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�o�SuFFU1�� Town of Southold 10/11/2022 y� P.O.Box 1179 53095 Main Rd 41j�l Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43468 Date: 10/11/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1125 Navy St, Orient SCTM#: 473889 Sec/Block/Lot: 25.-3-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/6/2020 pursuant to which Building Permit No. 45321 dated 10/13/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including deck,to existing single-family dwelling as applied for. The certificate is issued to Weinraub,Claire&Duffey,Augusta of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45321 4/22/2021 PLUMBERS CERTIFICATION DATED 5/26/2021 risto DeStefafi Au rize gnature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45321 Date: 10/13/2020 Permission is hereby granted to: Weinraub, Claire 194 Lincoln PI Apt#1 Brooklyn, NY 11217 To: construct additions and alterations to existing single-family dwelling as applied for per Landmarks approval. At premises located at: 1125 Navy St SCTM # 473889 Sec/Block/Lot# 25.-3-5 Pursuant to application dated 7/6/2020 and approved by the Building Inspector. To expire on 4/14/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $745.60 CO -ADDITION TO DWELLING $50.00 Total: $795.60 4 Bu ing ar— Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. July lst 2020 New Construction: Old or Pre-existing Building: �/ (check one) Location of Property: 1125 Navy Street Orient House No. Street Hamlet Owner or Owners of Property: Augusta Duffey Suffolk County Tax Map No 1000, Section 25 Block 3 Lot 5 Subdivision Filed Map. Lot: Permit No. � Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V/ (check one) Fee Submitted: $ Applicalft Signature DBuilAini De'"artment A Ucatiori .. - - _• i, „�,+' qg,; ��+mss' BAUTHORIZATION DI PING DEPT. MQLD '(Where the Applicant is not-the Owner) T, -rZA res iding at 1.. . 4w =--� (Print property ownees:name) (Mailing Address). ` j do hereby authorize -(Agent) r �• to apply onmy behalf to the Souihold,!3t*d*' Department. q 1 4 (Date) 1 'e) f t 'ra�€i�,q I I _ 2 M 11 44;,T X, (print Owner's Name) ". + .. Z. Al 112, s� pF SO(/ry®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roger.richertCD_town.southoId.nV.us Southold,NY 11971-0959 ao �DUM`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Clair Weinraub (Duffy) Address: 1125 Navy St City: Orient St: New York Zip: 11957 Building Permit#: 45321 Section: 25 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat gas Duplec Recpt 53 Ceiling Fixtures 28 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 11 Wall Fixtures 16 Smoke Detectors 6 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 13 CO Detectors 3 Sub Panel A/C Blower 2 Range Recpt 50a Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: range hood, electric range w/gas cook top, 1-bath fan, 7-paddle fans, 5-ft plug mol radiant heat(bathroom),well pump,9-ARC fault circuit breakers, 1-combination GFCI/ARC fault circuiy breaker Notes: Inspector Signature: PDate: April 22 2021 81-Cert Electrical Compliance Form.xls 8/2/22,10:19 AM img02D jpg '_\of so�ryol Town H i11 Annex. r \� P ( ) }' 'fele bare fi31 763-1 KU'? 54375 blain Road � �'� Fax(631)765-9502 P.O.Box 1179 1 G,,`. • O t Southold,NY 1797140959 Y ' ry V. �1iCJ'lJ:! BLUDLING DEPARTMENT (� E TOWN OF SOUTHOLD AUG „? 9099 BUILDING DEPT. TOWN OFSou-fHOLD CERTIFICATI O N Dater Building Permit No. Owner. AU”b-1* U E� (Please print) Plumber: d- L_ �rint) I certify that the solder used in-the water supply system contains less than 2/10 of l% lead. (Plumbers Signature) Sworn to before me this day of Notary-Public, ' unty - LUCIA RMEZZO Notary Public-State of New York No.01 816146951 OualiNed in Suffolk County Nly Commlaslon Exp.^W-W=22 https:Hmail.google.com/mail/u/0/?ogbl#searchrin%3Asent+john.jarski%40town.southold.ny.us/KtbxLdNXLHNlxxVskpZcJMgWVgBgrSZCg?projector=l # # TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 1 NS..P,ECP* N F UNDATION IST [ ROUGH PLBG. [ y UNDATION 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 REMARKS: DATE I 7'U INSPECTOR 50U1y0� # # TOWN OF SOUTHOLD BUILDING DEPT. �`y�OUrm 765-1802 \ 1 NSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ .] FOUNDATION 2ND = [ ] INSULATION/CAULKING ' [ ] FRAMING /STRAPPING [ ] FINAL [ . ] "FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ° ] FIRE RESISTANT CONSTRUCTION f ] FIRE-RESISTANT PENETRATION ; ELECTRICAL (ROUGH)'' : [` -] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR OF SOUTgOIo , TOWN OF-SOUTHOLD BUILDING DEPT. °`ycourm '' 765-1802 INSPECTION [ ] FOUNDATION 1STOUGH PLBG. = [ ] FOUNDATION 2ND AV INSULATI N/['_AIII KEN [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [; ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS;. _ L c! - DATE q. -IO/W1,0 INSPECTOR oe souTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION � [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [_ ] FOUNDATION 2ND. [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]" ELECTRICAL (ROUGH) [ J ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE Zv Z INSPECTOR a0F SO o�o # * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ZR GH PLBG. FOUNDATION 2ND [ ]- ULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE rC/O _ . REMARKS: t �C:� • 1/0 Ah W t wet., mmma 6. � �- �;vv-74 DATE /1,014 INSPECTORhib A Retrotec rCloud Quality Assurance Report Resnet 380 Sig Alow' er Door Test PASS Your Resu 1.75 5 ( .57 CFM50*60/18000 ft ) Target <= CH Test Information Test Name 1125 navy street orient Test Date 2022-05-20 09:22 AM (UTC-4) Export id Y02BINJJ Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989@gmail.com Building Information ® Address 1125 Orchard St City orient AUG Q,12022 State NY Zip/postal Code 11957 BUILDING DEPT Country United States TOWN OFSOUTHOLD Year Constructed 2021 Elevation 20 ft Address Verified? Yes Building Latitude,Longitude 41.139343,-72.299081 GPS validation Latitude/Longitude:41.138364.-72.302409:Accuracy: 32 f: Estimated Distance From Address 739 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 68 OF Pre-test Outdoor Temperature 63 OF Wind Speed 0 MPH Average Barometric Pressure 100 kPa Test Dimensions Conditioned Floor Area 2000 ftz Volume 18000 ft3 1 Retrotec rCloud Test Results Summary Test Type Resnet 380 Single Point Blower Door Test Time Averaging 10 seconds Air Changes Per Hour 1.745 Induced House Pressure -49.24 Pa Corrected Flow 475.98 CFM @ 50 Pa Adjusted Flow 523.57 CFM @ 50 Pa Intercept 37.433 Slope 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline -0.9 Pa Depressurize Results Air changes at 50 Pa, n5o 1.5866/hr Air leakage rate at 50 Pa, q50 475.98 CFM Effective leakage area at 4 Pa, EfLA 4 26 int Specific effective leakage area (floor) at 4 Pa, ELAF4 0.0131 in2/ft2 Normalized leakage area at 4 Pa,NLA 4 0.0131 Baseline Pressure, Initial (Pa) -1.7 -1.3 -1.1 -1 -0.8 -0.7 -0.6 -0.6 -0.6 -0.6 Average baseline, Initial AP o1 -0.9 AP o1_ -0.9 AP oi+ 0 Baseline Duration 14 seconds Building pressure (Pa) -50.14 Induced pressure (Pa) -49.24 Fan Pressure[5000-134] (Pa) 60.14 Total flow qr(CFM) 475.18 Measured flow qm(CFM) 474.31 Total flow through envelope,gen,(CFM) 469.81 Error 0.0% Correlation 1.0000 Confidence Limit 95% Intercept,Cenv 37.318 37.318 37.318 Intercept,CL 37.433 37.433 37.433 Slope,n 0.650 0.650 0.650 2 Retrotec rCloud Compliance Verification 3.2.1. Fenestration. Exterior doors and windows are closed and latched. Confirmed 3.2.2.Attached garages. If blower door is installed between the house and the garage, in Confirmed which case the garage shall be opened to outside by opening at least one exterior garage door. 3.2.3. Crawls ace vents and hatches N/A 3.2.4.Attic doors and hatches Closed 3.2.5. Basement doors Closed 3.2.6. Interior doors. All doors between rooms inside the Conditioned Space Volume are Confirmed opened. 3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed 3.2.8. Combustion appliance flue gas vents are left in their as-found position. Confirmed 3.2.9. Fans Turned Off-Any fan or appliance capable of inducing airflow across the Confirmed building enclosure are turned off including, but not limited to,clothes dryers,attic fans, kitchen and bathroom exhaust fans,air handlers,ventilation fans used in a whole-house mechanical ventilation system (example a system intended to meet ASHRAE Standard 62.2),and crawlspace and attic ventilation fans.This requirement to turn fans off includes accessible fans in adjacent attached dwelling units. 3.2.10.1. Non-motorized dampers(example pressure-activated operable dampers and Confirmed fixed dampers),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volumes shall be left in their as-found positions. (example,a fixed damper in a duct supplying outdoor air for an intermittent ventilation system that utilizes the HVAC fan shall be left in its as-foundposition). 3.2.10.2. Motorized dampers that connect the conditioned space volume to the exterior Confirmed or to unconditioned spaces shall be placed in their closed positions and shall not be further sealed. 3.2.11.1. Non-dampered ventilation openings of intermittently operating local exhaust Confirmed ventilation systems (example bath fan and kitchen range fan),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be left open. 3.2.11.2. Non-dampered ventilation openings of Intermittently operating whole-house Confirmed ventilation systems,including HVAC fan-integrated outdoor air inlets,that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall not be sealed. 3.2.11.3. Non-dampered ventilation openings of continuously operating local exhaust Confirmed ventilation systems, (example bathroom or kitchen exhaust), that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed, preferably at the exterior of the enclosure. 3.2.11.4. Non-dampered ventilation openings of continuously operating whole-house Confirmed ventilation systems that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed at the exterior of the enclosure where conditions allow. 3.2.11.5.All other Non-dampered intentional openings between Conditioned Space Confirmed Volume and the exterior or Unconditioned Space Volume shall be left open, (informative Note: For example undampered combustion air or make-up air openings shall be left In their openposition). 3.2.12.Whole-building fan louvers and shutters shall be closed. In addition,if there is a Confirmed seasonal cover present,it shall be installed. 3.2.13. The opening to the exterior of evaporative coolers shall be placed in its off Confirmed position. In addition,if there is a seasonal cover present, it shall be installed. 3.2.14. Operable window trickle-vents and through-the-wall vents shall be closed. Confirmed 3.2.15. Supply registers and return grilles are left in their as-found position and left Confirmed uncovered. 3.2.16. Plumbing drains with empty -traps shall be sealed or filled with water. Confirmed 3.2.17.Vented combustion appliances shall remain off or In "pilot only" mode for the Confirmed duration of the test. 3 Y Retrotec rCloud 3.5.1.Are the results of the test to be used for conducting a home energy rating or Yes assessing compliance with a building enclosure leakage limit? (For example,defined by code or by an energy efficiency program.) 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 IRPI) FP=fan pressure, RP= room pressure Range N K K1 K2 K3 K4 MF Open 0.4980 548.0000 0.0000 0.3000 0.0000 1 10 A 0.5020 287.0000 0.0000 0.4000 0.0000 1 20 B8 0.5400 113.2500 0.0000 0.7000 0.0000 1 40 flow= (FP- 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= (A x FP3) + (BxFP2) + (C x FP) + D +((G-RP)x F) 5 s V JUNDo BUILDING DEPT. TOWN OF SOUTHOLD. Retrotec rCloud Quality Assurance Report Resnet 384 Si le oint Blower Door Test PASS Your Resu : 1 .75 AC 50 0523.57 CFM50 * 60 f 13000 ft3) ITarget <= ACH50 Test information Test Name1125 navy street orient Test Date 2022-05-20 09:22 AM (UTC-4) Y( Export id Y02BINJJ Company Name Star mechanical Technician Name Rey Villega . Technician Email reyhvac19890gmail.com Building information Address 1125 Orchard St City Orient State _ NY Zip/postal Code 11957 Country United States Year Constructed 2021 Elevation 20 ft Address Verified? Yes Building Latitude, Longitude 41.139343, -72.299081 GPS validation Latitude/Longitude: 41 .138364, -72.302409: Accuracy: 32 ft Estimated Distance From Address 739 ft Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fnl Ow455 Pressure Gauge Model Retrotec DM3210A Gauge Serial Number 410076 Environmental Conditions Pre-test Indoor Temperature 68 °F Pre-test Outdoor Temperature 63 OF Wind Speed 0 MPH Average Barometric Pressure 100 kPa Test Dimensions Conditioned Floor Area 2000 ft2 Volume 18000 ft3 1 Retrotec rCloud Test Results Summary Test Type Resnet 380 Single Point Blower Door Test Time Averaging 10 seconds Air Changes Per Hour 1 .745 induced House Pressure -49.24 Pa Corrected Flow 475.98 CFM @ 50 Pa Adjusted Flow 523.57 CFM G 50 Pa Intercept 37.433 Slope 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline -0.9 Pa Depressurize Results Air changes at 50 Pa, n50 1.5866 /hr Air leakage rate at 50 Pa, q5o 475.98 CFM Effective leakage area at 4 Pa, EfLA 4 26 int Specific effective leakage area (floor) at 4 Pa, ELAR 0.0131 in2/ft2 Normalized leakage area at 4 Pa, NI-A4 0.0131 Baseline Pressure, Initial (Pa) -1 .7 -1 .3 -1 .1 -1 -0.8 -0.7 -0.6 -0.6 -0.6 -0.6 Average baseline, initial AP o, - -0.9 ®P 01- -0.9 AP 01+ 0 Baseline Duration 14 seconds Building pressure (Pa) -50.14 Induced pressure (Pa) -49.24 Fan Pressure [5000 - 1341 (Pa) 60.14 Total flow qr (CFM) 475.18 Measured flow qm (CFM) 474.31 Total flow through envelope, genu (CFM) 469.81 Error 0.0% Correlation 1 .0000 Confidence Limit 95% Intercept, Cenv 37.318 37.318 37.318 Intercept, CL 37.433 37.433 37.433 Slope, n 0.650 0.650 0.650 2 Retrotec rCloud Compliance Verification 3.2.1 . Fenestration. Exterior doors and windows are closed and latched. Confirmed 3.2.2. Attached garages. If blower door is installed between the house and the garage, in Confirmed which case the garage shall be opened to outside by opening at least one exterior garage door. 3.2.3. Crawls ace vents and hatches N/A 3.2.4. Attic doors and hatches Closed 3.2.5. Basement doors Closed 3 7 6 Interior rinnrc A I dnnrc hofinroon rnnmc inside the ( onditinnord Cpar-o x/nol,ime aro I-rinfirmari L.V. 1 Il 1 1 1 U%J%j J. A 1 VVI J "L-LVV%-%,I I 1 VVI I IJ II IJIVI. LI IL VVI tIIVI I%_ J UVV V IV111 UI%_ VVI 11111 <.V 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 agacent attached dwelling units. 