inches. Authoriz ign Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. c BOARD MEMBERS 0 SOU Southold Town Hall Leslie Kanes Weisman,Chairperson �0�� TifO`O 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. �Or• 54375 Main Road(at Youngs Avenue) Nicholas Planamento OlyCQO Southold,NY 11971 http://southoldtownny.gov RECEIVE® ZONING BOARD OF APPEAL 2-37��1 TOWN OF SOUTHOLD SEP 202021 Tel.(631)765-1809-Fax(631)765-906 Soul. ®!d Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION ^~ MEETING OF SEPTEMBER 16,2021 ZBA FILE: #7532 NAME OF APPLICANT: David Hazard PROPERTY LOCATION: 1465 Harbor Lane,(Adj.to East Creek/Eugene's Creek)Cutchogue,NY SCTM: #1000-103-2-1.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this applibation 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 June 23,2021,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 July 29, 2021. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. - PROPERTY FACTS/DESCRIPTION: The subject, conforming, irregular-shaped 107,944 square feet, 2.478 acre waterfront parcel measures 118.86 feet along Harbor Lane, then runs northeast 789.09 feet along a residentially developed lot to the north,then runs 19.75 feet,47.29 feet,54.30 feet south at the edge of marsh grasses along a tie line at the high water mark and continues south 21.28 feet, 16.06 feet, 10.46 feet and 40.22 feet along a wood`wall' bulkhead, establishing an irregular lot line at East Creek a.k.a. Eugene's Creek, and returns 679.02 feet along a residentially developed lot to the south. The parcel is improved with a one-story, single family dwelling with waterside wood deck,concrete walkways around the structure,a catwalk and floating dock and a gravel driveway as shown on the survey prepared by Nathan Taft Corwin III,Land Surveyor and revised May 22,2019. . BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-14 and the Building Inspector's May 19, 2021 Notice of Disapproval based on an application for a permit to demolish and construct a new single family dwelling; at; 1) located less than the code required minimum rear yard setback of 75 feet; located at: 1465 Harbor Lane,(Adj.to East Creek/Eugene's Creek)Cutchogue,NY. SCTM No. 1000-103-2-1.1. Page 2,September 16,2021 #7532,Hazard SCTM No. 1000-103-2-1.1 RELIEF REQUESTED: The applicant requests a variance for alterations and additions to a one-story,single-family residence,including the removal of the roof to allow for the development of a second story(technically classified as a demolition),with an existing rear-yard setback of 40.4 feet from the attached deck to the lot line at the wood`wall' bulkhead at East Creek a.k.a.Eugene's Creek where the code requires a minimum rear-yard setback of 75 feet. The proposed second story addition will measure approximately 42.2 feet by 31.9 feet with a ridge height of 32.8 feet. No expansion of number of bedrooms is proposed. ADDITIONAL INFORMATION: The applicant does not propose any disruption to the waterside wood deck,which will remain,however,proposes a second story addition to the residence which at its closest point illustrated on the survey included in the application is 55.5 feet from the northeast corner of the house to the wooden`wall' bulkhead at East Creek,where 75 feet is required by Code. While not subject of this application,the applicant proposes to construct a multi-car garage with additional storage space,a swimming pool and on-grade patio,all in a conforming front yard location,in conjunction with the alterations and additions to the house proposed herein.During the public hearing the applicant stated that they intended to finish the second floor of the accessory garage as a home office. The Board reminded the applicant's agent that a home office in an accessory structure is not a permitted use;furthermore,the Board requested that the garage interior stairs be replaced with a pull-down style folding stairs or that the stairs be relocated to an exterior location,to allow second Odor access to the storage area over the garage. Also,at this time,the applicant stated that 2 sheds,each measuring 8 feet by 12 feet,presently located in a non-conforming front yard location along the northeastern lot line(parking area),will be removed from the property once the garage is completed. They are currently used for storage. The applicant's agent indicated that a new,UA system was installed earlier this year. The applicant received prior relief under ZBA file #6997 dated January 5, 2017, allowing for the creation of a conforming two lot subdivision of lands originally associated with the subject residence. As part of the approval, ' Cbven ants and Restrictions,on both lots,were filed with the County Clerk's Office on March 8,2018 In the LWRP Coordinator's Memorandum dated July 29,2021,it is noted a permit was issued for a new,Suffolk County Board of Health I/A wastewater permit was issued in 2020 and that the "proposed build out meets Clause 16 of the filed Covenant and Restrictions". The subject parcel is covered by the following Certificates Of Occupancy: • Z-2790 dated August 8, 1967,covering an addition to a one-family dwelling • Z-4960"dated December 28, 1972,covering the construction of a private,one-family dwelling No evidence of a building permit or certificate of occupancy was shown to illustrate the building of the waterside deck,which at its closest point to the rear lot line is 40.4 feet. The applicant provided detailed plans for the site's redevelopment including a site-plan, elevations,and floor plans labeled page 1 through 8,stamped by Nicholas J.Mazzaferro,Licensed Professional Engineer and last revised May 15,2021. On September 8, 2021, in response to the Board's request during the public hearing, the applicant's designer submitted enlarged(more legible)plans (date stamped September 8,2021) illustrating various site dimensions and setbacks. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 2,2021 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: Page 3,September 16,2021 #7532,Hazard SCTM No. 1000-103-2-1.1 1. Town Law 4267-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 eastside of Harbor Lane and the northern tip of East Creek a.k.a. Eugene's Creek consists of waterfront homes on larger, private,wooded lots. Most of the area homes have been expanded upon and updated to reflect modern needs and taste,most of which are two-story residential structures. 2. Town Law 4267-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 existing residence,where the second story addition is to be built is located 55.5 feet from the wooden`wall'bulkhead at the lot line and the existing waterside deck is located at its closest point 40.4 feet from the same lot line,affirming an established rear-yard setback. It is not feasible to relocate the existing house in a conforming location in order to accommodate the alteration of the house from one to two stories. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 46.2%relief from the code. However, the structures exist, and the applicant does not propose any further encroachment or reduction in the rear-yard setback. Furthermore,the second floor addition proposed is located over the existing first floor,not the deck,which is located at its closest 55.5 feet from the rear lot line. 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 Law§267-b(3)(b)(S1. 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. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and additions including second floor living space 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 Planamento,seconded by Member Dantes,and duly carried, to GRANT the variance as applied for,and shown on the survey prepared by Nathan Taft Corwin III,Land Surveyor, and dated July 23,2018 and the site plan,elevations,and floor plans labeled pages 1 through 8,stamped by Nicholas J.Mazzaferro,Licensed Professional Engineer and last revised May 15,2021.(Date received September 16,202 1) SUBJECT TO THE FOLLOWING CONDITIONS: 1. Town of Southold Trustees approval for the proposed second story addition and other improvements to the site is required prior to the issuance of a building permit and commencement of any work. 2. Prior to the issuance of the Certificate of Occupancy on the residence,the applicant is to remove the two garden sheds from the property, or provide an updated survey, to the Zoning Board of Appeals, illustrating their placement in a conforming location. The Town of Southold Building Inspector is to verify their removal or compliant location prior to the issuance of the Certificate of Occupancy for the house. 3. The existing decking on the north and eastern sides of the residence is not to be enlarged or roofed over. The decking is to remain open to the sky. t Page 4,September 16,2021 #7532,Hazard SCTM No. 1000-103-2-1.1 Condition for Possible Demolition if applicable 1. Prior to receiving a building permit,the owner(s)of the subject property cited herein must sign a statement acknowledging: a.That the applicant(s)have read this determination and understand the limits of the variance relief granted herein; b. That the applicant(s)will immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code,' occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permit; c.That the applicants are aware that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV,Section 280-141 of the Town Code. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board ofAppeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy,when issued 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. 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, qnd may require a new application and public hearing before the Zoning Board_ofAppeals. Any deviation from the variance(s)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. In the event that this is an approval subject to conditions,the approval shall not be deemed effective until such time that the foregoing conditions are met;and failure to comply therewith will render this approval null and void. 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 CIerk,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),Dante, and Planamento(Members Acampora and Lehnert were Absent). This Resolution was duly adopted(3-0). Leslie Kanes Weisman, Chairperson Approved for filing 9 //7/2021 NOTE: Section 280-4 of the Town Code defines"Demolition"as any removal of a structure or portion thereof,where the total cost of the reconstruction of the structure or portion thereof exceeds 50%of the market value of the existing structure before the start of removal. �SUFFpj BUILDING DEPARTMENT- Electrical Inspector K =�0 COG�rc TOWN OF SOUTHOLD C= Town Hall Annex - 54375 Main Road - PO Box 1179 * ` Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 76579502 " rogerr(cDsoutholdtownny.gov - seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:; 3 23 23 Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: jj�2aM Address: 114 vbiy Cross Street: 01 Phone No.: Bldg.Permit#: F-Z) email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ONO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 F12F-] Frame M Pole Work done on Service? Y F1N Additional Information: PAYMENT DUE WITH APPLICATION C, o �2e tvs PERMIT # Address: Switches' �1 L. Outlets r - GFI' Surface I �$ r � Sconces HH's UC Lts Fans Fridge HW - Exhaust 5- Oven N//p L� J" Smokes f DW Mini / Carbon Micro 1 Generator Combo I Cooktop Transfer AH Hood Service \ Amps Have Used Special: �J ��n <, Comments aj Glenn Goldsmith,President ta�F SDU) Town Hall Annex c� 54375 Route 25' A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: Zo Z:3 INSPECTED BY: � LCh. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale line/silt boom/silt curtain 1St day of construction Y2 constructed X Projeetomplete, compliance inspection 1bl1,sG COMMENTS: r fROUle �S C'�l Pfd 1:/l Two l �11cor7� �1/e•Pr� C_ell-. C Ca# f'A/vjc, 'foo Ca4�1 jar,' IVS1 CERTIFICATE OF COMPLIANCE: 5"�"� hazard Re5ldenGe iqI IMti•hl"a. "°ea fcCCNcD 20$=.23.2 r �orl i:zezl NE:R'a% szo�I.aoal FINAL MAP reP,Y r,:nl of Ap fwlsl y REVIEWED BY ZBA 0 oa . . •� . �FT ue. Pna I�a�rR !ROJLCI Pfc[A5 PROF05m 2 STORY ADDITION U ON LANDWARD 5 DE OF HOUSE DAL • 95D sq.k.fFULL FIO NDFUICRA HION IJ INLAND —TIN.—As. IC<irgM1 • 13211 ft. n TE-0011DP 1— 1-1.1 POOL 11110E AROUND PATIO AREA, INE _ 122 sq k.POD:LIOI;O'CU•O;ED PCV,CHfS MINIMUM 4'-P TALL.GATES TO BE .\•- PAGC 55_ • 1044 s9ff NEW OET-111,GFP.H•E 5ELPCL091NGw/5AFCTYLATCHrS 51.T,PINGING'• '1 b� 1—OI1f.51OE M:EIxE1R V NRANCI iNyLl11 be xan a rou-<1 Pun 5emne war. • 604 aq I.IN GRWIID POO PRO'OSeD IN GROUAO POOL I 1 I[itryP • 116s 11.CkVDPJDGE PAVING STOVE COP"C' "'PING UNE O•100' xn•e w Gw•ee Pxa • 1690 sq k PATIO ARRA-CAINBRIDGI—110 5'ONF w'/l Y 5TOIIE COOPING•CAM JURI9DICITON! P Gum �m''m" 'rO1""I • 2B4 aq 11.YAL IO APIA Coll, V tlY G0.YAGL"I'LING PAVER PATIO SURP.OU sD xLi2O—ft • 2440 sq k.A£A CIICIOETp Pv FOOL SAPETY PE— PROPOSED GARAGE W' LaYM"y W D..rwA112.ao ATTACHED COVERED PA AT_EP DG�nwaeDAPeAS TPNIGIxD \Ny -- ..'I II SII•_ U C, 8 wen wAieR•snr r<.elrt Nine: UB\G �rrrj ! - •I II E, �x u[ICu STI 111-OWC6,TOwswu��e�9 e `P./eA9u RPvnloien� PxOPPRP�CTUII.N—AL DSNiOPxD ^r - __ _ r�V^ PROPOSED SECOND a Iv ver<inrto�,ILL / ro lor. II^" w•µ,^ Fl00RADORION TO ON 5rLT5GP[ENsnxu DCRr OVITwlCnxweINOTIEGFOOID.�D / cc// CXI9TING FOOTPRINT EIVNL M M—TO D—ELLs FOP ••. u 1ixvniJ //1 - AN" 'f�mmv P•r rJlx Orr mrrta.vHR. "I LP•"""- uerAss i plcA�uLcapieo wttnsTww xmaou iinrlmDil eornPreT�ion r Ivw..wcv �Yir ro O oar ell21Ga6mucllON rPA¢R�.R5[�PorxG 151vPP�iruP�W['ora a.xn fl `ivLR111-11PP1TO1-11 EOmGrB—mfl 5ne u�ru� 233 d� esslrwxr oen —11 nle wA .ro ranTMe wArez I LOT t �•r 3 r s Mem w .11.w eeo ONTO / 4PtE OF ME,yo /q J. IO NIDE ELECTRIC C\ 1 G EA50A[NT WTIDAL M� ETLAND O�F,C\. P•(6 /r !•lir':=co 4 Ll NE QUBV �. e, / O�`cc� pt6F op�r 05709, OPESSIOTTF•V RNEWPII Y _ Ca ylJ )yy y.Fyy y yrY y'yy1y.... I r [o �i •W RUNOFF NOTE: STORM V.ATER 4 SITE MANAGEMENT NOTES: PERSPECTIVE VIEW Gutter contmuou5ly around; — �` Leader I—t—as per BEFORE BEGINNING ANY CONSTRUCTION OR GLARING,A CONTINUOUS uMi Installer-all leaden drain to LINE OF:ALT SCREEN FENCING 15 TO BE STAKED AND INSTALLED AT THE z a.D• D 4"0 PVC LIMIT OF CLEARIIJG UNE SHOWN. THE FENCING 15 TO BE MAINTAINED,REPAIRED 36•MINIMUM 2.2 Y pIERCE ROA ROOF RUNOFF CALCULATIONS; AREAS/PEE PERMANENTLYED VD TO ENSURE PROPER FUNCTION,UNTIL ALL DISTURBED INCE POST o$ WOVEN VARE FENCE 1549 x. 67 x 7.5= 1940 gallons of runoff (6.6- Iol 10 wAT) °t u Q(1)I'-O'x&-O'0 capaoty=300 gallons SILT SCREEN SHALL BE RECE55ED BY TRENCHING 6°INTO THE GROUND. 1940,1300=6.5 F LTER CLOTH Runoff Containment Requ-s: ALL CUTTERS 4 LEADERS 5HALL BE TRENCHED TO DKYWELL5 FOR b RUN OFF CONTAINMENT. (1)V-O'deep x 5'-0 °0 ring OR equal slope $ (provides 2400 total capaoty) ALL AREAS OF SOIL DISTURBANCE TO BE SEEDED WITH AN APPROPRIATE GARAGE RUNOFF CALCULATIONS: PEP.ENNW.GRA55 4 MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION EMBED F—K CLOTH N4D 1332 x.167 x 7.5-1668 gallons of runoff OF THE CON5TRUCTION PROJECT. IF SEEDING 15 IMPRACTICAL DUE TO THE MIN.6•INTO GROUND _� 1 TIME OF YEAR,TEMPORARY MULCH SHALL BE APPLIED UNTIL SEASON CHANGE. I (I)I'-0'x 8'-0°0 capacity=300 gallons ,�. 1668/300 ri 5.6 Runoff Containment Rectwreso • CONSTRUCTION ACCESS AP.EAS TO BE RAISED SUFFICIENTLY AT THEIR SITE NOTE: (1)5-0°deep x647 0 nng ACCE55 POINTS Off THE EXISTING ROADS,TO PREVENT PUN OFF OF WATER, M IMUM DRAINAGE AREA rovi (pdes 1 500 total capacity) DEBRIS AND SEDIMENT FROM B`_ING DISCHARGED ONTO THE ROAD. 112 ACRE/I OO LINEAR FEET SECTION DETAIL ue SILT FENCE DETAILS-NT5 ONE STORY SINGLE FAMILY O9 0 SURVEY OF LOT 1 RESIDENCE 4 BEDROOMS MAP OF ( ) Ste\ TIDAL S 35°16'26" E F.F. ELEV. 13.5 tp_ / WETLAND 19.75' ,094 SF EAST CREEK ESTATES PARTIAL FINISHED IBA EMENT 1,094 SF �\\ ' INE 3 I , o GROSS FLOOR AREA 2,188 SF s\\ /'� I I I � ,�� FILE No. 12120 FILED MAY 16, 2018 I � ary CUTCHOGUE TOWN OF SOUTHOLD f/� / I S 03°0422 E K W --I / / I 54.30' W lx SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 103-02-1 .1 o���LP ER /,' ,__- ` `— ,� A iDOCK QVO�\G 1� W CHIMNEY w -_jC� DATUM — NAVD88 /�\ C/E 3Q S 07°x0'13" W w TOTAL LOT AREA = 107,944 SFB C_ 21.28' w �EWP'f CLEANOUT / / S 30°36'26" W { OR WALK 16.06' 8=24.3 S 38°45'55" W C=24.5, 3Q 10.46' / W n B=61 _ CONTROLaa S 18"11'38" W (5) 8'0 x 3' PANEL �o ao.22' aCJ EFF. DEPTH B=41' LEACHING POOLS E i s �aQ �un Q I �� HYDRO ACTION AN500 10' WIDE TIDAL TREATMENT UNIT TEST 1 V`NP��R ��/ ELEV HO6.0� -/-' �� EASEMENT %o/ELECTRIC WETLAND SIlk ER / G LOT AREA -�=�/- �� 107,944 SF %� \\OR 2.478 AC.,, S o O� �— �,,� oR ,/' �� / A B T SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES R 2 0 101 APPROVAL OF CONSTRUCTED WORKS FOR '��• 20 �, -'LOT 2 ASINGLE FAMILY RESIDENCE TEST HOLE DATA \� DRtvEVygyMcDONALD GEOSCIENCE Date 1/20/21 H.S. Ref. No._ a-20-1013 JANUARY 17, 2017 ELEV. = 6.0 The sewage disposal and water supply facilities at this location have been 520 I inspected and/or certified by this Department or other agencies and found 2.0' MIXED SAND & LOAM (OL) to be satisfactory FORA MAXIMUM OF _4 BEDROOMS. ��� IERCE 6AD 2.9' BROWN CLAYEY SAND (SC) _ CRAIG KNEPPER, P.E.,CHIEF P GROUNDWATER 1.1' WATER IN BROWN CLAYEY Office of Wastewater Management ELEV. = 1.1 SAND (SC) HIGHEST EXPECTED = 1.8 170' OFN gwr0, DANIEL R. FALASCO , P .E ° , P . C . 1 1.0' WATER IN BROWN FI � �' �� TO MEDIUM SAND (S > o� `o CONSULTING ENGINEER cl:: 94 STEUBEN BLVD., NESCONSET, NY 11767 (516) 317-7209 ��FOp/V. 05699����' DATE: SCALE DRAWING NO. TEST HOLE DATA FESS10\�P 11-27-20 1"=60' 1 OF 2 'N.T.S. L+9 .D ONE STORY SINGLE FAMILY o9' SURVEY OF LOT 1 RESIDENCE 4 BEDROOMS s\ I89'- MAP OF ( ) \ TIDAL S 319.756" E F.F. "ECFV. 13.5 10_ � 19.75' F.F. 1,094 SF ` �\ \'LINE ND EAST CREEK ESTATES PARTIAL FINISHED BASEMENT 1,094 SF FILE No. 12120 FILED MAY 16, 2018 GROSS FLOOR AREA 2,188 SF SITUATE115 CUTCHOGUE i TOWN OF SOUTHOLD j,-/� i 1 S 03'04 22 E 5430' SUFFOLK COUNTY, NEW YORK _ \ ;" S.C. TAX No. 1000-103-02- 1 . 1 ���\ SER ,'� __-'�`-- A U DOCK 1'./� LU CHIMNEY DATUM — NAVD88 P /�\ a G/E �Q S 07°50'13" w W TOTAL LOT AREA = 107,944 SF Ilk B 21.28' w NEWNY CLEANOUT / S 30°36'26" W OR WALK 16.06' B=24.3' S 38°45'55" W y A=8g' C=24.5' 10.46' \ B=61'— CONTROL,° S 18°11'38" W (5) 8'0 x 3' PANEL 30 40.22' EFF. DEPTH 6 7415 wY LEACHING POOLS E � HYDRO ACTION AN500 10' WIDETEST HOLE* \\`_�''� `�'�ELECTRIC -��WETLAND TIDAL TREATMENT UNIT �i Q�LL�p\E ELEV = 6.0 ' �,S \ EASEMENT LINE ,,, Zy `•j / -`` /-=J!=/� CJS Q `��\ LOT AREA 107,944 SF _�___ _ ,� ,' � �\\OR 2.478 AC. '� .� ,�-��- ,/ O ., \_ ORNEWN - \, , AS B U T �—' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES R 2 0 101 APPROVAL OF CONSTRUCTED WORKS FOR �� 2p ap -/OT/- ASINGLE FAMILY RESIDENCE TEST HOLE DATA T \� DRIVEWAY McDONALD GEOSCIENCE Date �izoizi H.S. Ref No. R-20-1013 _ �- W' JANUARY 17, 2017 ELEV. = 6.0 The sewage disposal and water supply facilities at this location have been _ inspected and/or certified by this Department or other agencies and found ?D 2.0' MIXED SAND & LOAM (OL) to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. i IERCE READ 2.9' BROWN CLAYEY SAND (SC) P CRAIG KNEPPER, P.E.,CHIEF GROUNDWATEROffice of Wastewater Management ELEV. = 1.1 1.1' WATER IN BROWN CLAYEY HIGHEST EXPECTED = 1.8 SAND (SC) 17.0' OF NEW �' Fg4y0 DANIEL R. F'ALASCO , P . E . , P . C . JUL 2 1 2023 11.0' WATER IN BROWN FI 9S' TO MEDIUM SAND (S ) CONSULTING ENGINEER BURRING DEFT. � 94 STEUBEN BLVD., NESCONSET, NY 11767 TO«'� I'�'�I�'�, '1, �'� (516) 317-7209 • RO. 056g9 ��� DATE: SCALE DRAWING N0. TEST HOLE DATA FESSIO)0 11-27-20 1"=60' 1 OF 2 N.T.S. SURVEY OF LOT 1 METES AND BOUNDS TEST HOLE DATA 25' WIDE RIGHT OF WAY METES AND BOUNDS MAP OF ELECTRIC EASEMENT (ZEST HOLE DUG EY k4cDONALD GEOSCIENCE ON JANUARY 17, 2017) ,� ® N 25'15'00" W 25.20' + EAST CREEK ESTATES ® N 71.54'19" E 153.39' ® N °2''8'1'" E 30.15' e'0 M0. •'S?6', ® N 17-54-18- E 45.85' MIXED SAND do LOAM O9 1 a9• \ FILE No. 12120 FILED MAY 16, 2018 © R=50.00 =47.47 © N 08.11'24" W 73.96' BROWN CLAYEY SAND SC F ® N 17'30'33" E 112.75' ® N 29.11'25" W 40.52' EL .1 4.9' 1 SIT UA TE ® N 67'46'00" E 32.51' WATER IN . BROWN CLAYEY SAND SC 3 ® N 71-54'19- E 10.19 s. W CUTCHOGUE S 17'30'33" W 133.54' ® S 29.11'25" E 40.21' �'AL ® R=75.00' =71.20' © S 08'11'24" E 78.13, BROWNWATER FINE TO MEDIUM SAND SP 8 �C N ® S 71'54'19" W 35.41' " \ WN OF SOUTHOLD m S 82.51'38" E 16.18' ® S 17'54'18" W 46.80' No \ \\ 20' N�• SUFFOLK COUNTY, NEW YORK m S 07.08'22" W 25.00' ° S or,8 "„ w 25.3-j \ \� C, S.C. TAX No. 1000- 103-02- 1 . 1 ® N 82.51'38" W 68.22' o s 73'35 3o w 10.56 \\\�,�K \\� �� „E"E K -�y� SCALE S 71'54'19" W 56.20' \w \� \ NIGH wA,� J E 1 40 ® N 71'54'19" E 58.64' \� \\ 1� \\ ' � S 03'04'22" E POOL � 36.5' 54.30 N= JULY 23, 2018 � \ P _ z MAY 22, 2019 MAP FOR LOT 1 p/F' S $ \o HEATERN 26 �{ DECEMBER 13, 2022 FOUNDATION LOCATION CERTIFIED T0: 11�Tp� 8 \ FlP L�.1 " �• 273 ss_o - �DE `NG SEPTEMBER 7, 2023 UPDATE SURVEY DAVID HAZARD L s� L " '- '" ° METAL a � n�(//'j{ � �ENgy E Ev. CHARGER '�• � _ � � �s.s' � :��. •4 � TOTAL LOT AREA = 107,944 sq. ft. BARBARA HAZARDS \ \ / I G I'� • • ;•, A N.G• N0VkmQ3 o iRAva MARHl y � MASG2.478 ac. RASS F tr�^v DRIVEWAY RIGHT OF WAY = 8,357 s ft. h PALE q• ",: ,3.e STEPS S 07'50'13" W rlJ 0.192 ac. - SEP 1 9 2023 .• z3.,' 210'1 WETLANDS = 1,219 sq. ft. ce+'' • RooF ovER "" ; WOOD POPRCH s^ S 30'36'26" W rV 0.028 ac. Ll.�if,T3 x'Z?1''I•. G� "• : , rV ` -, 368 s ft. m, �. �- : 's!^ .a1.� .4 + ` ' PL4sE& 16.06 K LOT AREA LESS WETLANDS = 98, q. •;� :, of m S 38'45'55" W & DRIVEWAY RIGHT OF WAY 2.258 ac. _ MOROO ACTION = 10.46 i'` '�'• (S) LEACHING TREATMENT UNrr NOTES:1. ZONING USE DISTRICT: R-80 R LOT 1 P00� H a� S 18'11 '38" W 2. LOT CLEARING AREA = 27,600 sq. ft. or { :. . .'.• a 40.22 25% OF UPLAND LOT AREA. zp . . o�� , ':• ' . , FLAG, Q ;A : 2 rolg•0 FLAG f2 / S O�F I I D N iVp '• � vo,o " '• FTAc � J. CpCpNSI ^v a ; . / � UD A ` 1L g 6l Aq �:`• N@0O of s•� I z I '`\ .-�� +: a ,►� a,s I 1 C7 Fri \ �/ + LOT 2 Po _may -��" w. �• ' ' '�Y ' a � ,• ®� rn Q , f25' _ RIGHT11OF µTAY V� 93 9A 'L',c C1 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Z BY THE LIALS.L S. ANDBY�APpRp .3&D ADOPTED FTf°TLESASSOCunOk C F NE / � LAND W e� o a �� Q� ••�PfT C� '9 i 4 — t CrSO ... r 0 • 1, *-...0504b ••'QJ `� L A N O•S �''/1111111t�� N.Y.S. Lim. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF N�VpN• SECTIOION209 OF THE NEW YORK STATE EDUCATH 1'5225° COPIES OF THIS SURVEY MAP NOT BEARING Nathan Taft Corwin III THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: StanleyJ. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In a no L S. LENDING INSTITUTION LISTED HEREON, AND P 9 9 Ir TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 g,v THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 1 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 39-139B 51TE PLAN SCALE: 1'-0" .0 N 5CTM: 1000-103-2-1 . 1 z Ln Q Information taken from survey prepared by -E N Nathan Taft Corwin, Land Surveyor, Jamesport U) Q un z $ site prepared by Daniel Fala5co, PE, PC Consulting Engineer, Ne5con5et, NY Aguebogue, New York dated May 22, 201 9 � Sept. 23, 2020 updated 1 1-27-20 f. SCHD GREEN STAMP 1-20-2 1 z W d LL PROPERTY AREAS: o ro Existing Lot Area: 107,944 5q.ft. Existing House: 1042 scl.ft. Existing Deck: G25 5q.ft. Proposed Addition: 480 5cl.ft (with porches) New 2nd fir.: 1 388 scl.ft. New Garage: 1044 561.ft. New Covered Patio: 288 5cl.f.t New Masonry Pato: 1690 C[,ft. PROJECT AREAS: PROP05ED 2 STORY ADDITION -- Pool � Couping: 800 sq.ft. � 'TIDAL TOTAL NEW AREAS: 4690 5q.ft. • 358 5q.ft. FIR5T FLOOR ADDITION TO HOUSE ON LANDWARD SIDE OF HOUSE WETLAND EXISTING AREAS: I GG7 5q.ft. • 1388 5q.ft. FULL SECOND FLOOR ADDITION / LINE POOL FENCE AROUND PATIO AREA, � . • 122 sq.ft. ADDITION OF COVERED PORCHES TOTAL LOT COVERAGE: 5.9% MINIMUM 4'-0" TALL. GATES TO BE • 1044 5q.ft. NEW DETACHED GARAGE 51 LT FENCING • 60 5q.ft. OUTSIDE BASEMENT ENTRANCE 5ELF CLOSING w/ SAFETY LATCHES Area of Construction Includes: q• _ Landward Addition to douse t Full Second Floor. • G84 s ft. IN GROUND POOL i New Front Entry Porch • 116 s qft. CAMBRIDGE PAVING PROPOSED IN GROUND POOL NG STONE COPING - .� LINE.OF 100' x New Detached Gara e w q' w/ 12 STONE LOUPING CAMBRIDG JUR15DICITON m s- g / Covered Patio • I G90 s ft. PATIO AREA - CAMBRIDGE PAVING STONE x \ "lots. "� N New Pool w/Couping +f Masonry Patio Surround q" PAVER PATIO SURROUND Y Extent of Construction: 6500 5q.ft. • 288 sq.ft. PATIO AREA COVERED BY GARAGE ROOF LINE _ • 2440 5q.ft, AREA ENCL05ED BY POOL 5AFETY FENCE PROPOSED GARAGE wi Extent of Land Disturbance: q x. EX15 ING D CK ATTACHED COVERED PAT x h \ / r>F,rlc.\cor;r;tcT_ i TO R MAIN s- 12.000 sa.ft.+/- Including: TC ' nFC,I O v, Structure, excavating, septic, utilities, etc. _ 777 - EXISTING *TO BE CONTAINED BEHIND SILT FENCING DOCK- r�urfec . ':° 7 AT LOWER CONTOURED AREAS w`Cj _ „ i+f _ = C) �\~ cnA, VV J j li O STORM WATER SITE MANAGEMENT NOTES: 0 �G �\���O�NGjj.jr S(ORY rY i LQ • BEFORE BEGINNING ANY CONSTRUCTION OR CLEARING, A CONTINUOUS LINE OF SILT SCREEN FENCING IS TO BE STAKED AND INSTALLED AT THE �/" NEW STONE WALL___.. 1 1� ' �? •+ _ LIMIT OF CLEARING LINE SHOWN. THE FENCING IS TO BE MAINTAINED, REPAIRED TIED INTO EXISTING - :.'?•_. NEU COVEf� 3 Z "`11 (f) L / ------_-�, `-E rrF:.Y FOR PROPOSED SECOND z U' / or REPLACED AS NEEDED TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED ` °"' - - AREAS ARE PERMANENTLY VEGETATED. ./ IN, res V+N _ 1 V ALTI VAY �/ To° e� h \ — FLOOR ADDITION TO 0 ry (n o r` FX15TING FOOTPRINT �, Q 0 • SILT SCREEN SHALL BE RECESSED BY TRENCHING G" INTO THE GROUND. � \1 �� �EXI ING z p � 17— (5) (�) 8'O 3' ---`�_ 5T 'S Q /� O Q Q EFF. DE 11 �"`---.+"-� 'EN .Y Z • ALL GUTTERS t LEADERS SHALL BE TRENCHED TO DRYWELLS FOR RE-ROUTE WATER LEACIIIN �•` 7„ X o to a- RUN OFF CONTAINMENT. LINE TO`I10USE —1 EXISTING DRWEWAY; 5\ � `�.... CONTROL PA EL _ EXTEND TO MEET v .x 0 NEW GARAGE CLEANOUT O O E— 0 • ALL AREAS OF SOIL DISTURBANCE TO BE SEEDED WITH AN APPROPRIATE - �O Q PERENNIAL GRASS f- MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION 5'-(7 MIN. TO ELEC d- CL- Of L OF THE CONSTRUCTION PROJECT. IF SEEDING IS IMPRACTICAL DUE TO THE PROPERTY LINE --t1YDR0 ACTION AN O LLJ x TREATr;iFt.1 UNIT�v/ NTEGP.AL... � � J TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED UNTIL SEASON CHANGE, m x x x °Na T$ 0rdTROL PANEL; • CONSTRUCTION A A F H x E>'I :WING SANITA�;Y .TEM =W Q CCE55 REAS TO BE RAISED SUFFICIENTLY ENTLY ATT THEIR SITE x X /" AI3,4NDOr.IF;D-k3f�CN II STALL C�dQ ACCESS POINTS OFF THE EXISTING ROADS, TO PREVENT RUN OFF OF WATER, LOT 1 DEBRIS AND SEDIMENT FROM BEING DISCHARGED ONTO THE ROAD. / l FGJ0' kill � 10'' WIDE� ELECTRIC TIDAL TEST EA EMENT t10LE..............._____..._._ �,., D W ETLAN ELEV = G.O `SII LINE s. o' G � 6 • G y e _ 151-011 MAX. C. to C. `. Q) 1 DR GRAr�F i i LL m i .. _. LL .41 z _ N �. ------------- ` - Uj I _l.. W j ( V LURUNOFF NOTE: STORM WATER SITE MANAGEMENT NOTES: PER5PECTIVE VIEW \' Gutters continuously around; k' ~" • BEFORE BEGINNING ANY CONSTRUCTION OR CLEARING A CONTINUOUS Leader locations as per LINE OF SILT SCREEN FENCING IS TO BE STAKED AND INSTALLED AT THE LU • D Installer - all leaders drain to 36" MINIMUM 2 x 2 z QA 4" PVC Alpe to new drywells. LIMIT OF CLEARING LINE SHOWN. THE FENCING IS TO BE MAINTAINED, REPAIRED FENCE POST 0 E R' / or REPLACED AS NEEDED TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBEDL m R'C AREAS ARE PERMANENTLY VEGETATED. o m pZ� ROOF RUNOFF CALCULATIONS: WOVEN WIRE FENCE 1 549 x . I G7 x 7.5 = 1 940 gallons of runoff ' • SILT SCREEN SHALL BE RECESSED BY TRENCHING G" INTO THE GROUND. (G X G - 10 / 10 WWF) LLQ o @ ( 1 ) 1 '-0" x 8-0 0 capacity = 300 cjallon5 _ z 19401300 = G.5 FILTER CLOTH • ALL GUTTERS * LEADERS SHALL BE TRENCHED TO DRYWELLS FOR 0 Runoff Containment Rectuire5: N v ( I ) 8'-0"deep x 8'-0" O ring OR equal RUN OFF CONTAINMENT. S/"�P� Q (provides 2400 total capacity) z • ALL AREAS OF SOIL DISTURBANCE TO BE SEEDED WITH AN APPROPRIATE GARAGE RUNOFF CALCULATIONS: PERENNIAL GRASS * MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION EMBED FILTER CLOTH God 1 332 x . I G7 x 7.5 = I GG8 gallons of runoff OF THE CONSTRUCTION PROJECT. IF SEEDING IS IMPRACTICAL DUE TO THE MIN. G" INTO GROUND z @ ( 1 ) 1 '-0" x 8'-0" 0 capacity = 300 qjallon5 TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED UNTIL SEASON CHANGE. GG8 / 300 = 5.G Runoff Containment Requires: • CONSTRUCTION ACCESS AREAS TO BE RAISED SUFFICIENTLY AT THEIR SITE NOTE: ( 1 ) 5-0"deep x 8'-0" O ring ACCESS POINTS OFF THE EXISTING ROADS, TO PREVENT RUN OFF OF WATER, MAXIMUM DRAINAGE AREA (provlde5 1 500 total capacity) DEBRIS AND SEDIMENT FROM BEING DISCHARGED ONTO THE ROAD. 1/2 ACRE / 100 LINEAR FEET 5ECT1 ON DETAIL PAGE: 51 LT FENCE DETAI L5 — NTS LINA UT HORIZED ALTERATION OR ACDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW ' SITE PLAN _ hazard fie s i d e n c e -} SCTV ,000-103-2-1.' Iriorma:cn[T<cn 1•cr si.vry preoarec by - tJe—r Til[Co n,Wncevc y [_prepa•ea blUawel?a ve�c'FE"',. Cr.,s�lcmq Erq•nee-.Nescorse[.NY Ac,�ebo l�'e.New Y-.re1 a[ed N+ 22.209 Swept.23 2C20 ucda:cd I-27-20 S$CHD:SEN 5'ANIP 20It � PROPERTY AREA5: Eris[ca,Lo[Arrv. 107 944 sc;h. ISA Pp - E.tcu,Hav>e: I042 sq`= Eristne,Deck: 6_5 F1 h ROVA P•c.o;ed Ada't•on: 4ao sc.m L" (e°itn porcM1rsi Nry 2M Flr 14 IINJJeee.wvv . 04 1,;',, —zrzc Pa. 266s * wor.y P�o IG901.(h. PROJECT AREAS: PROPOSED 2 STORY ADDITION - Poo1•C.""q aoo sq.it. TIDAL TOTAL IJEW AREAS. 4690 sq.it. • 358 sq.ft.FIRST FLOOR ADDITION TO HOUSE ON LANDWARD SIDE OF HOUSE /D WETLAND Ex1jnNG AREAS: 1667 sq.rc. 1388 j it. FULL ON Of C FLOOR ADDITION POOL FENCE AROUND PATIO AREA. INE TOTAL LOT COVERAGE: 5.9'.b • 122 s P.ADDITION OF COVERED PORCHES • 1044 sq.fc.NEW DETACHED GARAGE MINIMUM 4'-0"TALL.GATES TO 3 /'S\ 51L,FENCING J!v A-ea c C.,s:n:et,en;nd"ues. • Go sq.ft.OUTSIDE BASEMENT ENTRANCE SELF CLOSING w9 SAFETY LATCHES I sdwaro Aoda'or :—I—a Fun 5econc Foot 684 tqJ,IN GROUND POOL PROPOSED IN GROUND POOL UNEIOF 100' � New F:o:t Erny P—h • I I G s,I.ft.CAMBRIDGE PAVING STONE COPING w/12"STONE COUPING b CAMBRID I m Ncv Decacred Garage ed Cove-ed Fxt•c • JUR15DICITON LL N I G30 sq.`c.PATIO AREA-CAMBRIDGE PAVING STONE PAVER PATIO SURROUND I I c rte, Nevv Pool w/Gocp ro a LSasocry Pa:0 5v^rooac 288 s ft.PATIO AREA COVERED BY GARAGE ROOF LINE /s .� 'Y = c Y ute,!ct Co,s:rvctron: 6500 sq.:. q' 2440 sq.k.AREA ENCLOSED BY POOL SAFETY FENCE PROPOSED GARAGE[v/ i5 Iw D.GK ^V Event c Lard D'stvrhanec: ATTACHED COVERED PAT / �, rr ceunEas / i R wAm 'Y 9 ; 12,000-I[.+/- c`� - T..`%,n.':DE K / mcmnlnq: w S[•vetore.e,ravatmg,seltc,vnnnes.c[c. ` U .a = =O N 'TO BE CON7AINED BEHIND 510TFENCING O`g,VV�`LV,Pj�R DOC, AT LOWER CONTOURED AREA5 G r� w 4 tD V O / ` ""LG STORM WATER s jITE MANAGEMENT NOTES: O oly RE BEFOBEGINNING ANY CONSTRUCTION OR CLEARING,A CONTINUOUS e G`?t� '•{ Q,' W LINE OF SILT 5CP.EEN FENCING 15 TO BE STAGED AND INSTALLED AT THE / NEWS ON IYALL ... _ LIMIT OF CLEARING LINE 5HOWN.THE FENCING 15 To BE MAINTAINED,REPAIRED TIED I i0 GTMG NEW COVEP _ eNrer Poc FLPROPOSEDRASECOND TO Z C9 S/or REPLACED AS NEEDED TO EIJSURE PROPER FUNCTION.UNTIL ALL DISTURBED -- � y 4, AREAS ARE PERMANENTLY VEGETATED 'h I'1 FLOOR ADDITION TO G_ EXISTING FOOTPRINT Q O • 51LT 5CREEN 5HALL BE RECE55E0 BY TRENCHING 6"INTO THE GROUND. /' (5)Erld0 3' i 5 t o ~ RE_:.OU N"^TEP. • IFAC N ' E Y O Q(n ALL GUTTERS S LEADERS 5NALL BE TRENCHED TO DRYWEN5 FOR LINF T GuSE w t F HGE CGNTR PAI EL s Z y} RUN OFF CONTAINMENT. E ENIJG AY; _ UJ Q J PTEND TG NEST ALL AREA5 OF 501L DISTURBANCE TO BE SEEDED WITH AN APPROPRIATE NEW G.AP.AGE CL&V OUT U O O PERENNIAL GRA55 t MULCHED WITH 5TRAW IMMEDIATELY UPON COMPLETION 5' LIN To EIEC YGRO gCr10N 0 W Q OF THE CON5TRUCTION PROJECT. IF SEEDING 15 IMPRACTICAL DUE TO THE ROPERtt UNE TREATMENT UN w'MEG J TIME OF YEAR,TEMPORARY MULCH 5HALL BE APPI-EO UNTIL 5EA50N CHANGE. VENT S CONTR E%ISTINGs NITARY- CON5TRUCTION ACCE55 AREA5 TO BE RAISED 5UFFICIENTLY AT THEIR SITE ABANDON N INSTALL L ACCESS POINTS OFF TIE EXISTING ROAD5,TO PREVENT RUN OFF OF WATER, LOT 1 DEBR15 AND SEDIMENT FROM BEING 015CHARGED ONTO THE R04). 10'WIDE ELECTRIC TIDAL / no EASEMENT WETLAND xEGE G� EIEv=o.o s , LINE,illlc 2 N 6l. vv Is. \ PER f / PV0 O \ QRNG•` GRADE O LOT 2 F -�, RUNOFF NOTE: STORM WATER 4 SITE MANAGEMENT NOTES: PERSPECTIVE VIEW -?0Gutters contmuou5ly around; BEFORE BEGINNING ANY CONSTRUCTION OR CLEARING,A CONTINUOUS Y \ Q Leader aller-all ea a5 per � p LINE OF SILT SCREEN FENCING IS TO BE STAKED AND INSTALLED AT THE w Installer-all leaders drain to 36° MINIMUM 2 x 2 �Q D LIMIT OF CLEARING LINE SHOWN. THE FENCING 15 TO BE MAINTAINED,REPAIRED Qla 4"O PVC Alpe to new drywells. FENCE Po5T C� R4/or REPLACED AS NEEDED TO ENSURE PROPER FUNCTION,UNTIL ALL DISTURBED w LER ROOF RUNOFF CALCULATIONS: AREAS ARE PERMANENTLY VEGETATED. P WOVEN WIRE FENCE 1 549 x.I G7 x 7.5 = 1940 gallons of runoff (6 x 6 - 10!I D WWF) w { @(1) 1'-0"x 8'-0"0 capacity=300 gallons SILT SGREEN SHALL BE RECESSED BY TRENCHING 6"INTO THE GROUND. _z 1940/300= G.5 FILTER CLOTH C Runoff Containment Requires: • ALL GUTTERS 4 LEADERS SHALL BE TRENCHED TO DRYWELL5 FOR o > (1)8'-O"deep x 8'-0"O ring OR equal RUN OFF CONTAINMENT. S/OPF N Q a (provides 2400 total capacity) Z ALL AREAS OF SOIL DISTURBANCE TO BE SEEDED WITH AN APPROPRIATE GARAGE RUNOFF CALCULATIONS: PERENNIAL GRASS 4 MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION EMBED FILTER CLOTH G�OE 1332 x.I G7 x 7.5 = I GG8 gallons of runoff OF THE CONSTRUCTION PROJECT. IF SEEDING 15 IMPRACTICAL DUE TO THE MIN. G" INTO GROUND 1[ z @(1) P-0"x 8'-O"O capacity= 300 gallons TIME OF YEAR,TEMPORARY MULCH SHALL BE APPLIED UNTIL 5EA50N CHANGE. 1 1 G68/300= 5.6 4'-11 9 CONSTRUCTION ACCESS AREAS TO BE RAISED SUFFICIENTLY AT THEIR SITE Runoff Containment Requires: ACCESS POINTS OFF THE EXISTING ROADS,TO PREVENT RUN OFF OF WATER, MAXIMUM DRAINAGE AREA (provides 150000 total capacity) (I)5'-O"deep x O ring DEBRIS AND SEDIMENT FROM BEING DISCHARGED ONTO THE ROAD. 112 ACRE / 100 LINEAR FEET SECTION DETAIL PAGE: SILT FENCE DETAILS - NTS I - H Hazard (residence o�om o . 0 �N (V N ZV' menu nuo� / p�0 Z a)O GARAGE ELEVATION I` HOUSE SIDE ELEVATION .2 t K z"- N" w� 0� oC- OF NEW Y z O,Q z SIDE(NORTH)ELEVATION51 LU Z PAGE: �RO�Fssl vt 2 tau+�mfop�KnznnaV ae,wwrroN ro ma WUM*ac.uv Imnrzn OociNwfs��hannav ofsec.�zw a mr a.r,.mu-unpv uw e , o�$o o�om DasnNG MASONRY O exrENOED As PER voce:DE;CLAD OUTSIDE SURFACE d I,4 FRIEZE BOARD WNH MATERIAL SELECTED BY O"ER N05E i COVE MOULDINGS WTTMN GABLE ENDS J ARCHITECTURAL ASPHALT ROOF 5011GUE DEAM E55 GUTTERS CONDNUOUSLYARDTRIO; 5'K STYLE WHREt n LEADER LOCATION5 A5 PER = U INSTALLER.DRAIARNG TO PRY WEU5,ALL AREA5 w O _ u AUDERSEN 40D 5=5 WINDOW5, EXTERIOR \� 1.8 AZEl;P0.5CVA i VINYL VENT® CD BEAD®SOFFIT:OVERHYWGS FINISH d DIVIDED LIGHTS AS AS SHOWN ON PLATT -6 UO SHOWN ON UWATION5 > u PROVIDE WHITE AZEK,j'[4' CASINGS 4 DRIP EDGE ARDIPrID All WANOOWS i DOORS; W1.YDOV5 TO RECENE j,A 4' TIlSTORICAL SILL Tn'PICAL ALU STANDING SEEM METAL In Z L is 4 AZEK CORNERBOARD" [M ROOFING OVER PORCH aK F-Qo Q(�F 51DEAAPTHE D BACK,OF OLSE.-AROUND Q Q SIDE AND BACK OF HOUSE: COLOR AS 5MAKE F IZi S O nAP.DIE SHAKE ONN FRONT WALL NEW CON5TRUCTION O m W P– HEW COVERED ENTRY a Q TO AaUDROOM; WET FACING,WALL OPEN CEDAR PERGO W ktw COJEiID FRONT ABOVE ENTRY PORCH DOOR RELOCATED TO 'n1 U TOURED CONCRLRE ENTRY 5TAIR5 TO BA!yEMENT d H'HRE GpMP05TTE POSTS FRONT ELEVATION - FAceswFST iSTaNE555=RAS SCALE:}•e,�-0' -- —-- / 0 z 2 STORY ADDMON. 8 LANDWARD OP EXI5TING S NOME FOOTPRINT Z _- .�r:.':?r�.�`�..'•`6.':.cya. -_-k4,.s"�:kia'6i?. T+. �� ;•� yn`: �• ExLSnaG e�p: ,� _ LL VECKANO RUUNCfi • Y' ..+ilf::. F'$i�? � J^' !