3.2.10.1 . Non-motorized dampers (example pressure-activated operable dampers and Confirmed fixed dampers), that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volumes shall be left in their as-found positions. (example, a fixed damper in a duct supplying outdoor air for an intermittent ventilation system that utilizes the HVAC fan shall be left in its as-foundposition). 3.2.10.2. Motorized dampers that connect the conditioned space volume to the exterior Confirmed or to unconditioned spaces shall be placed in their closed positions and shall not be further sealed. 3.2.11 .1 . Non-dampered ventilation openings of intermittently operating local exhaust Confirmed ventilation systems (example bath fan and kitchen range fan), that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be left open. 3.2.11.2. Non-dampered ventilation openings of intermittently operating whole-house Confirmed ventilation systems, including HVAC fan-integrated outdoor air inlets, that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall not be sealed. 3.2.11.3. Non-dampened ventilation openings of continuously operating local exhaust Confirmed ventilation systems, (example bathroom or kitchen exhaust), that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed, preferably at the exterior of the enclosure. 3.2.11.4. Non-dampered ventilation openings of continuously operating whole-house Confirmed ventilation systems that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed at the exterior of the enclosure where conditions allow. 3.2.11.5. All other Non-dampered intentional openings between Conditioned Space Confirmed Volume and the exterior or Unconditioned Space Volume shall be left open, (informative Note: For example undampered combustion air or make-up air openings shall be left in their openposition). 3.2.12. Whole-building fan louvers and shutters shall be closed. In addition, if there is a Confirmed seasonal cover present, it shall be installed. 3.2.13. The opening to the exterior of evaporative coolers shall be placed in its off Confirmed position. In addition, if there is a seasonal cover present, it shall be installed. 3.2.14. Operable window trickle vents and through-the-wall vents shall be closed. Confirmed 3.2.15. Supply registers and return grilles are left in their as-found position and left Confirmed uncovered. 3.2.16. Plumbing drains with empty -traps shall be sealed or filled with water. Confirmed 3.2.17. Vented combustion appliances shall remain off or in "pilot only" mode for the Confirmed duration of the test. 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 efficiency 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 = (PrB) - PrA If PrA is less than 0 or fan is self-referencing: FP = PrB Flow calculations are not valid if fan pressure is less than either MF or (K2 x IRPI) FP = fan pressure, RP = room pressure Range N K K1 K2 K3 K4 MF Open 0.4980 548.0000 0.0000 0.3000 0.0000 1 10 A 0.5020 287.0000 0.0000 0.4000 0.0000 1 20 B8 0.5400 113.2500 0.0000 0.7000 0.0000 1 40 flow = (FP - 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 B1 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) + (C x FP) + D +((G - RP) x F) 5 1 e • • • • COD D e • 1 • a ® -- _1 -----,-- W,MING ROUGH F MUMBIN wt R- Is • . . U MAPKILM, 12MA� • Ay • D 1 • • �g 9. -- now ►� Kid / .1 •'�i d,1. 1 rILD OFSOUTHOLD B0911,DING PERMIT APPLICATION CHECKLIST ING DEPARTMENT Do you have or need the following,before applying? TOWN HALL -' ` Board of Health SOUTHOLD,NY 11971 ,� 4 sets of Building Plans } TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 { Survey , SoutholdTown.NorthFork.net PERMIT NO. q53 Check Septic Form 44! N.Y.S.D.E.C. i Trustees C.O.Application f/�� Flood Permit ``�-�`' Z Examined ✓ 20�Cl Single& Separate Storm-Water Assessment Form Contact: Approved 20 �� Mail to: Joan Chambers Disapproved a/c PO Box 49 Southold NY 11971 Phone: (631)294-4241 Expiration 20 B 'ldi Spector 1 D L _ ' J U L 6 2020 E APPLICATION FOR BUILDING PERMIT - Date July'l st -, 20 20 BU1q,D�iG DEPT- INSTRUCTIONS LD a. Thin application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) PO Box 49 Southold NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Agent Name of owner of premises Augusta Duffey (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1125 Navy Street Orient House Number Street Hamlet County Tax Map No. 1000 Section 25 Block 3 Lot 5 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family residence with accessory garage. Same with 171 sq.ft.addition to 1 st and 2nd floor at rear of house includeing a 60 sq.ft.2nd floor deck. Removed existing denc and outdoor shower and aadd 385 sq.ft.new 1st floor deck.Relocate kitchen. b. Intended use and occupancy Replace and relocate windows as per plans.Renovate exiting powder room.Renovate existing 2nd floor door.new/-no Hour bath room.Rew te klung blue erluy 3. Nature of work(check which applicable): New Building :Addition V Alteration Repair Removal Demolition Other_Work (Description)- :--- 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 24.5' Rear 24.5' Depth 52.5' Height 23' Number of Stories 2 Dimensions of same structure with alterations or additions: Front 24.5' Rear 30.8 Depth 56.5' Height 23' Number of Stories 2 8. Dimensions of entire new construction: Front 30.5' Rear 30.5' Depth 16' Height 18' Number of Stories 2 9. Size of lot: Front 60' Rear 49' Depth 222.55 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO__V 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO—V 14. Names of Owner of premises Augusta Duffey Address 1125 Navy Street,orient NY 11957 Phone No. (631)504-8842 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO V * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO-V * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the No.01 BU6185050 (Contractor,Agent, Corporate Officer, etcdommisslon Expires Apr—ll 14,20Q L-/ of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day o 20,),D Notary Public Signature ofApplicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 14, 2020 TO: Joan Chambers (Weinraub/Duffey) PO Box 49 Southold,NY 11971 Please take notice that your application dated July 6, 2020: For permit to construct additions and alterations to existing single-family dwelling at: Location of property: 1125 Naw Street, Orient,NY County Tax Map No. 1000–Section 25 Block 3. Lot 5 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted without review and approval by the Southold Town Landmarks Preservation Commission, because the property is listed on either the Southold Town New York State and/or the National Registers of Historic places and requires review by the Southold Town Landmarks Preservation Commission. If the requirements of the town code, pertaining to Landmarks (Local Law No.22)are met a Certificate of Appropriateness (C of A)will be issued. The C of A is required before a Building Permit will be approved. Information about the requirements for applying for a C of A is available at the irxf4Kmation counter in the Building Department. (/h / — Autho ' d Si ure Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: Me,Landmark otir UnigUe Edward Webb,Chairperson ��Qui . °�� Town Hall Annex Anne Surchm,Vice Chau- SOLITHOLD ' 54375 Route 25 Robert Harper LLA6lIyCAK PO Box 1179 Joseph McCarthy = kur,dcd nn o Southold,NY 11971 Mariella Ostroski �o � ���' Fax(631)765-9502 Tracey Dwyer,Administrative Assistant 9'c Aoo�� Telephone: (631)765-1802 RFSERVArlot, www.southoldtownny.-ov Town of Southold Historic Preservation Commission September 29,2020 RESOLUTION #9.29.20.1 Certificate of Annronriateness RE: 1125 Navy Street, Orient,NY, SCTM# 1000-25.-3-5 Owner: Augusta Duffey& Claire Weinraub RESOLUTION: WHEREAS, 1125 Navy Street, Orient,NY is on the Town of Southold Registry of Historic Landmarks, and WHEREAS, as set forth in Section 56-7 (b) of the Town Law (Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit, and, WHEREAS, the applicants and their architect Peter Marren submitted a proposal outlining the scope of work,which included the construction of a 7'x 24.5' rear addition to a single family dwelling, a new wrap around deck, a second story deck,window and door replacements and new cedar shingle siding as applied for, and, WHEREAS, the proposal will add an addition of 171 square feet of first floor conditioned space plus an additional 311 square feet of wrap around decking to the first floor and additional 2nd floor conditioned space with a 2nd story 78 square foot deck, and, WHEREAS, the applicants and their architect presented commissioners with an outline of the project during a pre-submission conference on August 18,2020, and, WHEREAS, a public hearing was held on September 29,2020,where the applicants and their architect submitted final drawings of the scope of work and outlined the project for the commission, and, NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the proposed work detailed in the above referenced application meets the criteria for approval under Section 170-8 (A)of the Southold Town Code and, BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness. MOVER: Commissioner Harper SECONDER: Commissioner Ostroski AYES: Webb, Surchin, and McCarthy RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. Signed: ,G Tracey L.Dwyer,Application Coordinator for the Historic Preservation Commission Date: September 30,2020 NOV 1 8 2020 Town Hall Amex Telephone(631)765-1802 54375 Main Road, ert(d P %W16 '765- VK11 - -,%a roger.rich 0 NN65616.ny.us P.O.Box 117io Southold,NY ff,_9r7T&Y9'_ BUILDING DEPARTMENT TOWN OF SOUTHOLD i. APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- Date: Company Name: `QC--1-of IName: License No.: Address: ex Phone No.: JOBSITE INFORMATION: . (*Indicates required information) *Name: *Address: ZAX 7- *Cross Street: *Phone No.: _631 -2 Permit No.: Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES Rough in Final *Do-you need a Temp Certificate: YES I NO Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 57. 0 rwt .82-Request for Inspection Form Scott A. Russell ,��°su '� ST0]KI��1 WA\T]ER. SUPERVISOR AMIAk-INN A.G lEMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 � Town of Southold Main Road-SOUTHOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJIEC r INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY} ❑© A: Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑Q B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Q C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑❑l E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑Q F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter M does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. : 1000 Dat(-- District atesDistrict NAME: Robert Wits n 25 3 5 July 1st 2020 m Section Slock Lot FOR BUILDING DEPARTMENT USE ONLY*°** Contact Information (631)504-8842 tr.fyt— umbrl Reviewed By: — — — — — — — — — — — — — — — — - - - - - - - -Date: - - — — Property Address/Location of Construction Work: — — — 1125 Navy Street Approved for processing Building Permit. ® Stormwater Management Control Plan Not Required, Orient NY 11957 Stormwater Management Control Plan is Required ® (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 !`1 SSV -ot Town Hall Annex Telephone(S31 1802 54375 Main Road '� Fax(631) 734-9502 P_ 0, Box 1179 0 Southold, NY 11971-0959 BUILDING DEPARTMENT _NOTICE OF UTILIZATION OF TRUSS TYPE.CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER C04STRUCTION- Date: July 1 st 2020 Owner:, August Duffey Location of Property: 1125 Navy Street Orient NY,.11957 Please take notice that the (check applicable line).* New*residential structure y Addition to existing residential strcictcire :i Rehabilitation to an existing residential structure ; to be constructed.-or{performed at the & bJect property re e'=ence above will' rttilize } (check applicable line): Truss type construction (TT) Pre-engineered wood construction{PW) V Timber construction (T'C)• in the following iocation(s)(check applicable fine): N Floor framing, including girders-and beams (F) l Roof framing (R) Floor and roof framing (FR) Signature: Name.(person submitting this form): " Robert Wilson Capacity. (check applicable fine) V Owner ' .Owner representative 1' rrussResRevl5.d0Cx Effective 111!2015 y �.x. . � c��£xrr�.�""xe�,�.,��t�x�s�iiT.`�tix3�',�z���r� �i��``"� • . rr� .u�; ,�Sr'..'�r " ,' �. 6" DIAMETER ZEFL'ECTIVE REQY� ROMAN ALPHANUMERIC '-PA-R i Ofq ma= _...DESTONk`iTON-OF'Coms TRU Ci•IOIl T (Pms) ff137 TYPE BASED ON SECTION 602 OF THE SUILDING CODE OF-NEW YORK STATE 2.4 M«' REFLECTIVE WHITE '112" STROKE' –�–•--�._—^�.ar;�.._ .•.. '_ ��G+7�_Q� i�K�I�V, f�;�IL�I..���,• ... :,.+....-.....+.