�-� TO REMAIN.ALL AREAS 33T�r'a'�n. � .t�')I.n` ""fes,. � •~ ., ' .<T_TJJ'' _ .�y+ - .may f7�''3,•;:��'`1°'�: -i,�';'�''Z�.�, - _ "`T .yy. �.7N;• ,,^0•-"'e-:' _•- .r rr.x .. _ .. "�'_ r�r,.;.r;..". Y_,i moi-' Q r'y ;�a,�.' Y F'nv,,,"'r,.._.r;'L�.=. r•..4.ce,��'�' U iu gw ,y a NEWCONSTRUCIION �,�� OF NEtz MA Ri HOUSE SIDE ELEVATION - FAces soum p ° 05709 �� PAGE: ., s►Or+Nv 3 {A.NI/R,OR(fID ALTCR,TfON O.R ApWflp!!TOTHt9 LKANVA:AAD RgATEO DOLUAt01FJ b A VLIIATA�N OPSSG.]209 OPTHE MY9.fDIA'ARON LAW z a� O N 0 �v o�om — _ F u . C) Z V $ N mElm T T L a O 3 3 z z - -- - - - -- -- -� -- - z� O_ t=<O DIMING DECK MID RauNGs To Rik" aN� z w O� ENIKfwd STMR5 D 22 O FACING TO BACK OF LO L05E O w O IL J Q EXISTING BASEN@.'M DECK TO REFLAM ...ER7 AFF7RECNRAL ASPIV.LT ROOP SFIINGIE 11 - 5EAMIP55 c4 mRS COWraAXX SLY AROUND: WATERSIDE ELEVATION - FAcf5 fnST 5'Ks"E""TT� CMAM LOCAIION5 AS PFR SCALP: v 1'-0' INSTALLER,DRATNINGTO DRV NV-L5.ALL AREAS - I.D AM FASCIA t VIM1.VENTED BEADED 5OFFTT;OVERHANGS AS SHOWN ON FLAN ANDERSEN 400 SERIES WWDOW"d DOORS AS SPECIFIED ON PUW5.WHIRS EXTERIOR FD45HIt PROVIDE VMrM AIEC. 4' CASINGS N DRIP EDGE ARPO NO ALL WINDQWS 6 DOORS; t E WINDOVF TO LL 3' 4' NEW COVERED E. L HISTORICAL SIU,(TYPICPI.ALIJ TO WDROoI; 4 AZEK CORNERBOAR05 OPEN CEDAR PERGOLA ABOVE HARDIE CLAP 5TDING AROUND 510E AND BACK OF HOUSE: COLOR AS 5ELWTM HARDIE SNAKE ON FRONT WALL im� e} z^- �q w� o� d• 8 OF Nc NEW CON5TRUCTION '(A� �� YQ z HOUSE SIDE ELEVATION - FAcE5 NORTH SCALP: U � O Fp �O 05709 ���\ FACE; AROFESSI OSA LaNUl1iDIBIYD an:runaN oRAmrmN ro mo ORARAG AIA ALURED DOCIA�NC9 Lz A wwARnIN nsE:.rms a nde N.rs-mxARKw 1Aw N y N Caei� z.. $ISA ui O O D I5TWG DECK§TRUCTURE. DECKING AND RAILING SY5TEM ALL TO REMAIN . A fAYAu TO FIT>iRY> _ MA50e' �'RY MT�Oi 1YALKNAY A =N ca= m In 5u - I=a RRi 11 aoser Ili lI I ©a' A� z Cw7 0 I I I KITCHEN 47-7 ~ runRr DINING w DEN r BWROOM I pz.* 0)LU0 ��-- ---- O t O III .eQ wAT+m I I I I h I I L �r�orws. 11 II I 11 O I I b III I II romTb' A - HPAKTI II ENTRY 0 III I / II I V- -- — — — z WALL LEGEND: I T 7 / O --__-- ABPA+TO BE REMOVED / /'I / / / / L W5TING 5TUO PRIME WAL5IARTITION15 TO REMAIN AS I5.PATCh ANY!;MALE MATERIAL IF AFFECTED BY COWTRIXTION U V / DFgDM z a� N5TUDFRAME7( RWALLS REMAINING;RVMOVL6TING SHEATTtlNG 0 SIDING d PROVmEe DRYWALL TO EACH SIDE OF FRAMING NEW CON57RUCfION 2r•4 5TI/D FRAME EXTERIOR WALLS G'O.C, ®8-I I•WALL.PLATE HEIGHT. O R I S INSULATION WRHIN,�•PLYWOOD 5HPATMNG " ON PXTERIIXL NOIEa1`WRAP(<SIDING AS SELECTED; e GYPSUM BOARD ON INTERIOR SIS 2•K 4•INTERIOR STUD PARTITION. /r / / // / ,/ oOiMI/ - Z^ - '��l cdI LAYER}•GYPSDM BOARD 6H EACH- % PWA[R WxLPlTE STRiq F'� C9 SIDE: USE MO5TLIR5MIM P,eS15TANT % / TO oASPA�T !// SFNO®AREA REPRESENTS T BOARD IN BATHROOM AREAS 4 USE � FROPDSm HEW AREA W n CEMW BOARD ON ALL ARES 170 RECEIVE TRE ��BLrLc OPEN PATIO OF FA. a 7i CONNECT5 TO �Y POOL COUPING FIR5T FLOOR LAYOUT PACE-S100 5 UIMIlMpegDALiVHTRH aeAwrtroxroTrr s newlvwG Axo leu*m wcuvexrs rs A v+aAxav rrsPc�zas o.IT¢x.ra mvulrox uw N o�am N N �d Ira Iza \ :ca sv / Ln WALL LEGEND: ZC9 NEW CONSTRUCTION o e— '= rx a•sruD PRAMS EXTERIOR WALLS, ¢O MASTER 5UCfE R-21 BATT IN5ULATION,}PLYWOOD 5HEATHNG ON DaERIOR.HOU5E WRAP Q 1 (L S SIDING A5 SELECTED;}'GYPSUM p Z a} BOARD ON INTERIOR 51DE TW 0 O i 2"k 4•INTERIOR STUD PARTITION. O 0 •Y 1 LA=r GYPSUM BOARD ON CAM D_U.I D_ 4 SIDE;USE MO15TURC4AOID LAUNDRY 0 Q BOARD N BATH 4 INDRY AREAS LSC BEDROOM BEDROOM 6 CEMENT BOARD ON ALL AREAS TO RECEP4 TILE a� � MAINTAIN 8'-0'COLING HEIGHT THROUGH OUT ALL SECOND RAOR; viT(STUNG IN MASTER AS SHOWN. PROVIDE R-09 BATT WAI ATION THM ENNRE CMWG. ALLWINDOWS TO RECENE 2-2-10 HENXR5 ABOVE,ORAS BROWN; MULTIPLE UNITS TO BE FACTORY MULLED,UNLESS OT}ffRW[5E NOTED. 6-B}'W ROM HEADER HEIGHTS A5 FRAMED ABOVE SUBRDOR O-OSET GIfYSFf ANDERSEN 400 SERIES PRE-Po05HED W NDMV5.WMTE EXTERIORS, WItrM INTERIORS 4 BETWEEN THE GLASS GRILLS,AS SHOWN ON EIENATION5 a9 70 _ 1 ON WwDOW 5CMEDULE. NTERIOR DOOR5 TO HAVE 2-2.5 rMADER5 UWZ55 OTHERSVISE / \ CALLED OUT ON RAN. RUEF",DODO TO BE PRE-FW-IfFD W MTE.PRE-HUNG,SOLD CORE, F r 5 PAM'CONMORE•STYLE BY REEW.HINGES TO BE SQUARE,PLAT BLACK 0 ' ALL INTERUM CluINGS TO BE la;vA BACNBAND;BASE MOULDING io BE 5 Y NEI.EASE. <Y . NEW PRE-FINISHED W(DE RAAT.WOOD FLOORING THRU4XM ALL AREAS. Dona Qoser MASTER BATH s O tlONa' eo 4W cz uj madi �.I• LU 03 TIL. �n o 5EGOND FLOOR LAYOUT of N 5c le: =V-a p,SE rV Y z g J. M w o' 40 057 A � PAGE: 6 UNAI/THOI e7lDµftR.a11GN OR ADDIROA'i0 TIlC WAWRYG AFL+R6AT®DORA2NT913A VIOTATNN OPSFL.]ID901']i@ N.Y.A CDI.GAT1pN 4W yy N op Sp N� e 2'2 j 3a�i= z.. DE'ORATNE CUPOLA ARLFIffGGNRAL ASRW.T RDOP SHINGIP 1,4 PRIP2ABWPD WITH AND400 SM15 N WKrrE M(TGigR N05E b COVE MONDING5 PINl5H w DIVIDED LIGHTS AS WIMIN G!•81P ENDS SHOWN ON ELEVATIONS �\\ _ PROVIDE WHITE ATPK 4' -- CASINGS 4 DRIP EDGE AROUND ALL V44DOA5 b DOORS WINDOWS TO RECEW 4' MISTOPJCAL SILL(TYPICAL ALQ F CONTI E55 GUITARS A'x 4 AZM CORNEMARD5 5,r'ST LE W"V AROIlNU C 5'KSTTP Y+HRG; LPADtR LOCATIONS AS PER ill, III IIITII II IT H I[IT INSTALLER,DRALWNG TO HARDIE 6'LAP SIDING AROUND DRY INHLS,ALL AREAS _ SIDE AND MCR OP GARAGE: a COLOR u!EttGTW ; HARDIE SHARE WITHIN GABLE A -P z a END PEARS p�0 " DECORATIVE WALL TBEFASCIA{VRMNGNTED i AbMOUNT PERGOLA S Ln �8 SOOVERHANGS AS 5MDEDFFIT: w 0 AS SHOWN ON PLAN Z.. CARRIAGE STLE PAT. GARAGC-DOORS Q 0 o QL�0. 0 Z-- uj �O V GARAGE ELEVATION GARAGE 51DE ELEVATION - FACESrioum a s LY w z^ U' q U)a W n �m cz- OF N IVY =A GARAGE 51DE ELEVATION - FACES wE5T GARAGE BACK ELEVATION - FACES i4o m SCALE:i^=I'-a° 5C'ALE:#�=L•o' 9,�, c F� e � T � ay � Fp 0. 05-109 057095 � PAGE: ��AROFESSI0��� 7 t9UVRI6R(gD AUI.`PATTWI Lli AOOITU.V 10 TMt!LR,ttWIG q,'p AUT®OOQAd l`.A NOIATNNOFS(G.]2PJ CF LNA'x.Y3.ILIfG1YW uw ........... II _OJ7J E op covERfr 5TA k COVERED PATIO G., GARAGE %VORK5HOP AREA II co II 5; U C d II n � 0NNEC75 TO POOL COOPING LD OPEN PATIO —.— J It<o <6 C)Z C) 0 D- t < GARAGE LAYOUT 5CALE: V-O' ............................. UNFINISHED STORAGE UNFIN15HED STORAGE oz ILI Q UNG OF TO•CCiU=G Z F 1-on— T oz Iu cry �x < PAGE: GARAGE UPPER FLOOR AREA 52G5,I.ft.FULL HEAD HEIGHT SCALE: 1'.0' (5 N D/V,��,n � � O d � O N Z to w Q co z AP ROWED AS NOTED PLUMBER WTIFICATION z w ON LEAD CONTENT BEFORE Q DATE: B.P. WJAI CERTIFICATE OF OCCUPANCY o cn o m FEE: By: SOLDER USED IN WATER NOTIFY BUILDING ' EPARTMENT AT SUPPLY SYSTEM CANNOT 765-18b2 8 AM I C 4 PM FOR THE EXCEED 2/10 OF 1% LEAD. FOLLOWING INSPECTIONS: EXISTING MASONRY CHIMNEY 1. FOUNDATION TINO REQUIRED Q EXTENDED AS PER CODE; CLAD FOR POURED CONCRETE OUTSIDE SURFACE5 w/ , MATERIAL SELECTED BY OWNER I x4 FRIEZE BOARD WITH ROUGH - FRAP�INC & PLUMBING Ll� S NOSE covE MOULDINGS .s, INSULATION O WITHIN GABLE ENDS �4. FINAL CONS�rRU^'7'!ON MUST At&LUM&a WASE E BE COMPLETE POR C.O. JAT,ER'.LINES NE- ISG BEf�H�COVERING- ARCHITECTURAL OIFERING ARCHITECTURAL ASPHALT ALL CONSTRUCT ION FHALL MEET THE ROOF SHINGLE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. SEAMLESS GUTTERS CONTINUOUSLY AROUND; 5" K STYLE WH ITE; ELECTRICAL FADER LOCATIONS AS PER L INSTALLER, DRAINING TO INSPECTION REQUIRED DRY WELLS, ALL AREAS COMPLY WITH ALL CODES OF = r L NEW YORK STATE & TOWN CODES ANDERSEN 400 SERIES — I x8 AZEK FASCIA*VINYL VENTED L AS REQUIRE AND CONDITIONS OF � o 0 WINDOWS, WHITE EXTERIOR BEADED SOFFIT; OVERHANGS L FINISH wl DIVIDED LIGHTS AS AS SHOWN ON PLAN _ O SOUTHOLD TOWN ZBA sn n� �; m SHOWN ON ELEVATIONS BOARD HUSS PLACARDING REGLNRED 7 LO PROVIDE WHITE AZEK,�"x 4° SOUTHOLDTOWNTRUSTEES o n o° O CASINGS wl DRIP EDGE AROUND ALL WINDOWS* DOORS; N.Y.S.DEC WINDOWS TO RECEIVE 4"x 4" tLLIU OVOT PROC, WiTN 7 HISTORICAL SILL(TYPICAL ALL) LIU cl 5 STANDING SEEM METALNDA tT �;: cn 5i x 4 AZEK COF NERBOARD5 cx I Cx 1 ac I ROOFING OVER PORCH ( `A ��V��., z 4 OCC 'ANC�Y OR r as E UNLAWFUL HARDIE 5" LAP SIDING AROUND USE 'S SIDE AND BACK.OF HOUSE; COLOR AS SELECTED WITHOUT ,ul'i"aT Fire separation LLl W HARDIE SHAKE ON FRONT WALL required as per O Q 0� q�CUPANGY lvYs codeLCW2 NEW CONSTRUCTION AR2 I AR2 I AR2 1 AR2 I AR2 1 (L O NEW COVERED ENTRY TO MUDROOM; RETAIN Sfi0RN1 WATER RUNOFF }_ OPEN CEDAR PERGOLA NEW COVERED FRONT PURSUANT TO CHAPTER 236 a ABOVE ENTRY PORCH OF THE TOWN CODE. Blower door <C DOOR RELOCATED TO WEST FACING WALL �pAn};d}]dJuct(w�ia�rk(� CX 1 5 CX 1 5 CX 15 CX 1 5 CX 15 testing M`f""�e"" — - - Must provide Manuals *A J and S as per POURED CONCRETE ENTRY .v i a7 Energy Code CL STAIRS TO BASEMENT wl WHITE COMPOSITE POSTS * STAINLESS STEEL RAILINGS O LO FRONT ELEVATION - FACES WEST � An exterior lighting LU SCALE: 4' = I ,-o,, installed,replaced or Lu Lt_ repaired shall conform N FP�31 ER3 to Chapter 17IJ 7-1 AR3 I R3 I Of the Town Code � .E z Q A35I O c9 Tj Atoll µ z. 14 LN_ CM 11CXW1 75 WWI CXWI CXWI CXWI m Z a s . 2 STORY ADDITION, O LANDWARD OF EXISTING f U p tt. HOUSE FOOTPRINT c kc< Y C lu lu �y , :$ �: a AR2 1 AR2 I AR2 I AR2 1 AR3I AR3i AR3I U r � » ... EXISTING DECK AND RAILINGS REMAIN,TO ALL AREAS r. .6tW135 CXW135 u I F LLJ nn. e Y � � u a , z L } O X - z � Q u � NEW CONSTRUCTION z " 4 € , Q _ s re HOU5E 51DE ELEVATION FACES SOUTH SCALE: — ! -O n ;:. .fir. •r � NEW 0 s a PAGE: °• 0570 ht A NAS UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW L N N N � O .N O >, j Z Lr) Q N N . m w Q m z z . � UQ >- C) (f) C) n 75 L N t6 � AR31 AR31 AR31 O N 0 O m c5 N m O In i j O C�l0 XW I cxw l cxw l cx I cx 1 Lil cx l cx 1 O — U U U Z O I— AR31 F]lAR2 I AR2 I IAP-2A I I W EXISTING DECK AND � RAILINGS TO REMAIN O Q O NEW COVERED FRONT 5TATIONAW � z ENTRY PORCH w/STAIRS FWH3 I G8 FWH3 I G811 al5TING I O FACING TO BACK OF HOUSE Cx 15 CX15 CX 15 Q EXISTING BASEMENT = _ WALKOUT UNDER DECK TO REMAIN ARCHITECTURAL ASPHALT ROOF SHINGLE W SEAMLESS GUTTERS CONTINUOUSLY AROUND; — (Z/ � WAT E ISS I D E ELEVATION - FACEs EAST 5" K STYLE WHITE; - w LEADER LOCATIONS AS PER INSTALLER, DRAINING TO Ln SCALE: 4" = I '-0" DRY WELLS, ALL AREAS W N I x8 AZEK FASCIA* VINYL VENTED Q z BEADED SOFFIT; OVERHANGS AS SHOWN ON PLAN U � ANDERSEN 400 SERIES z WINDOWS t DOORS AS SPECIFIED ON PLANS, WHITE EXTERIOR FINISH lcx I PROVIDE WHITE AZEK,4"x 4" cxl CASINGS w/ DRIP EDGE AROUND ALL WINDOWS 4� DOORS; WINDOWS TO RECEIVE4"x 4" NEW COVERED ENTRY w HISTORICAL SILL(TYPICAL ALL) TO MUDROOM; 6' 4 x 4 AZEK CORNERBOARD5 OPEN CEDAR PERGOLA a" ABOVE o U HARDIE 8" LAP 51DING AROUND _ SIDE AND BACK OF HOUSE; COLOR AS SELECTED HARDIE SHAKE ON FRONT WALL Lu z U cx1 cxI cx1g5 n W E m W L 3 z >- 7 0 U � z � Q NEW CONSTRUCTION z HOUSE SIDE ELEVATION - FACE5 NORTH SCALE: 4" = I ,-o,, 1 �P(E OF y SPS J MA PAGE: �F 5709� ROFESSIO,t% 2 UNAUTHORIZED ALTERATION OR ADDITION TO TH/5 DRAWING AND RELATED DOCUMENTS/5 A VIOLATION OF 5EC, 7209 OF THE N.Y.S. EDUCATION LAW N N 55 � O IL O N O Z LO lL Q m Z WATER SIDE ELEV. Z W c� (J) c� m EXISTING DECK STRUCTURE ABOVE TO REMAIN; EXISTING WALK OUT/ RETAINING WALLS ALL TO REMAIN 5ECTION SECTION B A i 75 EXISTING GLIDING DOORS TO REMAIN ...w .ay` e :'> N IK 140 IM IN ;" \o \ ...,� Z NEW Q 32 0 LALLY COLUMN N D w w/ 24x24x8" (OOTING O U � O U y; Ln O — np a �' `` s O ~ CU c1U " O _ �-1 — o _ z z i NEW 7 1" LVL RIPPED TO 6" Lo UNFINISHED BASEMENT SISTER TO EXISTING FJ U I C.o UTILITIES, MECHANICALS w U3 UNDER NEW KITCHEN es.o. LAUNDRY ALL TO REMAIN \..•" (I� VERIFY FTG. POST TH15 LOCATION EXISTING DROPPED GI \\° DOWN AS AND COLUMNS TO RENIA \ \\\ \\\ \i lLJ �EXT5TING \ ::..kaav_.. \o..a. t:. W F— zEXISTING STRUCTURE O.C. TO REMAIN EXISTING CONCRETE D \�\ \ a,. -E• v NEW COLUMN * FOOTI G NORm WALL TO REMAIN = �•�n �.�� °� ELEV. x',. � UNDER HEADER POST — N U A13OVE z z0 Lu IL/ 2 N — U 0 U� Q EXISTING FIREPLACE THIS PORTION OF GIRDER O I FOOTING TO REMAIN OFLEDG R ACROSS FOUNDATION Nv z w TO RUN BFHIND IT EXISTING BOLT TO HOUSE FRAME WITH 5" I LEDGERLOIt, SCREWS @ 16 O.C.; — DJ TO SIT ON GIRDER AND STRAP z BREAK EXISTING _ WITH H2.5 TIES O 'Q FOUNDAtION CORNER i I OUTLINE 4F EXISTING (3 O SUPPORT NEW i i BILCO ENTRY�WALLS Q U GIRDER i i i TO BE REMOVED; USE — 3- 9j" LVL DRO PED GIR ER I I I I EXISTING DOOR AS N �_ I ACCESS $ETWEEN AREAS z . — . I :i . � . — :I 2-2x5"AC z W u O i i i i i — GTRDER OU U PROVIDE BRIDGING I I I THROUGHOUT ENTIRE —� NEW 3 " !Z� STEEL LALLY i i i I w O N LOOK SYSTEM, 8'-0" O.C.; COLUMN ON NEW 24x24x8" `--- �--1-- -- z ~ `� O POURED CONCRETE FOOTING \I — Ln PROVIDE BEAM POCKET IN C CD ct� ", 4 TSG PLYWOOD SHEATHING N = LLl O AS REOUIION WALL;RED TAR ALL ZE Lu ROVE, GLUED SCREWED LL U ` NLuw ;..ti _,. r, z U C.O. SIDES lLJ o z 2x6" ACQ LEDGER BOLTED v BASEMENT 5" DIAMETER ANCHOR BOLTS z TO HOUSE FRAME WITH 5" p O UNFINISHED 0 ;� w/7" t�tlN. DEPTH @ 48" O.C. SECTION t w/ MIN. 3 x3 x— WASHER @PLATE fl "LEDGERLOK" SCREWS @ 16" O.C.; Q " " I" C o ;• I a FOUNDATION WALL LEGEND: HANG D.J. FROM LEDGER WITH @� 2-2x(5" AC 5IMP50N LU25 CONNECTOR PROVIDE 51MP50N PHD5 Z ODER HOLDDOWN MT. 2) EXISTING 8" POURED CONCRETE — WALL w/ FOOTING TO REMAIN 5468 ANCHQRS AT ALL CORNERS PAIP EXTE `'.`.::'. .� ,a' THROUGHOUT FIRST FLOOR AREA NTRYDOGRS AREAS TO BE REMOVED 4 X 4 POSTS W/ 2 X 2 6 X 6 POST ON 1 2 FROV. EPDXIED#4 STEEL POURED CON UP NEW CON15TRUCTION / ITE SECTION BALUSTERS CAP RAIL; 50NOTUBE W/ POURED REBAR HORIZONTAL @ I " O.C. O CR ENTRY STAIRS CABLE RAILING SYSTEM CONCRETE FOOTING INTO FOUNDATION WALL� ALL 8" POURED CONCRETE FOUNDATION 20x20x8"deep, MIN. 36" AREAS OF ABUTTING WAL S �_ . NUMBER OF TRE DS TO WALL WITH I'-4"X 8" FOOTING, a o t BELOW GRADE WITH FOOTINGS BE VERIFIED IN FIELD BASED — _ DEPTH TO ALIGN w/EXISTING ' m (TYP. ALL PORCH FOOTINGS) ON EXISTING GRADE BASEMENT FOOTINGS FLOOR STRUCTURE SECTION4"X 4" POSTS w/ 2"X 2" FOUNDATION NOTES: 6RADF B BALUSTERS * CAP RAIL; 8" POURED CONCRETE USE COMPOSITE POSTS w/ DOUBLE J015T5 UNDER ALL PARTITIONS FOUNDATION LL STAINLESS STEEL CABLES RUNNING PARALLEL • PROVIDE BRIDGING THROUGHOUT ENTIRE FLOOR SYSTEM, 8'-0"o.c. W OUTSIDE #5 REBAR @ 12" O.C. BASEMENT a z • 4 TSG PLYWOOD SHEATHING ABOVE TO #5 REBAR @ 12" O.C. ENTRANCE BE GLUED and SCREWED (� (VERTICALLY) • FINISH FLOOR HEIGHTS TO ALIGN- NEW TO EXISTING (s) m • 4" POURED CONCRETE SLAB ON COMPACT FILL LLl • R-13 INSULATION w/3" ROXUL WITHIN CEILING #5 REBAR @ 12" O.C. FRONT OF ALL NEW SPACES; VERIFY INSULATION IN EXISTING CD (WE5T) BASEMENT ELEV. . UJ 3'-0"X 8" POURED CONCRETE FOOTING p z ON COMPACTED FILL U o FOUNDATION PLAN 4" CONCRETE SLAB z `� PITCHED TO CENTER FOR SCALE: 4" DRAINAGE TYPI CAL STAID WALL DETAIL SCALE: 4" = I ,-o,, � , OF NEW J. -4 `p � qc U ' . _ 0 W PAGE: Fp , 0510 A �FESSIONP� 3 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 13 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW L N N N O � O N C) O Z LC) lL Q m Z U' z . ai � UQ }. 3I._3.. C) N m WATER SIDE ELEV. EXISTING DECK STRUCTURE, DECKING AND RAILING SYSTEM ALL TO REMAIN DOWN TO EXISTING _ MASONRY PATIO 4 N WALKWAY m N L � Lc I � L *NOTE: O secrloN SECTION _2- 1 1 Jg" LVL RIM SET ABOVE I z N B A EXISTING WALL TOP PLATE; RUN _ CONTINUOUS ABOVE ALL EXISTING 6' - EXTERIOR WALLS REMAINING; LCA O N 4z'-z3/e' I INSTALL SINGLE TOP PLATE ABOVEp d- U O HEADER WHICH TIES INTO ALL INTERIOR - - s'-10" 12'-I'i8" >�3'e3/4^ 2'-I ca�4„ 2'-103/4-- —s'-e3/4' ' I o° WALLS It NEW EXTERI RS EXISTING PWH I G8 CX 15 w/ C 15 w/ CX 15 w/ FWH3 1685 *RIP LVL TO +/-I 0 8'AT ALL ANY i / /A 3 I AR28I ( ,A 281 AR28I I w/AR31 O O O TRANSOM WINDOW OCATION N 1„ 1 (!� CLOSET I I OO Ld OO OO z U 368 II II n N ISN w/ KITCHEN HANG ROD LU G'-2"DOOR I I W TRACK J w DEN / BEDROOM PANTRY DINING III I "< I ! I I acc =� OO cn N 3 133 sa.ft. 2068w I I w m z 14.8% L10 of a- r 12%V O C UI Lu - - r -I — -- - C�- -. d1!n O LU 6I _ ....... .._.. - - ..__. ._....... ........ .... - — MMED 0 _ O _ ~ WALL LEGEND: i aU FENING N _� I I I N 0 x 3 p II S.D. GG8 ----- DOWN TO NEW ______ AREAS TO BE REMOVED MASONRY PAT O 2468 I N ? L- Q lL I I — IL 3 Q N EXISTING STUD FRAME WALL5/PARTITIONS 2668 r .�� 13 TO REMAIN AS IS. PATCH ANY SURFACE I Do I A5 r,r t j.z `�., MATERIAL If AFFECTED BY CONSTRUCTION X i / II i EXISTING EXTERIOR STUD FRAME WALLS Ln HANG ROD h '\ j 6xG POST WITHIN TO REMAIN. ABOVE TOP PLATE, INSTALL NOSH CLOSET `., 'f L I j` �. sourrl ./WALL, BOTH END 2- 1 1 Z' LVL RIM BOARDS w/(1) 2x4 PLATE ABOVE TO GAIN HEIGHT THRU MAIN FLOOR �' —� I 2x6 PLUMBIN WALL 0 4 68 -IVi `f— 1 �a-2 ll 8" LVL w/4' STEEL � .N m i FLITCH PLATE FLUSH HEARS NEW CONSTRUCTION � u_ � Dow TO EXISTING � U u� O I I 3- MAS NRY PATIO "' c9 2x4 STUD FRAME EXTERIOR WALLS I G" O.C. ° 2xG PLUMBING WALL O a.� I I ENTRY N"_' WALK AY Ln O O EXISTING FIREPLACE I �x I" CLOSED CELL SPRAY FOAM w/ R-13 INSULATION N - gg TO REMAIN I i �U Q O u1i WITHIN, 2" PLYWOOD SHEATHING ON EXTERIOR, - @� I m I I NEW ENTRY OOR HOUSE WRAP SIDING AS SELECTED; ' GYPSUM SII O HEADER O BEAR w/ 14"SIDELGHT W BOARD ON INTERIOR SIDE NEW WALL FRAMING HEIGHTS Z) N- N Lo ON EXIS ING I 3080 P LL- TO MATCH EXISTING WALL FRAMING AFTER RIM PLATE _ �_._ _ _ _ _ _ MASONRY- _- SIID� nrnl a W HAS BEEN ADDED x a SII 2- III " FLUSH - Z.. :— - ' I.. - N (FINIS ) z N U 2468 - — 8 3- 9 LVL DROPPED 3- 9 2 LVL D OPPED r0 P 3`95/6° O 3 2"X 4" INTERIOR STUD PARTITION, '�°� �P WRAP w/ I x 0 1 I Q ) w/ I LAYER-L" GYPSUM BOARD ON EACH I FACE MOUNT g_1 O 4„ +/_. U 7 SIDE; USE M015TURE/MOLD RESISTANT O N OPEN AREA I w PROVIDE A5ONRY VENEER w _ COVERED NTRY q CONNECTOR cn to PORCH o UNDER STAIR TO EXISTING FIREPLACE PORCH CEILING BOARD IN BATHROOM AREAS USE �„ (�-- `, w CHIMNEY HERE EXP05ED w L� U_ CEMENT BOARD ON ALL AREAS TO RECEIVE TILE z L�Lyl - - r \� N U N U C9 DOWN TO NEW - - - --- �f WITHIN LIV NG SPACE z fLU5Hf` 0 0 O O N MASONRY PATIO 2 9 21 LVL HEADS U • CEILING HEIGHT AS SHOWN ON BUILDING SECTIONS. :. U < N �_ _— F- N H O POOL �, - - -N BEC -� - • PROVIDE R-10 BATT INSULATION THRU FIRST FLOOR CEILING. SEAT U _� ENTRY AMILY ROOM ~ "Q z • ALL WINDOWS TO RECEIVE 2- 2x 10 HEADERS ABOVE, OR AS SHOWN; N Ua �� u I F .' o �� 1 3 SUPPORT MULLION BETWEEN EACH, UNLESS OTHERWISE NOTED. CO O &G CEDAR PERGOLA 2xG WALL FH15 III `� ' • 6'-8 3i WINDOW HEADER HEIGHTS AS FRAMED ABOVE SUBFLOOR. U I I x 12-4 4 JOISTS @.I G OC LOCATION �/' I ' v Q • ALL TRANSOMS TO BE MULLED TO LOWER UNIT; TRANSOM HEADER w PROVIDE SWIRL ENb secrloN w M D AT -I " FROM SUBFLOOR z DETAIL TO,MATCH FRA E 8 4 GIRDER PERGOLA TEM FRED C /./r _.. IA � SECCToN 6 A < W25 �o • NEW RIM BOARD TO ACT AS HEADER FOR WINDOWS WITHIN EXISTING 1) 8' LV x \ / _ _ 7'-G" HEA ER HBGHT / Y ILBOARD- 2x8U a LL I L 'S-� 2- 'CEDAR GIRDER 3'- 3'-GZ°-i RIM' I o 1 J� 1 FRAMING; RIP LVL AT WINDOW LOCATIONS TO 10 8'TO ALLOW FOR TRANSOMA � - — . U INSTALLATION. SUPPORT MULLIONS A5 SHOWN, FLANKING POSTS AL NG THI WALL ' BOLTED THRU . . I w I ........ :.: ..................... j • ANDERSEN 400 SERIES PRE-FINISHED WINDOWS, WHITE EXTERIORS, PROVIDE'SWIRL END .Ix2 CEDARTRELtl5 Cx 5 / Cx 5I eXL5 w/' --'�CXt-5_w/-•_•,;wCXi_ wwP:� a. @ 1 2" OC ON FLAT AR28I AR28I AP281 AP251 AP25I WHITE INTERIORS * BETWEEN THE GLASS GRILLS, AS SHOWN ON ELEVATIONS DETAIL; GIRDER SET @ ON WINDOW SCHEDULE. 8'7G"ABOVE ENTRY DECK z DOWN TONED/ - 3 Yz 2- Yz2-Yz 3-Y 4'7„� � I „ �7 „ �� ��� � I „ �47„ W • INTERIOR DOORS TO HAVE 2- 2x8 HEADERS UNLESS OTHERWISE MASONRY PATIO ” z CALLED OUT ON PLAN. GxG CEDAR POSTS . a T 5/8' DOWN ANCHORED TO FOOT[NG5 POURED U_ • INTERIOR DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID CORE, SECTION c -a MENT � m 5 PANEL"CONMORE" STYLE BY"REED"; HINGES TO BE SQUARE, FLAT BLACK. B. ' W • ALL INTERIOR CASINGS TO BE I x4 w/ BACKBAND; BASE MOULDING oe Li TO BE 5 4.. NECK BASE. o • NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU-OUT ALL AREAS. 3 G' 103/" T 4Yz" 20'-5" ' z O 42'-5,3" 7. z O OPEN FATIO Qun CONNE-T5 TO z POOL COUPING FRONT (WEST) ELEV. OF EW y0 F I IST F LOOK PLAN SCALE: 4 — I -0 �r 'u Lo PAGE: 2�Fp I,°•b57O9� ���`2 IAROFEsstioNP�' UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS ISA VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW L N N O p F p N O z L6 O N � tL Q (O Z (3 Z J U Q } C) (s) C) ED WATER SIDE ELEV. L N SECTION 5ECTION L 4'-43/4"—�—2'-1 OYz" 9'53/a° —2'-I CY2" 10-7%' 3'_2's/c' �3'-2's/s53/4" {I} _ p EGR SS EGR SS EGR — _ O CX 15 3" CX 15 CX 15 3"i CX 15 CXW 15 3" I I CXW 15 CXW 15 j 12 P. 2' I° Q O N \ PITCHED w/ PITCHED wi P/ WALL LEGEND: Ln _ RAFTERS I G'-103/8' RAFTER5 J x _ CEILI NEW CONSTRUCTION eREA 2"X 4" STUD FRAME EXTERIOR WALLS, I" CLOSED CELL SPRAY FOAM w/R-13 Z -- -1-- BATT INSULATION, 8" PLYWOOD i' SHEATHING ON EXTERIOR, HOUSE WRAP 1; m X SIDING AS SELECTED; 'GYPSUM Q 3 BOARD ON INTERIOR 51DE C) p[ 1' 1 .. im STUD PARTITION, LU -- - 7TlITTT 2"X 4" INTERIOR (s) J U U �......... p MASTER SUITE "' w/ I LAYER"GYPSUM BOARD ON EACH 0 Q o = - Q �... ........_.............. U 3C2 s ft X SIDE; USE MOI5TURE/MOLD RESISTANT a- P�- � � � � p 07 d. U BEDROOM _ L, BEDROOM _ W i ( _ 23.3%L BOARD IN BATH It LAUNDRY AREAS * USE O 168 sa.ft. w 168 s ft. = L U Lu w ! 22.2%v U N CEMENT BOARD ON ALL AREAS TO RECEIVE TILE Z 18.5%L F 12'3%L E- i �'; I m U O °� N m • MAINTAIN 8'-0"CEILING HEIGHT THROUGH OUT ALL SECOND FLOOR; O - 17.5%v U g I I.G%v g 0 m 0. _ 10'-0" CEILING IN MASTER A5 SHOWN; 9'-0" IN MASTER BATH t-CLOSET. fr— U J U J ..,f Q \—lam I Q N Q PROVIDE R-38 BATT INSULATION THRU ENTIRE CEILING. XX ......................r...........................................0.Q........._1 Q o I `� • ALL WINDOWS TO RECEIVE 2- 2x 10 HEADERS ABOVE, OR A5 SHOWN; N N U 5068 s. . s.D. 5068 N m 3" SUPPORT MULLION BETWEEN EACH, UNLESS OTHERWISE NOTED. BYPASS 4'_ " 4'-2Y2" BYPASS � � • G'-8-a'WINDOW HEADER HEIGHTS AS FRAMED ABOVL 5UBFLOOR. NORTH CLOS 1 SHELF w/ NI SHELF w/ CLOSE X SOUTH 4 ELEv. HANG Roo 2GG8 2GG8 HANG ROD I U ELEv. • MASTER TRANSOMS TO BE MULLED TO LOWER UNIT;TRANSOM HEADER I < FRAMED AT 8'-1 4" FROM 5UBFLOOR 12'-13/4" I I DOUBLE JOISTS 5.D. I • 8G8 I WHITE IDN ESRIORSEN OOBETW ENTHEIGILA55 GRILLDSOASS OWN ONW5, WHITE EELOE ATIONS U PULL-DOWN It ON WINDOW SCHEDULE. o ( ATTIC STAIR �= U 2468 = a'-o"CEILING LINE OF CEILING BREAK • INTERIOR DOORS TO HAVE 2- 2x8 HEADERS UNLE55 OTHERWISE o _ C.O. I -- CALLED OUT ON PLAN. o_ — es.D. TURN 5TUD5 ON N Q 4068 FLAT AGAINST CHIMNEY o . INTERIOR DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID CORE, Lu x SHOW R — chimney chase STACK; "DRYWALL 5 PANEL"CONMORE" STYLE BY"REED"; HINGES TO BE SQUARE, FLAT BLACK. Y WALL drys hard pipe EXTEND HEIGHT ? vented to extern r; AS PER CODE x8 RR • ALL INTERIOR CASINGS TO BE I x4 w/BACK®AND; BASE MOULDING 0 ® m vmy pan under u t 24G8 2468 2xG SHOWER BODY LL 16° OC i„ V DO N ® ® TO BE 5 -L NECK BASE. unter LAUNDRY 12 4 evm I'-9Y4' 4'-7Y4' IO'-IY2 �9 • NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU-OUT ALL AREAS. Lu Ln 2xG FALSE Ll- 0 RAFTERS p �fi0 IN o Lu 1 2 � O hiA N r Ln E)F_ Q C 135 F " I 2x 10 CJ/CT I C Q I co - � z EM� -Ql<lp TE— @ 9' 14" ABOVEU F L N @� o '-IYd' T I Eg-9Y8" U ' � U � 1 2 CLOSET MASTER BATH z x — 4 = I R9 w/ � N LE GE ON LANDING RA iD Ud ( Q. G" FR�M 2xG WALL BE OW _ I SECTION SECTION Ln - ALL PLATE HEIGHT 2.068 J C A FROM LANDING I I x — PITCHEDw/ 3'-10" 3'�" RAFTERS O N �` f� c I O w w CX 145X145 CX145 0 TEM FRED U 5'-9" 5'-9" 4'-7" 10'_4" 10'_4" 20'_8" 5ECTION 34'-107/x," ^/ B W z 17 42'-23/8' ,n FRONT v , m (WEST) LL I ELEV. c7 SECOND FLOOD PLAN SCALE: 4" = I -O" Z 0 U � z � Q z U f`d , �Y ,i C) s Lu PAGE: F� '0. ARO�ESSIONP�'� 5 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW L N � MO '� EL p N I) O z Y) Q lL Q M z U' z . w U Q > ROOF GUTTER HOUSE LEADER 7 L EXTENSION N c� GRADE L CD \ -Z Ln o 0 /\\\\ SE 8ON SECTION NC) ® ® ® ® ly D ® ® ® ® D ® ® ® ® (1 J z _...._...... . ............... _.......__.................. ........ .._.............. ..... .................................................. :. �. is VPRECA5 ONCRETE _ .. . . . ... .... ...... I I — RING ....._F _.,.._ .-_ = � . 1! ...... PTH CALCULATED TYPICALLEADER ELEVATION / SECTION � ��, - �� _. �� . _.._...___ __ \ 2x 10 RIS �. .. .... .......... ...... ....... ....... .. .... .. ..... .. ........................................ .. I II .......Not to Scale I Ci , i''` II 1 I � I WW;tom RUNOFF NOTE: 41 i o Gutters continuous) around; 9 �,. .... ROOF NOTES: Q ; —. Leader locations as per _ ................. ... AF architectural asphalt roof p i > I o �J..... .. cn .......................................................... i m II - I r rain �......... s ;;- shin le over entire roof area. [ Z sta er all leade s d to ".,. ... _- _ _ . ..._ _...��.. -. _ :_.., ,.__._.: . ._. � .�`�_�,�.... „-�- �\'� M 9 CLEAN SAND GRAVEL 41. Q� PVC pipe to new dr wells. y .................. (........ v ................................................... ....... _ _...i................. ....._..... .. , ��,..... .. 15# felt over SII CDX Plywood — pp Y I i I , o g � o 8 Y O _ ........ ..... .�, / r' � I �._:... ......: �:.. ! ��.. O. .: sheathin with Ice weather shield — A U L I I �......_...-__...... .. ..... . .._..._. ,� -...... _......�.M�:.i .. X __.._... _ ...... .....'(��,. � ! _�-. , O _.. . ... ... at II perimeters and valleys --- cv @} -- --- - ------ -- ---- ---- - -- — N Oa F- , p\.. 1..2.......... ... ..N 12 overhangs around all areas; Q 1 _ - d t i ' I x8 fascia an vented, vinyl f 2x I 0 Rh ! _. . ....... ....-.. ...........�`� I beaded soffits. 9 iII ' ......................... ......._.. .................................. ..............................................................................................................................';...�,...... ..............._.......................................................... ..................................._.. .........._.........................:.......:.................................... .. ...._ _- -___ _[ _ . _....... . __._,......_...� _-..._...__.................................., . _._�..__.._...._... RUNOFF NOTE: _ ................................ ....... ' un .........._.......:...:::..::.::: _- Gutters continuous) around; _...... , ;I I ' I � LV 1 ... I Leader locations as per 9 nista er eaders drain to — - 4 0 PV , Imo' LV1=RIDGE—•�- 2�I 0 R ; pipe to new d y ells. i G!! 1 I rw I j -f a ,. ........_................. W_..... ..................... ..;.. ........ ............................................................................ ........................................................... ................... i ......................... j ;: - -- RUNOFF CAL =47: is 1 CULATIONS• — ! ' I6 i ,..�. .. .. 43 x 167 x 7.5 2058 all ns f runoff i I 9 I 9 0 o W i r ... i - - capacity = 0 Ilons I I 3 0 __ 9 0 x8 0 Q3 a I . ....._..... , ..�.,� � �.. �� � © 8/ 300 6.86 P,-:.: i �� 205 l e�, O Runoff Containment Reciuires: O a i i ................ ....... ....... I I I II I° — _ if O i 2x l RR ..,,�j l i � r` J - - g O al � � ' 2� 1 1 X deep x 8 0 rin R ecru _—" - - rovides 2400 total capacity) @, " of✓° '� °II .................................. p y w .... ...._..... .__.. .. ................ ............ .. ............ ... ................. ............................. ......... ... j i i � p N 11- i f: C a t 2 �. ...W ,, __�J _ j W ...Mm.....,,..m....,..,................__....... „.„..,..„...................r ¢ . _.......,.... .............,..,......: ,.�..,.,,..,.. ..... .m., i i �X- .I Y : t i _ ,�,. ,i M .i L S� ING.: fV ......................... _ ., ; ::..... Q ; 1 X I �.. LON CHI NEYi I ; : i . : . .._ -L i O O : !I } I ; — : ; L i i I NST T CRfi ET o l -CO U C 'i I' 'I , : i 6 I 1 I I fi t i 2 ** i E F I E ERE O L N d ! j} ................................................ .. ... ., ..... ... ............. .. : 1 "t I GE— 9 li i i CONVE i R , i ;I "f Y. 1 t I x R 1 i 2 8 .R I I II F i I i ;i i i 1 I - t I i <0 RAFTE i I x 0' R l� ji. 2 Iz :............................: V !i _.. . .._._ i i 'pORC'l1'' `'.�F':: fP�f�:B- ROVI DE' p E > a WALLi i _ i I I OC I i 6: t —� II LV ID. EI i� i I' II i �. 1, I z ii I 1 ii i 2x8 RR' a °I I i ,I I' ii — t I I I w II 7 I ji M I'P SSV EY i f i li t: ;@ LOWS OC�F i I � ail i I f RCt1'ROOF;IJNE'MLQ, i is i i 12 t N $.: �.................. ............ € I ��� SECTION SECTION I � I c 2x 1101 RR =1 ii I ) : LLJ (.............. ..... ..... ......... ... LLJ II ID Q � F I — Y ( i J 6� ii SECTION W � 13 Q N Z 'B O U = z � Q z ROOF FLAME PLAN SCALE: 4” = I '-O" OF Nr�pb MAS, � ,* 1 A '\ PAGE: 0 051 w ROFES$IU�R� 6 UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENT5 IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW GENERAL NOTES: .........._ • The information on this set of construction documents is to relate basic design ELECTRICAL NOTES: J� � I I Z" LVL RIDGE; � intent and framing details. They are intended as a construction aid, not as a substitute for generally accepted good building practice and are in compliance with �=- • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include /-i� f 5IMP50N C520 O L current 2020 New York State Building Codes and the 201 8 IRC. The general contractor pp �. CONNECTOR(TYP. ALL) z N O is responsible for provicimg standard construction details and procedures to ensure a installation of fixtures*specifications as indicated on plans. Light fixtures to be supplied by / - 9�" LVL RIDGE +� N professionally finished, structurally sound and weatherproof completed product. owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install = 1 F�F 9 LVIL N RIDGE; C52O O all outlets as per code. All work is to be done in strict accordance with the New York State Code O O N > -_ U z L c Y • General contractor to coordinate all subcontractors, scheduling of work an interaction between traces. d by a licensed electrician. All new switches*outlets to be Leviton,Toggle, supplied t-installed by contractor. Contractor to do all hook-ups as required for bathroom fans, cooking exhausts and {/� provide wirmg as required for gas fireplace and cooking appliances. 2x4 STUD FRAME GABLE 12 END WALL • The contractor is responsible for ensuring that all work and construction meets ARCHITECTURAL ASPHALT or exceeds current federal, state and local codes, ordinances and regulations, etc. ROOFING 9� OG These codes are to be considered as part of the specifications for this building FRAMING NOTES: WITH 15# FELT plan. OVER g" WITH PLYWOOD �Co 2x 10 RR 2x 10 CJ • If in the course of cDnstruction, a condition exists which disagrees with that as . All lumber is to be Douglas Fir#2 or better at I G"on center WITH ICE *WEATHER SHIELD °C R-38 BATT INSULATION I G" OCz LU __J w @ PERIMETERS *VALLEYS �p� WITHIN CEILING, ALL AREAS U Q in icated on these drawings, the contractor shall stop work and notify the designer 2� Q h the engineer immediately. Should he fad to follow this procedure and continue work, . All wood framin in contact with concrete or mason is to be pressure treated. 'ACQ'desi nation BOLT ALL CJ TO RR w/ 2-2' CB he shall assume all responsibility and liability ansmg therefrom. g masonry p g refers to current arsenic-free treated wood standards and shall take the place of'CCA' • Dimensions take precedent over scale- DO NOT SCALE DRAWINGS. 2x 10 CJ @ I G" CC SIMPSON H7 CONNECTOR I O'-14°ABOVE SUBFLOOR 9 2- 2x I 0 HEADERS ABOVE ALL • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include /� � 2nd PLCCR DERE A UNITS; • The designer has not been engaged for construction supervision and assumes no squash blocking web stiffeners at bearing points on girders and other load bearing areas I x8 AZEK FASCIA, CENTER --. �� 2nd f STRAPPING responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences or procedures or for safety • Structural Steel ASTM A3G - FY= 3G KSI ...................- ..................... BEADED VENTED VINYL precautions and programs in connection with the work indicated. There are no -- SOFFIT warranties for a specific use expressed or implied in the use of these plans. • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, • Contractor to provide hardwired smoke detectors, with battery back up, and with etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be DRYWALL ALL AREAS no intervening switches, on all floors and in each bedroom. Verify with local code nailed/bolted in accordance with the manufacturer's specifications. W requirements as per Section R3 14 New York State Residential Construction Code. 2x6" ACQ LEDGER BOLTED b W Install carbon monoxide detectors as per code. • All floor sheathing is to be 4"AC type plywood, tongue�-groove and shall be glued and screwed to TO HOUSE FRAME; PORCH MASTER the floor Joists (G"O.G. edges * 12"o.c. field) RAFTERS SIT ON LEDGER bo F UNDATION NOTES: FASTEN w/ H2.5 SERIES z • Solid blocking is to be mstalled every 8'-0" max. or mid span of all floor Joists with spans exceeding 12 • General contractor to review plans, elevations and d 8 details to determine '-O". Blocking is to be installed at all point load bearing points. 9 intended heights of finished floor above typical grade. PROVIDE CS 16 FLOOR TO • Install double Joists under all partitions running parallel FLOOR STRAPPIN G FROM • Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. „ 'r, 4 PLYWOOD SUBFLOOR 75 L i„ 2- 9 LVL HEADER UPPER STUDS TO EXISTING • All exterior wall headers to be as indicated on floor plans sections and all interior w/ NAILER FOR TRIM R-19 BATT I I Z"TJI 230 SERIES FJ @ I G" OC LOWER N • Concrete shall be FC = 3,500 PSI @ 28 days headers are to be 2- 2"x 10"unless otherwise noted. All headers exceeding 5'-O"shall have a double BETWEEN FLOORS .............._.._.................. ....................................._. L �c Jack stud with a single king stud on exterior walls provide double sill plate (typical). 4 g„ _ • Concrete on 4"sand or gravel fill minimum, with 6x6 - 10/10 welded wire mesh _______________ w_ =� ti_ - J } _ 2 118" LVL RIM SET ABOVE 0 EXISTING WALL TOP PLATE; RUN IX4 FREIZE AROUND CONTINUOUS ABOVE ALL EXISTING 3 reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor iia" u l... . ...a........ L O o) — Provide i o e Hsu anon baffles a a n t Cave vents,between ra r fte s and soffit v n e is as indicated ;; barrier. Welded wire mesh is to be placed in the top third of the slab and is to be OUTER SIDE OF POSTS; ............................ adequately supported b recast concrete bar su orts to assure that the reinforcement on plans EXTERIOR WALLS REMAINING; - — I'x 12 ON INSIDE OF PORCH ;, INSTALL SINGLE TOP PLATE ABOVE N q Y pP > p I'p L WHICH TIES INTO ALL INTERIOR = 6 O s held in position during concrete placement anc finishing. • Exterior flashing is to be adequately installed at all connections between roofs, walls, x g; WALLS NEW EXTERIORS O , chimneys, ro ections and penetrations as required b approve constrction ractices. • Isolation Joints are to be installed between the slab and the walls. Use preformed y p J p q y pP P NEW ENTRY KIT' EN Ln s j O O Joint filler that is to be cut I/2"below the slab surface and the resulting Joint is to be filled FLOOR PLAN NOTES: 6x6 POST WRAPPED o m ; KITCHEN w ows 'RIP LVL TO +/-I 0 8" AT ALL ANY _,_, p with an elastomeric Joint sealant. w/ I x MATERIAL. PROV. �' m IN FOREGRU D TRANSOM WINDOW LOCATION O BASE DETAIL TO CONCEAL General contractor to install cop-r-tex(or copper)sheet metal termite shields • Dimensions shall take precedent over scale drawmgs, DO NOT SCALE DRAWINGS STRAPPING I EXISTING 2x4 STUD FRAME • EXTERIOR WALL TO REMAIN, between all wood surfacers that are exposed to concrete or masonry surfaces. • All interior walls to be covered with J"gypsum board with metal corner reinforcing. All RAISE HEIGHT AS INDICATED. • Dampproof exterior of foundation wall with a bituminous coating; Foundation drywall products, including gypsum board, screw,Joint compound, tapes l trim shall be U.S. PROV. H4 CONNECTOR z excavation upon approval of building department inspections. Gypsum Co. or approved equal. All Joints shall receive 3 coats of Joint treatment. Sand final �'x 6 DECK " PLYWOOD 5UBFLOOK PATCH SHEATHING w/MINIMUM O coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and I x I O AZEK 2"TO MATCH EXISTING — PLUMBING � HVAC NOTES: sparkled, 3 coats, ready for paint. 