�• �..�� .. '.' –i;�..=.....:-.,'•` ...,,.. COx1 Y'OIlkNT-5 THAT ARt OF TRUSS C0NSTPZgq J0N "F" FLOOR FRAMINGARCLUDMG _» GIRA.ERyS,tAi�ti3 B}E'AEtiS`.r �R� Roof F'Ft�EMING . "FFi" F60QR' AN1)ROUP#RAB�I(��C TRUSS[DB\fnl9a6M0N SIGN • ,�o�nosca� mr-�—F-Thi i.rjl=._f\r.nFiqi•C. N sifml AR 'E STAT-E NEW YORK STATE DEP TM NT 'OF DIVISION OF CODE ENFORGEM AND ADMINISTRATION- z' z press Ask permits I draffing expediting 1125 Navy Street Orient, NY (Duffey) 9.25.20 Amanda, On September 29th we expect that the approval will be issued from the Historic Review Commision for this project. In the meanwhile we have made some revisions and so please discard the plans that you have already reviewed and substitute these revised sets. Most of the revisions were minor details like roof trim and railings but I thought it would be best if we worked with a revised set, Thank-you, ! Joan Chambers [ � LS �\17 Er3 V S E P 2 5 2020 \ r / LI53a1 Duffy Residence 1125 Navy Street Orient, NY 6.2.2022 Please find attached the Blower Door Test results for the above named property. I believe that this is the final document that you requested for the issuance of the CO. Thank you, Joan Chambers 63 1294-424 I AUG 0,'-2 202 BUILDING DEPT. TOWN OF SOUTHOLD Concerning: Duffy Residence 1125 Navy Street Orient NY BP # 45321 August 2, 2022 John, Enclosed are paper copies of the items you requested for the issuance of the CO for the property at 1125 Navy Street. I sent digital copies of these on several occasions - the most recent being July 14th. Thank-you, Joan Chambers Nunemaker, Amanda From: Nunemaker,Amanda Sent: Tuesday,August 9, 2022 9:29 AM To: 'Joan Chambers' Subject: 1125 Navy Street Hi Joan, I have received the foundation location for the additions/alterations to the dwelling(Weintraub). The survey does not provide the northerly side yard setback from the new deck to the lot line. Please have the surveyor indicate this--it must be a minimum of 15 feet to comply(as shown on the approved site plan for the building permit). Thank you. Amanda irVunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 1 4533d Concerning: Duffey Residence 1125 Navy Street Orient 1000-25-03-05 September 22, 2022 Amanda, Enclosed is the revised survey that you requested with the additional side yard dimension added by the surveyor. This is for the issuance of the CO on this project. Thank-you, Joan Chambers JID SEP 2 2 M9 BUILDING D'---P7 rn, nF Bunch, Connie From: Joan Chambers <joanchambers10@gmai1.com> Sent: Tuesday, October 11, 2022 11:08 AM To: Bunch, Connie Subject: Fwd: 1125 Navy Street Attachments: DUFFEY FENCE jpg; c of a 1125 navy street_20201001152921 (2) (1).pdf Connie - John said that I didn't need to get the fence approved by the HPC because it was removed. -I have forwarded his email about this. The house received a Certificate of Appropriateness - it is attached. John asked for a new survey- I forwarded this to Amanda- she approved it. Joan v V ----------Forwarded message--------- . From: Joan Chambers <joanchamberslOgamail.com> Date: Tue, Aug 16, 2022 at 9:03 AM Subject: 1125 Navy Street To: <john jarski@town.southold.ny.us> John, I went by the Duffey Residence to take pictures for the HPC Application for the fence. Is this the fence that is causing all the fuss? It's not even in the front yard. Just wanted to make sure that this is what I am applying for. Just this 18' of fence.? Joan ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i t r. O' y • Aw WA { r _if0�� Ep - .�ti'• �+_RF'�v.. f t -` • y y� ' r , � +m 1 . , � yw;,. 1�}'" y.s 2� ''-••,t'�sY 1" Y� � I F � �alt{. r �+y � � 1 Y;�R !� ��' . 1�' r � '� f �� _ k p� �' ��■wry, 417!r dam} 7wa A '. E ,vrt GE' SURVEY:OF PROPERTY TO: SITUATE 0RCILIRD Tn2EEOMENT ?` TOWN OF OUTHOLD a) open porch or SUFFOLK COUNTY, NEW YORK Wpdbifed'vestibule what about $CTM# NOW QR FORMERLY Howdy? '1000 25• 5.- PETER DOODY AREA= 12,062_sq ft Rum MOODY 0.20,acre fence cst �U��rRusr -' MOod fence.122°07'30 ' row fence% 4 E n 3A' X3.2582n 162.60:,'.. �.�,.. . 1 /+. �.10.9' 2.01 febir6 WO 28.00' d►tw � F Q SE 2' P ° i �1Y garage iron 0100 found set r I&r—A. Wood z ti r ^t Q1� q' aA'w. Rt aD co60 ste�P s :> ate. 0 C —pow � fi 4 eov" ze. r 2 = 2 StOry/irillTl@ ."� 60.0 �!O 0.6'w a WOMB h to -24.5 m TA 35.5 i11wioda�► 405 rg Z3•h chimrroY: O Ytr 110 01 Sr.O N830131201aW stockade fence side setbacks: total 25 2.3's 10+16... V Z.�u2.JrJr�. 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ORCIN RD ET II Il °''t S 81"50.s0,r S87 /20"E 2 E 162.60' 1 28.00 1 � 4'WO o r"c` 1 I 46,1 r N `� FCH:2 F[Wc2 °jlh:C O C.�H 1 I 1.7Rn II 19.3' CWS.nFY 1.7/: OAT 9 UNE 3.C- FRAME I GARAGE vFav�i � I n0 O a.c } t#U!'S cUNB I at6.5' Ir I e• TAX LOT 5 AREA= 12,062 50 FT ` MOD s-FPs a28 ACRES k #1125 ,Ladt.c _Q Z + a 2 S7DRY FRAME m C f4+17 iL I'J I DWPILING , fAt rn ` n.Y in O 'I rr 5,rT ra a cxw t x�`��.,� _ ___— ❑® ' I I 3'9',° / I I N 83°13'20"yy x~aAnx`a—` '�—...--- 4p`trce 222.55• "c x 3'G r.ICL P.O.A I. I T P. 20 O f0 20 ,O "- �i+ T ,S(.FFOL1:COUi\,n Dial: 1000 �{ 7. EA ON �D `�U' O� YFG'.25 PLA:03 LOT 05 i inch -20fL ORAPHLC SCALE ( IN FEET ) .S�'�•, 27POPL•IRSIRtitiT,]Y)RTJF.'FF::R1'U1VST.-[7701,Vtilf%'k'ORK11776 Plum/631J474.220G IF-(631)780.0491 cmdl TF LSbi`r7.3'(ajoPTONvnZ'�*Er t),lrr•ti-t2-zt SC�ll.F_•1"=20' BOUNDARYSURT/EY RO fCf NIP.lffff.R.• ldET21-156 [14620-DEN07ES PILED MAP LOT NUMBEFM SURVEYFORr WIWAM GORMAN eYAYlY nOTlS Mm OF.- DESCRIBED PROPERTY 1.ILYAEINOEilO uTeutoll ap Amnon ro TIIB mlmin n A muim+v ee!rlr+nm v na Iaw Yorol rtAre®ucATwl uva cEl+Ee a ila euv w*d"ar,i ne BWVlYORBeYFG Oe EeIEEfFGlEAL 81NLLMIlECOWOEfE9TO�AYw.bi0.VECai.CFRIFICAII/n0YO1CAIFD MEgEOXSnPILRUn 46YTOln9 PEP5ENVBiIOR ImnH01, TIl,IAVlYBPi@DA13'E.AW EntlnneilmleR!lllAlrroTnl TIRLmYPAnrrOaew.ffR,ALAElRLY,tlbLe1Po10 Rlmullon ulrlElmilEn arn.G,nMA1nfOT LOCAMINk ORIENT, TOWN OF SOUTHOLD, NY 1Mt°fFArimEro AmnRNLY°ilUlpl°giRniEO'Fl1101E8il. 11nnlURiEIR 9UB.£EYro llll,EAE@If a FELOW A,°011®1 P011FEM FACI9 YMCNM A9lOV1CTal0{E�LTIIRLCIDLF. lafblTl4WennlldQl,llrmAEREF6 PIei08l MOLXm10NOIel Y!!O AlAYRl GEROEIIl,WIC,in,®IIIILtln:EIIBilIRJc°F✓e8, CFR77FTFD TO. WIWAM GORMAN 4 RI,eO1FA�ttiitUC,1JIE;,M�Im ViilIEA F AXI.IIE,WCe1L 0.1REf A101EIILlEALlil6nlwRARlro CCMlRLPl1116LY OlNERw11l ltll!!. 1 LERTOYTIRTl16 dM N91�ffTit!MACCnUT!AIO n{IEACCWMaARRVFY.fEliO1WE0 R11RiStD EROBIeY RIFlRYI91E11 fMl 1n1i0[01raTnE LAIOl1eiRR AAe1K111A16Y0eeLq�.tt6plC°10 Ll,EIn'llEllvie!lU6RRPPLRMTI'OfWBAR4Tn01AlCALLYELO/!9 FIGUIZTMI!lmVlT WA!R18Mf0 RAECaWNfbeFllllR Emae nr eme v FFAer ce rER uvo viRve rwa AEraren er nl a rtw raR lute AmELRnm a PRveealnu tAm ewverora Y.L .91'.A.IiAY)fir LC•#[1fR4f2 �-3 as Op'CH4RD SrREET ja:hbvi le JR FENCE I I I.I'N �y cAre°.7'E _ 81°50'50" I I S 8704141204" E 162.60 U I I X_� 4'WOOD A 28.00' ^ X\ �� _ FEhlCE I Q� 4'WOOD FENCE X Q6 , FENCE 0,4'N I I Q FENCE1. FENCE r-CURB BLOCK CURB I•7� 2'N O , U k 3.7'E 0,4'2 2 WOOD y CU I 0 FRAME e °�Op µo 3.2'� GARAaE - GTavE1 f O BLOCK CURB TAX LOT 5 Ir I N o I AREA= 12,062 SQ FT W WOOD Di5T 5 •O I� I @ 0.28 ACRES g �, #1125 I� a 2 STORY FRAME m G w x OWELLING / o X S`STOCK,q��X _ 2NCF FENCE PEN co AC AC rn 2.6'S its w 5.S'E X 1�� 3.8`_ p l o C x -N 83*13-2opir w 5 STOCKADE FENCE--X — xFpiVCE ` 222.55' FENCE X X r SEP 2 212n22 I 1.3'g ""BUILDING DEPT OF SC!)THJLU REVISION 9-12-22 TOWN COMMENTS 20 10 20 40 SON LAND SUAVEYOl� SUFFOLK cocrNrYD7ST 1000 SFC. 25 BLK 03 LM* 05 1 inch =20 ft. GRAPHIC SCALE ( IN FEET ) = r".. <tr z7POPl./SAS"FRt -1,POR7'fFFFERsoNnA7Toi�T NH1r%YORK 11776 Plmle 631 74-2200 /Fax 631 780-0491 emal TF-4 SC)NlS 0PTOI'LIi-\'F-NET � 11 ' ! ) F @ ' DATE: 11-12-21 .SC:ALF_: 1"=20' BOUNDARYSURTVEY RO FCTNU1bBFR MET21-156 (14621)- DENOTES FILED MAP LOT NUMBERS. SURF EYFOA: W WAM GORMAN �►�OF NES 1.UNAUTHORIZED 1VIAP OF.- . DESCRIBED PROPERTY ,, A �� i.UNAUTHORIZED ALTERATION OR AODTTION TO THIS SURVEY IS A VIOLATION OF SECTION 7200 OF THE NEW YORK STATE EDUCATION UAW.COPIES OF THIS SURVEY MAP NOT BEARING THE SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.CERTIFICATIONS COMPANY.GOOVEINDICATED RNNSHALL MENTALRUN ONLY TO THE PERSONIPERSONS FOR WHOM AGENCY,ANDLENDINGINSTTRITIONLISTEDHEREON.CER`TIFI ATI NA,RENO°TRANSFE ALTO, OVAL T'� LOCATION- ORIENT TOWN OF SOUTHOLD NY ��'^^� INSTITUTIONS OR SUBSEQUENT OWNERS. F co 2.TNIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND OTHER PERTINENT FACTS WHICH AN ABSTRACT OF TITLE MIGHT DISCLOSE. CE1.].T11lED TO: WILLIAM GORMAN 3.OFFSETS SHOWN HEREON ARE FOR A SPECIFIC PURPOSE AND SHOULD NOT BE USED AS A BASIS FOR CONSTRUCTION OF FENCES OR OTHER STRUCTURES. 4,SUBSURFACE STRUCTURES ANDIOR UTILITIES,IF ANY.NOT SHOWN. S.HEDGE AND FENCE OFFSETS SHOWN ARE TO CENTERLINE UNLESS OTHERWISE NOTED. I CERTIFY THAT THIS MAP REPRESENTS AN ACCURATE AND TRUE ACCOUNT OF A SURVEY,PERFORMED IN THE FIELD UNDER MY SUPERVISION ON 111121202 1.OF THE LAND THEREIN PARTICULARLY DESCRIBED.THE RECORD DESCRIPTION OF THE SUBJECT PROPERTY FORMS AMATHEMATICALLY CLOSED FIGURE.THIS SURVEY WAS PREPARED,IN ACCORDANCE WITH THE CURRENT CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. / - S'• \` 0 -------- ------ - - - -- --- --- - - --- - TASLE P,602.50) - .-- -- -- - --- - 1-A5TEN ING 50HI=PULE D U F F E Y W E I N R A U B RESIDENCE ITEMI DESCRIPTION OF MUILDI45 ELEMENTS2ib.G SPAGIN6 AND LOCATION 1125 NAVY STREET ROOF 4-6d�"(Z 4"xo.l l3 7 OR ORIENT N.Y. TO TOP I N6 EETt^EEN CEILING JOISTS OR RAFTERS 5-bd COMMON(O,✓�"X0.191"),OR TOE NAIL TO TDP PLATE 3-IOd BOX(2 6-Xo.1225');OR ///�-� 115 / 4-6d BOX(2 "XO.I I3')OR EXISTING: SINGLE FAMILY RESIDENCE 2 CEILING JOISTS 70 TOP PLATE $-10 c ox (.7 15"'co;51'1:OR PER JOIST,TOE NAIL S CT M# 1000-25-3-5 5- 'x0191`NAILS •ISR),OR °'l, -- - _��_ CEILIN5 JOIST NOT ATTACk E TO PARALLEL RAF M 4-10d BOX M'XO 1159 OR ZONE R-40 2 8 ACRES 5 LAP5 OVER PARTITIONS 15"o 5"Wons 88029,1,Rb02,3.2 5-Ibd COMMON 0)5"X0.162-9;oR -1-6-2,60' and Table RE 025.1(a?7 4 5'x0.131"NAILS FACE NAIL - 587046'20"E 28_00' ZIP - S81°50'50"E CEILING JOIST ATTAG+W TO PARALLEL RAFTB2 PROPOSED: TABLE R_5025.1(4) - 4 [too bc,,W T), 171 SQ. FT. NEW ADDITION TO 1ST AND 2ND FL. I.w Sxtlwm R002 5.1,Ra,'Y19�wxf Tct�la 8802.5.1(4)1 FADE NAIL I Or i 4-I0dWXM-XOl2b")OR TO INCLUDE 60 SQ.FT. 2ND FL DECK. DOLLAR TIE TO RAFTER.FACY., E NAIL OR I "X 209o. 5-lod GM(315"Xo.l4b");OR 5 81D6E5TRAPTORAPTER ,}SxD•,9,"NIyL5 FACE NAIL EAGHRAFIER REMOVE EXISTING DECK AND OUTDOOR SHOWER -w & ADD 385 SQ-OF NEW 1ST FL DECK. 5-16d BOX KkIL5 M 41X0.195")OR Z TOE NAILS ON ONE 510E RELOCATE KITCHEN. \ _ - _ _ 3-10d GOMM4N NAILS M'Xo.l4b%OR AND I TOE NAIL ON OPPOSITE / EXISTING GARAGE _ _ 6 8/`r�13�oRROOFTT3IEEr(�PlArE 4iodPox Cd'XO,,?D", OR SIDE OFEAGHRAPT$ROR REPLACE AND RELOCATE WINDOWS AS NOTED / - - - - - - - - - - - - _ _ - NO CHANGES - - _ t 4-S'xo.151"w,tLS 5,I ON PLANS. o / sFre'�o,• /l z - - - _ _ - 110.�' � , 46.),OR RENOVATE EXIST. PWD. RM. RENOVATE EXIST. 2ND TOENAIL 4-1001 BOX OR FL BATHROOM. ADD NEW 2ND FLOOR BATHROM. (9'X0.178"h �` / _ '- T ROOF RAFTC-K5 TO RIDGE,VALLEY OR HIP RAfiTERS OR 49 X0.151 NAILS RELOCATE SIDE ENTRY DOOR. -I3-Ibd BOX(3 „X0.155')OR ROOT•RAFTE'R5 TO MINIMJM 2"RIDGE SEAM OX(5"X0.128"1; <C/ / o�I 1 5-3'XD.IC NAILS "X0.162'J;OR TOC NAIL NEW DECK �II 3-10d BOR \ WALL o I " ' GENERAL N TES OG.FADE NAILYj Ibd GOhMON(515X0162) 24 �I I � a sruD TO sTLO AT ED WALL PANE_5 1. All work shall conform r BRAG ) h requirements ements trlor to of the Residental Co 1 .I a q de of New York i Od 'x0 7 f9 OR i 5"X0,131)NAILS Ibu OLFAGS NAIL / State, County and Town Department Regulations, Utility Company requirements and, -0 � Ibd BOX(515"x0.15D');oR best trade practises. G1 12"OCG.PACE 5TUp TO 5TW AND ABUTTING 5TU75 AT IN1L�5EG71 WALL •" NAIL Cl 5"x0,, ; NAILS 2. B commencing A Before com e cin w Contractor B I work the Cont acto shall file all documents i 0 9 required b the I� q v S GC7RNE'RS AT 9R/NG PAWLS) ( NEL ) �I.L � / O Ibd COMMON / ./ (sYi"XOI62.1 16"o,G.FACE NAIL Building Department, a all fees required b to agencies n obtain, cal a e c es a d it i P tarn all required ed 9 PY q Y 9 q Ibd COMMON(515"X0162'1 16"oG.EACH EvSE FAGS NAI permits. / W "" EXIST. RESIDENCEI I -4 IO WILT-IP HEATER(1'To 2"HEADER WITH)5'5PACPR) , e L 3. The Contractor shall visit the site and verify all dimensions andexisting L /U I 1 c 0 16d BOX(3)z xO.l fi) I2"CC.EAf.F4 EDGE FAGS NAIL Y the 1 (.4 conditions affecting the work prior to construction. Any discrepancies which would 5-8d Box(215'X0.11'5');OR „ z f I G' 4-601 COMMON(2);XO,I51);OR interfere with the satisfactory completetion of the work described herein shall be i/ O II GONTINJ0U5 NEADEi¢ro STUD TOE NAIL Q / I 1 4-1OdWX(9'X012DI' reported to the architect or property owner. Do not start work until such conditions //// I Ibd COraMON fd15"xo.I67'1 Ib"o a.FACE-NAL the been examined) and a course of action mutually agreed upon, Failure to notify the owner or architect of unsatisfactoryconditions will be construed �s an acceptance TOP PLATE To TOP PLATE ION BOX(5"X0.128'):OR „ P I of the 12 OL.FADE conditions to properly it NAILS NAIL p p y perform the required work. 4. All work is to conform to the drawings and specifications of the architect and 12-ft DOX M X'XO 12");OR engineer consultants. DOUBLE TOP'PLATE SPLICE°FOR sLK's A-0 Wlhf sEISMIG Ibd COMMON(s 1��xO.Ib2•);OR 5. The Contractor its to maintain a complete and u to date set of tans on the - _ I 2 I2-IOd Box M-X0.1287,OR PAGE NAIL ON VAGN 51M OF P P p U - _ L9RAGED WALL LINE 5PAGIMp<2S' _ o Q 12- °XO.15r'NAILS END JOINT(t41NIMu-r 24"LAP job site at all times SPLICE NENSTH EACH SIDE Or 6. The drawings are not to be scaled under an circumstances. F- •-_. - 1 I 13 LND JOINT) g Y LU - - DOl6LE TOP 1'I ATE SPLICE SDGb D0 DI,oR 111 AND 12-1601(315"x0.155-) 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures $RAAG[D WALL LINE SPACING>25' including storage and toilet facilities,protection of existing work to remain,access to 1 222.55' N83°13- Ibd CeMMON(315"X016216"or-FA,GE NAIL work area, hours of permitted work,availability of water and electric power and all -� _ '1'2D"W �~ _ 14 BOTTOM PLATE TO JOINT,RIM J015T,VAND J0157 OR other conditions and restrictions for this particular location In order to execute the DUFFEY/WEINRAUB RESIDENCE MC-6KIN5(NOT AT LYRAGcZi HALL PANELS) Ibd Sax nsJy"xo.las7,oR 1125 NAVY STREET ORIENT NY -'-- 5"xolsl•JNAIIg 12'IO,G,FACENAIL work in a careful and orderly manner with the least possible disturbance to the public. - _ 1 8. The Contractor :shall make the neccesary arrangements to utilities and services -~ - -� _ 5-16d SOX M xo,155'J;OR 5 CAc"16'O .PAGE NAIL SITE PLAN _ i30TTOM PLATE TO JOINT,RIM JOI5T,$ANP JOIST OR 2-16d GOMMON(3)rs"XO.l62');OR 2 EACH I6"O..GG-1"ACe NAIL temporarily disconnected while performing the work as required. 15 1"=20,0' 7.24.20 eLOCKIN5(AT MRAc.Lb MALL PANELS) 4-9'X0.151"NAILS 4 EArH Ib"O.G.FACE NAIL 9. The Contractor shall provide all dimensions and cut-outs for other trades. • -t__ _ _ 4-bd BOX(2 "Xo.115•),OR 10. The Contractor shall provide proper shoring and bracing for all remaining structure 3-16d Box(5y51Xo.I557:OR prior to removal of existing structure. 4-601 COMMON C7Y,"x0.191');OR roe NAIL 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed 4-IOd Box(5-x012.9");OR ib Tor-OR BOTTOM PLATE TO 5TUD 4-5'x 0.151 NAILS persons who shall arrange for and obtain all required inspections. The General All e,:i€'T'PDr lighting3-16dCOX M J-50.155%OR Contractor shall be responsible for scheduling all other inspections as required. h2-I6d GONMON M Xs'XO1629;OR END NAIL 12. The Contractor is solely responsible for construction safety and shall hold the installed, replaced or g-I0d COX M"X0.125'9,OR owner and architect harmless from litigation arising out of the Contractor's failure to 5-5'x0.151"IN lig 9 9 repaire Shall conform DtS+GN D`AD LOADS' AS PER ASGr T-05 TABLE I: MINIMI M NS LATION THGKNE55 FOR C,RSULATiN5 NOT HATER P4PE5 8301 2.2.PRO`MC,'nON Or-OPENINGS.EXTERIOR 6LAZIN6 IN BUILDIN65 LOCATED IN T AE3iL R�02 4.1.1 AiR I3ARlalER AND INSULATION 'tiTALLATiON provide construction safety means and methods. IN9JLATON TH-CKNESS w MCHts eY P,PC SZES WIND? O DEERIS REGIONS SHALL BE PROTECTED FROM IeCMV13ORNE PEDR15. ` ' 3-1001 BOX(5^XO 126"1;OR to Chalpter 172 LOAD SEATED HATER NON-GIRGJLA RJNOJT5 G RC;kATING MANS AND RJNLLT5 GLAZED OPENING PROTECTION FOR WINDSORNE DE5RI5 SHALL MEET THE IT TOn PLATES,LAPS AT GORNMRS AND INTER�GTIOTO 2-I66 617M114ON(8 "XC,162'J,OR FAGS NAIL COMPONLNT (PSI) MPrRAT rt REOUIREMENT75 OF THE LAROE MISSILE M57 OF A5TM 1- 14916 AND ASTM E 1886 AS GO' 'ONENT AIR E3�hCZ41ECZ GRITCRI A INSULATION CRITERIA a 3'Xc,I:I"NAIL of the Town Code `o leo 05 o c Ls �o MD171i i132 IN SI=GTION SDI 2.1.21.6Af�A6E DDDR 6LA21Et7 OPENING PROTECTION t'OR 9-Cd Fox(2 xO.11g"h OR CONSTRUCTION NOTES G i N G 5 140,60 os o5 0 5 WINPOOR1NE DEERIS 5+'.ALL MEf TL THE REOUIREME-NTS OF AN IMPACT-RE515TING CEIL ALION= Pi!T�.H E�jNj �,y;'EH AIR G�iL NO / A.TT�., s-ba"I'+MON "xalsrJ;OR rn-Tn os n a STANDARD OR AN51/DASMA 115. (SEE TABLE BELOW) I8 I'BRACE TO EACH STUD AND PLATE d^ARD �5 _ 2-1001 Et">X(5'X0128"),OR oULATION E3ARRIE4 FADE NAIL ( BOA¢D(s/ 1^ � _ TARLER301.5MINIMUMUNIFORMLYDISTRIBUTEDLIVELOAOS(inpoundspersquarefoot) r:Xe -PTTON, .- - 2eTAn� 1�; 1. All footings shall rest on undisturbed soil at a minimum of 36' below fin. grade. APPROVED AS i�OTED C WJOD 5TRUGTI}rt,AL PANELS WIT++A TI-HGKNE55 Or NOT LOSS 114AN 3(n IW-H AND A , �G�'I0N OI" !- i 1:;)AION GAVITI'E5 AITHIN C' '' 2 '(0• OR 2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted. DCD TL CHANNEL O LIVE SPAN Or-NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPEWNG PROTEGTIO`4- 2-lad Gl'M (215"X0.1017,OR G O V E R 1 Ne's, ROOF, AND W A L . USE ' LOAD PANELS SHALL 13t_PRECUT AND ATTACHED TO THE FRAMING,��UR40UNDING Tf E ATti.-i 'I'LL 'PLATE TO B: COkNERS ANO H�AO 5 I1 1'x 6-SHEATHINS TO FAGH IMARMS O-Ioa�vx Cd'xo,lae"1,OR 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. FACE NAIL DATE: B.P.# Attics with limited stora e9•h 20 OPENING CONTANIN6 THE PRODUCT WITH THE GLAZED O-EN140.PANELS SHALL 6E r r r U•- t 2 5TAFLE5,I"GROWN,I"o,.l%"LONE copper termite Sheild. ALT S"'NGLES_ 2Q b PREDRILLED AS REOUIRED FOR THE ANGHORAFE METHOD AND SMALL 8E 5EGURED 5- - C/, ! �.A WA'_LS 5 �E-E- FEE: 5 �6 �' Attics without storage io WITH THC ATTACHMENT HARDWARE PROVI'JED ATTACHMENTS SHALL BL t 316WD TO v r 3�bd Sox f2 x0.n3"1;OR 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance S"4EATHING, v2-:r. zO JUNGTICN O'� TO"' PL ATL E"rr.,,: !'PULL . INSi1�A T a-6d COMMON(s 14"XOZI'9,OR BY: / e 40 RESIST THE GOMPONET AND CLADDING LOADS DETER"4INEF7 IN ACCORDANCE WITH : 5-lod ooX M"X0176');OR with the New York State Building Code and manufacturers specifications. ODD(per 1/7 n,} 16 Decks MTHM TABLE RJ*OI-2(2)OR ASCII!1,KITH THC PCRMANE-NT CORRO5ION-RC315TANT AND C.XTER€OR I A_' LS TO W,TN !''ATERIAL HAVING NOTIFY BUILDING DEPARTMENT AT Exterior balconies b0 ATTACHMENT HARDWARE PROVIDED AND ANGHO"PERMANENTLY INSTALLED ON THE r- ,.3 5 STAPLES,I"GROWN,16ga„I 9�'LONIG 5. Pilings Shall be installed by a licensed contractor to a depth arld bearing agreed INsu Ar oN,ire-In. 0.75 Firp Esta es ao OC S�ALED t✓N. R-3 LAR INCH so r x 8"AND WIDER SHEATHING TO EACH OEARINs WIDfiR;I+.An i'x a• FACE NAIL upon by an enginleer and certificates shall be issued stating same. 765-1802 8 AM TO 4 PM FOR THE 6JILDING,ATTAOHMENT IN ACCORDANCE WITH TABLE R:SOI 2.12 15 PERMITTED FOR E-pLY a. ALT WATLRPROOr+NG NL`�6QA4E o.1 Guardrails and handrailsd 200' WIL12IN05 WITH A MEAN ROOF HEIGr1T OF 45 I'LET OR LE55 WHERt THC ULTIMATE 4-&d&`:x(2 J"Xo.1I3');OR 6. Unless otherwise noted all framing and structural wood components shall be FOLLOWING INSPECTIONS: Nous SMOOTH SURr"AGE I S uardrails in-fI11 com onentsf 201 LDC51CN WIND SEALED, 15 IRO MPH OR L.E55, Rl*! JOIST RE!� JOIST 5?�ALL INC,' X) RI`y' JOI51` SHALL 13L: 3-adCOHI-"(2)5"Xo.1er'9;OR #2 or better Dowglas Fir. 1. FOUNDATION - TWO REQUIRED PROOr{NO N+Ef-3RANE Passenger garages' soa THE ASR E3AQRIER INSULATES 3-IodBox cB" '�"1.OR FOR POURED CONCRETE r L O O R s AND r L O O R FIN 1 5 H E 5 Rooms other than sleeping 40 TA5L.E= iZ✓OI.2.I.2: WINDDORNE DEBRIS PROTECTION FASTENING 4 5TMLIM.PcAoWN,1695"1%"LCN5 7. All framing technliques and methods shall be as prescriptive design based on rooms SGr 11 E FOR 1^000 STRUCTURAL PANELS i'-LOCR5 (I?'N1GLX)ING A?R DARRIECZ INSTALLED 1✓AINTAiN PL'R`�'AN�N T FLOOR AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) 404 60K(7 in 2. UGH - FRAMING & PLUMBING *MIG OR cuARRY TILE'tz/4-:,) FA5T1=NCtz 5. AGING ASC3'N� GA4.AGE5 )! AT ANY EXPCO5:_✓^ C ,�E GON T AGT Vi H T+�E 3,bdGOMWON((.2)51',XO_151---);OR 8.as bu didn e ne ole2com components shall comply with Chapter 6 of the Ener ib.0 Siee in rooms 30 o p 3. INSULATION H^'NORTAR DED -- stairs 40� 21 JOIST TO sILL TOP PLATE:OR 61RDGiR 9 P p p y p Energy .voce rLOOR� ,?n-n. �40_ FASTENER TYPE 4 FOOT b FOOT GAN"lLE VCRD rLCCRS 07 INSULATION UNDCRSi E Or SUD%Qv^4 9-10d Box t�"xo.l2a");OR TOE NAIL 4. FINAL - CONSTRUCTION MUST - PANEL SPAN < PAT�L SPAN < PANEL SPAN ' S-5'XO,IBI"NAILS Conservation Code of the State of New York. ad Box 2 'x011b') 4'or-Tor;:NAIL 9. Fireblockin shall) be provided in all wood framed construction in accordance BE COMPLETE FOR C.O. �"cR ASPHALT TILE,1/ -�. I.o t4 FOOT <_6 FOOT <_g FOOT CRAW' S®AGE KAt LL- CX005ED CACZ764 IN INSULATION SHALL C'+� RIM JOIST,BAND JOIST OR$LocKIN6 TO SILL OR TOn 601 cor4MON C�Ys'x0.15r9;OR with NYS Code R 6i ALL CONSTRUCTION SHALL MEET THE N0.8 WOOD 5CREW 22 02.8 to form an effective fire barrier between stories and BASED ANCHOR WITH 2 (A=PLI=5 GNJ'„.Y TO UNV>=STUD GRAeLI F-r I ANr-NTLY ATTAG+•I PLATE(ROOT`APPLIGATIONg AI.501 lod IDI (9"xo.lZb')rOR 6'04.1017 NAIL s,WOOD JC's-(n0 DIa9:Cr} 1_- Ib-in. I6 10 8 ,,� «-N 5"XOL31'NAILS between the top story and roof space. REQUIREMENTS OF THE CODES OF NEW SIZES(in) OL. O.G. INCH EMB_DMENT LENGTH UNV%'NIT _ URA -' 5 AGES iG 133E GOVCRZ_-, .r TO GRA,%L 5�"ACZ - Bo 5Z •oK 10. Protective panels shall be provided for glazed openings in accordance with YORK STATE. NOT RESPONSIBLE FOR 2x6 6 5 NO. 10 WOOD 5CR)=W Soc'k-,E) WITH A• GLASS I VA0CR WALLS. Ir NOT PROV;::ED 2'°01COMMON(2h"X°.13'7,OR NYS code R301.2.11.2 if the are required. 79 11 X 6• LOOR OR LESS TO EACH JOIST 3-IOd BOx(9"X91,179"}:OR FADE NAIL v DESIGN OR CONSTRUCTION ERRORS. 2x8 6 6 BASED ANCHOR WITH 2 16 12 a !ZETAQPCR IN 'TLOOR, 2 STAPLES,PCROWN•169a.,l�"LONO 11. All portions of the new structure are designed to comply with local geographic x10 T a INCH EMBEDMENT LENGTH SHAr"TS / DUCT 5HAT-T'5, UTILIT`f 74 ;„ 3-Ibd Box(sJg'xO.lss„);OR and climatic criteria as stated in the following table. xl2 8 Y4 INCH LAG SCREW tUBPL.00R TD JOIST OR 61iiDCR BLIND AND FAGS NAIL 7-1601 GOiiPdON 1"3 Xi"x0,16?') r R A M E P A R T i T i O N 5 TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS BASED ANCHOR WITH 2 16 16 16 PE NCTRATiONS PENETRATIONS, ANO 1`LUC p r 33 2"PLANKS(Pt_ANK t BEAM-FLOOR R ROOF) 5_if l Y.(3)5'x0.195 7:OR AT EAG44 rzARimo,F.AGE NAIL COMPLY WITH ALL CODES OF OR�TCLL 5-Los-, BOTH SIDES I bo INCH CMDEDMENT LENGTH SHAT r SI c ENtN� TO 7-Ibd GorIMON(s,'7"X°1627 GEOGRAPIHIC & CLIMATE DESIGN CRITERIA NEW YORK STATE & TOWN' CODES r R A E W A L L 5 ALLOWABLE UN!,O�N;PITION=, SPADE 5-1601 COMMON 9 .x0.162" - F " I 1 �S OF R OR 5TtA IAL-5. STRUCTURAL MEMBER DEFLECTION 0. TH15 TABLE 15 BA5ED ON 160 MPH ULTIMATE r` 2b HARD OR RITC J015T TO J015T 4-10 60x(5"'7.123");OR GROUND SNOW LOAD 45 ps 1 AS REQUIRED A"ND COND1710 To SC 5��>✓D Rafters having slopes DE51GN WIND SPEED AND A 33 FOOT MEAN ROOi= 4-5'X ll Io NAILS'OR END NAIL WIND SPEED 130 MPH 2x5 a ib-In„5/b-h.G'rPSUM, 9 PEs greater than I 4-S'x i4y0.srAPJJ.3,J'CROWN r rN_,�, ,,, ,� - Ito HU-10HT. t-1) I- r- SEISMIC DESIGN CATATGORY B ---- - 50�', ,ALJ ,,�J„�L� 4N5ULATCD,3/8-In.5'D;NG 3/12 with no finished ceiling L/180 b. FASTCNtRS SHALL S>= INSTALLtD AT OT'P051NG GARAGr 5r. ARATION AER S AL �3rTr>L_CN , , , �O�n 2x6 6 C,;. +n,5/5-en GVP50v, attached to rafters LND5 Or THE WOOD 5TRL'GTURAL PANEL. OARAOt-- AN:; 2001 ccIIMON(4"?rO1a2");OR 92'or-AT TOP AND BOTTOM WEATHERING SEVERE AND 9TAOD FROST LINE DEPTHI 36" -��- ttT--'' i1D INSULATED,3/8-in.5 D'NG ll'c rA5T CNtR5 SHALL 81= LOCATEV NOT LE55 THAN GGNOITI(iNrs7 SA E I lod WX5"x0,1251);orz 2a^OG.FACE NAIL A7 TOP Interior walls and partitions H/180 INCH#'ROM THE EDGE Or THE PANEL. 2'! BUILT-t1P E3iRDER5 AND t9E4M5,2-INCH LUNAR LAYE85 5"X0,19I'NAn,g AND BOTTOM 57AQe�lD ON TERMITE THREAT MODERATE TO HEAVY aRIOR STUD WAL-5 W TH DR!GK Vr-Nr-::R 46.0 P g Y , SLIGHT TO MODERATE i �v FtSTEES Floors and plastered ceilings U360 G. ANCHORS SHALL "CNCTRAT•C THROUGH THE RECESSED 1 10,4TiNG SCALED TO THE XFZ TIGHT AND IG ANO O°''Os' g' DECAY T5 Or MASONRY iNG:.UDE "OR-AR DJT NOT PLAS'tER. TOR All other structural members EXTERIOR WALL GOVERIW.7 WiTH AN EMBEDMENT WINTER DESIGN TEMPERATURE 1 1 l TLR,ADD 5 1b/f-2 rOR*'ADH TACE P�A5TLZ''D. VA;-U£s U240 LENGTH OP NOT LESS THAN 2 INCHES INTO THE DRYY�ALL RATED 2-20d C011H7N(4"Xo.l't7'J;OR 1=AGE NAIL AT t"AND RrPRL5LNT AVERAGES. IN 5O`�GASES THERE 15 A 5-I0d EAX 0"X0.125'),OR AT EACH SPLICE FLOOD HAZARD AS NOTED Exterior walls with Plaster,or H/360 BUILDINO FRAME. FASTENEt't5 SHALL BE LOCATED 9-9X0,171 NkL.S 'D9=RASES RANGE O� WL!G•�T FOR THE 5A*'C GO'+5T4'JGTON. ,„„ „r ,r StUCCO,finish NOT LE55 THAN 2Y2 INCHES MOM THE EDGE OF THE RVAG RT"G'5TER R:-G15TtR 04015 1 LAT 4-1 fid WX(31J'xo-13s'),7RR NEW YCR<STAT, CONCRETE BLOCK OR CONCRETE, Q 3-16d COMMON(315"x0.187'9;OR AT EAOH JOIST OR RAFTm DO NOT PROCEE 3.V II- MANENT GERTIF GATE - SHALL BE COMPLETED BY THE Exterior walls-wind loadsa with U240C4'i 5 C'`1E T�ZATE THERM'3,L LEp6CR"STRIP 91JPPORriN&JJIgTg OR RAI"TER9 (5.,o 128„),OR FACE NAIL Cl. PANELS ATTACHED TO MASONRY OR � r 4-'"�'A.^x A 100 SITE PLAN & NOTES FPAI`v1IN0 UNTIL S REGISTERED DE5 6N PROFESSIONAL AND P05TED IN brittle finishes MA5ONRY,STUGCO SHALL BE ATTACHED U51NG LNV=LOP:,. TO M 4-'5'x0.1'5'NAILS OCCUPANCY OR '-OM OR OTHER Ac PROVED LOCATION IN510C THE VIBRATION-PZANCHORS HAVING AN SEALED TO 5Ul3'"LOOK i981t7E31NE7 TO JOIST 7-1001 tb'x012b") EACH LND EOL NAIL A 101 FOUNDATION PLAN & ROOF PLAN . , I i' OFfOUNDATIONL 10�" A 102 FIRST FLOOR PLANS ' ' ' Exterior walls-wind loadsa with U12O U,-TIMATE WITHDRAWAL CAPACITY OF NOT LESS !IA3 BEEN APPR VE THAN 1,500 POUNDS. 4R PR`•'AA-L USE IS UNLAWFUL _ .Z�•laTTiG OR CRAWL SPACE ACCESS - SHALL BE flexible finishes WOOD STRUCTURAL PANELS,51.BFLAOfZ ROOF AND INTI_RIORWALLSt�ATI41No TU r-RAMIT43 ANp PARTICLE BOARD WAtJ. A 103 SECOND FLOOR PLANS i �'• ,' " "CR-5TR'PPED AND IN5L'LATED TO A LEVEL tOUIVALENT TO 5NEATHIN3 TO FRAMING ISL=E TABLE 8607.5(3)FGR WOOD 5TR1GTt,10L PANEL EXTMOR WALL VeATi•tINO TO HALL FRAMINol WITHOUT CERTIFICA FF NSULATION ON THE SJRROJND!NG SURFACES. �„- , W GOWON(7':KOdl3')NAIL(°-IJEt`LOOR WALL) 6 12 OCT A 104 EXTERIOR ELEVATIONS ` `"' QCT 1 3 P-0 F OCCUPANCY .4: ATR LEAKASE - BJILt'NO THERMAL ENVELOPE SHALL BE: ABBREVIATIONS PLUMBING RISER DIAGRAM ELECTRIC SYMBOLS � SYMBOLS �+GOMNIONC21z'x0.13I}NAIL(R07Tr1 0 TR':;TED TO LIMIT AIR LEAKAGE TO < 3 A'R CHANGES PER A 105 SECTIONS - 51 'x,"- '' bd Cor-+MON NAfI(2 Ys"xo.I317 b I=' A 106 INTERIOR ELEVATIONS ADJ ADJACENT MIN. MINIMUM a.l.l; INSTALLATION - TH[ COMPONENTS OF T-#C BUILDING ALUM. ALUMINIUM MR MOISTURE RESISTANT R RECE SSED CEIL. FIX. EXIST. WALL )�1� lod COMMON( ',X0]40' + ^�� r� MW MILLWORK 52 I Ye"- I X�" 6 12 ,l Z., RETAIN STORM WATER RUNOFF MAL ENVELOPE SHALL Bt INSTALLED IN ACCORDANCE WITH APPD. APPROVED 901(2 J4'XO.I51•)DEFDRhfFj�NAIL NIC NOT IN CONTRACT -h�ATI+IN6 GR'TCRIA LISTED ;N TABLE 4024.1.1. WHERE Rt0'JIRED BY BRD. BOARD D$ DOOR OPER. SWITCH C - _ ] DEMO. WALL 6 vANTtr�R.orl IL, - PURSUANT TO CHAPTER 236 OFr`IGIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL OC ON CENTER r55 I )CTURAL CELLULOSIC F!@GRBOARD DIAMETER OR I'GROWN STAPLE 16 ga 6 b OF THE TOWN CODE. OIJCNTS AND VERIFY GOt✓PL ANGE. BRK. BRICK OS OUT SWING ENTT"RNRoo F REC. FAN & LIGHT NEW WALL I BOT. BOTTOM -ENTT"Rl1R°°F ""TER"°"T�, T,R ., 6 ° PETER MARREN AIA LEED AP r",. �r�, MATE IGNT;,AS"rrP l�,,( "STRUCTURAL GE1-LULOSIG FII PARD DIAM=9 Ot I'GROWN STAPLE 16 �", OPG. OPENING S+ ATHIN� , `�°• 3 ° MARREN AND NEWMAN SWITCH ;. _-D '} c.l.?. TESTING - BU1LD'Nv OR DWELLING UNIT SHALL B CL CENTER LINE ADD INSUL. @ WALL NYC & ORIENT NY O-,�; `' ELECTRICAL BIoVTer door` D AND VERIFIED AS HAV'N3 < 3 AGH5O IND THII 5,ABA. PL. PLATE 1- I 55 K"©YP5UM SHEATHINOd E�A1 VAALVAAKE5 ROOPIND NA`-IL,�5TAPLe 1 1 \\ INSPECTION REQUIRED SHALL BE:GONDUGTLb BY AN APPROVED T}4!RD PARTY. CLG CEILING PLUMB. PLUMBING and duct V oA l COL. COLUMN PLYWD. PLYWOOD I I W WALL SCONCE �� WALL TYPE TYPE w ort s 44: GONf3U5'ION CLOSETS - ROOMS GONTA'NING CONE. CONCRETE N / , d 1%. GALVAMZED ROOFH4G NAIL 5TAPLE 2•. F`'+'•' ' testing require URN!NG APPL'ANCE5 REOUiRE SPECIAL CARE. CONT CONTINUOUS PT. PRESSURE TREATED \\ 56 9s 6YPS M SHCATFHN6 SAL VANI�D,13p•SCREWS.TYPE W OR S 7 O PERMIT APPLICATION & DRAFTING �P`(JMgIRIG ExGEPTION: D RCGT VENT APPLIANCES WITH EOTH INTAKE AN PST. PAINTED EXHAV:T PIPES INSTALLED CONTINJOIL TO THE OLTS'DE CT. CERAMIC TILE �F, GROUND FAULT OUTLET E 1 DOOR NUMBER � � MOOD gTR1J3TRUAd.FASCES COMSNATION S.BFLOOR UNDL-RLAYMQ4T TO I"ftAMIH6 PVC POLY VINYL CHLORIDE EXIST. BATHRM-#1 KEW BATHRM #L bdDEFORh1LPCZ"X0.170'9 NAIL OR JOAN CHAMBERS ,ALL PLOMBING WASTE. DEMO. DEMOLISH / &':WATER LINES NcED t'. 3.2: DUET SEAL'NO- D'J T5,AIR HANDLERS,AND FILTER DIA. DIAMETER RCP REFLECTED CEIL. PLAN I 1 SWITCH OPER. DUPLEX E 1 WINDOW TYPE 91 3+'+ND 6 12 n „' bdCOMMONCIY:'"X0,1317 NAIL \v;';:,� 631 -294-4241 -r, 5 S+rALL BC 5EA_FJ7. REQ. REQUIRED � � bd G0MM0x(2 xO.iDl)NAIL,OR � 1��, .J_ T 10(5 E: EFQRE COVERING" DR. DOOR wAs I"° o- � UNDER CAB. FIXTURE MW-01 MILL WORK NUMBER 58 + -1 b 12 �f`.' MAg11NE ad Dl:f`ORM87(715 X0.120)NAIL l 3.31 S>,CT TES'ING - DJGTS SHALL BE PRESSURE TESTED TO DWG. DRAWING R O. R0�GH OPENING ION COMMON C9"X0.148")NAIL OR RN:NE A R L_AKAGC. EA. EACH CXGEPTION -')XT LCAKAGE TEST 15 NOT RCOJIRCD WHERE SIM. SIMILAR I � APPLIANCE OUTLET F-01 FLOOR FINISH NUMBER � ' IY+" JGT$ AND AIR r4ANDLERS ARE LOCATED ENTIRELY WIT11'N ELEC. ELECTRICAL Bas°SER " "e,sRaER R 0441-IH2(�sl a t 5 NAIL 6 12 FOR 51, I Err h . 25.4 mm,I foot•3049 mm,I MILE PER+tOl f2.O 441 m/e;I k�l•b 6915 MPa SITE PLAN & NOTES SPEC. SPECIFIED r � }� � 3• � QUAb OUTLET C 10 FLOOR FINISH NUMBER PLUMBER CERTIFICATION UILD,NG THCRi•!AL ENVELOPE. ELEV. ELEVATION STL STEEL ON LEAD CONTENT BEFORE EQ. EQUAL a.NAILS ARE sMooT1+-COMMON,BOX as DEFORt4E7 SHAMS EXCEPT wHaRE OTHERWISE STATED.NAILS USED FDR FRAMINs AND SHEATHING 3 5: BJ':LDING CAV TIES -SHALL NOT BE USED AS DUCTS OR T & G TONGUE AND GROOVE KITCHEN S SMOKE DETECTOR A-01 APPLIANCE NUMBER GONNL7GIIONS SHALL HAVE MINIM4M A/LRA6C BENDING YIPJ_D 5TRCNe,"A3°JI.44WN, b0 Ks1 POP.SHANK DIAMITIM OT OJR2 INCH(20d EXIST. EXISTING E IST. PWD. RM. �' . COMMON NAIU,a0 KSI FOR SHANk DIAMETERS LAR5ER THAN o.142 1WM Sur NOT LAR5E1t T14AN o.ITT It KH,AND 10o KS!FOR SHANK SCALE AS NOTED JUNE 3 0, 2020 CERTIFICATE OF OCCUPANCY 5 EXT. EXTERIOR TEL. TELEPHONE I HIT R,NR °N DIAMETETb•$OF 0.142 INCH OR LESS m,4: ►-°CGHAN'CA_SY5TCA" P.PING '!,WLATiON - CARRY NG TBD TO BE DESIGNED ,, C CO2 DETECTOR 006 PLUMBING FIXTURE b.STAPLt5 AFM 16©A015 KIKU Ata+RAVE A MINIMJM ?A6-INCH ON plAtit-rm GROWY WIDTH. SOLDER USED IN W)4TER >Ia5°F OR<55°F, INSJLATC TO R-3 M N. F.P. FIREPLACE TO. TOP OF r 0 6.NAILS SHALL BE SPACED AT NOT molcm THAN 6 INCHES ON CENTER AT ALL SUPPORTS KeRE SPANS AP=E 49 INGFES OR GREATER. d,FOLF 400T DY 6�OOT OR 4-ROOT BY 4-1=OOT PANS SHALL DE APPLIEP VLIKTiGALLY. SUPPLY SYSTEM CANNOT FR. FRENCH TYP. TYPICAL r CEIL, FIX. SECTION MARK _ 6: MEGHAN'CA_ VENTILAT,ON- THE B'JILDINcZ SHALL BE GALV. GALVANIZED F. SPACING U TIMATE D NOT 41NO DEp IN THIS MIPH R LES LEE ILS P! ON 1-TAa 860105 W. ' EXCEED 2/10 OF 1% LEAD. DED W'.TH VENTILATION T.4'AT MEETS THE PEOJARL"MENT5 OF UNO UNLESS NOTED OTHERWISE - F. LF T uL L FRA D O 5K WIND 5F�D IS Iso IC4C OR LESS,NAILS FOR AE uLTI A-WOOD 5N WI G GWB GYPSUM WALL BOARD ©ABLE END WSJ_FRAMING SHALL SE SPACED b INCHES ON CENTER,hHBRE THE(LTIMATE pE51EXN WIND 15 EYREATER THANI130TMPH, VIF VERIFY IN FIELD EXTERIOR ELEVATION NAILS FOR ATTAGHIN6 PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL$E BE SPACED 6 INCHES ON CENTER FOR MINIMJM 48 DI5TAWV1 PROM ROOM EAVE5 ANp OADL.P END KALI-5;AND 4(NCt!F5 ON GI NTER TO 6AVLE END WALL rRAMINO. THE NLGHAN!GAL VENTILATION RATE SHALL EE NO GREATER HVAC HEATING, VENTING & WX WITH A PWMRINGY RKT°�rE SYPBL14 S+4EATHIN6 SHALL GOflr°ORM TO ASTM G I"b AND SHALL 6E INSTALL-tO M AC40RDAWF WITH 6A 255.FIBLRBOARD SFEATHIN6 w,NAra Eu EDT,.ANDME'N� F� ELEVATION MARK ALL GONKORM TO ASTM G 20E J AIR CONDITIONING W �ArERTEo,,,�N.AN°o� /„ , WD. WOOD REWREMENTS A 100 D.Oi x GFA .15 x , OF BEDROOMS U INSUL. INSULATION h.SPACING OF FA&Tr34GR8 ON FLOOR 91$ATHIN6 ED6L8 APPLIES TO PA!•L-I.B76r�i 91J°PORTED BY FRAMING MICMSL-R9 AND Rr.C4JIRED WP WATER PROOF O ELOGKIN4 AW AT rLOOR PERIt�g ONLY.SPACING of FA5irW"oN ROOF SHEATFHNG PANEL EAC>ES APPLIES TO PANG SAGES 'G`A = CONDITIONED FLOOR AREA INTERIOR ELEVATION WPPORTZD BY FRAMINO MEMPHag AND RSOUI1MD BLAGkIND 61.OGKINO OP ROOT'OR I LOOK 9MCATHINO PANG_S DOES 1°LRRPLNDIGULAR TO O r ^ Must provide Manuals INT. INTERIOR 4- b �': EOVPMENT SiZING - PCR ACGA MANUEL 5,BASED ON IS IN SWING XPS EXTRUDED POLYSTYRENE THE FRAh11N6 MENMRS NEEn No7 BE PROVIDED ExGPPT-AS REGAJIRED BY orHER PROVISIONS of THIS CODE.FtJ7OR PB¢II•tETER SHALL ME F ORTIZo BY FRAMIN3 MEM5095 OR 50LID PLOGgN0. TO Exlsr sECTlcsrsTIM ENACENT PARALLEL CEILING JOIST iN AC409DAWE WITH THIS%C+E0lJLE,PROVIDE TY{°ror NAILS D, J an S as per 5 G•4LGULA'ED PER AGCA MANUEL J. LBS POUNDS ON ONE 5101=OF T+B RAFTi WHERE A RAPrER I5 FASTER ANa TO'E ED TO AN ADJACENT FROM THE CEILING JO15T TO TOT'PLATE IN ACGOBDAJJGE WITH THIS SChel>ULE.THE TOP NAIL O . NYS Energy Code .I: LIGHTING - A MINIMUM E: -75%r r PERMANENTLY MAX. MAXIMUM LLED FIXTURES M'JST HAVE HIGH-EFFiCANGY LA�FS. M0MASONRY OPENING Tim OPPOSITE SIDE OF THE RATER SF+ALL MDT EC RL�OUI/tgD. 11_0W-VOLTA6L LIGH-•hG EXEMPT DUFFEY WEINRAUB RESIDENCE 1125 NAVY STREET ORIENT N.Y. EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000- 25-3-5 ZONE R-40 . 28 ACRES _02.. ADDITION PROPOSED: 8'-02"- 1--o" 171 SQ. FT. NEW ADDITION TO 1ST AND 2ND FL. _ __ _ _ _ _ _ T - - - _. TO INCLUDE 160 SQ.FT. 2ND FL DECK. EXIST. EXIST. _ - _` - I REMOVE EXISTING DECK AND OUTDOOR SHOWER VENT III J--!-I_ a & ADD 385 SQ-OF NEW 1ST FL DECK. II I 12X12 ACQ STAT I w RELOCATE KITCHEN. 1CON(�GPAC�TYP.I c I U REPLACE AND RELOCATE WINDOWS AS NOTED FURNACE NEW 8" CONC. BLOCK WALL °•I a N I, I I I 1 g ON PLANS. 18"x8" POURED CONC. FTG. p w FUEL I II:w a w RENOVATE EXIST. PWD. RM. RENOVATE EXIST. 2ND TANK IFHWT I a a� I FL BATHROOM. ADD NEW 2ND FLOOR BATHROM. JI. I ogw I ^ RELOCATE SIDE ENTRY DOOR. ° I@ �a Z 3 °LL GENERAL NOTES O u1 I ' � ��w I N W EXIST. CRAWLSPACE NEW CRAWLSPACE U RXIST. CRAWLSPACE EXIST. CEDAR o I 1110 °pZ `O 1. All work shall confform to the requirements of the Residental Code of New York UNDER PORCH A I Z- EkIST, PORCH FLOOR JOISTS LExIST.2X8 @ 16" OC FLOOR JOISTS _ O I EXIST.2X8 Ca 16" OC FLOOR JOISTS EXIST.2X8 @ 16"OC FLOOR JOISTS 2X8 @ 16"CC FLOOR JOISTS p X a� State, County and Towm Department Regulations, Utility Company requirements and X I a l I; "�� 1 best trade practises. N w I 4" POUR. CONC. SLAB I,2 a® I 2. Before commencing work the Contractor shall file all documents required by the z 1 Building Department, pay all fees required by local agencies and obtain all required U) ^ / permits. x I B HURRICANE ANCHORS MANUFAGTVRED BY w I r 51MP4$ON 5TROWS-TE GONNGGTORS 3. The Contractor shall visit the site and verify all dimensions and the existing (I W I MODEL No.L55t1ZaL55uslo OR APPROVE conditions affecting the work prior to construction. Any discrepancies which would OWAT�R ( a @ 16•' OC DECK JGISTS I EQUIVALENT AT EVERY RAFTER TO RIDGE interfere with the satisfactory completetion of the work described herein shall be •a ILL TO G TO LEDGER SI AND F-ASTEN CONNECTION hN4EN RAFTERS DO NOT ALIGN reported to the architect or property owner. Do not start work until such conditions TO GIRDER W/ SIMPSON H2A CLIPS I ADD 16-x16" MASONRY PLINTH- have been examined and a course of action mutually agreed upon. Failure to notify ON 24"x32" PO R. ONC. FTG. a• I 0 HURI�IGANE ANCHORS MANUFACTURED BY ABOVEOCATION F BEAM LOAD ° (2) 2X8 ACID TRIM BOARD SIMP50N STRONG-TIE GONP6GTOR5 the owner or architect Of unsatisfactory conditions will be construed as an acceptance o - - - - r- - - - MODEL No.LSTA24 OR APPROVE of the conditions to properly perform the required work. W I EOUNALENT AT EVERY RATER TO RIDSE o I CONNECTION WHEN RAFTERS ALIGN 4. All work is to conform to the drawings and specifications of the architect and 1 I M engineer consultants. 1 IIS I RID6E1, 5. The Contractor is to maintain a complete and up to date set of plans on the ° I job site at all times Q I S 6. The drawings are not to be scaled under any circumstances. III i 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures including storage and toilet facilities,protection of existing work to remain,access to work area, hours of p&rmitted work,availability of water and electric power and all k- 4'-02., UP To 1ST RL I I other conditions and restrictions for this particular location in order to execute the NEW C LLA STAIRS I I work in a careful and orderly manner with the least possible disturbance to the public. j II 8. The Contractor shall make the neccesary arrangements to utilities and services RAIL T co � ENT _ I I temporarily disconnected while performing the work as required. 9. The Contractor shall provide all dimensions and cut-outs for other trades. Ir° a 2X12 ACQ LEDGER BOLTED TO HOUSE FRAME W/ ,/2"0" EPDXY COATED SCREWS @ 12" OC STAGGERED I I 10. The Contractor shall provide proper shoring and bracing for all remaining structure I I R�D� s �I � DTJ�r�I.. prior to removal of existing structure. CONCRETE PID I I I 0<x NQ= �� I I I o 11. Plumbing, electricall, HVAC and similar work shall be performed by licensed _ 12X, ACCT STAI� 11 `Ifs OLLz° oa. persons who shall arrange for and obtain all required inspections.The General FOUNDATION PLAN sr NGER @ , oc I ° _ ( I2X1z ACQ'STAIR w Contractor shall be res g p q To $ Q w (zI zx,z Ac4 GIRDER sTRAPPED ro axa Ac4 Posrs IPonsible for scheduling all other inspections as required. I ICO PA�TYP I lO p¢O PQ TS ANCHORED TO 14" DIA CONCRETE PIERS/FTGS. \ STRINGERS@ 12" C w x �° @ ss" Mw. BELOW FIN. GRAD. I I CONC. PAD TYPI 12. The Contractor is solely responsible for construction safety and shall hold the 1 /4" = 1 -0" 5.21 .20 I I I Ii �� I I o owner and architect halrmlers from litigation arising out of the Contractor's failure to REV. 6.7.20 REV. 8.20.20 1 I 1 1 ( -oo I c.1 provide construction saffety means and methods. REV. 6.25.20 REV. 9.17.20 --- - - - - ---- - - - - - - ---- - - G ��..� .. O C7 awsai•rnoNsre corzecrpc9 Hoot'uo,Hzsw NOTE: V.H� VERIFY LOCATION OF REQUIRED SIDE YARD I_ - - -- - - - - - -- - ' - - -- ` - ' - ""'" ` - - - '- - - - -"•ry -` "-` CONSTRUCTION NOTES SETBACK PRIOR TO SETTING FOOTINGS s�+eoH•*•a+sne coHrrroR w.vrna'aiere atw•n.o . 8'-74" 8'-74" .--8'-7Z" 1'-0" ��.�,.,ora 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. ror'a o'`rou.nrto wia-�pc '\ / �� `I 2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted. r° 1� "°°' l 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. i copper termite sheild. i, : `••a;^E ^° �' 4. Shingle siding shall conform to ASTM D 3679 and be installed In accordance with he New York ,State t Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed °*°°•"'°� upon by an engineelr and certificates shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be rwv.a wu.. #2 M°MrE9 or better Douglas Fir. �tro•no• 7. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) ROOF 5TRAFFINO DETAIL or as specified in R301.2.1.1 8. All building envelope components shall comply with Chapter 6 of the Energy Conservation Code of the State of New York. �-( 9. Fireblocking shall be provided in all wood framed construction in accordance 1 I I { I I I I I with NYS Code R 602.8 to form an effective fire barrier between stories and between the to storyand roofs ace. I I I DIFFERI=NCE 10. Protective panes shall be provided for glazed openings in accordance with II zxa @ 16° oc RAFTERS I NYS code R301.2.1.2 if they are required. I I 11. A portions ofth II otos ene w structure are designed o comply with li I P t c localgeographic I 9 PY 'I rn I I and climatic criteria as stated in the following table. 4 I'I � < GEOGRAPHIC & CLIMATE DESIGN CRITERIA I I 5/8 9x12 STEEL ANGt+OR , I I A7 3- LT5 MAX II BO O O.G. I - GROUND SNOW LOAD 45 s1 EXISTINGRAFTERS P � MIN EMBEDMENT OF 1 WIND I SPEED I MPH EXISTIN CEIL. JOISTS I I 130 I 2X8 -OCFT�RS SEISM DESIGN CAT I DES G ATG P I C ORY �I � I B m (2) 2X8 COLL R TIES 32" OCA PLA i �0 I I I I � I W EAT I WEATHERING SEVERE w I I I k^ r LL FROST DEPTH LINE DEP I I I I � t 3 6.. TERMITE THREAT MODERATE U TO HEAVY O DECAY SLIGHT RATE TO MODE WINTER DESIGN TEMPER I I I ATURE 11 I e w FLOOD RD 4 HAZA AS NOTED X LIJ II'I I •. A II 1 3 4"X11= L RID E 4. I 7 L ( ) /8 r B II� � 'I B A 100 SITE PLAN & NOTES z III III �- _ A 101 FOUNDATION PLAN & ROOF PLAN II � I � I II X I A 102 FIRST FLOOR PLANS II I LU X a I A 103 SECOND FLOOR PLANS _ A 1 I 04 EXTERIOR ENATION A�h1G�fOR SOL•'1• Til R EL S j ' w METAL H N A 105 SECTIONS A 106 INTERIOR ELEVATIONS EXISTING RAFTERS ° EXI OIST TING CEIL. J 2X8 RAFTERS 2X6 @ 16" OC CEILING JOISTS Ix " A AJ USE SIMPSCM Z-MAX OR HD6 CON�LTCRS . 1, 'i E; I tNGR.EASE ISTANGE _ TO RE5 I CORROSION PETER MARREN AIA LEED I III I'I I I AP _ I I FOR ALL FWROMARP IN GONNEGTION III i 1�AC<?LIJMBER MARREN AND NEWMAN S `'` r, ;' KA"STUDS 0 16'O.G. NYC REN & ORIENT �' I I I NY I, II' �. L_1 I r PERMIT APPLICATION I ATION & DR AFTIN I II I - J /i JOAN CHAMBERS A C S I I I �: I I I '•/ 631 -294-4241 VOTTOM PLA R - J r1` I I I I I I I 11 R1M.JOIST p� ROOD PLAN -- °C� a O = 1 N 5.21 .20 FOUNDATION PLAN & ROOF PLAN FLOOR �TR.APPIN5TOBE SCALE AS NOTED JUNE 30, 2020 REV. ,2 0.2 F,OOR Ji lgT MTALLED AS PER M~AGTURES REV. 8,2 0.20 VLL PLAT IFIGATIONS AND NY5 GODS TERMITE SHIE ��! / BY6sMP5�s ETRONS-TIE COG ORS FOUNDATION WALL No.6516 OR APFWCVW EGUIVALENT. STRAP TO HAVE MIN.12'BEARINS ON THE STUD AND IMRAP UNDER SILL PLATE AT FOUNDATICH. p x9 9TL.BEARM6 PLATE MANUFACTURED BY SPSON STRGM6-TiE G04AIEGTORS MOD[L No. LOP%OR A EOUNALENT CAL%IxI2'HOOKED ANCHOR BOLT 7'-0'O.G. W/T MIN.EMBEDMENT Iwo CONCRETE 2 0 F 6 WITHIN 6-12'OF EACH END OF PLATE FOUNDATION 5TRAPPINS DETAIL WINDOW SCHEDULE DUFFEY WEINRAUB RESIDENCE FIRST FLOOR 1125 NAVY STREET TYPE NOTES ORIENT N.Y. 4 NORWOOD SINGLE FR. CASEMENT OUTSWING EXISTING: SINGLE FAMILY RESIDENCE 23-5/8"x63" HINGE LEFT SCTM# 1000-25-3-5 OUTDOORNORWOOD SINGLE FR. CASEMENT SHOWER 5 OUTSWING ZONE R-40 . 28 ACRES 23-5/8"x63" HINGE RIGHT 6 EXIST. RELOCATED TO BOT. STAIRS EXIST. MARVIN WHITE 29"x58" DH CLAD UNIT (EXIST.) PROPOSED: EXIST. UNIT EXIST. UNIT EXIST. UNIT EXIST. UNIT - EXISTING PORCH WINDOW NO WORK 171 SQ. FT. NEW ADDITION TO 1ST AND 2ND FL. (3) 26x62 SINGLE PANE WD. 2 - 30" x 53" DH 2 - 30" x 53" DH 1, 2 - 28-1/2" x 58" DH _ (3) 26x62 SINGLE PANE WD. TO INCLUDE 60 SQ.FT. 2ND FL DECK. NORWOOD SINGLE FR. CASEMENT REMOVE EXISTING DECK AND OUTDOOR SHOWER I I 8 OUTSWING & ADD 385 SQ-OF NEW 1ST FL DECK. I 23-5/8"x63" HINGE LEFT RELOCATE KITCHEN. a i i ( NORWOOD SINGLE FR. CASEMENT REPLACE AND RELOCATE WINDOWS AS NOTED Z w H� OUTSWING ON PLANS. I I 1)x 23-5/8"x63" HINGE RIGHT LIVING RM. FAMILY RM. I DINING RM. DECK. RENOVATE EXIST. PWD. RM. RENOVATE EXIST. 2ND X � '' �� 10 X 1 1 W� (s) 216x62 SINGLE PANE WD. NO WORK FL BATHROOM. ADD NEW 2ND FLOOR BATHROM. I LUI N 11 EXISTING PORCH WINDOW NO WORK RELOCATE SIDE ENTRY DOOR. (3) 26x62 SINGLEF PANE m I D m l EXISTING PORCH WINDOW 0 1 14 o I 12 (3) 26x62 SINGLE PANE WD. NO WORK (^ 0 1 ❑� 0 1 RELOCATED TO NEW DIN. RM. GENERAL NOTES X 1 3 (2) 29"x58" DH RELOCATED Z I W Z 1 ANDERSON 400 SERIES 1. All work shall colnform to the requirements of the Residental Code of New York 3 ( 0 1 1 4 I CR13 V-5-1/2"x3'-0-1/2" State, County and Tctwn Department Regulations, Utility Company requirements and best trade practises. w uJ Z SECOND FLOOR 2. Before commenciing work the Contractor shall file all documents required by the d I z W J J Building Department, pay all fees required by local agencies and obtain all required Ln N PORCH 1 TYPE NOTES permits. Wx I oI ! EXISTING BEDRM #1 2'-8-1/8"x4'-8-7/8" RO 3. The Contractor shall visit the site and verify all dimensions and the existing N I w I I 15 ANDERSON 400 SERIES TW 2646 conditions affecting the work prior to construction. Any discrepancies which would O m 1 IEXISTING BEDRM #3 interfere with the satisfactory completetion of the work described herein shall be x 16 ANDERSON 400 SERIES TW 2646 2'-8-1/8"x4'-8-7/s" RO reported to the architect or property owner. Do not start work until such conditions 1 j 1 BEDRM #3 GABLE have been examined and a course of action mutually agreed upon. Failure to notify 1 z I I 17 ANDERSON 400 SERIES the owner or architect of unsatisfactory conditions will be construed as an acceptance EXIST. RAILING I I I AFC 135 FIXED of the conditions to properly p p y perform the required work. i x r 2'-0-5/8"x3'-8-1/16" wI I I o , 4. All work is to conform to the drawings and specifications of the architect and BATHRM. #2 engineer consultants. 18 ANDERSON 400 SERIES 5. The Contractor is to maintain a complete and up to date set of plans on the Oe CX14 - TEMPERED job site at all times E IST. TOC & STEPS �5�; I ��•/ I I 0 v� 1� 2'-s"x4'-0-1/2" FIXED 6. The drawings are not to be scaled under any circumstances. EXIST. RAIL. 1 1 O X I d �/� 1 9 BATHRM. #2 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures A 1 02 V J ANDERSON 400 SERIES including storage and toilet facilities,protection of existing work to remain,access to EXIST. FL. IRs o I I N C12 work area, hours of permitted work,availability of water and electric power and all No HA ES ! ON LANDING UP 2'_0_5/8"x2'-0-5/$" RO I UP___ .I other conditions and restrictions for this particular location in order to execute the BATHRM. #2 work in a careful and order) manner with the least possible disturbance to the public. EXIST. RAILING I /'�• 2 0 y ID ANDERSON 400 SERIES 8. The Contractor shall make the neccesary arrangements to utilities and services Al 0 C12 temporarily disconnected while performing the work as required. -- — 2'-0-5/8"x2'-0-5/s" RO 30" x 53° DH — _ 9. The Contractor shall provide all dimensions and cut-outs for other trades. (3) zsx62 SINGLE PANE WD. 2 - 27-1/2" x 33" DH BATHRM. #1 EXIST. UNIT 2 1 10. The Contractor shall provide proper shoring and bracing for all remaining structure SKYLIGHT - TDB prior to removal of existing structure. EXISTING FIRST FLOOR PLAN 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed STAIR LANDING ADD RAILING @ EXTERIOR persons who shall arrange for and obtain all required inspections.The General 1/4" = 1 -0 3. 19.20 2 2' ANDERSON 400 SERIES Contractor shall be responsible for scheduling all other inspections as required. CX16 FIXED & TEMPERED 12. The Contractor is solely responsible for construction safety and shall hold the 2'-8"x6'-0-3/8" RO FIXED owner and architect harmless from litigation arising out of the Contractor's failure to 23 BEDRM #2 provide construction safety means and methods_ ANDERSON 400 SERIES TW2432 2'-6-1/8"x3'-4-7/8" RO CONSTRUCTION NOTES BEDRM. #2 DORMER 40'-6" 7'-0" 9'-0" 241 ANDERSON 400 SERIES 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. EXISTING STRUCTURE NEW ADDITION NEW DECK TW2432 WHITE DH 2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. BEDRM. #1 DORMER copper termite she�ild. 2 5 ANDERSON 400 SERIES 4. Shingle siding shalll conform to ASTM D 3679 and be installed in accordance 12 - 13 14 ® souD BLOCKING To— [� / AILwc ro CODE TW2432 WHITE DH with the New York( State Building Code and manufacturers specifications. MASONRY WALL BELOW 9 9 EXIST. UNIT \ -- ,REMpVE wlNpow/;i,,, REI,pvE wlNpow - � -� 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed 11` ���•TO ALIGN W/ 1� TO ALIGN W � i,, � n n uwr oPPoslrE ! UNIT oPPosITE Z, upon by an engineer and certificates shall be issued stating same. I BUILT-Ir�T3D SII, o 48'RANGE 18'TAIILI j PANTRY �� w DN RIs RS c 6. Unless otherwise noted all framing and structural wood components shall be Q1 8" AX DOOR SCHEDULE #2 or better Douglas Fir. I 7. All framing techniques and methods shall be as prescriptive design based on II AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) _0"— 3'_0.. 1'-8"- IWI I '�I � �'I Z Ili 1�1 I I _ 3 FIRST F y I FLOOR or as specified in R301.2.1 g Z) —ICNJ ❑ DINING RM. o KITCHEN 1 ! LIVING RM. x I' 1 8. All building envelope r 1 w I M 9 p components shall comply with Chapter 6 of the Energy X I i �I>I �Q ��" TYPE NOTES Conservation Code of the State of New York. 00 —2'-0"— O O ADD 2X4 I ZI Q;III 9. Fireblocking shall be provided in all wood framed construction in accordance NEW EXIST.EPT °o w 0. with NYS Code R 602.8 to form an effective fire barrier between stories and a New P.D, DEPTH 1 111 1 II between the top story and roof space. Li SINK BASE p W �II KNEESPACE F: I X E}• REF. L_ X 10. Protective panels shall be provided for glazed openings in accordance with Z U) NORWOOD SINGLE FIXED FR. DOOR NYS code R301.2.1,2 if they are required. q p 11. All portions of 'the new structure are designed to comply with local geographic 14 I (I ° II (I U COMBINED W/ ACTIVE DOUBLE DR. x EXIST. 2X8 JOISTS @ 16" OC 1 EXIST. 2X8 JOISTS @ 16" OC I 1 cr 7 1/4" TJI 230 JOISTS @ 16" OC z I °' B/ w d LU 2X6 ACO DECK JOIST and climatic criteria a3S StatQd In the following table. o O Il � 1 I1 i1 @ 1s° oc ABOVE "' .I NORWOOD SINGLE FR. DR. W/ M �' 43 —3,_51 _2,_6110,07 1 I (' II o SIDE LITE GEOGRAPHIC & CLIMATE DESIGN CRITERIA 37 Z n N — — — 4r— — — 2 a _ J I II a 15-3/4 x 82 23/16 6'LITE DOOR C]� PORCH � � I � _ _� 1 _ — I I _ B I GROUND SNOW LOAD 45 ps 1 X (UNHEATED SPACE-NO CHANGES) — ( I WIND SPEED LU / 'I� SOLID BLOCKING TO I I Soup BLOCKING sETw EN 11 EXISTING ENTRY DOOR W/ TRANSOM NO WORK 130 MPH 1 3� SIN PWD.RM. I I U ��MAsoNRY BIER BELow— — —f I I DOOR UNITS TYP :1 D & 2- 26x62 FIXED PANELS SEISMIC DESIGN CA,TATGgRY B \/ NO WORK WEATHERING SEVERE O (3) 1-3/,4"x11-7/ LVL DROPPED HEADER E EXIST. PORCH DOOR O 8 I PART GLASS FROST LINE DEPTH 36" A I Z � I I ( li " CELLAR STAIRWAY DOOR 2 PANEL WOOD DOOR TERMITE THREAT MODERATE TO HEAVY — J L I I M �A F 2'-8"x6'-10" INSULATED DECAY SLIGHT TO MODERATE EXIST. RAILING — — O? I I , OB DINING RM TO KITCHEN 15 LITE FRENCH DOOR WINTER DESIGN TEMPERATURE 11 rim, I L" G 3'-0"x6'-10" POCKET DOOR FLOOD HAZARD AS NOTED H N v � POWDER RM. 4 PANEL WOOD DOOR 1 1I1v I o 1 I H 2'-6"x6'-10., EXIST. STOOP & STEPS ' a o III ( I ENTRY HALL COAT CLOSET 2 PANEL WOOD DOOR I�a L l_ ° L A 100 SITE PLAN & NOTES w —EQUAL EQUAL— EQUAL EQUAL li I (2) 1'-4"X6'-8" VIF �. E i i 1 Cl) ! ! A 101 FOUNDATION PLAN & ROOF PLAN C I I Q+ \�4/ EXIST. RAIL. Ir F' — ALIGN _ _ ~ I c Ili `+ ' — —EQUAL EQUAL— a I I EQUAL EgUAL� I , SECOND FLOOR A 102 FIRST FLOOR PLANS A 103 SECOND FLOOR PLANS EXIST. ST IRS Q O I L TYPE NOTES A 104 EXTERIOR ELEVATIONS 2ND FL NO HAN(IES N W C LLA STARS 11 U DO N OF 1 FIRE�I�A�yE J EXIST. RAILING / 2'-31 BUILTJINITBD STEEL F�uE BUILT-IN a HALLWAY CLOSET DOORS CUSTOM MILLWORK STAVE DOORS A 105 SECTIONS !II (2) 1'-8°x6'-8" VIF A 106 INTERIOR ELEVATIONS EDRM #1 ENTRY DOOR 4 PANEL WOOD DOOR -- REMOVE DOOR _ _ _ ---- - 2' 8..x6. 8.. , ❑ 6 - -- — _ 5 4 - t BEDRM #2 ENTRY DOOR 4 PANEL WOOD DOOR ❑ C ❑ 1 L EXIST. UNIT n BATHRM #1 ENTRY DR. 4 PANEL WOOD DOOR w M 2'-8"x6'-8" PETER MARREN AIA LEED AP PROPOSED FIRST FLOOR PLAN o DN a RI Eris ® BEDRM #3 ENTRY DOOR 4 PANEL WOOD DOOR -_ _ 1 /4 — 1 1-0 5.21 . 0 3 8 MAX WHITE OAK RAIL TYP. w _ _- 2X4 TOP RAIL_- -s"xs'-s" MYRREN AND NEWMAN z 1X3 STILES 2 REV. 6.7.20 REV. 8.20.20 5/4x3 BASE ON C & ORIENT NY REV. 6.14.20 1x4 SKIRT-- - - - � � P LAUNDRY CLOSET DOORS LOUVERED DOORS --- - -- - - - -- - a-t/z"xRT-- CAPPED Posrs - (4) 14-1/2"x6'-10" BIFOLD VIF REV. 6.23.20 0 Q BEDRM #1 CLOSET DOORS 4 PANEL WOOD DOOR REV. 7.3.20 -- - — (2) 2'-6"x6'-10" VIF PERMIT APPLICATION & DRAFTING REV. 9.17.20 BEDRM #3 CLOSET DOORS R (2) 2'-8"x6'-8" VIF 4 PANEL WOOD POOR JOAN CHAMBERS SBATHRM #2 ENTRY DR. 4 PANEL WOOD DOOR 631 -294-4241 2'-8"x6'-8" T NORWOOD FR. DUAL PATIO DOOR — FOUR PANELS, CENTER OPERATES _ EXIST. & PROPOSED 1 ST FLOOR SCALE AS NOTED JUNE 30, 2020 '.� 77006 �,` 3OF6 Generated by REScheck-Web Software D U F F E Y W E I N RA U B RESIDENCE Compliance Certificate 1 1 2 5 NAVY STREET ORIENT N.Y. I Project Duffey Weinraub Residence Energy Code: 20181ECC EXISTING: SINGLE FAMILY RESIDENCE Location: Southold,New York S CT M# 1000- 25-3-5 Construction Type: Single-family ProjectTypt; New Construction Conditioned Floor Area: 1,940 ft2 ZONE R4 0 . 2 8 ACRES Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: PROPOSED: 2 8'-8" Construction Site: Owner/Agent: Designer/Contractor: 1125 Navy Street 171 SQ. FT. NEW ADDITION TO 1ST AND 2ND FL. v I IIII I li I!IIII Iq11l IIII!II'IIi IIIII II IIIIII II'II II ID II •III I II IIIIIII IIIIIIIIII III II'I III II III I III-IIIII IiI I II IIII II-i I'II I fI i I III'I III IIIIII IIII II I,III IIII I III(!I�III'I IIIII II IIL I II II I I II III LI,�I,II!I II 2IIII I II 5I1III I IIIr 11 'II II'i 0_N0n�MMN=MioMINIIIi'i, l I-I-I 0 II l • -- I I /(\ III(II I UOwzx1 \/ li / �1 -' U/ �2 /1-\ \ ' - o- -_ �l�I N¢Uoul \ \/- � � = IIII1IIIIIlII� t�iI IIIIIIIIIIIII1IIIII� \oNiMMN�MN��III I II `tIIIIiII IIIIII AIIII Ii VcJ�rMx.0- I IIIiIII I -�IiIIIII II rIIIIIIIIIIIIIII II I IIIII I- IIIII,IIIIIIII I _s - IIuc�rIfI,'I III!II!III ' i!IIIII II �IIII - - �II \ R -- I j1 l 1,I'II 8 - Orient, �ie n_ t, N Y • 1 1 9 5 7"- W J "i i�T•,•- ..... _ . .w . . , ~ -� .. t(. •- 1 ! IA P1TO . 1T 0 A E INCLUDE NCLUDE R tIhEO e 6 N R0 ne w A ES s I A LQt r uE c. tVFu T rALe . E T a r EIe 2O DN d Ne D s S A i g n P e F d L t o D c o E m C p lyK w. 30" 53" DH30" x 53" DHREMOVE EXISTING DECK AND OUTDOOR h l o Sc a H l gO eoWB g r1 a E 1 P h R ADD 385 SQ-OF NEW 1ST FL DECKCmP�ance 0.6%Bttor Than Code Max,mum UA. 350 YouUA.34a Max,mum SHG0040 Your5H C. O.Z7 ' The%Better Worse Than Cod Index resects how close t m ance Me house Is based on code tradeoff rules. RELOCATE KITCHEN.tt DOES an e (mate of energy or cost elativto a minimum-code home REPLACED RELOCATEWIND WS AS _NOTED 13'-9Env Ione Assemblies ON PLANS. RENOVATE EXIST. PWD. RM. RENOVATE EXIST. 2 i Nt D - FL BATHROOM. ADD NEW 2ND FLOOR BATHR M. Ceiling 1:Flet Ceiling or Scissor Truss711 30.0 0.0 0.03525 RELOCATESIDEENTRY DOOR.CeIhn9 2 Flet Ceiling or Scissor Truss 108 30.0 0.0 0.035 4BED OM #3.BEDROOM #1 Ceiling 3:Flat Ceiling'n9or Scissor Truss 99 30.0 00 0.035 3 30.0 0.0 0.035 1Ceilin 4.Flat Ceilingor Scissor Truss 26 Ceiling S:Flat Ceiling or Scissor Truss 34 30.0 00 0.035 10 'GENERAL Ceiling Flat 74 30.0 0.0 0.035 20 Skylight1:Metal Frame:Double Pane with Low-E s 0.270 z 1. All work shall conform to the requirements of the Residents) Code of New York SHGC 0.34 State, County and Tiown De artment Regulations, Utility Company requirements andWall 1.Wood Frame,16"o.c. 1 126 15.0 0.0 0.077 73 best trade practises.1.GIass 37 0.30011 SHGC'0.2a 2. Before commenyin9 work the Contractor shall file all documents required by the Window 1:Vin (/Fiberglass Frame:Double Pane with Low-E 11 0.300 3 Building Department, pay all fees required by local agencies and obtain all requiredsHGc:0.31 -E permits.Window 1coPY 1:Vinyl/Fiberglass Frame:Double Pane with Low 11 0.3 0 3 SHGC:0.3l 3. The Contractor shall visit the site and verify all dimensions and the existing 2Win ow 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 7 0.270 SHGC:0.3a conditions affecting the work Prior to construction. Any discrepancies whih would Window 4:Vinyl/Fiberglass Frame Double Pane with Low-E11 0.270 3 interfere with the satisfactory com )elation of the work described here'nshall beSHGC:0.34 reported to the archiftect or property owner. Do not start work Until SUCK conditionsWindow 5:Vinyl/Fiberglass Frame:Double Pane with Low-E a o.zao SHGC:O.32 have been examined and a coursee of action mutually agreed upon. Failure to notifyWindow 6:Vin I Flber IassFrame:Double Pane with Low-E 16 0.270 4 the owner or architect of unsatisfactory conditions will be construed as an acceptance o.31 of the10/0/20conditions to IPro erIY Perform therequired work.Duffey Weinraub Residante Report date. Data filename: Page 1of 3 4. Allw work is to conform to drawings and specifications of the architect andBEDR00M #2. � engineer consultants. RATHRM. #1 5. The Contractor is to maintain a complete and up to date set of plans on the Job site at all times C) 6. The drawings are not to be scaled under any circumstances. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures including storage andtoilet facilities, of existing tin9 work to remsinIaccess to work area, hours of Permitted work,availability of water and electric and all o 77 other conditions and restrictions for this particular location in order to execute the Window 7:V n I Fiber lass Frame:Double Pane with Low E 6 0.300 2 sHGc.0.31 workin a careful ul and orderly manner with the least possible disturbance to public.. 8. The Contractor shall make the neccesarY arrangements to utilities and SEfVIC@SWindow 8.Vinyl/Fiberglass Frame:Double Pane with Low E 8 0.300 2 SHGC:0.31 temporarily disconnected while performing the work as required. WIndow8 copy Vln I Fiber lass Fram Pan with Low-E 8 0.300 2 9 The Contractor shall provide all dimensions and cut-outs for other trades.SHGC:0.31 Window 8 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E a 0300 10. The Contractor shall Provide proper shoring and bracing for all remainingstructure SHGC:0.3124. x 3$" DH prior to removal of existing structure. Window BcoPY 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 80300 SHGC:0.31 2 11. Plumbing, electrical, HVAC andsimilar work shall be Performed by licensed Window 20;Vinyl/Fiberglass Frame:Double Pane with Low-E 19 0.300 6 parsons who shall arrange for and obtain all required inspections.Th eGeneralSHGC:O.22 Window z0c0Pv1:Vin I/F' er lassFrarheDoutile Pane with Low-E 19 0300 6 Contractor shall beresponsible for scheduling all other inspections as required. SHGC:0.22 12 The Contractor IIs solely responsible for construction safety and shall hold the EXISTING SECOND FLOOR PLAN Wall 2:Wood Frame,16"o.c. 1,152 15.0 0.0 0.077 65 owner and architect Iharmlers from litigation arising out of the Contractor's failure to Door S:Solid 1s 0.190 3 provide construction safety means and methods.Door 2:Glass 21 0.300 6 SHGC:0.24 Door 3:Glass 37 0.300 11 SHGC:0.24 Door 3 copy 1:Glass 37 0.300 11 CONSTRUCTION NOTES SHGC:0 24 Window 12:VinyllFiberglass Frame:Double Pane with low-E 11 0.280 3 SHGC:0.32 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin, grade. Window 12 copy 1:Vinyl/Fiberglass Frarhe:Double Pane with Low-E 11 0.280 3 2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted.SHGC:0.32 Window 12 copy 2:Vinyl/Fiberglass Frarhe:Double Pane with Low-E 11 0.280 3 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. SHGC:0.32 copper termite sheild. Window 12 copy 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 11 0.280 3 SHGC:0.32 4. Shingle siding sheall conform to ASTM D 3679 and be installed in accordance Window 19:Vinyl/Fiberglass Frame:Double Pane with Low-E 12 0.300 a with the New York State Building Code and manufacturers specifications.SHGC:0.31 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreedWindow 16 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 12 0.300 4 SHGC:0.31 upon by an engineer and certificates shall be issued stating same. Window 16 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 12 0.300 4 6. Unless otherwise noted all framing and structural Wood components shall be SHGC:0.31 #2 or better Douglas Fir.Window 19:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3 SHGC:0.31 7. All framing techniques and methods shall be as prescriptive design based on Window 22:Vinyl/Fiberglass Frame:Double Pane with Low-E 6 0.280 2 AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM)SHGC:0.33 Window 22 copy 1:Vinyl/Fiberglass Frarhe:Double Pane with Low-E 6 0.280 2 Or as specified in R301.2.1.1 " " SHGC:0.33 8. All building envelope components shall comply with Chapter 6 of the Energy -6'-2Window 22 copy 2:Vinyl/Fiberglass Frarhe:Double Pane with Low-E 6 0.280 2 Conservation Code of the State of New York.2ND FL. EqENSION ADDITION SHGC:0.33 Window 25:Vinyl/Fiberglass Frame:Double Pane with Low-E 5 0.280 1 9. Fireblocking shall be provided in all wood framed construction in accordance SHGC:0.33 with NYS Code R 602.8 to form an effective fire barrier between stories and6'- Window 25 copy 1:Vinyl/Fiberglass Frarhe:Double Pane with Low-E 5 o.zao 1 DECK SHGC:01 between the top storyand roof space. Window 25 copy 2:Vinyl/Fiberglass Frarhe:Double Pane with Low-E 5 0.280 1 10. Protective psnails shall be provided for glazed openings in accordance with❑5 SHGC:0.33 Window 25 copy 3:Vinyl/Fiberglass Frare:Double Pane with Low-E 5ABOVE 0.280 1 NYS code R301.2.1 .2 if they are required. SHG0.33 I Window 29,Vinyl/Fiberglass Frame:Double Pane with Low-E 19 0300 6 Q/ 2X8 16 OC HAFTERSI "14 SHGC:0.22 and climatic criteria ass stated in the following table.2X8 @ 1OC RAFTERS Window 29 copy 1:Vinyl/Fiberglass Frarhe:Double Pane with Low-E 19 0.300 5 -TO ALIGN W/ UNIT BELOW SHGO.22 GEOGRAPHIC & CLIMATE DESIGN CRITERIAAQ Project Title:Duffey Welnrsub esldante Report date: 10/0120 RAFTERS GROUND SNOW LOAD 45 ps1R 2X8 @16„ Data filename. Pa e 2 of 3 2 2X8COLLAR S32 OC CLOSET #z CLOWIND SPEED 130 MPHSE3 SEISMIC DESIGN CATATG RY BEDROOM #3.BEDROOM 1 WEATHERING SEVERE EXISTING RAFTERS FROST LINE DEPTH 36" EXISTING CEIL. JOISTS TERMITE THREAT MODERATE TO HEAVY DECAY SLIGHT MODERATE wo DECK BELOW WINTER DESIGNTEMPERATURE T U FLOODHAZARD> -- 1 Window 29 copy 2:Vinyl/Fiberglass Fra me.Double Pane with Low-E 19 0.300 AS NOTED SHGC0.22 Window 3 ;Vinyl/Fiberglass Frame:Double Pane with Low-E11 0.300 3 SHGC,0.22 A 100 SITE PLAN & NOTES x Floor 1:All-Wood Unconditioned ace 967 30.0 0.0 0.033 32 N Floor 2:All-Wood olst/Truss.Over Outside Air 61 300 0.0 0,033 2 A 101 FOUNDATION PLAN & ROOF PLAN ComPhenca Statement- The proposed building design described here Is consistent with the building ldin9 plens specifications,and other A 102 FIRST FLOOR PLANS1 3/4„X11-7/8" LVL RIDGE calculations submitted with the permit aAPlication.The proposed building has been designed to meet the 2018 IEC requirements'm REScheck Version REScheck-Web and to comply with the mandator requirements listed in the RESchatk Inspection Checklist. A 1O3 SECOND FLOOR PLANS EXISTING ROOF',OVER ry PORCH BELOW Mw T ' 3 y 104 EXTERIOR ELEVATIONS 7_8^ 2 Date Name Si nature A 105 SECTIIONS BATHRM. #1 MW TBDI 12'-4y s BEDROOM # DM LAUNDRY I EXISTING RAFTERS w o BATHRM. #2HALLwnY�� EXISTINGcEIL. JO(S�S a A o wDSL @ 16" OC RAFTERS D MARREN AND NEWMAN CEIL.A2x6 @ 16" OC CEILING JOISTS NYC & ORIENT NY CERAMIC TILE FLOOR RADIANT HEAT 66" 32" TUB_ z PERMIT APPLICATION & DRAFTINGrUB MW TBD JOANCRAMBERS 631 -294- I , I ft ���p�.;�i��'��_t`..•=j, `J,�ra;� 'I 4241 LU 3 9] EXIST. & PROPOSED 2ND FLOOR R SECOND FLOOR PLAN < ' SCALE AS NOTED JUNE 30s 2 020DECK BELOW 7tiI1 /4" = V-01r 5.21 .20 REV. 6.7.20 REV. 6.14.20 REV. 6.25.20 77- REV. 7.3.20A 03 Ll REV. 9.17.20 7E7TT7 E Project Title:Duffey Welnraub Residence Report date: 10/09/20 4 O F 6 Data filename: Page 3 of 3 I I DUFFEY WEINRAUB RESIDENCE 1125 NAVY STREET NEW STAINLESS STEEL FLUE NEW STAINLESS STEEL FLUE ORIENT N.Y. NSTALL AS PER MANUFACTURERS INSTALL AS PER MANUFACTURERS EXISTING BRICK CHIMNEY NSTRUCTIONS INSTRUCTIONS NO CHANGES — i= EXISTING: SINGLE FAMILY RESIDENCE SCTM# NEW GABLE ROOF - \\ ASPHALT SHINGLES 1000-25-3-5 ` NEW ROOF WHITE DRIP EDGE / ;; 1X2 TRIM - - - - - -- -- ZONE R-40 . 2 8 ACRES / / 1X6 RAKE REMOVE ALL EXIST. - ALT/FIBERGLASS SHI NEW 12'x18" \ NEW STANDARD WHITE GUTTERS NEW ASPHALT/FIBERGLASS NGLf_g ---, ASPHALT ROOF SHINGLES NEW 12"x18" \-- WHITE FIBERGLASS NEW STANDARD WHITE LEADERS PROVIDE & INSTALL NEW - -- 12 WHITE FIBERGLASS ATTIC VENT N WHITE PAINT ON TRIM TYP. �- i ASPHALT ARCHITECTURAL i ATTIC VENT �\ NEW % \\\\ SHINGLES. COLOR: SLATE 4.6 % KYLIGH ' i \ 12 PROPOSED: EXISTING DORMER ROOF y ADD NEW ASPHALT SHINGLES _- WHITE DRIP EDGE i � - -- -- — - - 171 SQ. FT. NEW ADDITION TO 1ST AND 2ND FL. --- AND. C12 AND. C12 WHITE DRIP EDQE TO INCLUDE 60 SQ.FT. 2ND FL DECK. EXIST. 1X2 TRIM EXIST. DORMER 1X2 TRIM E=XIST. 1X6 RAKE NEW RED CEDAR �� �� � ,xs FASCIA - REMOVE EXISTING DECK AND OUTDOOR SHOWER E=XIST. OPEN RAFTER TAILS SHINGLE SIDING � AND. TW2432 \\� STANDARD WHITE NHITE PAINT OIJ TRIM TYP. / 1X4 WHITE �_ GUTTERS & LEADERS PATIO OD FR. & ADD 385 SQ.OF NEW IST FL DECK. j� TYVEK CASING �� � � WHITE PAINT ON DUAL PANEL TYP. ��� I TRIM TYP. PATIO DOOR \\\ RELOCATE KITCHEN. ANDERSON CX16 \ AND. FIX SERIES _,•AlIXED NEW ROOF RAKE TO 20 19 _ CX14 FIXED �' WHITE TYP. LACE SAND RELOCATE WINDOWS AS NOTED RESEMBLE EXISTING \ - TYVEK CASING 5/4x3 BASE ON ON PLANS. /. \ �0 1X4 WHITE 1X3 STIES i REMOVE ALL EXIST - 1X4 SKIRT CAPPED POSTS RENOVATE EXIST. PWD. RM. RENOVATE/: \ TYP. [] REMOVE; ALL EXIST \ S R E O EXIST. 2ND RED CEDAR SHINGLE � RED CEDAR SHINGLES i 2" DIA RAIL @STEPS ,! 22 PROVIDr & INSTALL NEW \PNROVIIDEN&R o SELL NEW 18 o FL BATHROOM. ADD NEW 2ND FLOOR BATHROM. _ SHINGLE=S 5-1/ DAR WESTERN RED 2EDXR \ SHINGLES 5-1/z" EXP. r, - RELOCATE SIDE ENTRY DOOR. NATURAL FINISH NATURAL FINISH 1X8 DECORATIVE TRIM W/ 12 5/4x3 DRIP CAP - j ALL WHITE TY TYP. - --- ---=-- EXISTING GABLE ROOF TYVEK T - ADD NEW ASPHALT SHINGLES GENERAL NOTE S WHITE DRIP EDGE 1. All work shalll conform to the requirements of the Residental Code of New York EXIST. 1X2 TRIM EXIST. 1X6 RAKE PAINTED _ �' State, County and Town Department Regulations, Utility Company requirements and EXIST. OPEN RAFTER TAILS EXIST. 1/2 ROUND WHITE GUTTERS _ -IL best trade practises, EXIST. ROUND WHITE LEADERS - - MARVIN CLAD DH —NORWOOD CASEMENT WH1TE"'OAK-RAIL TYP. NORWOOD DOUBLE FR. DOORS WHITE PAINT ON TRR✓ TYP. \ RELOCATED ( EXIST.) 2X4 TOP RAIL COMBINED W/ SINGLE FIXED DR. ] �C 2. Before Commencing Work the Contractor shall file all documents required by the UF1 I— NORWOOD SINGLE FR. DR. W/ NOTE: 1X3 STILES ALL WINDOWS, DOORS 5/4x3 BASE ON -� Building Department, pay all fees required by local agencies and obtain all required SIDE LITE — �- IL & CASING WILL BE; 1X4 SKIRT C IDE permits. - 4-1/2"x4-,/2" CAPPED POSTS 3. The Contractor Shall visit the site and verify all dimensions and the existing L1X8 & 1X4 WHITE TYVEK TRIM W WHITE — - - 5/4" BACKBAND & 1-1/2" CORNICE 2' DIA RAIL (D STEPS d r L - _ conditions affecting the work prior to construction. Any discrepancies which wou withf the satisfactor Com letetion work described herein shall be I Y P EXIST. STAIRS, sloop & re orted to the architect or property owner. Do not start work until such conditions RAIL - NO CHANGES �� p p p Y / EXIST. PORCH WINDOWS —5/4x6 MAHOGANY DECKING have been examined and a course of action mutually agreed upon. Failure to notify 1 r�� 5/4x6 MAHOGANY DECKING WHITE PAINTED WOOD O u / 1X10 MAHOGANY TRIM \� — 1X10 MAHOGANY TRIM the owner Or architect of unsatisfactory conditions will be construed as an acceptance 1X4 FRAMES ON SQ. LATTICE 1X4 FRAMES ON SO. LATTICE t FR of he conditions to properly perform the required work 4. All work is to conform to the drawings and specifications of the architect and engineer consultants. 5. The Contractor is to maintain a complete and up to date set of plans on the job site at all times 6. The drawings are not to be scaled under any circumstances. -- \ 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures including storage land toilet facilities,protection of existing work to remain,access to work area, hours of permitted work,availability of water and electric power and all other conditions and restrictions for this particular location in order to execute the NORTH ELEVATION WEST ELEVATION work in a careful and orderly manner with the least possible disturbance to the public. 1/4" = V-0" 5.22.20 1/4" _ V-0" 5.22.20 C (SCl 8. The Contractor shall make the neccesary arrangements to utilities and services REV. 6.5.20 J J temporarily disconnected while performing the work as required. REV. 6.14.20 REV. 7.21.20 REV. 6.14.20 REV. 7.21.20 iR ` q REV. 6.25.20 REV. 8.20.20 REV. 6.25.20 REV. 8.20.20 �� 1 '1V/ 9. The Contractor shall provide all dimensions and cut-outs for other trades. REV. 7.3.20 REV. 7.3.20 1►/r� I 10. The Contractor shall provide proper shoring and bracing for all remaining structure S �n 11� r� prior to removal of existing structure. 1fIYA, 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed J persons who shall arrange for and obtain all required inspections.The General aContractor shall be responsible for scheduling all other inspections as required. © 12. The Contractor is solely responsible for construction safety and shall hold the owner and architect harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. CONSTRUCTION NOTES 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. copper termite sheild. 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be #2 or better Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on 37 AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) h NEW STAINLESS STEEL FLUE or as specified in R301.2.1.1 NEW STAINLESS STEEL FLUE INSTALL AS PER MANUFACTURERS 8. All building envelope components shall comply with Chapter 6 of the Energy INSTALL AS PER MANUFACTURERS INSTRUCTIONS INSTRUCTIONS Conservation Code of the State of New York. - ------ -- -------- - -- REMOVE ALL EXIST. \ No CHANGES . Fireblocking shall be provided in all wood framed construction in accordance EXISTING ExisrIlJG BRICK CHIMNEY withY Code R 602.8 o form an effective fire barrier between stories and NO CHANQEs -- _._ _ -- - _ --- _ - - - - - -- -- '�\ :. between sthe°top story and to rspace.e ASPHALT ROOF SHINGLES PROVIDE & INSTALL NEW ASPHALT ARCHITECTURAL - - - SHINGLES. COLOR: SLATE - \ . Protective panels shall be provided for glazed openings in accordance with HEV✓ WHITE ATTC VENT \ ----- \ \\ NYS code R301.2.1.2 if they are required. NEW GABLE ROOF j \ 1 WHITE DRIP EDGE i /� \ 1 All portions o the new structure are designed to comply with local geographic EXISTING DORMER ROOF -_ -_ - -- _ 1X2 TRIM �� � ADD NEW ASPHALT SHINGLES 1X6 RAKE 12 /" \ and Climatic criteriafas Stated In the following table. WHITE DRIP EDGE- NEW STANDARD WHITE GUTTERS 9' \ 4.6 EXIST. 1X2 TRIM - --- __- _-__- -- NEW STANDARD WHITE LEADERS I �� EXIST. 1X6 RAKE _ - — -- - ---- WHITE PAINT ON TRIM TYP. �� \ \ & CLIMATE DESIGN CRITERIA EXIST. OPEN RAFTER TAILS j I ANDERSON 400 SERIES \\ _ - EXISTING DORMER ROOF GEOGRAPHIC T WHITE PAINT ON TRIM TYP. -- AFC 135 FIXED \ \_ ADD NEW ASPHALT SHINGLES 1X4 WHITE \\\ EXIST. DORMER WHITE DRIP EDGE GROUND SNOW LOAD 45 ps1 TYVEK CASING �% NEW RED CEDAR EXIST. 1X2 TRIM WIND SPEED 130 MPH AND. 400 SERIES AND. 400 SERIES TYP. AND. 400 SERIES, -AND. 400 SERIE SHINGLE SIDING EXIST. 1X6 RAKE TW2432 WHITE DH TW2432 WHITE DH ii TW 2646 TW 2646 �, EXIST. OPEN RAFTER TAILS SEISMIC DESIGN CATATGORY B 7 /; 1X4 WHITE .. WHITE PAINT ON TRIM TYP. WEATHERING SEVERE TYV/ TYP. CASING FROST LINE DEPTH 36" NEW CEDAR SHINGLE SIDING � ��� EXIST. DORMER E__ \ WHITE DRIP EDGE TERMITE THREAT MODERATE TO HEAVY �% �� EXISTING GABLE ROOF / - EXIST. 1X2 TRIM DECAY SLIGHT TO MODERATE C� -- - - 2 4 - _ -- --- n RAILING TO CODE 6 RAKE - Il� ---- 25 EXIST. OPEN RAFTER TAILS TEMPERATURE 11 EXIST. 1/> ROUND WHITE GUTTERS WIN DESIGN - i / \ EXIST. ROUND WHITE LEADERS FLOOD HAZARD AS NOTED --- - - -- - --- / — ROOF RAKE EXTENDED EXISTING GABLE ROOF CURVED TO CONTINUE 16 15 WHITE PAINT ON TRIM TYP. ADD NEW ASPHALT SHINGLES /� EXIST. PITCH PAINTED WHITE NOTE: WHITE DRIP EDGE- - / 1X8 DECORATIVE TRIM W/ ALL WINDOWS, DOORS \\ \ 12 A 100 SITE PLAN & NOTES EXIST. 1X2 TRIM & CASING WILL BE 5/4x3 DRIP CAP � EXIST. 1XE RAKE / ALL WHITE TYVEK TYP. WHITE \�\ I9 A 101 FOUNDATION PLAN & ROOF PLAN EXIST. OPE=N RAFTER TAILS - � \I EXIST. 1/2 ROUND WHITE GUTTE $ EXIST. ROUND WHITE LEADERS DUFFEY WEINRAUB RESIDENCE 1125 NAVY STREET ORIENT N.Y. EXISTING: SINGLE FAMILY RESIDENCE ASPHALT/FIBERGLASS SHINGLES — — �\ ASPHALT/FIBERGLASS SHINGLES SCTM# 1000- 25-3-5 ROOFING FELT / \\ a, ROOFING FELT ZONE R-40 . 2 8 ACRES 1/2" CDX PLYWD. SHEATHING \� /�%" . `� EXISTING ROOF RAFTERS ' 1/2" CGX PLYWD. - — \, 2X8 ROOF RAFTERS @ 16" OC 1-3/4"X11-7/8" LVL RIDGE EXISTING RIDGE. \ 1-3/4"x11-7/8" LVL RIDGE UNHEATED ATTIC SPACE ( LIGHT STORAGE) \ "— -- — S � !li , `\� RIDGE TRAPPING TO CODE 2X6 @ 16" OC RAFTER TIES R-30 INSULATION—\ �\ 2X6 @ 16" OC CEILING JOISTS UNFINISHED ATTIC SPACE PROPOSED: T SUPP RTS T RIDG R-30 INSULATION— \\\ 171 SQ. FT. NEW ADDITION TO 1ST AND 2ND FL. l TO INCLUDE 60 SQ.FT. 2ND FL DECK. \ \ REMOVE EXISTING DECK AND OUTDOOR SHOWER EXIST. FASCIA & TRIM IIR� EYVEOKE�SCIATER TAILS TO MATCH EXIST. �DROOM #2. HALLWAY BATHRM, #1 LAUNDRY BATHRM. #2 \ ALUMINIUM GUTTERS & LEADERS & ADD 385 SQ-OF NEW 1ST FL DECK. RELOCATE KITCHEN. 1-3/4"x11-7/8" LVL TYP. HEADER REPLACE AND RELOCATE WINDOWS AS NOTED CEDAR SHINGLES Ln 2X4 @ 16" OC STUD WALL ON PLANS. 1/2" PAINTED GYP. ED. @INTERIOR TYP. RENOVATE EXIST. PWD. RM. RENOVATE EXIST. 2ND R-15 INSULATION I CO FL BATHROOM. ADD NEW 2ND FLOOR BATHROM. I CERAMIC TILE FLOORING AS PER OWNER � CEDAR SHINGLE SIDING RELOCATE SIDE ENTRY DOOR. j 1 MASONRY BASE W/ RADIANT HEAT— TYVEK HOUSE WRAP 3/4" CEMENT BOARD 1/2" CDX PLYWD SHEATHING EXISTI� FINISHED HARDWOOD FLOORING 7-1/4" TJI ?30 JOISTS @ 16" OC 2X4 @ 16" OC STUD WALLS EXIST} 2X8 FLOOR JOISTS R-15 BATT INSULATION GENERAL NOTES EXIST. PORCH ROOF RAFTERS - 1- - -- - �. 1/2„ GYP. BD. @INTERIOR TYP, F::7T--DECORATIVE RAKE & OVERHANG 1. All work shall conform to the requirements of the Residental Code of New York NEW (2) 1-3/4"x11-7/8" LVL GIRDER \ (2) 1-3/4"x11-7/8" HEADER State, Count and Town D II y apartment Regulations, Utility Company requirements and best trade practises. PORCH DINING RM. PWD.RM. KITCHEN LIVING RM. 2. Before commencing work the Contractor shall file all documents required by the (BEYOND) l Building Department, pay all fees required by local agencies and obtain all required permits. Exlsr. WINDOWS 3.CASING & SILLS @ WINDOWS r o 3. The Contractor shall visit the site and verify all dimensions and the existing 2x4 @ 16” OC STUD WALL I_ conditions affecting the work prior to construction. Any discrepancies which would 1/2" GYP. BD BOTH SIDES a TYP. INT. PARTITION interfere with the satisfactory completetion of the work described herein shall be a reported to the architect or property owner. Do not start work until such conditions 5/4x6 WOOD DECKING have been examined and a course of action mutually agreed upon. Failure to notify NEW FLOORING AS PER OW ER 2X12 A(,Q LEDGER BOLTED TO the owner or architect of unsatisfactory conditions will be construed as an acceptance NEW R-30 INSUL. HOUSE W/1/2"x3" EPDXY COATED SCREWS y p —@ 12" OC STAGGERED of the conditions to properly perform the required work. EXISTING FINISHED HARDWOOD FLOORING i 2X6 ACO SILL PLATE 2X8 ACQ DECK JOISTS @ 16" OC EXISTING 2X8 FLOOR JOISTS BOLTED TOFOUNDATION FASTEN TO (2) 2X12 GIRDER W/ 4. All work is to conform to the drawings and specifications of the architect and _ _ - � SIMPSON H2A CLIPS— engineer consultants. ---- EXIST. 2X8 @ 16" OC FLOOR JOISTS NEW 2X8 @ 16" OC FL. JOISTSThe Contractor Is t0 maintain a complete and up t0 date set of plans on the (2) 2X1 r Ijob site at all times EXIST. EXISTING FOUNDATION WALL NEW MASONRY BLOCK W41- 2 GIRDER �!,STRAPPED TO 4X4 ACQ 2x12 ACO STAIR 6. The drawings are not to be scaled under any circumstances. I EXIST. PORCH FOUNDATION EXIST. CELLAR FOUNDATION (2) 2X12 GIRDER I POSTS ANCHORED TO STRINGERS@ 12. OC 3" DIA STEEL LALLY COLS ADD 16"06" MASONRY PLINTH NEW 16"x16" MASONRY PLINTHI 14" DIA CONC. PIERS CONC. PAD TYP. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures ON 24"x32" POUR. CONC. FTG. ON 24"x32" POUR. CONC. FTG. & FTGS. TO 36" BELOW V.I.F. LOCATION OF BEAM LOAD V.I.F. LOCATION OF BEA LOAD FIN. GRADE. including storage and toilet facilities,protection of existing work to remain,access to ABOVE ABOVE — work area, hours of permitted work,availability of water and electric power and all NEW 4" POUR. CONC. SLAB Other conditions and restrictions for this particular location in order to execute the NEW 16°x8" POUR. CONC. F-G. : ! o work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. - 9. The Contractor shall provide all dimensions and cut-outs for other trades. 10. The Contractor shall Provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. The General Contractor shall be responsiible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the SECTIONA owner and architect harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. 7. 3 . 20 1 /4" = V-0" REV, 9.17.20 CONSTRUCTION NOTES 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 2. Poured concrete shall hive a minimum psi of 3500 at 28 days unless noted. 3. Sill plates shall be pres(�rved, treated wood and be installed above a 16 oz. copper termite sheild. 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed upon by an engineer ano certificates shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be #2 or better Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construttion Manual for One and two Family Dwellings (WFCM) or as specified in R301.2.11.1 8. All building envelope cpmponents shall comply with Chapter 6 of the Energy Conservation Code of the State of New York. 9. Fireblocking shall be provided in all wood framed construction in accordance with NYS Code R 602.8 to form an effective fire barrier between stories and ASPHALT/FIBERGLASS SHINGLES — \�, ROOFING FELT \\ ` 1-3/4"X11-7/8" \� \ ROOF CDX RAFTERS @ 16" OC N0. Pre R301.2.1.2andtl b space. �� ASPHALT/FIBERGLASS SHINGLES p story 1/z" Cox PLYWD. SHEATHING 10. Protective panels shall be provided for glazed openings in accordance with EXISTING ROOF RAFTERS / they are required. EXISTING RIDGE. LVL RIDGEq UNHEATED ATTIC SPACE ( LIGHT STORAGE) -- — -_�' 1-3/4"x11-7/8" LVL RIDGE /� RIDGE STRAPPING TO CODE 11. All portions of the new structure are designed to comply with local geographic 0_1j 2x6 @ 16" OC RAFTER TIES (2) 2X8 COLLAR TIES @ 32" OC and climatic criteria as stated in the following table. \� SOLI SUPRTS T RIDG R-30 INSULATION- =` � GEOGRAPHIC & CLIMATE DESIGN CRITERIA i —R-30 INSULATION EXIST. FASCIA & TRIM -- --- GROUND SNOW LOAD 45 ps 1 \\ WIND SPEED 130 MPH !11 BEDROOM #2. HALLWAY BEDROOM #3. `�\ SEISMIC WEATHERING DESIGN CATATG ORY SEVERE EXIST. WINDOWS (2) 1-3/4"x11-7/8" HEADER FROST LINE DEPTH 36" EXIST CASING & SILLS @ WINDOWS CEDAR SHINGLES TERMITE THREAT MODERATE TO HEAVY 2x4 @ 16" OC STUD WALL DECAY SLIGHT TO MODERATE 1/2" PAINTED GYP. ED. @ INTERIOR TYP. \ l R-15 INSULATION WINTER DESIGN TEMPERATURE 11 al FLOOD HAZARD AS NOTED RAILING TO CODE f a� ��� n NEW HARDWOOD FLOOR AS PER OWNER t I 3/4" PLYWD SUBFL. p v A 100 SITE PLAN & NOTES 7-1/2" TJI 230 JOISTS @ 16'• OC—. ! 5/4x6 WOOD DECKING / EXISTING FINISHED HARDWOOD FLOORING � RUBBER MEMBRANE/FLASHING EXISTING 2X8 FLOOR JOISTS A 101 FOUNDATION PLAN & ROOF PLAN EXIST. PORCH ROOF RAFTERS 2X6 @ 16" OC DECK JOISTS ` t, _ `' A 102 FIRST FLOOR PLANS DECORATIVE RAKE & OVERHANG � A 103 SECOND FLOOR PLANS 3-1/2"0-1/4" HEADERS � �`����`^, A 104 EXTERIOR ELEVATIONS (2) 1-3/4"x11-7/8" HEADER —(2) 1-3/4"01-7/8" LVL DROPPED HEADER A 105 SECTIONS A 106 INTERIOR ELEVATIONS I m EXIST. WINDOWS — DINING RM. PWD.RM. KITCHEN EXIST CASING & SILLS @ WINDOWS PORCH (BEYOND) LIVING RM. CEDAR SHINGLES 2X4 @ 16" OC STUD WALL wH+NOr ALIeHm MnN R.fTER, 1/2" GYP. BD BOTH SIDES Z !ft RDOP BTRAPPNG DETAIL• I•RAP�•GALS.P I �.AL PETER M A R R E N AIA L E E D AP TOP OF TOP PLA.C NST TYP. INT. PARTITION a GONOEOT KINE STIOS TO TOP PLAM ROOF PAAHIN6 11 5/4x6 WOOD DECKING MARREN AND N EWMAN —NEW FLOORING AS PER OWNER 2X12 ACQ LEDGER BOLTED TO III> NYC & ORIENT NY NEW R-30 INSUL. HOUSE W/1/2"x3" EPDXY COATED SCREWS @ 12" OC STAGGERED FT --a — �__,•_�,�i EXISTING FINISHED HARDWOOD FLOORING — / 2X6 ACQ SILL PLATE — /�-2X8 ACQ DECK JOISTS @ 16" OC VIPI EXISTING 2X8 FLOOR JOISTS BOLTED TO FOUNDATIONSnoS FASTEN TO (2) 2X12 GIRDER W/ 6� TOP PLATE- � SIMPSON H2A CLIPS — NEW 2X8 @ 16" OC FL. JOISTS PERMIT APPLICATION & DRAFTING EXIST. I (2) 2X12 GIRDER 7r JOAN CHAMBERS EXISTING FOUNDATION WALL NEW MASONRY BLOCK LL 631 -294-4241 A (2) 2X12 GIRDER STRAPPED TO 4X4 ACQ STRI ACO STAIR - EXIST. PORCH FOUNDATION EXIST. CELLAR FOUNDATION 3" DIA STEEL LALLY COLS ADD 16"x16" MASONRY PLINTH NEW 16"x16" MASONRY LINTH POSTS ANCHORED 14" DIA CONC. PIETO STRINGERS@ CONC. PAD TYPP.. OC ,. RS ON 24"x32" POUR. CONC. FTG. ON 24"x32" POUR. CONC. FTG. & FTGS. TO 36" BELOW JA6K-/ V.I.F. LOCATION OF BEAM LOAD V.I.F. LOCATION OF BEAN LOAD - FIN. GRADE. SND ABOVE ABOVE Pul TM - Z MALL STWS PRMZENING C OPFOR NETT NEW 4" POUR. CONC. S AB "�WOpt� E�IDR DOOR SECTIONS NEW 16"x8" POUR. CON . FTG. SCALE AS NOTED JUNE 30, 2020 — TT— —17- ROTE II I UPLTT LONNEOTION IS Real NO UPLIFT TORS AT EACH UN'T.THE Or-ADM AM AT RfGSARED TH17 AR[.A I I I BOTTOM or HEADER STlbS M ADDITION TO GONNEOTORS AT hell VI AND AT TOP AND BOTTOM OF OkPPL6, R SECTION LJ it STRAP TES MAT'e WNNe® M A 05 SIrIrS. S16 OR corrscTDles ux Sn�+P.,DN z-MAX OR Hoo eoraseraes MODEL TWO 0516 OR 12'ErA®EOJI VTM O TO INOR L HA CORROSION ONpe TANGE ANI O 1D HAVE MIN L f£. AT OL THE ION. POR ALL HARDWARE IN CONECTION ANI WRAb VIPER SILL MTE AT FOINOATCh. W AGO IiMBEQ. � O 7 . 3 . 20 1 /4" = 1'- " UIGONNEOWR DETAIL REV, 9.17.20