2x6 AC J R-13 INSULATION ~ 9--'-2--x ACQ GIRDER @ 16 OC w/3" ROXUL p BOLTED THRU POST W/ I W W • All plumbing work shall be done by a duly licensed plumber and must conform and adhere • Interior paint to be Benjamin Moore, walls"dove white"and ceilings white, unless (2) - "CARRIAGE BOLTS otherwise decided b homeowner. All interior trim mouldin s to be hi h loss dove white. 2x8 ACQ GIRDER TO BECOME EXISTING FLOOR BEAMS (f) J to all New York State building codes�safety requirements. Y g g g r LEDGER ACK055 FOUNDATION TO REMAIN; SISTER NEW 7 4" SIMF50N ABU44 WALL. SHEATH BEHIND � FLASH. LVL, RIPPED TO MATCH, EXISTING FOUNDATION WALLS O .Q, • If wall plates or Jcists are cut during the installation of plumbing fixtures or equipment Insulation ratings and installation locations as indicated on floor plans#sections. CONNECTOR(Tl'P) BOLT TO HOUSE FRAME WITH 5" UNDER NEW KITCHEN LOCATION w/ASSUMED FOOTINGS TO contractor must provide appropriate bracing to tie framing back together. "LEDGERLOK' SCREWS @ I G" O.C.; REMAIN, ALL AREAS z • Interior doors to be solid core wood; style to be determined. Interior trim to be 6x6 ACQ POSTS ON 12" DJ TO SIT ON GIRDER AND STRAP O • Plumber to supply and install tankless, on demand hot water heater. I x4 casings with backbands and 54" neck base trim with shoe. SCNCTU P S POURED WITH 51T TIES • All bath *kitchen area walls and ceilm CONCRETE FOOTING • Plumbing fixtures to be supplied by owner; installed by plumber. gs adjacent to wet areas to have water resistant 20"x 20"x 8"d. p drywall, and provide cement board for all areas set to receive tile. TYPICAL DECK FOOTINGS • Mechanical subcontractor is responsible for adhering to all applicable codes and Q safety requirements. • Kitchen to have countertops as selected with ceramic the subway backsplash; all baths to have ceramic the floors and surrounds as selected by homeowner. • HVAC subcontractor to fully coordinate system data *requirements with the equipment supplier and to provide final system layout drawing and submit it to general contractor, owner and equipment supplier for final review*approval. • Mechanical system to be 3 zone with damper controls on second floor. Include BUILDING SECTION "All optional hydrating air system within. SCALE: 1, = 1 '-0" • HVAC subcontractor to vent all dryer$cooking exhausts. NAIL.......... __..._.._...._....._........-__.__-............ ._.. ._...._.___..._....._.._ ......_.. ... .._ ...._ _...._..- _.. _......_.....__�_ __ ... _.._.._. .._.................._....._...._.._............____..r..r.......__.._.... .............-, .. ...-_- _....__._._................ __................ _......_...._... .__._..__. ..._......... _........ ............._........... Adapted from Standard for Hurricane Resistant Residential Construction; -95TD 2015 WOOD FRAME CONcitRUCTtON MANUAL - Construction I I I 0 99 and 20 18 SBC High Wind Edition Wood Frame Cons ruc ion � ��:.<� �. "�'�\\\\\\ \....... \3� \\ .< ,.,w�"� ..0.g• .mac.: :�_., y;: In S�\:.. :;` :... ,..,, :�` a Fasteners and Connectors ' IT` SRI\ \D Nd\ \\ \ L C2L1fY \O\�.. \`\ lNt :, ecto s for Wood Frame Construction tRAMI-1 1-G, Generated 'VY''RESC17 I . A continuous load path between footin s foundation II s was floors,0o s Studs��, � uds and ...... . ............. RAPT RTO TOP PLATE €Teat NAILED �a.(3"wALL:a_ d PERRarI°R roof framing shall be provided. = e C,Han -'� * ___.....__.._..__._...................__.__._..__ ..._.._......_.....__-__._ I _...._._..._..__..._._. _.__._._ I CJ-aWALL--3-8d xe PER I AFCERman LL_ _ _.__.....__.... fic ......_........._.._..____...__._.__..-......._.....__._._. ___...........___.._.._.__........____...__............._ ______.__.__ __... W L T TO TOP CEILING sols...........PLATE. .. ._._..__..__.... 1 a _NAILED ?'W?_?A! ' !�_ °! �.. ____.....__..._.__..__.._... .._..__...__._ 2. Approved connectors, anchors and other fastening devices not included in N o .......?..fl'fl"WALL 4-8d PERJ©157 .. ... _.. ...... ....................... _ U n 2306 of IBC shall be used in accordance the Residential B ilding Code, Sectio 3 CEILING JOIST TO PARALLEL.RAFTER I FACE NAILED SEE TABLE 3.7 EACH LAP with ....... I _�-_ .. . .._.._.... ..- _ _.---_-- .__.. w manufacturers recommendations. z CEILING J015T LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP _ _ . . ............. ,F- . . . _......�......... _ ...._... ._.._... _ __...... t BAZAR� RESIDENCE CC3LLAR TlE To_RAFTER !FAC1<NAILED sEE TABLE 3.�F PER TLE_ Project 3. Metal plates, connectors, screws, bolts, and nails exposed direct) to the BLOCKING TO RAFTER ;TOE NAILED 2.454_. EACH END_... p p y ... _.............. _._.....__..._.._.. _ ..............,...... .m..................._..... U a°i RIM 15CARD TO ER ""` "" m'" m - """ � "�'" �"i��j "'"" �H END weather or subJect to salt corrosion in costal areas, shall be stainless steel or L ...__............._......... ._. ........... ......._. ... ..... _.. hot dipped galvanized. Energy Code: 2018 MCC z c� ................................... .............................................. tIALL F #vti C� ' l? CUtC !!E' I£4If York to nstmction TOP PLATE TDTC)PPLATE IFACENAILED _ 2-1 G61 ° PER FOOT „ 4. Where windows and doors interrupt wood structural panel sheathing and XPe 1rrIle• amlt[�r TOP PI_ATE5 AT�INTERSECI"ION5 .__...._..___._ FACE NAILED 4-1 Gd JaINT5-EACH SIDE Slclln , framin anchors or connectors shall be provided at the t0 and bottom Pro° ct Type! _....-_-___.......____._..__......_.___._._.._. -...-._ ___........__._........._..__ _ _._.__........-.. ._.__..................._.....-..._._...._.. .._......_.__- g g p pflew iCoInstrudlon STUD TCa STUD FACE NAILED 2-1 Gd 24"o/c _ . of cripple studs, header studs, and at least one stud at each side of opening. Conditioned Floor Area: 2,801 2 HEADNf TO t1EADEP. FACE NAILED 16d 16"01C ALONG EDGES TOP OR BOTTOM PLkfLTC:,STUJD.................. END NAZI FD 2-1 Gc# PER 2X4 STUD ........... ,Glazing Area - - - -" 5. Rid e straps shall be attached to each air of o o5n rafters except where g p p pp g p CUmate zone: 4 (51 72 HDD) - 16d P>R 2xs STUD collar ties of I xG or 2x4 lumber is located in upper third of attics ace and __._.____._..............__ __. _.- _. � PeTrrilt Date:. _ 4-1 Gd PER 2X8 STUD pp p .........................._....____.._.._...______ attach to each air of rafters. 8O T TCSM PLATY TO FLtxr7P,JOIST. _ W_.-. p PE�'ITf��It�tl'S11�r: BAAIDJOIST,END JOIST,09,BLOCKING PACE NAILED 2-1 6d ° FEKFOOT G. Uplift connectors shall be provided at each rafter bearing. m FLC?+DR FJAMING _ ft 7. floor tt it o to floor hold-downs wn 4 rUC'tiQ 5 �: ,.•� o s to be provided every 4 and e �eT A nt: ..:: ........... . - _....._...._............. __.._...._........�..............�.. ;u ...:: _................... .. �>. every 16 within 4 ,f 1. r� a" � p Ery 8, a ry �� S� � 1Ct1 tractor o JO15T TO SILL,TOP PLATE,DR GIRDED; TO=E NAILED 4 ad PEP,J015T of exterior corners. arbor Lane U BRIDGING TO J015T TOE NAILED 2-8d EACH END Ctltchogue, IY _._......m............................................. ............ ....._....... ..............._._.. ... ............._.-._........._.... � _......_._._..........� ........._....__.... _ BLOCKINGTOJOtST TOE NAILED 2-3d EACH END 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the BLC)C KING TO SILL ORTDP PLATE TOE NAILED 3-1 Ga EA BLe�cK foundation with anchor bolts having a min. bolt diameter of 5/8" and 3"x 3"x 015TON LED TC)TO D FACE ILEAILED 3 1 9d EACH JOIST ___.____,-,---- -- 1/8" washers. A minimum of one anchor bolt shall be provided within G to 1 2 J015 N LEDGE O R O EANt OE NAILED - T B T t D �d PE J R O 5T I y� a d " ...:e�T.rix ;,F,! :(.\"+'< .m iP i .�....:..:. i, �.. ew ;� ,�� - --- ~--- orches of each end of each late. Anchor bolts shall have a minimum embedment ' �. ani ca ;= �a,=- BAND JOLT TO JOIST END NAILED 3-16d PER JOIa`� p of 7 inches in concrete/ mason CO MPtfance' 3.2%Better Tham i:^.tt>Irla Maximurn UA; 4cr6 Your l�& 4S1 axl"<'rasrm SHGM 0.x40 Ymuar§H=OC: 0.20 u--I � ehht,g J015T TO SILL ORT FPLAT� `__._.�_OE NAII�_ ._-_....._ _ �-f��__............._____..... R FOOT.____-..-.......-._ ry foundations. Anchor bolts shall be located __......_._.,_....__- _ _.._.__.___.._.--- -.--- r d trade-oft i ri`�. C9t)(.;SHEAT(#fN 5 orae an c3 use et t tai move a miAknu #Aron. The%Better ,•..,.. �. ..>..; .:.:...:.�: �<�•. Vim' '"` '.z:,..,,�.�.,: ... L�.9E r er5t' �tn��tt r u � �i't�Nia9nte the e �o � m within 12 inches of corners and at spacing not exceeding 4 feet on center. ;a i ,'_.........:. .�.... .... Slab-on-grade tradeoffs are filo Ion W � 4'PERIMETER EDGE ZONE- 16 OIC-£� AT FANEl.EDGES longer�eQnsltfJ°-ed Oil tl•lf"UA or P � ;�I'l+~�Ca�rnpllattre path In'RIvSCCOG EFJ�cIt Sfab�dn-!gi'act� STRUCTURAL PANELS 8d......._....... ......................AND AT INTERMEDIATE SUPPOKT5IN THE PANEL FIELD assemblyIn the sP I led climate zone Insist meet the minimum energy code In�i2*latlan 11-value and depth requirements. .._............. DESIGN LOAD CALCULATIONS C o INTERIOR ZONE_ 16"0/0-6"AT PANEL EDGES AND 12"AT INTEKMEDIATE SUPPORTS IN THE PANEL FIELD W Y F{)R ROOF SHEATHING WITHIN 4'-0"OF THE f EPJMETER EDGE OF THE RC)OF,INCLUDING 4`-O"ON EACH SIDE OF THE ROOF PEAK,THEW-fl"FLFJN"ETER MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(tbsf) Envelope t•1� � o EDGE ZQNL ATTACHMENT RfQUIRMEW5 SMALL BE U51<D.._ bl _.__..w...._...___.r_.... 1 I G LINGtiEAT NG ' fI 60 :. . I 1}ECK a 40 . ......... ..... ... 'irk r . . : • a G M ATTIC5 WITHOUT 5TC3RAGE NO r YPc>iJ WALLBOARD' Sd COOLERS 7 EDGE/ I fJ"FIELD I 0 ATTICS WITH STORAGE 40 t' Cr �- AI tSfiJ ATrIJNCp �` U ROOMS, OTHE T ..... .. . .. R HAN SLEEP :. ....� ... ....:���.. .. R LNG ROOMS .... .... ,... �....:����:: :. . �. ...�..._.::��`: .. .. _. ( ) 40 �eltlnq �.:FIat+Celliri or Scissor-Truss t,�t14 I�.t7 Z ° 0t 0 `0.030 0.026 42 37 N STRUCTURAL PANELS 11 a.Gale.Roo#a Hari aLEEPiNG ROOMS 3(� Q I f2" g n9 3"EDGE/6"YIELD :_._.._.. .-....... _ _ _._._... -..f:I21x1.s"L.x.7/1G"head)_ 'Wall 1;t oodFrame,16,o..c. 3.UO 19.0 0.0 0.060 I; 0115st1 144 214 Z 125/32" i I�a,C>aty.Roafm9 Haat 3"EDGE 1 G"FIELD Door 1: � as __.___._...._.._ — .. ..............__.... __...........I.........._....... ...... ...._.._............ {.12'k 1.75L Y.3/8"Yiead) 15o tI»313th Q» :� + _........._.. ._ _......._-.. ...._. __................. . ................... CLIMATIC AND GEOGRAPHIC DESIGN .CRITERIA s I°Jt3ERBOARD PANELS 7/16" 6d 3"EDGE/6"FIELD 48 Viindow 1°.VlnyVFib l;asS Fro me.Double Pane with =25 32 f 8d 3"EDGE 6 FIELD / �RouNO�NOw LOAD �� Ib� Low-E Yf ltvl 6VAltEC�AFt� ._.._...... ....._._...._....- .... .....__...._.._ __ ........__ ..._..._..5d CO�Lff ` 7"EDGE jMIQ"F€Eui-........ .... _.__.._....M... ....... �..�.�. .....�.. 535 -,0300 13°320 '161 171 _....................... . BASIC WINE)SPEED 130 mph SHOO 029 4'EDGE ZONE- 16"O/C-5"AT PANEL EDGES AND 12"AT HARDBOARD DIATE 5UPPOKTS IN THE PANEL FIELD re Cate ory B Floor 1:All loo JotstIrruss-Over Unconditioned �..... T X114 .'2$.13 CI.CI 'i1.13d2 it»i847 59 �d 1NTERIvtE __...._............_.__......._..________ _.______._.___ .ef 1NERNE ZONE- 16"0/C-6"AT PANEL EDGES AND f 2"AT SEISMIC DESIGN CATEGORY H $I]i�Cit' ' 1RiTERIO DIATE SUPPORTS 1N THE PANEL FIELD 5�P � OF 3 t G .,......_. ...r. � ..._ ..< .: ... HERING EVERE 1Uc' 'Lal` L kO \\ ..::•...:., rn\O �\\\\yo\ye ,p\\yra = ogse e ee; 115 l [Ii(j651 rl described IrfSiSitTYlt'It17 UB IIClT1'., >Loc StATiiIN wEAT Stant S !itx The e g fM c prts,`speCificzltori ,and other S q M.......>..... ., a, .:�...._............_:s"FIE FROST LINE DEPTH 3 z� calculations tirril d�rrlth#lire permit application, St:e pripprrs i�buil�ru7 his been designed to nr+r±eC the 2CI18 N1=�1� nri wren In STRUCTURALPANELS- J'OR LESS 8d &"EDGE/ 12"FIELD RE$cher-k VetsioO;'RE'Scheck Web'bnd tD comply with the._.....�..,._._....�.._.. .___�_.;.__..........._..._._�.._..._........-................__......... ._......................_ ......................_..-...._..._._.__._._............._ ._............_.w...- __._.__._..._........ TERMITE MC)DERATI`TG?HEAVY Ply trtandator+�rerlv.illfierrierrf's listed in tt,iB`RES�k"ins3ai�t�CM►ia klist.� I 1 ..� ICE BARRIER.P.,EC�UtP�ED YES Na ling regtxrcments are based on wall sheathrk3 nailed G inches O.C.at the pane(edge. If wall sheathed is wiled 3 wche5 O.C.at the panel edge to obtain Nt3tTl@�Ti1Lli Sid�rt��lJrL° j higher wear capacities,naalinj recli3srements for structural members shall be ecubled,or at � _. _ - .........._ _ j Z SIVA �O 05�v, " When wall sheathrng is corrtarw�s Y.iver connected members,.the tabulated number of nada shall be permitted to be reduces)to I-t 6d nal per foot. ROF sSIoNA�' PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF 5EC. 7209 OF THE N.Y.5. EDUCATION LAW L N � N m O 3 4u N o z ct�� Qmz TYP. WALL FRAME-REFER TO SECTION DETAILS I I Z' LVL RIDGE ........................... ........................- .. EXISTING MASONRY SIMPSON C520 4...._...__......_.....___....__.........r NEW WINDOW: 3.7,1 CollibiB o ill -� 1 -, CHIMNEY TO REMAIN- R1 FERTO PLANS FOR z CONNECTOR(TYP. ALL) / EXTEND HEIGHT $ FLUE LINERS FOR CLEARANCES Tmu or TYPE AND SIZE Iii st IX3 MIN. PRE-PP 2z4 ceiling � U } / AS PER CODE o cn o co I�l`L NEW EXTERIOR CLADDING TRIM AROUND EXTERIOR Lateral bate st$°eAL 10d Kalb OF WINDOW TYP. '240d Nalb Gable Thm1 12 i 9 ~ 2 112" NO. 6 WD SCREWS G TYP. AT 16 O.C. MAX. 3"FROM END TYP. ~ . CONSTRUCT CRICKET 1/2"PRECUT STRUCTURAL WHERE ROOF LINES ; PLYWOOD WINDOW PANEL 2� CONVERGE TYP. FOR ALL WINDOWS 3d 066ildfft Is 016'0.6. I AND GLA55 DOOR5. 2wAi to*nth R-38 BATT INSULATION 9 " LVL RIDGE, �mock � WITHIN CEILING, ALL AREAS 4" PLYWOOD 5UBFLOOK HIPS *VALLEYS I 4 BOARDS WIDE @ LOWER ROOF 0 doge 2x I 0 CJ @ 16" OC LINE AREA for Nile at 7'o* _:::::::� I&"malls� 73 ................................................ 2- I t " LVLE"of stmp 2x CJ N HEADER JOISTS FLUSH w� �6„ ' _ L BOTTOM OF HEADER; BEDROOM HALL TECO INPo ca GLAZING PROTECTION DETAIL m m 2x4 STUD FRAME EXTERIOR o L WALL @ 16" O.C. w/ I" CLOSED NOT TO SCALE } T- O CELL SPRAY FOAM, K-1 3 BATT INSULATION, 8" CDX PLYWOOD N �j Lp 00 SHEATHING, HOUSE WRAP 51DING u, Q O A5 ON ELEVATIONS; "GYPSUM BOARD ON INTERIOR 4" PLYWOOD SUBFLOOR m I ; 118"TJI 230 SERIES FJ @ I G" OC a� EXTEND HEIGHT Of (s) 2- 1 1 Z' LVL FLUSH j EXISTING INTERIOR HEADER, TECO ALL FJ PARTITIONS m � II EXISTING SLIDING N I DOOR TO REMAIN- DEN CL. LLJ W MINIMUM 2- 2x 10 m J HEADER ABOVE w/ I O Q NEW STRAPPING (L. } 2x6 ACQ SILL PLATE 0 1OVER TERMITE SHIELD z OVER SILL SEAL; O ALIGN 5UBFLOOK PROVIDE SIMPSON C520 W/ LPT4 CONNECTORS Q NEW 2x F C) , ; Q.............. EXISTING FLOOR STRUCTURE, @ I G" OC e" DIAMETER ANCHOR BOLTS GIRDER, COLUMNS, POSTS - OPEN EXISTING BOX W/....7:'....MfN......D.EPTH....@...48:'..Q...C....................._........................_. _. ALL TO REMAIN t 51T NEW JOISTS ................_.......................... ON EXISTING SILL W/ MIN. 373"x8"WASHER @ PLATE EXISTING 13 INSULATION BASEMENT - 8" POURED CONCRETE BASEMENT R- UNHEATED, w/3" ROXUL UNFINISHED FOUNDATION WALL WITH KEYWAY* 1'-4"X 8" FOOTING; _..__.__....__................._....................._...... __.., 4" POURED CONCRETE PROVIDE 2- #4 REBAR WITHItd WALL SLAB ON COMPACTED AND FOOTING. DAMP PROOF FILL; ALIGN TO EXISTING PERIMETER OF ALL AREAS _ Z *NOTE: CONCRETE SHALL BF :�•: •� � I a LVL RIDGE; PC = 3,500 PSI @ 28 DAYS _..._...__.._.._..-....._................_......_............ _. FOOTINGS SHALL BEAR ON T� w uM� CONNEC7C7R(TYP. ALL) n UNDISTURBED SOIL WITHIN ___...._.._........._.......__..___._.._ Ln ......................................... __._____._-_ _._..._ _........._...._.._..._.................................................................................__-._ ui BEARING CAPACITY OF _ _ - 1 .5 TONS PER SQUARE FOOT ARCHITECTURAL A5FHAt .................................. ............_.._...__............__....................................._.. .........:.. _......._:._... __..__...................._.__............_..._..._.... ___.-............._............_.........................-.-.--:................ ........ -.....................-._............... ROOFING WITH 15#/_ 1=LT OVE ::...........bD__._._._._._..-.-.-_-... _... _.----- _.. ..........-_.__...__-._............_..........._....._.._.. _... - ......- W R s CDX PLY d ......................................................................................... .................................................................................._............ ........._..............._..__._...._..._......................_....- ............._,...... .._,.........__......_............. II II WITH ICE *yeATHER 5H TED.................._..................................._........._.. ............._.._.._............ „OG LL - WITH ......._..........._........_............._........_.....__.. ....................................................... BUILDING 5 ECT I O N B @ PEKIM41'ETEK55 t.::VALLE . ::: : _.._ ...::::::.:.:::::....::.:: W L - 0 i IV 3 :_.._._.......•..........................._._.._..._........... .._._...._.. ......._._......._......_._...._.. _..........._......_................_......... In u SCALE I 0 _...........,.,.mr..T._........... �o ».:,........... ......,,,».,,.,ry » m�,..»,,.,»,,,,»»»„ry »,»»„»,»,»»»,,,» z 4 - - _ _ __—_ 2� 4” PLYWOOD SUBFLOOR -.::::.-:::::::::-:::,.:....,;_:.....:.....:::::.:::::::......... z — . -.. . _.-_ .. < 5Q..LTAL�._C.J.._TCLE'R-wt. - ".NCB.....-....-....� .. 2 BOARDS WIDE ::...._.._........_..........__........._...............-..................._.................................................................._........._.........._......._...._.... _........ 2x I 0 CJ/CT @ I G” OC � -L" z � " @ 9 I -L ABOVE 5UBFLOOR - R..,.........:.,..._��...._........_................... _ v -........................................._._................._.... _......._....._........................ ...................... ..::--:- ... .... ::-: 4 (7 ROOF f..xB...AZ.EK...FASGtR,..GENTI R... 2x6" FALSE RAFTEP.S :::.:::::-::::::::::::::-::::::::.::::::::::::.::::::::.::::,: ROOF LJ VENI ................................._.......................BEADED-VENTED..VINYL .... WITHIN BATHROOM 4 1 2 10 HEAD R5 ABLOVE A L i { j' !' 2nd FLOOR WI 1 DOW UNITS; __.. [- :.I.W». MASTER CLOSET MASTER BATH CS20 STRAPPI G t Y ^^Mi I -- 2x4 INTERIOR STUD MOISTURE RESISTANT =p m GYPSUM BOARD IN ALL ro ATTIC =- 1.. - -- -;-- -- W �--�°------- PARTITIONS,� GYP. , _ ----- -�--- 2x4 STUD FRAM f EXTIQR_._._,.,,_,;; BOARD EACH SIDE BATHROOM LAUNDRY AREA _ —�-- T-- '----- '` WALL @ I G 0.C.Iw/ I LOSED 2- 2x8 HEADERS ABOVE _T I o j CELL SPRAY FOAM, R I,3 BATT ALL INTERIOR DOORS i i I BATHBAThi 2 LAUNDRY I 3 I I .............................:.....:..........1'NStJf�Tf�3P�;.g ...`DXma_ .............. ! P OC)D _ Ski.1=A >ktistG SE P 4 HA. DIE I II FLOOR � 1iI I I ¢ !I !—�- I -_..... . (, I I/2 1 I I/2 I I/2 I I/2 I ; -. PARTITIONS RUNNING ' f T �hI/I 1 114 ...I I/4 I I/4 mO I TEtiOR11/a 11/4 80 R-19 BATT _...._...... __..... 01 0 SINK I I Z TJI 230 SERIES .r................................................BETWEEN FLOORS UL_uW.M ! - "F.J. @ I G" O.C. - z �°J 4tft HE DERS RIPPED SH SH WER TO..FLOOR TRA PINODOUBLE JOISTS UNDER I ORTNSOM WSECOND I v�- s 2a 2 2 I 2 , I PARALLEL I - FRAMING - 1 1/4 1 1/4 2 I 1 1/4 1 1/4 I IRST! 'ALL GREAT ROOM I I' I 2I I P m C.OII 4 � " DRYWALL ALL AREAS ^� I _ I. !T I� E IOR 5- �P.l G N U, . rRAME EXTER Y I; 4 I C.O. ! I ! I O flWALI I " O C. w/ R-15 BATT ILJ o Y=......................................................................................e= I I I..r�,i ; i S I ',T ,;� CDX PLYWOOD 3 Q o� ----- F.A _.�Ii ....................._-.—...... ....................-, --!I�.:� .-._.----.........�OPRO_VR ITDEE'RS. SE-LHB--A-'. ..1 ........I..N....1 ..,_:.: ..H...._E.! ...S_...E....W......._R....A.._..P........t......_H—A-R-�,-I,.E E NTKITCHEN BATH ILPLATE51DING 3.1 ITE SHIELD TSEALI 4 PLYWOOD SUBFLOOR 1vaTi v '1 v2 a IMPSQN 520 QVVR Uz z_ o � ���rN�-re3�s __................................................................_............_...._..._.__..._..........._......._...._....._........---..........._....-_-....—......._..........__.._............,.A LAV ......................................................................_.-...._.............................__.............. _........_................................._..........................._......... ___.._..__._......................................................................1. z SINK D W a _ r ....._......_...-............................_..._........... �— 2x8 FJ @ 16 OC i 8" DIAMETER ANCHOR BOLTS K-13 INSULATION FIRST FLOOR W/7" MIN. DEPTH @ 48" O.C. w/3" KOXUL C.0.1 2 2 1114 a W/ MIN. 3"X3"4"WASHER @PLATE TO EXISTING SUFFOLK COUNTY 4 — DEPT.OF HEALTH SERVICES 8" POURED CONCRETE BASEMENT APPROVED I.A.SANITARY SYSTEM FOUNDATION WALL WITH KEYWAY* 1'-4"X 8" FOOTING; PROVIDE 2- #4 REBAR WITHIN WALL AND FOOTING. DAMP PROOF APPROX. BASEMENT PERIMETER OF ALL AREAS HEIGHT- MATCH FX15TIN13 �P��of N W Y� ,� ,;5 ,3 MA SLOPE" 114" PER FOOT PITCH TO DRAIN o r BASEMENT1 1 tij' z� p ,I j a PAGE: fZAM BUILDING S ECT I O N IICII `2sFa 41o. 05, PLUMBING R15ER DIAG SCALE: I ,-o,, AR�FES510NPv- NOT TO SCALE (5 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.S. EDUCATION LAW L N N O Z L6 z° Qcoz z . w U Q O N O CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS PROVIDE 1/2" SPACING BETWEEN THE END STUD UPPER SHEARWALL AND THE 2 OTHER STUDS BOLTS FOR ALLOWING CORNER BRACKET NOTCHED RAFTER CONNECT CORNER STUD = HOLDDOWN INSTALLATION RAFTER TO TRANSFER SHEAR ANCHOR L RIDGE , FASTEN WITH (2) 16d 3 - RIDGE COMMON NAILS @ 6" O.C. n z N SIDEWALLo 0 ENDWALL THREADED ROD C) U SHEAR WALL CORNER CONNECTION �-- DOUBLE PLATE TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING z ANCHOR 0 KING STUDS CORNER BRACKET BOLTS p uJ IV LOWER SHEARWALL (W J CRIPPLE STUD 0 SHEARWALL TO SHEARWALL RAFTER O HEADER SHEARWALL HOLD-DOWN DETAILS C O N.T.S. 0 RAFTER JACK STUDS p TOP PLATE p Q TOP PLATE O �� DOUBLE TOP PLATE WALL STUD I I �_� 3/8" PLYWOOD SPACER TYPICAL HEADER WALL STUD TYPICAL HEADER CONNECTION I OR A5 PER PLANS MT524C RAFTER TIE TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION I I BY 51MP50N OR EQ. 11. RO�Gy \ I I I I I I I I I I TYP. AT WIN. HDR. op WOOD HEADER/ WOOD BEAM ��R eN��o � REFER TO FLOOR PLAN II kR.R. AT I G" O.C. A5 PEP W PLANS 2ND. L D Now Ij (2) 2"xG" JACK STUDS C 2"xG" KING STUDS DBL. TOP PLATE AT Q HEADER DETAIL C� TO BOTH SIDES) F. — SECOND FLOOR OR 2ND. FLOOR PLATE AT 51NGLE STONY �u SUBFLOOR NOT TO SCALE _ . _ . w WOOD JOIST WOOD JOIST RIM BOARD N BLOCKING JOIST DBL. 2XG TOP PLATE I. I I IA/4DER 5TRAP5"X24" 20 GAGE Q JOIST HANGER 1ST. FLOOR TOP PLATES TYP. II I I I I AT 2ND F R. EXT.�P �C U ° GIRDER/HEADER USE 8d COMMON NAILS @ Gu OPENING WALLS II I I WINDOW _..I I - WOOD GIRDER O.C. AT FIELD AND 4" @ I.. 2"XG" WALL FRAME @ I G" O.C. z WOOD JOIST 1ST FLOOR WALL STUD EDGES -REFER TO PLANS FOR DESIGNATED AREAS �I I 114"X24" 20 GAGE 2XG BLOCKING TYP. I I I JACK STUD STRAPS TYP. JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER I AT SEAM AT ALL ( AT 2 SIDES OF OPENING BLDG. CORNERS ° TYPICAL MULTI-STORY CONNECTIONS 2XG WD STUDS AT w o � I G" O.C. TYP. N RIM JOIST 1ST. FLOOR WALL STUD 0 112" CDX EXTERIOR GRADE PLYWOOD SHEATHING I I/4"X24" 20 GAGE . — . TYP. Z HEADER STRAPS TYP. 1ST. FLOOR PLATE RIM JOIST A5 PER PLANS AT EACH STUD SUBFLOOR — REMOVE EXISTING SHEATHING w WALL STUD WALL STUD RIM BOARD WALUHEADER A5 REQUIRED TO APPLY STRAPS • BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE SILL PLATE NOT TO SCALE tau m DOUBLE JOIST DOUBLE JOIST p m NAILING DETAIL (ELEVATION) FOUNDATION WALL NOT TO SCALE L W -� 3 TYPICAL WALL STRAFFI NG DETAILS p z �- o UY NOT TO SCALE ° DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1ST. FLOOR TO FOUNDATION CONNECTIONS z ��P�E 01VIEW yo Mq n t., PAGE: 2NFp 40. AROFESSIONP�F 9 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW