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48968-Z
��o�QS�EFaI�-oy Town of Southold 2/28/2023 P.O.Box 1179 o _ 53095 Main Rd �l app f Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43871 Date: 2/28/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 57130 Route 25, Southold SCTM#: 473889 Sec/Block/Lot: 63.4-5.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/14/2017 pursuant to which Building Permit No. 48968 dated 2/28/2023 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with second floor deck, outdoor barbeque area, attached garage and accessory pool house with half bathroom as applied for. The certificate is issued to Kandic,Abidin&Phyllis of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0001 12/5/2022 ELECTRICAL CERTIFICATE NO. 41774 7/2/2018 PLUMBERS CERTIFICATION DATED 6/24/2020 All its ast u ing&H ting Aut ed gn ture - TOWN OF SOUTHOLD cay� BUILDING DEPARTMENT TOWN CLERK'S OFFICE o S SOUTHOLD, NY Tin iL 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#: 48968 Date: 2/28/2023 Permission is hereby granted to: Kandic, Abidin & Phyllis 166-36 23rd Ave Whitestone, NY 11357 To: construction of a new single family dwelling With accessory poolhouse structure as applied for per SCHD approval. Replaces BP 41774 At premises located at: 57130 Route 25, Southold SCTM # 473889 Sec/Block/Lot# 63.-4-5.3 Pursuant to application dated 6/14/2017 and approved by the Building Inspector. To expire on 8/29/2024. Fees: PERMIT RENEWAL $1,084.30 Total: $1,084.30 Building Inspector �o�SUFFot��oTOWN OF SOUTHOLD Gym BUILDING DEPARTMENT TOWN CLERK'S OFFICE V, SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41774 Date: 6/30/2017 Permission is hereby granted to: Kandic, Abidin & Phyllis 166-36 23rd Ave Whitestone, NY 11357 To: construction of a new single family dwelling with accessory poolhouse structure as applied for per SCHD approval. At premises located at: 57130 Route 25, Southold SCTM # 473889 Sec/Block/Lot# 63.-4-5.3 Pursuant to application dated 6/14/2017 and approved by the Building Inspector. To expire on 12/30/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,673.60 CO -NEW DWELLING $50.00 AMENDMENT T $24.00 LEC IC $185.00 Total: $1,932.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9,1957) non-conforming uses,or buildings and"pre-existing"land.uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy•- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Date. 06/13/17 New Construction: X Old or Pre-existing Building: (check one) Location ofPro Property: 5q f3® MAIN ROAD SOUTHOLD p House No. Street Hamlet Owner or Owners of Property: AB I DIN KAN D I C p Suffolk County Tax Map No 1000, Section 0 6 3 0 0 Block 0400 Lot_ JAi Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: R 10—17—0 0 01 Underwriters Approval: 6, Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ p lican Signature pF SO!/l�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q �► • �o roger.richertQ-town.southold.ny.us Southold,NY 11971-0959 Irou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kandic Address: 57130 Route 25 city:Southold st: New York zip: 11971 Building Permit#: 41 774 Section: 63 Block: 4 Lot: 5.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 300A Heat GAS Duplec Recpt 63 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 23 Wall Fixtures 19 Smoke Detectors Main Panel 2-150 A/C Condenser 2 Single Recpt Recessed Fixtures 39 CO Detectors Sub Panel A/C Blower 2 Range Recpt 50A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt20A Emergency Fixture Time Clocks Disconnect 2-150 Switches 51 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 1- Range Hood, 8- Paddle Fans, 1- Air Exchange Fan, Electric Radiant Heat in Four Bathrooms, Radiant Hot Water Heat in Rest of House, 1-100A Sub, 1- 50A Sub, Notes: 8 ARC Fault Circuit Breakers. Inspector Signature: Date: July 2, 2018 0-Cert Electrical Compliance FormAs Town Half Annex 54375 Main Roa& Telephone(631)765-1802 P-0-Box 1179 Fax(631)765-9Sm Southold,NY 11971-0959 BUILDING DEPAPTMEM TOWN OF SOUTHOTE D CERTT IC A TIOPt Date: 72 Z� aBuild ng.periprtNo, -�-1 . Owner. (Please print) Plumber. {Please prim) Lead. I certify that the solder used in the water supply system contains Iess than 2110 of I% b --Y (Pl hers Signature) Sworn to before me dlis day of ;' C--1 20 o�G SUSAN A.RIZZO Notary Public,State of New York, No.01 816183459 , iVotary Public, Qualified in Suffolk County County Commission Expires March 17,:20 qp-� ��OE SOUIyo h� �O �y00UNT1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: m UvA f 01- KAftl DATE ut INSPECTOR qOF SOU \ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � )W 1 e ANA UI(t/ ✓ Faywk4ovo d -plL./ is _Ave,�_ 64m.., qm4 I-L, Jew DATE 7by INSPECTOR / U 1 soulyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECION [ ] FOUNDATION 1ST [ ROUGH PLEIG. Vll/d��/2R/n/✓.� [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REM RKS: 081c, 4A✓ vn�mfav� Jive 0t DATE INSPECTOR OF SOU cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL —®� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A✓ 2/ �rrA�'1 n DATE o+ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC p ON* [ ] FOUNDATION 1ST [ ROUGH PLEIG. [. ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 6d well tS DATE INSPECTOR �O��OF SOUIyOIo \ • �o Va TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [vf INSULATION [ ] FRAMING / STRAPPING [ ] FINA [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � '6w G,A�l vj W� L44/ 3 ✓ � T DATE / S INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST 6e-T ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �&AAa oma/ a 4� DATEi & INSPECTOR VA-AOMA q 50UTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. �o • ,o �ycouKtv,��' 765-1802 1 �7 - INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE r INSPECTOR v ' # TOWN OF SOUTHOLD BUILDING DEPT. °y^ourm N�'' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL AD [ ] FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE RKS: o AW014 aft,6 Y y 'air f;bK tfh/ 49 iL IQ/✓ lS c I/pd� Qdl L vhf n r q v tr DATE INSPECTOR e9vt, Sm Ca SO(/T,f, hod olo e N o Y ° • a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL Vb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ? • OX P Rot/ ft" - .reL . dy? kkkl�RO `f' v�rc 1. � l M hoc,. • of", DATEA INSPECTOR SOUT,jolo # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o u 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ . FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL IVD [ ] FIREPLACE & CHIMNEY'-- [ .] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]----FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] 'PRE C/O REMARKS: J l. W► Sol frriw� �vrtleu n.�- U&W� �>wV CAM VP, o or -� r AwiSkwlw I� vV�k L) 8" h % _ DATE INSPECTOR v �► I Retrotec rCloud Quality Assurance Report Resnet 380 Single Point Blower Door Test PASS Your Result: 2.32 ACH50 (886.53 CFM50 * 60/22950 ft3) Target < 5 ACH50 Test Information Test Name 57190 main road southold ny Test Date 2020-07-10 08:23 AM (UTC-4) Export id FEQPBEWL Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989Qgmail.com Building Information Address 57190 Main Rd City Southold State NY Zip/postal Code 11971 Country United States Year Constructed Not available Elevation 10 ft Address Verified? Yes Building Latitude,Longitude 41.067660,-72.416977 GPS validation Latitude/Longitude: 41.067179.-72.416536•Accuracy: 94 ft Estimated Distance From Address 161 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 75°F Pre-test Outdoor Temperature 75 T Wind Speed Unknown Average Barometric Pressure 101.325 kPa Test Dimensions Conditioned Floor Area 2550 ftz Volume 22950 ft3 1 ecJ Retrotec rCloud Test Results Summary Test Type R Single Po' t wer rLnor Test Time Averaging second Air Changes Per Hour 2.318 © �� Induced House Pressure a Corrected Flow 805.94 CFM Q 50 Pa Adjusted Flow 886.53 CFM Q 50 Pa Intercept 63.383 Slope 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline -0.27 Pa Depressurize Results Air changes at 50 Pa, n5o 2.1070 /hr Air leakage rate at 50 Pa, qeo 805.94 C F M Effective leakage area at 4 Pa, EfLA4 44 int Specific effective leakage area(floor)at 4 Pa, ELAR 0.0174 int/ft2 Normalized leakage area at 4 Pa, NLA4 0.0229 Baseline Pressure,Initial Pa -0.2 -0.3 -0.3 -0.2 -0.2 -0.2 -0.3 -0.3 -0.3 -0.4 Average baseline, initial AP 01 -0.27 AP 01- -0.27 AP 01. 0 Baseline Duration 13 seconds Building pressure (Pa) -49.59 Induced pressure (Pa) -49.32 Fan Pressure [5000- 134] (Pa) 157.7 Total flow qr(CFM) 798.92 Measured flow qm (CFM) 802.59 Total flow through envelope, geov(CFM) 802.59 Error 0.0% Correlation 1.0000 Confidence Limit 95% Intercept, Cenv 63.684 63.684 63.684 Intercept, CL 63.383 63.383 63.383 Slope, n 0.650 0.650 0.650 2 1 Apo 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 N/A 3.2.6. Interior doors. All doors between rooms inside the Conditioned Space Volume are Confirmed opened. 3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed 3.2.8. Combustion appliance flue gas vents are left in their as-found position. Confirmed 3.2.9. Fans Turned Off-Any fan or appliance capable of inducing airflow across the Confirmed building enclosure are turned off including, but not limited to, clothes dryers,attic fans, kitchen and bathroom exhaust fans, air handlers,ventilation fans used in a whole-house mechanical ventilation system (example a system intended to meet ASHRAE Standard 62.2),and crawlspace and attic ventilation fans. This requirement to turn fans off includes accessible fans in adjacent attached dwelling units. 3.2.10.1. Non-motorized dampers (example pressure-activated operable dampers and Confirmed fixed dampers),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volumes shall be left in their as-found positions. (example,a fixed damper in a duct supplying outdoor air for an intermittent ventilation system that utilizes the HVAC fan shall be left in its as-found position). 3.2.10.2. Motorized dampers that connect the conditioned space volume to the exterior Confirmed or to unconditioned spaces shall be placed in their closed positions and shall not be further sealed. 3.2.11.1. Non-dampered ventilation openings of intermittently operating local exhaust Confirmed ventilation systems (example bath fan and kitchen range fan),that connect the Conditioned Space Volume to the exterior 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 open position). 3.2.12. Whole-building fan louvers and shutters shall be closed. In addition,if there is a Confirmed seasonal cover present,it shall be installed. 3.2.13. The opening to the exterior of evaporative coolers shall be placed in its off Confirmed position. In addition,if there is a seasonal cover present,it shall be installed. 3.2.14. Operable window trickle-vents and through-the-wall vents shall be closed. Confirmed 3.2.15. Supply registers and return grilles are left in their as-found position and left Confirmed uncovered. 3.2.16. Plumbing drains with empty -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 1 • r e4; 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 efficientprogram.) 4 Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Flow equation parameters - 1131 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- 68 0.5400 113.2500 0.0000 0.7000 0.0000 1 40 flow= (FP- RPxK1 x K + K3XFF) XK4 Range A B C D F G K2 MF B4 0.0000079426 -0.00864000 4.9000 206.00 -0.19 29 0.8000 40 B2 0.0000008800 -0.00290000 2.1500 90.00 0.10 30 1.0000 50 131 0.0000005000 -0.00128000 1.0200 54.00 0.00 30 1.0000 60 B74 0.0000007960 -0.00095010 0.5900 18.00 0.15 25 0.8000 35 B47 0.0000002690 -0.00035905 0.2435 12.05 0.09 25 1.0000 50 B29 0.0000001110 -0.00014900 0.0920 4.40 -0.02 25 0.6000 50 flow= AxFP3 + BxFP2 + CxFP) + D + G -RP xF 5 ,f .tl Retrotec rCloud Quality A ance Report Resnet 380 Si le Poi t Blower Door Test PASS Your Resu : 0.75.ACH (70.95 CFM50 * 60 /5700 ft3) Target <= 50 Test Information Test Name 57.190 main rd southold pool house Test Date 2020-07-24 08:31 AM (UTC-4)' Export id K60SYOGL Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989@gmail.com Building Information Address 57190 Main Rd City Southold State NY Zip/postal Code 11971 Country United States Year Constructed Not available Elevation 10 ft Address Verified? Yes Building Latitude, Longitude 41.067660,-72.416977., GPS validation Latitude/Longitude: 41,067375,-72,416290m Accuracy; 29 ft Estimated Distance From Address 163 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 70 °F Pre-test Outdoor Temperature 72T Wind Speed 0 M P H Average Barometric Pressure 101.7 kPa Test Dimensions Conditioned Floor Area 475 ftz Volume 5700 ft3 1 . ;` Retrotec rCloud Test Results Summary Test Type Resnet 380 Single Point Blower Door Test Time Averaging secon f Air Changes Per Hour 0.747 0{� yj�l Z � Induced House Pressure a 16? 111 Corrected Flow 64.5 CFM @ 50 Pa Adjusted Flow 70.95 CFM @ 50 Pa Intercept 5.072 Slope 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline 0.32 Pa Depressurize Results Air changes at 50 Pa, n5o 0.6789 /hr Air leakage rate at 50 Pa, q5o 64.5 C F M Effective leakage area at 4 Pa, EfLA4 4 int Specific effective leakage area(floor)at 4 Pa, ELAR 0.0075 in2/ft2 Normalized leakage area at 4 Pa,NLA4 0.0075 Baseline Pressure,Initial (Pa) 0.1 0.1 0.2 0.2 0.2 0.4 0.5 0.5 0.5 0.5 Average baseline, initial AP of 0.32 AP 01- 0 AP 01+ 0.32 Baseline Duration 13 seconds Building pressure (Pa) -50.47 Induced pressure (Pa) -50.79 Fan Pressure [5000 - B74] (Pa) 101.48 Total flow qr(CFM) 65.1 Measured flow qm (CFM) 65.09 Total flow through envelope, genv(CFM) 65.34 Error 0.0% Correlation 1.0000 Confidence Limit 95% Intercept, Cenv 5.086 5.086 5.086 Intercept, CL 5.072 5.072 5.072 Slope, n 0.650 0.650 0.650 2 ecj 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 Unvented 3.2.4. Attic doors and hatches Closed 3.2.5. Basement doors Closed 3.2.6. Interior doors. All doors between rooms inside the Conditioned Space Volume are Confirmed —opened. 3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed 3.2.8. Combustion appliance flue gas vents are left in their as-found position. Confirmed 3.2.9. Fans Turned Off-Any fan or appliance capable of inducing airflow across the Confirmed building enclosure are turned off including, but not limited to, clothes dryers,attic fans, kitchen and bathroom exhaust fans,air handlers,ventilation fans used in a whole-house mechanical ventilation system (example a system intended to meet ASHRAE Standard 62.2),and crawlspace and attic ventilation fans. This requirement to turn fans off includes accessible fans in adjacent attached dwelling units. 3.2.10.1. Non-motorized dampers (example pressure-activated operable dampers and Confirmed fixed dampers),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volumes shall be left in their as-found positions. (example, a fixed damper in a duct supplying outdoor air for an intermittent ventilation system that utilizes the HVAC fan shall be left in its as-found position). 3.2.10.2. Motorized dampers that connect the conditioned space volume to the exterior Confirmed or to unconditioned spaces shall be placed in their closed positions and shall not be further sealed. 3.2.11.1. Non-dampered ventilation openings of intermittently op"erating 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 open position). 3.2.12. Whole-building fan louvers and shutters shall be closed. In addition,if there is a Confirmed seasonal cover present,it shall be installed. 3.2.13. The opening to the exterior of evaporative coolers shall be placed in its off Confirmed position. In addition,if there is a seasonal cover present, it shall be installed. 3.2.14. Operable window trick]e-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 0 ems' Retrotec rCioud 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 M F 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= AxFP3 + BxFP2 + CxFP) + D + G -RP xF 5 330 W 38 Street,Suite 309 w _ _,`\(\J o New York,NY 10018 1`—� Architecture, Engineering, Consulting, P.C. 2123806114,2129183439info@nodenyc.com info@nodenyc.com March 2, 2018 RE: Insulation certification at ® 1 57130 Main Road D Southold,NY MAR - 5 2018 TOWN OF SOUTHOLD To whom it may concern, Please note that I,Jakov Saric AIA CPHD,am the architect of the record for the above referenced property and that I have witnessed and observed installation of the wall and roof insulation as indicated in here attached appendix 1 drawings,photos and cut sheets. Should you have any questions,please do not hesitate to contact me. Sincerely, Jakov Saric AIA CPHD �,�RED ARC SPKOV SAh,�c 037199 F OF NES Page 1 of 15 ^ 330 W 38 Street,Suite 309 o Now York,NY 10018 Architecture, Engineering, Consulting, P.C. 2123806114,2129183439 info@nodenye.cotn Appendix 1-Closed cell cut sheet i. 4�l4���C'� 6�t�r�d��i��1'�' . RAV, =F }t�fUiSdRi7i�1F'iCPIY4:' I The installt+tiori Guid e anr:l th;e Site a and Side B Safety Data Sheets n'tuct be read P601'tO r1r0dMCt apu;;CmirJn. S8K.aGFSTli;J9 P"CESSING PA RimfiltEi US STOlR&GE AND$HELP WE DT'utn 5torage'rein er ature 50`-75`F i 10'-24'Q Jtvi Corbond iH SPr Slaw.=;sere Sade E should Drum 7errlpeiaturoDuring Application 65`-30T (1W-'r7"C) be turredbetvvean SO-7ScF.SideA has a 12 Side A 95T-120'F (35'C-49't-) month shelf life,an-d SOP-E};al,,6 r-einth shelf Piop rtionei Preheat Temperature Side 8 1 OST-12S`F (40'C--52`C} life`,vlren f%r p?rl, tor:-c1. Rose Temperature IX'-125'F (38'-52'Q SLI i(acelen)perattore(Ski mrn,er) 45°-120T (7'-4+ Q Sur face Temperature(Wintert 20' 70T (-7'-2VC) Visco5lty at 75`F A:250 cj)s B:650 cps DRUM TEMPERATURE 1'lateriaf:.`ill lacrfotro batt,,)when its tompat<aiure is bettnr=m n 65'-•80'i=Drurtr onay be falaced into a treated roani for two clays before use to icciiniate. trs'FIXING/l4AC1RC8il!!!VON lvlix ncd or recirculating C.tion l III ta'il1!.,,%,!to lcs5 of blc nving agent .Jttr3 Corbond IIS should h10T be!+,;t cel or tc-6icufated. HUMIDITY Cate siloukl b&,taker,if*.he relative but nt.ltty iw greater than^c0"->, hUmi"(rty will?ci,rr,.r e`:y ai:9ct s'yrt�?m potful ante and physical pvlpr-rtigs. PRESSURE GKTTIING$ The fintsheci f sit;prop:rties are ai cs;,.cf lay b,)Th,tewpc-rature and presr+ur ;G.ttis 14.'(Iit 90.'410-1 1100 p:i n-iinir uaivt at the,oun.%'herr the trigger is pulled is an in-port'nt pa.of Pr-q:'er n;ix.To arJueve, roil n•,ust tali into acxouni the pie,;stere drop from the noach,ine to.the gun, A rouloh dile of shuni4,!clepen6nn on sevetol D:,i'anietet St is that tile;)T(dZsu('at."Al drop apprG,�iiyk ste1'y 1 ps;pPl loot of 11J�,C,rhr"refp;�, sat the pressure at thi)relaCitine so that a)han the trig2ri is I)"died,the,saresSWe Almint:ai:ne;l is rite taiga"gun preasufe plus rhe pre;^tare.,drop across the hose ,Or exrr;pi ,a rr,:cJ',in=tr tit 264 far.;? of hose should h,.e a'J',narnl s{;ray")re;11we of 1360 psi. PASS THICKNESS 10 corla-rid iii n.ay ba app'ted in a c,ingle pass frorn 2 n'tinimum of 0.5'to a niz.)•.irnurn of 3 5' Multiple imrrtcdiate parse:',s.ith no v.'ait tall✓,may also be app)ed as follo:va: n-value B-28 n-35 Nurrl.rsr ilf Imintidiato P'acscs 2 Thickn?sv per Pass lilt) 2.0 t 113 1.7 i 0.1.7 1,06)mum Total ibid.rx.s bel A0 50 :7r.i•� 'cram ?st:?xC -nt%:;�:a rtt=tit„'rtyn= SHUT DOWN For breakz in.application longer than 60 n.inute I.Par I,the propoiticnt'r according tr.,them,rufactuter's instfuctio%; ?.Cioo4 the flu 1 strut off'✓aNss on the yun zinc)crease the spra--j gun according to t!7e ananufactwer`s instructions vvhon aprslicpbIR. P>1lHT At DRUM POUR-UP fin:idual matorial,.•hould be properly h nd?e;J and ts'art f.=ire:J to a nese drum imr lec'iaief;for use;vithin 3 Flava'Collecting rnultipfE Partially full cirurr:s for eorntaininci I.igor is riot a recarn?n.?ilcletl prar..iic=_•nrld ina'y result in poor ctualit`;foam. Visit cta v vgL'Site at VXAVJM ccn or call 8114%3103 1 Building insulation DiVISf et't P.O.Box 5100 ( De mai,CO 80217.5108 ,.r�i3u: . : LYt'rri+:' t;'r i?S:n':i,hr:;; �!i•:ac:::4iat:?n�;;rx'r's;i rr;+n;t3^'-,r--;t:v�'ar-.,•,ik?a .25^.I'CtrPi38';'•.EL�+:�:�;xen,',c¢dnd a:� ^.i,iri: all�iJ''t.>Ct. i'Ci; �,7°, freak:: ^'J•"le,'V..�[�}r7•_'•oyh,.' :il''r 2'G ''•�".^:iti ti•�6ji r7t";."-iti't'p?u�?{j rJ l�!�r(:is"�"°CJ�:P$nn`:Q.ilk, ti,a;Eft•aPY ffii"g:ryrg'...33"r;if39;`a'�Cv[fa6 CJFiPiC."'f �'+F.'�'i„ih inp te,'1�4'Cli;,B'?3`CttiCd f.?id'd�'vC?:`er rLtidl f'd crnt2<n,:', All Johns Manville products are said subject to Johns Manville s standard Torms and Conditions,which iriclodes a Limited V%irranty and johraftmMe Limitation of Remedy.Fora copy of the Johns Manville standard Toms and Conditions or for information an o8ref Jahns Manville insula- tions and systems,visit rvnv2{rn,eamlterms-candrtioas ar call t34Rt FSR-3"03. }^-il^ iii`ir i?.I.j;n;t:�„'`::lit: �ti:�F;r9,�inp.r.•�cl. Page 2 of 15 ^ 330 W 38 Street,Suite 309 o �= New York,NY 10018 `—� Architecture, Engineering, Consulting, P.C. 2123806114,2129183439 info2nodenyc.com JM Gorho. 111* a r � CWSED-CC-Lt ISPRAY'P,C► 1"�LtRVTVANE FOAM IAPMO ES#0146 I 3 JfJl on -4{occ,c!We!!spray polyvrethalle foal)-,6PF)i,a pl(.1MiUTT1,tVio c,x-nponent,me:rJiurr d'arsity,Cia,s i rated,rncutation system dpok:ned for crrrrurtercial,resu':ert W and,ntlua:triai appltco6ort,..its hir_,h ykdd,superior thermal and nnoisture.perfort-0:3rce.incl 4�:,cel,tional epra;'abllity anrd aditesiuir n,Ae it an ldoal cltoic._for hg J•,-p.rfwmung�n rCty eft, i ttt builclinus. M. ' lRMPAIAEUDED USES •1'"'r'a11s(axterior and irtterlor} •Unvemed Atvc FM:r';r w + Floor, •b'er:ted Attics RERTf3fils ANICE ADVANTAGES /IIISTrALL R A4itf61NT,RGES + Improves Energy Effisiar.(,, •SUP,anor Sayability APP VAL$1 COQ;POMC + Provicl.;s an Ef`cct%ve Air Barfier •High Yield' +2 15,7.012.?[G?ktt'vn,;.tnnat i.tldtn;t Calc. • lncrsa,e.Rackir St,=_•ngth +1+ttida Rracassinr l'linclo::, B0 r1pc"3 i- tconsirucluon 9 • 701n,2012.X09Irt?atn:sth nai f ,iri,.ntiarl • Exceptional Adheeian +[,ow Application Odor Cats tip" • hlltatm«ea 5oundTran;;nitssior, +&c.elient Adhesion •2015.3012:200) Et:r:;trt PHV31CAL l ROPUMES+ i=nns:rvatrut t rr:t,fitt;C; T lcPf,10 '`-:�TP:1 t�7021)St;,trd;rrcl"f.�<:.tticatrnr.For ;r,or.;t^.::yjf`' spra� )(,I:odQiclirlC,,Ilula..Ftdyur., v,ta xJ': ty(, •lr'•f::::ll i)� �.-';,ri tj MTM,f,-,! A V,)h:,e t s ll! dt,' i4 •!: a<, N:J, rn n; u !:}i;y-J:.. .r. ,;;E t -rfak:wcm ttt 7-a'sl�::�7,5' i:•t`f.�t.n,:i;,i ,:r,rio:u,^,•,er9a::ta:t>:utict:,.'.l ;;v:<�,rvidtet,:;, 7,.K, rrrc�^,:tic}m1ei,;,titi:ic n t,M'r,dt Ot Gc:9 tdu_t ,.,_c^.'a4">,!r?St.»�' •t i P,ti't,9� ; ,,, ��.,r[?;i�r;a•r r:,<:;.cti':intirut ui:..mc'rtc:3 F:'a'�;;;l;s,;l C"33; NItwnnl 1C:C.C.S 5;: 77 .c pt:*.arei C,riterm for ;_. r+U•r a aFs.'ty{t d i o"J t Ft.~,;;t',;lr.,,1 )txA1 •.Lr,•e#!1;7:•Cral;, l,gT;x„t:.,, !1. + G(�i:fi u`.f;ai,landCRW4GU-'4`[DGOLD S'ra?et`.'27Cr Pe,r;,z:t, aa'! :?ii 0[t ».•tn 'r” _ ;,fian•'ss p t: a. ;er, 1�L'7C E:s�tuu':•s•t,rv't'r>r;#ren C'<ttn ��r in.',l;sd^n IaSTiP':w81 °JM..sarensl itt has rale Cl),{.• nc,n 1a i'Ed^.,ate°:,:75? 1'7 75 ^ii.f U 7': r;ku55 N tsttq•, ".arntt'ttl f�runLa:ffS�; f]i 0,mr:t:ivr±.l S:,C,;.i;i''?i°r;, P7 7t /ic,Ti C2?t,6729n C."s:.'�� �.t. RE®CCUPAN[CX •:lep Gc'rdt e{ ;^ 1!".b 9p:e :,;d:, ',rr: ;ac`.t •t!?:7:u{;,r!t::ni,: .rr.,?e riiF 1:u,4_iinr;n:?N, Y:yr::�:,; kS:?•.i r:�3•"s tin C.fmth F�R;av car•;a in,:,- the c;,rrf.i oA off;.nd rettom. (_Sr`1 °+'gomte:!hcan;?•:e rr ttfty.!s;:.x=bat 1,s f,oura iSVc i-g3•,C: ;,ftb#s? ?ir.3tHNt r ° li:>+ar;{gar.:at,c�tt:':ta.t',t±r,salrllti?ro(ti•oi;' F,t<: i n?e%J; ei:3uratrr;F t:!r tri:t:ttn i l::i 24 ttv ns Wig-9q gC'y �pgyn p�l�Aw q�®�o+��p�c �t�oa Liu��J�F�� Y(s4"a post application 4'�s+OlZeNt&UtLItli CHARsiY+e6 STICS— • {^fitf:t}t it Cs�'l fG,nJr;SPIF lra:t t!•.'Jil:21 t. t.l,r�ttr; Yl)=aktt' T-551'A2;f1cd wfuc • fa..�=s,V.;citta lot ixt;€:8^ura:cul±'.�:tt;;)i;font,, FI,:IaSLr.:i:ltCe�Y d,:'PtiC3A r•larovS 'E�i,..aur. PACKAGING 7rr,%c',le.,F;r r.;ie $u,n4:.:ja,'•,ciC a:=, .;? 'SG C aRon Dmm H,01R,i6.;r•;r:aU A 2160 Gsllo iTole i5,'W4 lb:- %J;1,:71{:;P3i'3 vii7r,' ''ti;'i.cL'� 'rti5f.•rStr�l)'t'3:5:. - _ N,FiG2"eti` dsse"3t,',"P2....., UES - ,,_i nt`.• J' e.f`t,l Y, r I '" Ytss:ir....q t l t;,>S€Cr&'. 3",�u �`at:J�t�,.�. q(?7?,",,ard•t1 ".Ca! t PUSKFALTH AND 3AFETV A/a+ For information on Hrvalth and Saf;ty,refer to,johns Manville Safety Dista Sheet,, and tha Spray Polyurethane Fc-,m Altiar;r_Health and$a;fet'y guidance documents at �.trov,/ds€a�y alvure�i.ane.cra. Visitour un=t it at c+rarw.dA9.cota or ca11800 6543103 Guildirq insulation Division P.fJ.tfas STM( Denver,C0 30217';lOfi Page 3 of 15 )�~ 330 W 38 Street,Suite 309 ( o D- New York,NY 10018 v Architecture, Engineering, Consulting, P.C. 2123 info@nodenyc.com info(nnodenyc.corn Appendix 1-Open cell cut sheet JohnsManville JM ocSPF Open-cell Spray Polyurethane Foam 00000 PRODUCT DESCRIPTION JM Open-cell Spray Polyurethane Foam(ocSPF)insulation is a two-component,low-density,nonstructural ' insulation system designed for commercial,residential and industrial applications.The love-density nature of JM ocSPF insulation allows for tremendous yield while still affording critical air sealing of the home, office space or classroom—resulting in better air quality and increased comfort for building occupants.The ; JM ocSPF insulation system comprises an"A"component or aromatic diisocyanate and a blended"B" component,which includes polyols,fire-retardant materials,catalysts and a water-blown agent. RECOMMENDED USES •Walls •Unvented attics •Ceilings t; i •Floors •Vented attics , t% ENVIRONMENTAL CONSIDERATIONS AND SUBSTRATE TEMPERATURES PERFORMANCE ADVANTAGES Applicators must recognize and anticipate weather conditions prior to application to ensure highest- gaaiity foam and to maximize yield.Ambient air,substrate temperatures and moisture are all critical Mold and mildew resistant factors.Extremes in ambient air and substrate temperature will influence the chemical reaction of the Provides an effective air barrier two components,directly affecting the yield,adhesion and Ute resultant physical properties of the foam insulation.To obtain optimum results,JM ocSPF insulation should be spray-applied to substrates when Minimizes sound transmission ambient air and surface temperatures fall within a range of 40°F to 1201F.All substrates to be sprayed Provides R-3.8 at 1 inch must be free of dirt,soil,grease,oil and moisture prior to the application of JM ocSPF insulation.Moisture in any form--excessive humidity(>B5416 R.H.1 rain,fog or ice—will chemically react with components and adversely affect system performance and corresponding physical properties.Precautions must be taken to prevent damage to adjacent areas from overspray. PROCESSING PARAMETERS Store at 557 to 85'F in a dry and well-ventilated area.Material in containers should be maintained at 807 to 901 while in use.Heated trailers or conditioned tank storage may be necessary.Material temperature should be confirmed with a thermometer or an infrared gun if calibrated for drum material. JM ocSPF insulation should be mixed once a day with a high-speed mixer for 15 to 30 minutes prior to application.JM recommends the use of a through-bung mixer equipped.with three sets of mixing blades: 2 six-inch and 1 eight-inch.To property drive the mixer,20 cfm of air is preferred.Using less air volume may require extended mixing times.A thorough high-speed mix is an essential step in high-quality foam production. Do not recirculate or mix other suppliers'"A"or"B"components into JM ocSPF insulation containers.2:1 transfer pumps are recommended for material transfer front container to the proportioner. The plural component proportioner must be capable of supplying each component within x2%of the desired 1:1 mixing ratio by volume.Heaters should be set to deliver 115`F to 140°F materials to the spray gun.Proportioner dynamic pressures should be 1000-1500 psi range.These settings will ensure Thorough mixing in the spray gun mix chamber in typical applications,Optimum hose pressure and temperature may vary as a function of the type of equipment,ambient and substrate conditions,and the specific application. It is the responsibility of the applicator to properly interpret equipment technical literature,particularly information that relates acceptable combinations of gun chamber size,proportioner output and material pressures.The relationship between proper chamber size and the capacity of the proportioner's pre-heater is critical. CAUTION:Extreme care must be taken when removing and reinstalling drum transfer pumps so as NOT to reverse the"A"and"B"components. Page 4 of 15 330 W 38 Street,Suite 309 \i a" ) J^ New York,NY 10078 Architecture, Engineering, Consulting, P.C. 2123806114,2129183439 info@nodenyc.com JET ocSPF Open-cell Spray Polyurethane Foam Visit our website at specJM.com TYPICAL PHYSICAL PROPERTIES* Properties Tesi Method Values Fungi Resistance ASTM G21 Zero Rating R-value(aged) ASTM C518 3.8 at 1 inch 13 at 3.5 inches 19 at 5.5 inches Air Leakage Rate ASTM E283 <0.02 IL/s)/m2 Compressive Strength ASTM D1621 <5 psi Apparent Density ASTM D1622 0.5 pef(Normal) Open-cell Content ASTM 02856 >90% Tensile Strength ASTM D1623 <5 psi Permeability ASTM E96 21 perm-in Dimensional Stability ASTM D2126 <15%Change in Volume Surface Burning Characteristics ASTM E84 Flame-Sppread Index<25 Smoke•Developed Index<450 (at 4 inches) "These items arepr dedasgeneral intoanarion only.Theymeapproximate values aratare not partof dmproduct specifications. PROCESSING PARAMETEWAND PHYSICAL CHARACTERISTICS Pte-heater Temperature Wand"B"115=140°F Hose Temperature "A"and"B'115-140°F Pressures 1000-1500 psi(dynamic)` Mix Ratio Parts 1 to 1 by volume"A"to'B" Viscosity at 75°F 225 cps"B' Shelf Life 6 months @)65-85°F 'Dependent upon hose length. Technical specifications as shown in this literature are intended to be used as general guidelines only.The physical and chemical properties of JM ocSPF insulation fisted herein represent typical,average values obtained in accordance with accepted test methods and are subject to normal manufacturing variationsrThe properties are based on using appropriate sprayfoam application equipment settings for mixing,temperature and pressure.They are supplied as a technical service and are subject to change without notice.Any references to numerical flame-spread or smoke-developed ratings_arernot intended to reflect hazards presented by these or any other materials under actual fire conditions.Check with the sales office nearest, youfor current information.All Johns Manville products are sold subjectto Johns Manville's Limited Warranty and limitation of Remedy.For a,copy of the Johns Manville Un ited:Warramy and Limitation of Remedy or for information on other Johns Manville thermal and acoustical insulation and systems,call the 890 number orwrite to the address,listed on the last page. Page 5 of 15 r, lam~ 330 W 38 Street,Suite 309 \l o �= New York,NY 10018 Architecture, Engineering, Consulting, P.C. 2123806114,2129183439info@denyc info(o,nodenyc.corn Thermal Barrier The Model Building Codes require that SPF insulation be separated from the interior of a building by an approved fifteen 15-minute thermal barrier,such as 112'gypsum wall board or equivalent,installed per manufacturer's instructions and corresponding code requirements.The Model Building Codes allow for omission of the prescribed thermal barrier in certain instances by way of diversified testing,such as attics and crawlspaces with limited access, and successful testing in accordance with room corner.protocols.Local building codes may vary and must be consulted for applicability of thermal barrier exceptions. Vapor Retarder JM ocSPF insulation is intended for indoor applications and is nota vapor, retarder.It is vapor permeable and will allow diffusion of moisture through the insulation.For some applications of JM ocSPF insulation,installation of a vapor retarder may be recommended.Refer to local codes and manufacturer's written specifications to ensure compliance. Application Thickness Applicators should limit JM ocSPF insulation thickness to six inches per pass for optimal processing and physical properties. Safety and Handling Applicators should ensure the safety of the job site and construction personnel by posting appropriate signs warning that all"hot work"such as welding, soldering and cutting with torches should not take place until a thermal barrier or approved equivalent is installed over any exposed polyurethane foam. Appropriate literature has been assembled that provides information concerning the health and safety precautions that must be observed when handling JM ocSPF insulation.Before working with this product,you must read and become familiar with the available information on its risks,proper use and handling,as well as required personal protective equipment.This cannot be overemphasized. Information is available in several forms,e.g.,material safety data sheets and product labels.More resources are available at poiyurethane.org,sprayfoam. org,specJM.com or by contacting your Johns Manville representative. Note-The information contained in this bulletin is current as of April 2012.Please contact Johns Manville to determine whether this publication has been revised. JoPmsM1Sarrvrrfe Distributed by. 71717th St. Denver,CO 80202 (800)654-3103 specJM.com 910-0116 04112(Replaces Will @2012 hhns Wriviaa Page 6 of 15 l^ 330 W 38 Street,Suite 309 New\t o �= 806114,2 NY 10018 Architecture, Engineering, Consulting, P.C. 2123infog, denyc3439 info(a�ttodettyc.com Appendix 1-Drawing 1 -a`Daq`o O••D• a ai•a:am } •a D•O L'R21 CLQ:CBlF!2t OgOp D VTR N qhCC4 -MAY',!M I1.A1H _ aD0•D rep• aoogo U, pDgmp ••DD• D•01 Oap O OD•BD �:5`.';.'a •OD• qm p ODD me•° POq Oo oao** O D•OD t�A `R 006. 0LMLO 2LL W1141 Pu}M •OD•• �. 1'a tm IN tRt19A@ CA.11. °DDO1 tk'1'C vntT tatMATSh-I1:D D°OD�OD r�I IVQ' RW D]VD •BO• !l6'I;psILLGHT lMWCL aRogo ° p `ti'„ tYD1aM_Dist D•a s<, u1 an —OmaC to PU;C :!V SIP m,nft G 12 AHD'"I"m 5HC10 mu tV -tll@.'1 r@DI RRWitR U'Iq RIDst ?Pch!=441-n—H&T W m •V-Wr "MIT2ILONPd1t MI.CODG arta f —Vx CWILA a %Y R tie ICC • OX N1t"m MIMI, • �.�••••—Y 3.R71R MHI;G,A:IC!LVJ1 rt.lTC • 0 }%L t!G!l°R a ItD t?SKit CuG•JIILL YRA tt • 1DXN:CIR4 LCG:ICL`N1111G ..�.—IRI LC@ilot a r%s D11RCI115 11%C6TCD CAI RHH 416'a[. O° lHCIIC1To to 1UMIL uArmn • •2RRCAL 3a6.•C55Im tCA2@ • CAttGtS 51V u.C.ALI01LO%im Gt= • I.K.%V M"Im CRI}RR DTStta DY • CCUN2 Pd]IC"b"VVIP.,.Y Dir u.G m MGID LVta.AtLfi:• CtLL sfl1.5Y P[A'1 �1 IYSLLASICNICN .-..�1 U:R LL uATT INMUtION 3 Y_1 R!}7F t Vlh:'_�ETAfL Page 7 of 15 nfo N"�D— 330 W 38 Street,Suite 309 0 New York,NY 10018 Architecture, Engineering, Consulting, P.C. 2123806114ia,2129183439 nfo�,nodenyc.com Appendix 1-Drawing 2 BVI TRIMQ 8'G e` DO 3 IJ2'R 13 BATT 1NSLLATION Z'R 14 CLOSED CELL SPRAY O FOAM IM LLATION pH T . ;S�FB_ 'IP SYSTEM' a RIGID INSULATION: p STYROFOAM 3 X24'X96' zj O O 2x3 PRESSURE TREATED BATTENS 0 6 16'O.C.ALLIGNED WITH STUDS O WOOD SIDING,SHIP,LAP P e 114%10 X 8'MASTER GPAPPER OT2000 BY LELAND INDUSTRIES VERTICALLY 016'O.C. 36.00 0 a a O O O O a a a a O a a ;T EL SL• 0 a a a O a '• 6 O ' n FLOOR!WALL DETAIL 1 11T=1'-0" Page 8 of 15 l^ 330 W 38 Street,Suite 309 \( c ) infoNew York,NY 10018 v�-�(— Architecture, Engineering, Consulting, P.C. 21238061142129183439 nfo07nodenyc.com Appendix 1-drawing 3 4 4 O O 5 0 O 3 112' 13 BATT I SLLATIO [? _2"R I4 CLOSED CELL SPRAY FOAM INSULATION O 11'0 D�fEATH "• 5f8'• IP YSTE •W O _ O ERP NG M AYE: 0 BITUTHENEQD 4000 FLEXIBLEATYF.) O TERMINATE 24'ABOVE GRADE O I RIGID INSULATION: STYROFOAM 3'X24•X96' 0 I 293 PRESSURE TREATED BATTENS B O I 16'O.C.ALLIGNED WITH STUD$ O 114XIO X e MASTER GRIPPER DT2000 BY LELAND INDUSTRIES VERTICALLY 0I6'O.C. ,.,.•,..�` ,..,r„,,..e CEMENT BACKER BOARD- .• •, ;!: ; ,<•••� "�� 172•DUROCKO BRAND SCREWED TO Z- ,��•• .� GIRTS WITH I-614'DUROCK STEEL SCREWS �. •a. = 1114•LEOGESTONE TDD DELTA"U-.SCREEN Q5 GqA:)E HHH111 11H t..li • �. N 71177-1 518,'ANCHOR DOLT 43 32'O.C. •:`a' :?__-:;;L..._ ;__..j II i..�.1 1 17--1 (TYP AR ROUND PERIMETER) GEOCOMPOSITE DRAINAGE SHEET SYSTEM: DELTA DRAIN i XS VERTICAL REINFORCEMENT 032'O.C. 1-4 -.-1 4 t:;.;.I E-- I�- S'CASTIN FLACE CONCRETE FOUNDATION `..•' .,.. _ ::..-. ._ _ '•_ ALL k. ,j ►',# -��' z I ;, I-- GID INSULATION(XFS):3'x24'46• �FOUNDATIO1P(1 WALL DETAIL 1�! 12 =.I^-0^ Page 9 of 15 330 W 38 Street,Suite 309 ° New York,NY 10018 -- Architecture, Engineering, Consulting, P.C. 2123806114,2129183439info@nodenyc.com Appendix 1-pictures .t. }Ma r .'' 'i waan ttJ�• rj Page 10 of 15 W 38 Street.Suite 330 ew York,NY 10018 "�. Architecture, Engineering, Consulting, P.C. 3439 info@nodenyc.com 74 1 1-7 VqIqPage 11 F i of 330 W 38 Street,Suite f. Now York,NY 10018 Architecture, Engineering, Consulting, P.C. 2123806114,2129183439 .irk► �''� � 417W k -+.tom^.... k: i r yM' ' r f f Page of 15 ��(� 330 W 38 Street,Suite 309 ° /) /► New York,NY 10018 �`-�— Architecture Engineering, Consulting, P.C. 2123806114,2129183439 9 9= 8= info@nodenyc com s � � M 1 h .� JI •r' rA R a ''' j , i Page 13 of 15 330 W 38 Street,Suite 309 — New York,NY 10018 Architecture, Engineering, Consulting, P.C. 2123806114,2129183439 info@nodenyc.com a r fa ' �1 . r r i ! r f' I a It I .tt 1.. Page 14 of 15 330 W 38 Street,Suite 309 New York,NY 10018 N`E�a Architecture, Engineering, Consulting, P.C. 2123806114,2129183439 info@nodenyc.com ro f' qy g It ,f LQ i #na 1 Page 15 of 15 77 Lf 330 West 38th Street,Suite 806 O Architecture New York, NY 10018 Engineering P:+1(212)380-6114 0 D EConsulting P.C. Email:info@nodenyc.coni A., r15) En E August 5th,2022 AUG A Re:57130 Route 25 Southold NY 11971 To Whom It May Concern, I hereby certify that all material and work conform to approved plans and permit conditions,and/or standards issued pursuant to the Suffolk County Sanitary Code,except as described in my attached addendum: 1. Yard drain for driveway located as per as built conditions 2. Drywells and yard drains in rear yard are located closer to the building, dimensions provided for exact locations. 3. Building and pool house footprint updated as per as built conditions. Should you have any questions,please feel free to contact us. Sincerely, Jakov Saric,R.A. Node Architecture,Engineering,Consulting PC. ED AR oov S-IR/O (P 03 1 N E��o Page 1 of 1 awl M- 1 'Poo � �e 4 If �I b i� a�IrY R`i viJiaYi` �% IT fft In I OA ul row, � • �.� �� WOO WA e i l - y� • ` � �L� � r • ala w �� lfel! �. i/.� �1LII�lOn .:lii'"/�� _ 1 ,. V to TO"OF°SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL "1v Board of Health SOUTIEIOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502j A urvey SoutholdTown.NorthFork.net PERMIT NO. 2 \�_ heck V Septic Form /I.Y.S.D.E.C. ,yYustees V C.O.Application D Flood Permit Examined 920 (� D ',VSingle&Separate "V Storm-Water Assessment Form JUN 14 Contact: Approved ,20 1Vlaio: Ic�v Spt2 i Disapproved a/c mEpT• TOWN Phone: G'I Z 402- Expiration DZExpiration ,20 in y Insp for APPLICATION FOR BUILDING PERMIT Date JUNE 13 S20 17 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. NODE ARCHITECTURE, ENGINEERING, AND CONSULTING, P.C. (Signature of applicant or name,if a corporation) 330N. 38TH STREET ST. 309 NEW YORK, NY 10018 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician,plumber or builder ARCHITECT Name of owner of premises AB I D I N KAN D I C (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: MAIN ROAD SOUTHOLD House Number Street Hamlet County Tax Map No. 1000 Section 0 6 3 0 0 Block 0 4 0 0 Lot ( 5 / s Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy RESIDENTIAL 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $350, 000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1/2 If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations.or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 2 5 ' 1" Rear 2 51 1" Depth 531 2" Height 30 ' 0" Number of Stories 2 9. .Size of lot: Front 14013 1/211 Rem. 14 5 ' 6 7/8" Depth 16417 5/8" 10. Date of Purchase-0 2/2 2/2 017 Name of Former Owner SAUNDRA J.PERRY 11. Zone or use district in which premises are situated R-4 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES X NO Will excess fill be removed from premises?YES X NO 14.Names of Owner of premises AB I D I N KAN D I C Address Phone No. Name of Architect JAKOV SARI C Address 3 3 0 W. 3 8TH ST N''hone No 212-380-6114 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS. S: COUNTY OF5A JAKOV SARIC being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ARCHITECT (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed hge L. DWYER S o to before me this NOTARY PUBLIC,STATE OF NEW YORK `�', 6900 June- 20 N0.INSUFF01 LK �'" 'r=!day of� �Z QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,240 Jacw_ d i)Uk", L,4- Notary Publ' Signature If ppl'cant FORM NO. 3t6. TOWN OF SOUTHOLD RECEIVE® BUILDING DEPARTMENT SEP 0 5 2017 SOUTHOLD, N.Y. ZONING BOARD Or APPEALS NOTICE OF DISAPPROVAL s DATE: June 30, 2017 TO: Abidin Kandic ` Route 25 Southold,NY 11971 Please take notice that your application dated June 14, 2017 To construct a garage addition to an"under construction"single family dwelling at 5�dna Location of property:Main Road, Southold,NY County Tax Map No. 1000 =;§ection 63 BC7,433 Lots 5_3 C� Is returned herewith and disapproved on the follou ds: ,x The ro osed constructio on this non-conformin Luare foot lot with two front ygrds in the Residential R-40 District is not permitted pursuant Arti e XXIII Section 280-124 which states that on lots measuring between 20,000 and 39,999 square feet in size, the minimum front yard setback is 40 feet. Following the proposed construction the dwelling will have a front setbac f+/- 18 feet. C' j__.uthoSi nture Cc:File, ZBA Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. Southold Town Hall w BOARD MEMBERS �� S�U� Leslie Kanes Weisman,Chairperson �y�� ypl 53095 Main Road-P.O.Box 1179 h O Southold,NY 11971-0959 Patricia Acampora [ Office Location: Eric Dantes rn ,c Town Annex/First Floor,Capital One Bank Gerard P.Goehringer �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento l�'cou Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 RECEIVED -� X15 a4-A, FINDINGS,DELIBERATIONS AND DETERMINATION PEE _6 2�11� MEETING OF FEBRUARY 1,2018 0 d ZBA FILE 7116 '!Vuthold Town Clerk NAME OF APPLICANT: Abidin Kandic PROPERTY LOCATION: 57130 Main Road, Southold,New York 11791 SCTM#1000-63-4-5.3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25 of the Suffolk County Department of Planning issued its reply dated September 29, 2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTSMESCRIPTION: This parcel is a non-conforming 31,377 sq. ft. parcel located -in the Residential-40 (R-40) Zoning District improved with a two story "under construction" single family residence and accessory building. The two story single family dwelling and accessory building, once constructed, will measure 2,772 square feet. The property is accessed from Main Road via a 15 feet wide private right of way which has 257.43 feet frontage along the westerly property line. The distance of this parcel from NYS Route 25, Main Road is 177.82 feet using this same 15 feet right of way. The property measures 140.2 feet along the northerly property line, measures 164.47 feet along the easterly property line and 145.57 feet along the southerly property line. The property is bordered to the north by a commercial property with a parking lot and bordered to the south with a single family dwelling all as shown on a site plan prepared by Jakov Saric,R.A. dated September 5,2017. BASIS OF APPLICATION: Request for a Variance from Article XXIII Section 280-124 and the Building Inspector's June 30, 2017 Notice of Disapproval based on an application for building permit to construct a garage addition to an "under construction" single family dwelling, at; 1) less than the code required minimum front yard setback of 40 feet, located at: 57130 Main Road, Southold NY. SCTM#1000-63-4-5.3. RELIEF REQUESTED: The applicant requests a variance to construct a garage addition to an "under construction" single family dwelling on this non-conforming 31,377 square feet lot with two front yards in the Residential R-40 District. The subject addition is not permitted pursuant to Article XXIII, Section 280-124 which states that, on lots measuring between 20,000 and 39,000 square feet in total size, the minimum front yard setback is 40 feet. The addition will have a front yard setback of 18 feet, 2-3/4 inches (18.1975 feet) as noted on the site plan prepared by Architect, Jakov Saric on September 5, 2017. The front yard setback is directly adjacent to the Page 2,February 1,2018 #7116,Kandic SCTM No. 1000-63-4-5.3 neighboring commercial property on the northerly line making it appear more like a side yard. The proposed new construction will measure 25 feet by 24 feet, 11-3/4 inches (24.979 feet) or 624.475 sq. ft. with a height (from finished ground to top of ridge)of 18.4 feet. ADDITIONAL INFORMATION: No written or oral communication was received from neighbors. On June 30, 2017, the Building Department issued a building permit to the applicants for the construction of a new single family dwelling with an attached pool house structure. During the public hearing the Board members questioned about two accessory structures along the front property line of the 15 foot wide right of way depicted on the artist's rendering and the site plan. The structures were described as pergolas by the applicant's agent. These.structures were not cited on the notice of disapproval or the applicant's submitted application. The agent was then informed that he would need to apply for a building permit to construct these structures in a non-conforming front yard. After the hearing, the applicant opted to remove the pergolas from his plans and on January 25, 2018 submitted revised site plans, building plans and artist's rendering in which the subject accessory pergolas were eliminated. Additionally, the rendering and site plans depict an addition to the southern portion of the house not previously viewed, but is not a matter for this Board, since it doesn't create any non-conformity from code required area setbacks or lot coverage. The revision date of the set of plans is indicated as January 24,2018 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 18,2018 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 5267-b(3)(b M. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The parcel is situated behind commercial property with the proposed addition approximately 18 feet from the shared property line. The addition cannot be seen from Main Road/Route 25 and allowable lot coverage will not be exceeded. 2. Town Law 5267-b(3)(b)(2).The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Since the parcel has two front yards, other functional locations for an attached garage would also require a setback variance. The proposed location its proximity to the parking area of a commercial parcel, and is less conspicuous than placing it south of the home where a swimming pool will be constructed and southern exposure may be hindered. 3. Town Law 5267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 45.5% relief from the code. However, the proposed placement of the attached garage addition is behind the parking lot of commercial property where it has no adverse impact on other neighboring residential properties. 4. Town Law 5267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code 5. Town Law 5267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. • Page 3,February 1,2018 #7116,Kandic SCTM No. 1000-63-4-5.3 6.Town Law 4267-b. Grant of or the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a two car garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Planamento, and duly carried,to GRANT the variance as applied for, and shown on the site plan and building plans, pages 1 through 13, prepared by Jakov Saric,Registered Architect, and last revised January 24,2018,received January 25,2018. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one(1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Planamento,and Dantes(Member Acampora and Member Goehringer were absent) This Resolution was duly adopted(3-0) Leslie Kanes Weisman Chairperson Approved for filing a/ /2018 Poy BOARD MEMBERS ®� $®U Southold Town Hall Leslie Kanes Weisman,Chairperson 53095�e�'®�® 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��iy00UN11,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809 October 6, 2022 ; 1 OCT 1 .j 2022 ? :_ Phyllis and Abidin Kandic r� 57130 Main Road T©'v Southold,NY 11971 RE: Appeal #7116, Kandic 57130 Main Road, Southold SCTM No. 1000-1000-63-4-53 Dear Mr. & Mrs. Kandic; We received your email correspondence, dated September 27, 2022, requesting an extension of the above referenced Zoning Board of Appeals' determination dated February 1, 2018, which had expired on February 1, 2021. Your request was not done in a timely matter, and pursuant to Section 280-146(B) of the Southold Town Code and cited in the Determination, exceeded the time allotted to ask for a one-year extension. In your correspondence you have indicated that the work has not been completed, and you are now in the process of obtaining a Certificate of Occupancy for the construction of a garage addition located less than the code required minimum front yard setback. During our October 4, 2022 Regular Meeting, the Zoning Board of Appeals denied your request. Should you wish to continue with the proposed improvements,you will need to apply for variance relief with a new application and a public hearing. Please contact our office if you have any questions or concerns. n re , ie K. Weisman Chairperson cc: Building Department Town Hall Annex P Telephone(631)7654802 34375 Main Road N (631) ro76 �5Q2� P.O.Box 1179 ger richert(affoxj .Sou o nv us ! Southold,NY 11971-0959 l BUEDING DUARTNENT ; T(1DWN 03F 8®UTH(CDLD i APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: -2 � .. Date: Company Name: „ 1` ,00 W f . Name: - License No.: Address: C� (V_n Y\_ Z cl-o 30 766 k Phone No.: 7re,7 JOBSITE (NI*ORMATION: (Indicates required information) Name: Ag bi lv �A N z) (C_ *Address: 71 CS A I V1 *Cross Street: =Phone No-: Permit No.: �- Tax-Map District: 1000 S ction: Block:[- _ Lot:__ *BRIEF DESCRIPTION OF WORK(Please Print Clearly) E M � foo P�� t � RNase jEtQtpC1A SC_-r(r1(�C (Please Circle All That Apply) els)ob ready for inspection: F YE bough In Final *Do-you need a Temp Certfcate: YES NO Temp Information (If-91e ed)� � *Service Size: 7Phase 3Phase 100 150 200 300 350 400 Other � f *New Service: Re-connect Under round Number of Meters I Change of Service Overhead Additional Information: � PAYMENT DUE WITH APPLICATION 41 .82=Request for Inspection Form / I - S%IFFD(,�coG Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Roadc .� Fax(631)765-9502 P. O. Box 1179 ua -a- Southold, Southold, NY 11971-0959Pry� �� ��l � dao BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: g' -- 14 Lr? Owner-' �,F'oo I ti Y—bO-lop l� Location of Property: Please take notice that the (check applicable bine): New commercial or residential.structure *Addition to existing commercial or residential structure Rehabilitation•to..an existing commercial or residential structure to be.constructed`or performed at the subject property reference above willutilize (check applicable:line): Truss type construction (TT) h Pre-engineered wood construction (PW) Timber construction (TC). in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) . Signature: Name (person submi ing this form): Si'a-(Zic int >R Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 \ • all � ^• '���'-���� it Z. I.i£F,y� R���ie�`�= `T�Ts J"'.:Lt'i;'•CJj:'+"?'�'•'•.-. .�.`:S Si k" 5� � �:ty^ tJ.1b;�� �i�r-�.:•f•.0�+�,,�•-k �k''fi�r r'�r-t`•��.dS`k ��"+�"'ti.r.!'.= t{y:,•..•�. .;•r'��. J d.+ tt '`ri"� _t�y,�,,,5 tu7 c•;•�'..' "4r'f_-f„�t'f•'r t'�' �} �� �•4 c�a'."1_rr � JG tin V`'% t t" *tr-''• _t v2'1 Y!}t�+ ,at'zrt�-*.�j�� • + • y rt s may' •-¢'' L i � V r•!j� C J� �.,t4 k .�f•� �• 1 �T J' � ly 3ti.� _ t;l�� ?, _t i'J R;,::i `r�ylY..•t• t Jit`�.�5., �•Y ��. j7� aS• .�1� t _ yl� I ray G' SFS f� y � �+e.•.�.,. { 1 i t!r yin. J A M.AASt"•t r+ f_ S � �• � ! ,.3 1 ( , t t• I f t ! t1��R t Ltd �t 7.-.• { t •t 4• r Xt^ '�t� FY ,� q, Scott A. Russell �v 5T(O R IM[WAT)ER, "'SUPERVISOR IMIANA(G IE I]ENT z SC:U'IOLD TOWN HALL-P.O.Box 1179 Z C 53095 Main Road-SOUTHOLD,NEW YORK 11971 '�'y� p`- Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) JUNJ.6 2017... .. _ .... .............----- .... ...._. ........_....... ..... _.........-- - _.. .. _. ..._. .... .. . .. ._ ..._ __ DOES TIHS PROJE,CT 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. El El B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑© C. Site preparation on slopes which exceed 10 feet vertical rise to i 100 feet of horizontal distance. ❑© R Site preparation within 100 feet of wetlands, beach,bluff or coastal f erosion hazard area. { j ❑[l E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. it ©❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check list Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional.Agent,Contractor,Other) S.C.T.M. �: ]000 5� Date: opt"`t06/13/17 06300 0400 0� JAKOV SARIC VJVV—J NAME_ - -- uv,.,,, Section $IocY. Lot #212-380-6114 EN1 FOR BUILDING DEPA TNIT USE: (�)NLY Contact Information __.._..._- _ _. '1 r1.Wox\yn.A'. Reviewed By: — yy Dale: -Io_45 8 17 rt — Pro e -_Address / Location of Construction Work. — - -- - - - - MAIN ROAD -It' �)�--- Approved for processing Building Permil. `'tib_.-_ Storrnwa(er Managemem Control Plan Not Required. SOUTHOLD, NY 11971 V •- -- -- -- -- --- -- - _ _. _. _ S10rrnwaier Management Control Play is Required worwaid w Engineering Depzwmeni ;or Revie.v? FORM - SMC.-P - TOS NIA 2011 o�Y«,D,.;; S.C.T.M, �: CHAPTER 236 ' a r atesiicn i,Agent,Conrr�cror,OtScrl 1000 �„ 0 1111 "f JAKOV SARIC (ARCHITECT)06300 0400 005001bra Stormwater Manan^ ement Control Plan CHECK LIST I " - Section Block Lot H r ti S M C P -Plan Requirements Provide ONE copy of the Building Permit Application. w 212-3 8 0-6114 Dat'66/13/17 yyo �k The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! I S 'e PIsn draw; io scare Not Less that 60' to tite inch MUST If You answered No or NA to an Item, Please Provide Justification Here! YES, NO NA y of ti,e icliowing (reins: If you need additional room for explanations, Please Provide additional Paper. t 3 Location U Jest iptton of Property Boundaries X otal Sl e Acrt-zge r X I, NT CONTROLS Ni -aCUI'ai & .'vian Made Features within 500 L.F. not a limitedto: e the Site Boundary as required by §236-n(c A X I acne Construction Entrance -- ':-est Hole Dara Indicating Soil Characteristics 8 Depth to Ground Water. X i e t t Fencing,St e mits of Clearing & Area of Proposed Land Disturbance, SEZZIng ot exposed and or' PI'oposed Contours of the Site (Minimum z Intervals) X ' Le�dttcn of a!! existing & proposed structures, roads, DRAINAGE 1113PIECTIONS*RE REQUORED Lonna TOS E, ginee,h ig at 5165-i560 before dl iveways, sidewalks, drainage improvements &utilities. X I ,`pot Graces i1 Finish Floor Elevations for all existing & 1135-Will,. ;c•_sed stl'uctures. X that e drainage -:::atiot of preiDosec Swimming Pool and discharge ring. X 0 POOL Loci iron of E:ro^,osed Soil Stockpile Area(s), X I :< vocaIicr,or ropased Construction Entrance/Staging Area W. X I Loca;ior; o; proposed concrete washout areas). 0 NEED FOR THIS WORK '--21 ion of ail prop^sed erosion,&sediment control measures. 1 X S,orn :eater Management Control Plan must include Calculations showing trai rt e s:or^,wafer improvements are sized to capture,store,and infiltrate i oo-s:ie t•.ie run-off from all irnpervlous surfaces generated by a two(21 Inch X 11 —111 JUN 2 9 017 ra;nral! /srorm event. j.` L`e a l Z Se'Ctio^al Drawings for Stormwater practices are required for approval. INCIEDING DE • items requi;'n,� details shall include but not be limited to: o Erosion & Sedin'tent Controls. I HAY BALES TO BE PLACED AT SITE PERIMETER !: Consti uctioi, Entrance & Site Access. X inlet Dl'aindge Sh•uctures (e.g.catch basins, trench drains,etc.) X i LcdC+ill?i; `t;-L'cluj'es (c.R. infiltration basins.swales,etc.) X l "(" USE ONLY �t�x .�..w..... - ._.._.... :.__..- .._.-..-_.�_ ...-_............._.....--... .... - :- - - ® - I Ad d itions] Informstion is Required. Stormwater Management Control Plan is Not Complete. — — — — — — — — — — — — — — — — — — — — — — — - Stormwater Management Control Plan is Complete. Date ( /�`197 1 SMCP has been approved by the Engineering Department. I OR MV.' Check !.ist - Tn.,, N A Y 2n i d 1 COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD, MPH Commissioner Jakov Saric December 27, 2021 330 WEST 38TH STREET #806 Notice #: 2 NEW YORK, NY 10018 RESIDENCE @ SANDY GROUND, LLC LOT 2 Tax Map: 1000063000400005003 Record ID: R10170001-ZEC Notice of Incomplete Final Jakov Saric, This office has reviewed your submission for final approval of the installed sewage disposal and water supply systems for the above referenced project. The following will be required prior to final approval of the application. *Permit renewed until 6/1/24 1. Resubmit the tap letter, the address on the tap letter does not match the address on the permit. 2. Submit a WWM-073 engineer certificate from the engineer to go along with the engineers letter in leu of the WWM-078 installers certificate. 3. The house foot print does not match the approved plan, submit a updated floor plan for the main house and the pool house. 4. The area of the sanitary system does not match our measurements from the field inspection. Revise and resubmit four final as-builts or expose the covers of the system and call 631-852-5754 to schedule a reinspection to remeasure to the system. On the as-builts the sewer line from the pool house does not match the notes from the field inspection. Expose the pool house sewer line at the time of reinspection or revise the sewer line on the as-builts S. Resubmit four final as-builts, include measurements from two house corners to the septic tank OUTLET cover and the leaching pool cover. On the revised as-builts be sure to remove all proposed wording. 6. The final as-builts show the main house water line coining within 5' of the sanitary system, expose both the water line and the edge of the septic tank and call 631-852- 5754 to schedule a reinspection. Please note that alterations of surveys/plans must be made by a licensed design professional or surveyor and be properly certified. Photocopies of documents and penciled in corrections are not acceptable. Please do not hesitate to call (631) 852-5700 with any questions. DIVISION OF ENVIRONMENTAL QUALITY-OFFICE OF WASTEWATER MANAGEMENT 360 Yaphank Avenue,Suite 2C,Yaphank,NY 11980 Page 1 of 2 (631)852-5700 1 Fax(631)852-5755 Regards, aww'tOp zr M".adn.a Christopher Monahan Public Health Sanitarian CC: MICHAEL DRAKE ® DIVISION OF ENVIRONMENTAL QUALITY-OFFICE OF WASTEWATER MANAGEMENT 360 Yaphank Avenue,Suite 2C,Yaphank, NY 11980 P'!' H (631)852-5700 1 Fax(631)852-5755 Page 2 of 2 Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue, Suite 2C,Yaphank,New York 11980 (631) 852-5700 OR HealthWWM@suffolkcountyny.gov CERTIFICATION OF CONSTRUCTED WORKS BY DESIGN PROFESSIONAL Health Department Reference Number: R10-17-0001 Suffolk Tax Map#: Dist: Sect(s) Blk(s) Lot(s) Project Name/Address: Applicant/Property Owner Name: ITEMS BEING CERTIFIED (Check all that apply) [ ] Community Sewer Lines and/or Community Sewer Collection System Components [ ]Retaining Walls(installed as part of the sewage disposal system) [ ] Sewage Pump Station/Valve Chamber [ ] Subsurface Sewage Disposal System and all Related Components(Septic tank,grease trap,leaching system,I/A OWTS,etc.) If Applicable-4/A OWTS Manufacturer: Model: [ ] Sewage Treatment Plant and all Related Components [ ]Water Supply System [ ]Abandonment of Pre-existing Sewage Disposal System [ J Abandonment of Pre-existing Water Supply [ ] Other As the Licensed Professional Engineer or Architect,I or qualified personnel under my direct supervision,have inspected the work specified above in accordance with the New York State Education Law,and(check one): [ ] I hereby certify that all material and work conforms to approved platys and permit conditions,and/or standards issued pursuant to the Suffolk County Sanitary Code. (Attach any inspection or test reports required by the Department.) [ ] I hereby certify that all material and work conforms to approved plans and permit conditions, and/or standards issued pursuant to the Suffolk County Sanitary Code, except as described in my attached addendum.(Also attach any inspection or test reports required by the Department.) INDICATE BELOW IF THIS PROJECT INVOLVED THE BEST-FIT REPLACEMENT/RETROFIT OF AN EXISTING SEWAGE DISPOSAL SYSTEM [ ] I hereby certify that this sewage disposal system installation has been performed as a Best-Fit Replacement/Retrofit,and conforms with the appropriate Standards to the greatest extent possible,and that other alternatives are not environmentally feasible. I also certify that the protection of public health and the environment was given priority over all other considerations,and this OWTS installation represents an improvement to existing sewage disposal conditions. Engineer's/Architect's signature: Print Name Date: 08/05/22 License Number: Affix seal When inspections are required,this certification shall not be used in lieu of inspections by personnel of the Department. THIS DOCUMENT MUST CONTAIN AN ORIGINAL SIGNATURE i WWM-073 (10/20) AUTHO���� 07/20/2020 4060 Sunrise Highway,Oakdale,New York 11769-0901 Suffolk County Department of Health 360 Yaphank Ave, Suite 2C Yaphank, NY 11980 RECEIVED JUL 0 8 202, SUFF. CO. HEAL711 SERVICES OFFICE OF WAS7'�,gTER M S To Whom it Way Concern: This is to certify that the Suffolk County Water Authority has installed Public Water Service at the following location: 57130 MAIN RD SOUTHOLD NY 11.971 A water motor was installed an 04/24/2018. Very truly ryours, Lisa Cotta Manager-New Construction 4 5 6 END -` 140'-3 112" 0 EROSION&SEDIMENT CONTROLS Shall include but not be limited to: FY 140.29' N 750 4 '20" E EROSION CONTROL- HAY BALES A well maintained Construction Entrance, ARCHITECTURE ENGINEERING CONSULTING P.0 Wire Backed Silt Fencing, stabilization & z3 -3 Seeding of ex 330 WEST 38 STREET,#309 SITE DISTURBANCE BOUNDARY g posed and/or inactive soils.. NEW YORK, NY 10018 -- ----------------------------- --------------------------- -- -O TEL: 212 380 6114 at _ ___________ D _� � �_---.,o ,sz --- \ DRAINAGE INSPECTIONS ARE REQUIRED FAX: 212 918 3439 RV I CE `p �// 0 ) 1 ib+A'\ - o Contact TOS Engineering at 765-1560 before EMAIL: INFO a@NODENYC.COM - i I __ Backfill, OR Provide Engineers Certification a I I I ` ` that the drainage has been installed to Code_ WWW.NODEAEC.COM 4 Z 0 i i i ` \ .. \ CONSULTANTS: I I I � � � PROPOSED \�� \�\ APPROVAL OFSTflRMWA7E R MANAGEMENT � �y i DRIVEWAY i ��� \�\ u'S CORfrROLPLAN -T w Code h er 236 o I i \ \ ° Date: Z /7 ' \ N ♦ I Approved y. l S T NORTH SETBACK LINE �/`. \ I \ \ ♦♦ N ,1 \\ a \ \` ♦ \ \ J, (n SCALE: AS INMATED P; /NEW 2 STORY `\\ DRAWN BY: NODE P.C. I SINGLE FAMILY DWELLING � CHECKED BY: NODE P.C. �yo `\\ IST FL. EL. 25'/ NODE STAMP &SIGNATURE SAP (!) C) o X31 1 037198 F �O \ i \` r� y �\ OWNER: ' f `A ABIDIN KANDIC ��A M REVISIONS/ISSUES SCHEDULE 14 O0, YD i � �r NO#j DATE DESCRIPTION D �P Mp\N R 25� KEY SANITARY SYSTEM DESIGN SITE DATA ' ♦` / C EES) S.T. -SEPTIC TANK #OF BEDROOMS: 4 OWNER: + ♦ \N:�'J�Pt�R(N SjR T L.P. -PROPOSED LEACHING POOL PROPOSED ROUND SEPTIC TANK: PHYLLIS AND ABIDIN KANDIC �,"uc' F.E.P. -FUTURE EXPANSION POOL DIAM.8 FT; ADDRESS: ♦♦ SURFACE AREA 50.3 SQ.FT: 57190 MAIN ROAD ` S.S. -SANITARY SEWER CAPACITY 1,500 GAL. SOUTHOLD,NY 11971 ♦ W -WATER SERVICE LINE PROPOSED LEACHING POOL: S.C.T.M.#:1000-63-04-5.3 ARCHITECTURE ` F.F.L. -IST FLOOR ELEVATION DEPTH8FT;16 FT LOT AREA:31,377 S_ 0 N 75 45'20•E` 330 WEST 38 STREET,#309 16' NEW YORK,NY 10018 =244.79' s Ja° TEL: 212 380 6114 d00• FAX: 212 918 3439 R` N/F SAJNDRA PERRY 27'-3" y6\ ♦' (PUBUCI WATER) EMAIL: INFO@NODENYC.COM _ 00. REVISION SCHEDULE 0 \ NO# DATE BY DESCRIPTION SYSTEM'A': ' mac'. q ♦ TWO(2)PROPOSED DRYWELLS 8x10 FT.DIAM.PLUS TEST BORE DATA C DOME;8 FT.EFF.DEPTH 23' 3" \ P9G ; PROPOSED WATER SERVICE TEST PERFCRMED ON NOVEMBER 21,2016 N/F KAREN LUND _ P BY SLACKS TEST BORING,INC.,PO.BOX 64, (DWELLING) !per` \ ar Apq KINGS PARK, 9 LONG ISLAND,NEW YORK 11754 (PUBLIC WATER) 8`� s° TEL.(631)269-793C \ ♦�♦00. 14029, a 40' \�-6PROJECT ADDRESS: SOIL COMPOSITION: %4 -- 0.0' \ YROPEa�/ 'lo, 57190 MAIN ROAD 41— e .I COARSE TO FINE DARK BROWN TOPSOIL WITH / I ••m �`\ '♦O SOUTHOLD, OLD ORGANICS INTO SILTY FINE SAND,TRACE FINE ♦ I ♦ 2-9TA�L GRP \ o•, 2.0' TO COARSE GRAVEL(SM) I \� ,DW 1 1 /IStORY•°'L p� ' FINE TO MEDIUM BROWN AAD LIGHT BROWN b '� \0 NNO, ••• _ - ` DOMESTIC WATER&SANITARY SEWER NEW YORK 119 71 SILTY SAND INTO FINE SAND,TRACE FINE - D / TO BE ROUTED WITHIN PERIMETER OF 4.0' TO SMALL GRAVEL(SM/SP) \ N ` ' PRO'Oss \ IS' PROPOSED ACCESSORY STORAGE DRAINAGE CALCULATIONSPOA , DSED .�••W` . PROJECT SCOPE: MEDIUM FINE TO COARSE LIGHT BROWN �'F1DVEW AY 1\•' SAND,SOME FINE TO SMALL GRAVEL(SW) �L\- DRI �.N�• 1 SETvv. Ota , SYSTEM 'A' y �—a HOR" / NIF GRACE R.LEWIS 8.0' Jt° \' C OWE<!1NG• - (VACANT) _ 50% OF PROPOSED DWELLING AREA = 1,332 00. G�EPaMIs F EL Zy \ Ao// s�N PROPOSED DRIVEWAY & WALKWAY AREA = 3,005 SQ.FT. 0.y\ TOTAL AREA = 4,337 SQ.FT. � �` �\ \ / ,�O�vDRAWING TITLE: RUNOFF = 4,337 SO.FT. x 3"/12 = 1,084.5 Do - )Ki ST♦ F°/ FINE TO MEDIUM LIGHT BROWN SAND, 1,084.5 CU.FT. / 68.5 CU.FT./FT OF RING = 15.83 FT REQ'D s. `,o; .9. . • �,, �yDp05t pV� RESIDENTIAL SURVEY SOME FINE TO SMALL GRAVEL(SW) PRIVATE SEWAGE TOTAL STORAGE REQ'D = 15.83 FT OF 10 FT. DIAM. RINGS \ LP DISPOSAL SYSTEM TOTAL STORAGE PROPOSED = 16 FT OF 10 FT. DIAM. RINGS tiF 17.0' SYSTEM V ( N 0 \A\N• ,��I ROPOSED �a® - SIGNATUE,SEAL 8 DATE FINE TO COARSE LIGHT BROWN SAND, 50% OF PROPOSED DWELLING AREA = 1,332 SQ.FT. PROPOSED 4'DIAMBLDG SEWER MAIN \` 1 t�♦ ZO SW�MM�Nx POOL. OL a 0 \ % _ TRACE FINE 7o COARSE GRAVEL(SW) . ;PROPOSED PATIO AREA = 1,213 SQ.FT. SLOPE MIN.1/4'PER 12':PVC SDR 35 `C/-// T - YARD TRIBUTARY AREA = 5,435 SQ.FT. ♦a• i?° a/ l�i f� V S R/n 22.0 TOTAL AREA = 7,980 SQ.FT. _ ROUNDWATER LEVEL - 23.5' G� RUNOFF = 7,980 SQ.FT. x 3"/12 = 1,995 CU.FT. 1,084.5 CU.FT. / 68.5 CU.FT./FT OF RING = 29.12 FT REQ'D ' °kr i i��♦ rr/j� a ' FINE LIGHT BROWN SAND,SOME \ i `myr i� FINE TO SMALL GRAVEL(SW) 40' ? P { DW 1111 TOTAL STORAGE REQ'D =29.12 FT OF 10 FT. DIAM. RINGS E�apy` ♦. .• H_1�S �/� TOTAL STORAGE PROPOSED = 32 FT OF 10 FT. DIAM. RINGS 27.0 TEST BORE LOCATION !p �. s ,. ----------------------------------------------- \ c ♦•�. 50' 19'-11112° _ F------------ �\ SUFFOLK COUNTY DE _ y�, , DW♦`___--- �\ � 037�g�\� SIlr'FOLI4 COLLA T 4'f3EF-;RT sd��-.NT OP H=ALTI-I SE RVICES `�9t ••• \ PERMIT FOR Ar--P nVAL OF CONSTRUCTION FOR A !/^v 2 �/n/ \ _ SYSTEM'B': _ 1=O V S.C.T.M.#:1000-63-04-5.3 TWO(2)PROPOSED DRYWELLS D �-• F EL H.BURNS PARCEL 2 16x10 FT.DIAM.PLUS DOME;Ib'EFF. SINGLE�A7 iLY RESIDEj`L3�AN DPALL R.BURNS JR 31,377 2 FT. DEPTH:OPEN GRATE PROJECT# DWELLING) (PUBLIC WATER) I lll//""•••'--"'J I1 C CT:1 000 4y0/SECTION:63 BLOCK: L K:4` LOT:5.3 N/F JASON PETERS DRAWI.N G#I • �6 (DWELLING) (PUBLIC WATER)R) LATC-100 I O o 11 APPROVED ; BUILDING DM- °0. o��� ) E(; s � \ R SHEET 1 TOWN c T� Ile Q _ - OWN OF SOU HOLD N/F NANCY BUTKUS �B `` /{I pip g r R p �1 4 - BEDROOM RESIDENTIAL LAYOUT BSCAN STICKE(i APR gw�rp I TOTA!IY h i/1IJ AJ��L:Di10i�i t'1iJ I (DWELLING) �"�. "f��!6/1 1/ ' I (PUBLIC WATER) I EXPIRES THREE YCAcS FROM DATIE OF APPROVAL SCALE:V=30'-0" 40' N0' 4' 8' 12' Ib'20' 30' 24'-10 1/2' 1- ��VCC.// ;IFFIQE OF ' l' bi�_i lID KEY SANITARY SYSTEM DESIGN SITE DATA E, S.T. -SEPTIC #OF BEDROOMS: 4 OWNER: PHYLLIS AND ABIDIN KANDIC ® \ `N s•NREM EO' LEACHING POOL ROUND SEPTIC TANK: G'Wpy�� F.E. -EXPANSION POOL ADDRESS: DIAM. 8FT; 57130 MAIN wel SURFACE AREA 50.3 SQ.FT; SOUTHOLD,NYA 971 S.S. -SANITARY SEWER CAPACITY 1,500 GAL. \ Y.D. -YARD DRAIN LEACHING POOL: S.C.T.M.#:1000-63-04-5.3 ARCHITECTURE ENGINEERING CONSULTING P.C. W WATER SERVICE LINE \\ F.F.L. -IST FLOOR ELEVATION DEPTH86FT LOT AREA:31,377 SQ.FT 330 WEST 38 STREET,#309 N�'em \ NEW YORK, NY 10018 TEL: 212 380 61 14 TEST BORE DATA y'�, FAX: 212 918 3439 TEST PERFORMED ON NOVEMBER 21,2016 p a� EMAIL: INFO@NODENYC.COM BY SLACKE TEST BORING, INC.,P0, BOX 64,KINGS � ° PARK,LONG ISLAND,NEW YORK 11754,(631)269-7930 3 �Q WWW.NODEARCHITECTURE.COM �Z� , SOIL COMPOSITION: REVISION SCHEDULE COARSE TO FINE DARK BROWN , TOPSOIL WITH ORGANICS INTO SILTY . \\ wsAJWRAPFRRY 2.O' FINE SAND,TRACE FINE TO COARSE \ (PIBLCWATER) NO* DATE BY DESCRIPTION GRAVEL(SM) , FINE TO MEDIUM BROWN AND LIGHT ' N,F WHEN LLND '� 4.0' BROWN "LICWAT 00 07120/22 AS BUILTS fDIB4G WATER) �(� SILTY SAND INTO FINE SAND,TRACE WATERm ICE FINE �9 ` TO SMALL GRAVEL(SM/SP) SYSTEM•A•:Two(n a,—"wlo n. DRAINAGE CALCULATIONS PROJECT ADDRESS: Dale:3 FT.EFF.DEPTH MEDIUM FINE TO COARSE LIGHT BROWN s 8.OSAND,SOME FINE TO SMALL GRAVEL 57130 MAIN ROAD (SW) SYSTEM 'A' SOUTHOLD, NEW YORK Y32e•E / —Y.D' CP �\ 11971 50%OF DWELLING AREA=1,332 SOFT. ,a . "T9 I DW 1 a I - \\ DRIVEWAY&WALKWAY AREA=3,005 SOFT. \— �O y _ I ,-,poE- \ FINE TO MEDIUM LIGHT BROWN Total Area=4,337 sq.ft. \. DW -FINE / 5 I st •G"` \ �, DOMESTI SAND, \ ` �� A+� - P C WATER A S TMY SEWER TO EE PROJECT SCOPE: SOME FINE TO SMALL GRAVEL RUNOFF=4,337 SOFT. %3'/12=1,084.5 CU.FT. `WRr'"'�n"�N s��0F PR0P09 (SW) 1,084.5 CU.FT./68.5 CU,FT.PER FT OF RING=15.83 FT REO'D TOTAL STORAGE REWD=15.83 FT OF 10 FT.DIAM, RINGS - TOTAL STORAGE PROVIDED=16 FT OF 10 FT. DIAM.RINGS • 17.0' DRAWING TITLE: ""WL ` FINE TO COARSE LIGHT BROWN SYSTEM 'B' I S \��' - ,�-. ." . � \ � RESIDENTIAL SURVEY SAND, $. : ,°�' 0 , °E -" : � \\ -WITH PRIVATE SEWAGE- TRACE FINE TO COARSE GRAVEL 50%OF DWELLING AREA=1,332 SO.FT. PATIO AREA=1,213 SOFT, a ,� ' =_ � DISPOSAL SYSTEM YARD TRIBUTARY AREA=5,435 SOFT. I0, �� T9•.0'�I D �aT)Dvm p \�' 22.0' Total Area=7,980 sq.ft. t_ O. GROUNDWATER LEVEL a 23.5' — RUNOFF=7,980 SOFT. x 3'/12=1,995 Cu.FT. I N NE LIGHT BROWN SAND,SOME F 1,084.5 CU.FT. /68.5 CU.FT. PER FT OF RING=29.12 FT REO'D t t b I FINE TO SMALL GRAVEL(SW) TOTAL STORAGE REO'D=29.12 FT OF 10 FT.DIAM. RINGS nAiIt SLOPE niM.uv PER Ir, \ TOTAL STORAGE PROVIDED=32 FT OF 10 FT. DIAM. RINGS PVC soR 35 eE/ tr' I \ s TOO- 27.0111 OO-27.0' \ ► \ // / / RED ARC, - - - - - - - - - - - - - - - �(. Y.D/ \5 �PVCOVSgR/ - - - - - - y. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL I ` TEST BORE LOCATION DW 1.6 49'-6' N 9. ~ SYSTEM'°`.(2)DRMH S \ (P 35.1.FT.WAM PLUi[DME:le'EFF. \ ]� 037199 y0-' N/F Al2AB.ETM)L BIR)S OEPM;OPEN GRATE PAIL R.BLRNS JR IF tBLIC WATER) IS.C.T.M.I:ID0.e3•eC-S.y F NE PMCEL 2 / 31.37750.:I -- 2 S OCM A°) `°T'' PROJECT# 222 NIF NANCY BUIRuS 5�t DRAWING# (POLIO �U3LIC WATER) 13G !DWF, G)PETERS C-103 IlPtBLtC WATERT 4 BEDROOM RESIDENTIAL LAYOUT 1 OF 1 I C-103 I " 40 ' ®" BSCAN STICKER 1 r/r7 11 5URVEY OF PROPERTY N 51TUATE: SOUTHOLD TOWN: SOUTHOLD W E SUFFOLK COUNTY, NY • S SURVEYED 10-04-2011 5UF1~OLK.COUNTY TAX it 1000 - 63 - 4 - 5.3 CEtTERM T®: ABIDIN I{ANDIC PHYLLIS KANDIC Dt Chi {�je- v s � cg1 t %fi t�T � tt, {oe 'Lwnrwaee dlerdlon w adtlllan 112- 2, �rcwvloeleaolbMn oaf euecmt eee 1win xcube y-Oe.to.o r 3,dl xF 1w YwkSOO WKdn lnoy ' 'Oey wpbs Iraw IN w wpl d IILLS iWwy i.w'teG MIA m wl9wal N fin�svveypb ' it m'p�M 6M1 Noll Oa erNttaecM Ie be vdN 4wc NOTES: GarIHYAt a i Y�datl he aon aka lgy I i eweg w prep�rea a eccwdxa nRn tM a>- . blxy Catle of%[x:tY4 tv Loti 5irr�vye atlepletl ty lta ryaw Ywk 5taaa A»ocb[bn d ROIceeWol Lma s,ri-eyvi.5oW cerlakotbrn ir.dl rwi • MONUMENT-FOUND a; ,'O1 F tat ogeexy ad kniny Fwlxtlba IblM orS vel a fro oaakrooe of we lenca9 roenna�.taulwo- Moro we rol Vaxlarmb LO Oaatlelpl MttNbro AREA: = 31.,400 SP OR O,??ACRES JOHN .C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAf'HIG SCALE I"= SQ' RIVERHEAD,N.Y..11901 369-8288 Fax 369-8287 REF.CAMusVohnvments\My Dropbox\17\17-161 lSCDHS REF# S10-07-0006 5 E 23.a' • Rte. /w SURVEY OF PROPERTY N•Y•s w T A EET� ( STP SO UTHOLD WATE P�B�(C R 1N TOWN OF SO UTHOLD � E` 245 X60. RSA w \ N Et.2 W SUFFOLK COUNTY, N. Y. 01_,9-2017 A _- � 1000-63-04-5.3 N�5.�3 2 SCALE- 1'=30' W /w 6.16 EpGE F E1.2a.3' OF PP` M�N s' \26 1`FENCE \ JANUARY 18, 2017 EDGE F SP\l� RA \ MARCH 20, 2017 (REVISIONS) MARCH 23, 2017 (REVISIONS) GMF3 0• .off°\ '•.l1Or f�• 44.19' � °�`�°� �s-•'• 2 oN� \ \ O � tom► O4-1 Y� �s 41 SO 5 GEKTIFIED TO, �O 2 \ o /\ PHYLL 15 KAND I G O >-� E� °' 1, j \ A61DIN KANDIG �C� <<� GZ \ � '•, �4- � ABSTRACTS INCORPORATED �y 'L R5 6'- 5ANTANDEK BANK 0/F \ FIK5T AMEKIGAN TITLE IN5UKANGE COMPANY -P N/ PERRY LOT COVERAGE �2F SAUNUS NESS R \ EINE PROP. HOUSE _ \� (Bg�IC WAS a �\ DIS T/ 1841 5Q.FT. F (P v �F Z0NIN� R40 PROP. ACCE550KY BLDC7. = 521 5Q.FT. ` :/. 23 7 •. PROP. POOL = 588 5Q.FT. cMF '-tea �Eo�E 140. 2950 5Q.FT. \� o°A ' E�.2a N E3 •. 2950/24802 i1.8r a• �' �"• PJ-75.43 20 — PROPOSED RAIN RUNOFF CONTAINMENT pISTRICT \ ER�cE v oRlv� pPE ..�.......�.....PROP. HOUSE 1841 5Q.FT. 3 PROP. ACCE55ORY BLDG. = 521 5Q.FT. N I N Ci Z� R40 ZV1''.. '\ \ PRp °,�� PRpP.PAE 2362 5Q.FT. / FF. "06. a \� 2362 X 1 X 0.17 402 CU.FT. r-- < fn 2 O, `7Y; \�• 1, ,°o \ o f;�, f1�// A L O 2 i g2.0 P F PROP. DRIVEWAY (PEKVIOU5) = 3298 5Q.FT. <i G S- f 4 o _< o � 3298 X 0.6 X 1 • 449 GU.FT, y ZJ Zs GROUND G`30020 PROP. PATIO 2143 5Q.FT. � ° \ / �; I °Z�\ �F ��O . 2143 X 1 X 0.17 °f 20 364 GU.FT. ��� ti \ �•L.\// �5\ PROPpSED 2 \ / J 1215/42.2 • 29 VF 1215 GU.FT. O 9 �-•� p'•, 30 X59 O••. / y� s j' 77 PROVIDE [41 DRYWELL5 54 X 6' DEEP F� \ F i \ �`�`` �+!tiON- Y O TEST HOLE DATA ,Y, AF\ / MIN PROPOSED SEPTIC SYSTEM \� ' ° ' S• McDONALD GEOSCIENCE 00 `�� �\ o00�`:� �� �> G��S• 3 BEDROOM HOUSE 7/7/99 \ \o> Ci °FFA O \�S` koo 1116 + 1-PRECA5T 1000 GALLON 5EPTIG TANK BROWN SANDY LOAM OL X02° \�" p`, so � \ I-V X 12' DEEP LEACHING POOL WITH 3' SAND COLLAR (5W) 3 MIN. ABOVE Z \ ABOVE GROUNDWATER BROWN LOAMY SAND SM �• \ �6+r �F� titi � ACCESSORY BUILDING — o.3' I-PREGA5T 1000 GALLON SEPT IG TANK / v`ON. ���\ \ �� I O �.�JR5 1-8 X 12' DEEP LEACHING POOLWITH 3' ABOVE G 5AND (5W) 3' MIN. ABOVE PALE BROWN FINE TO COARSE SAND SW / OOO� �2\ Fo S�Ar•�� PSo\,�(,�'� of 9�10 e • MONUMENT f G 4 G',� O � 9 c y J A G NO WA TER ENCOUNTERED F tie co�`�;. s j lQ �'` <�� SGT ��,• F�'o'ti�• � �' �`� �-: . �;;. ELEVATIONS AND GOUNTOURS ARE REFERENCED TO The location of public water, wells and cesspools shown hereon rare THE FIVE EASTERN TOWNS TOPOGRAPHIC MAPS (NGVD) from field observations and or from data obtained from others. ANY ALTERATION OK ADDITION TO TH15 SURVEY 15 A VIOLATION OF 5EGTION 7209 OF THE NEW YORK STATE EDUCATION LAW. I AM FAMILIAR WITH THE 5TANDARD5 FOR )7 Vv,Y.S. LNO. 49618 APPROVAL AND CON5TRUCTION OF 5UB5URFACE TOTAL AREA = 31377 Sq.ft. PECONIC SURVEYORS;7s C. EXCEPT AS PER SECTION 7209-SUDD I V I51 ON 2. ALL , GERTIFIGATION5 HEREON ARE VALID FOR TH15 MAP AND GOPIE5 SEWAGE 0I5PO5AL SYSTEMS FOR 5/NGLE FAMILY OR Q,72O ACRES (631) IC SUR 20 FAX P C 765-1797 THEREOF ONLY IF SAID MAP OR GOPIE5 DEAR THE IMPRESSED RE5I0EN6E5 AND WILL ABIDE BY THE SEAL OF THE SURVEYOR WH05E SIGNATURE APPEARS HEREON. CONDITION5 5ET FORTH THEREIN AND P.O. BOX 909 ON THE PERMIT To CON5TRUCT. AREA OF RIGHT OF WAY — 6,485 Sq.ft. 1230 OA L r. 11971 16-125 SOLI1230 TRAVELER STREET F \` ROAp KEY SANITARY SYSTEM DESIGN SITE DATA ST.-SEPTIC #OF BEDROOMS: A OWNER PHYLLIS AND ABIDIN KANDIC O �. LN`K LEACHING POOL ROUND SEPTIC TANK ADDRESS: \wrvrL flea. F.E.-EXPANSION POOL DIAM.BFT: 57130 MAIN ROAD `J \\ S.S.-SANITARY SEWER SURFACE AREA 50.3 SO.FT; SOUTHOLD.NY 11971 CAPACITY 1,500 GAL. Y.D.-YARD DRAIN LEACHING POOL: S.C.T.M.#:1000-65-OL-5.1 ARCHITECTURE ENGINEERING CONSULTING P.C. W -WATER SERVICE LINE DIAM.BFT: LOT AREA-31,377 SO.FT •. F.F.L.-IST FLOOR ELEVATION DEPrn 16FT 330 WEST 38 STREET,#309 0, \fg NEW YORK,NY 10018 Z TEL:212 380 6114 TEST BORE DATA y °\ FAX:212 918 3439 TEST PERFORMED ON NOVEMBER 21,2016 o EMAILINFO@NODENYC.COM BY SLACKE TEST BORING,INC..P0.BOX 66.KINGS PARK,LONG ISLAND,NEW YORK 11756.(631)269-7910 '\ WWW.NODEARCHITECTURE.COM SOIL COMPOSITION. 2m F� �\ REVISION SCHEDULE COARSE To FINE DARK BROWN TOPSOIL WITH ORGANICS INTO SILTY ` 2.0' FINE SA GRAVEL(D,T ACE FINE TO COARSE �a mwla.,.M. NO# DATE BY DESCRIPTION FINE TO MEDIUM BROWN Aro LIGHT �G 4.0' BROWN �.,. q� .00 107120122 1 JAS BUILTS SILTY SAND INTO FINE SAND,TRACE FIDE Z. To Sndu GRAVEL(SM/SP) „ DRAINAGE CALCULATIONS PROJECT ADDRESS: 8.0' SA.-E-EIE FITO D TO SMALL LIGHTOARSE GRAVEL 57130 MAIN ROAD (SW) \ _ _ '4,, SYSTEMA' .\ c , a SOUTHOLD, NEW YORK 11971 50%OF DV WAL AREA=1,332 sari. \` ^.�zr. `pW) \ DRYEWAY B Weucwdr APEd=3,005 sD.FT. O 1 \ FINE TO MEDIUM LIGHT BROWN Trial Area=4,337 s4R \• PW)5-,( \\ PROJECT SCOPE: SAND RUNOFF=6.337 saFT.z 3'/12=1.086.5 CU.FT, m.car.Mc.� �\ � 11 �\ ""•,'••"• SOME FINE i0 SMALL GRAVEL 1,086.5 CU.FT./68.5 CU.FT.PER FT OF RING=15.83 FT NEWS (SW) TOTALSTORAGE REO'D=15.83 FT OF 10 FT.Dim.RINGS ' „H �1 e'u.c.�'✓ TOTAL STORAGE PROVIDED=16 FT OF 10 FT.MAN.RINGS 17.0' `e'TR•.°• \ DRAWING TITLE: FI HE TO COARSE LIGHT BROWN SYSTEM'B' ••� 5 - RESIDENTIAL SURVEY S°"° ° WITH PRIVATE SEWAGE— TRACE FINE TO COARSE GRAVEL 50%OF O,ELLING AREA a 1.312 SOFT. �q OD 1' T• i r \ 1 \ PATIO AREA=1.211 SO FT. "1 '•' 9, Yarm TRGUTARY AREA=5.635 GO.FT. `` 1: 6'0 \ DISPOSAL SYSTEM 22.0' Total Arca a],BaD Gan \ ..l o o:• w�'1 J =^' o `e. `@4 23.5'jGF.Um-A1ER LEVEL RUNOFF=7,980 GO FT.x 3'/12=1,995 cu.FT. FINE LIGHT BROWN SAND.SOME 1,086.5 CU.FT./68.5 CV.FT.PER FT OF RING=29.12 FT REO'D FINE TO SMALL GRAVEL(SW) L 1 s STAMP r \ TOTAL STORAGE RE =29.12 FT OF 10 FT.D—L RINGS 1 FES 1 TOTAL STORAGE PROVIDED=32 FT OF 10 FT.DIAM.RINGS M�.+ / 1 a•=y"', V �,." 27.0' \ i — / _ ��FtED ARC ————————————————————————— PKovsae/ y�r SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL ll°d/ 1 OWV ( � 1 n� DW VOP AR f SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES o APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE •., "� �\9T 37199 Oar Date 1215/2022 H.S. Ref.No. RTO-17-0001 P SOF IN The sewage disposal and water supply facilities at this location have been \ '°"' PROJECT# 222 / inspected and/or certified by this Department or other agencies and found to be satisfactory FOR A MAXIMUM OF B BEDROOMS. w--K •� DRAWING# ` C-103 CRAIG KNEPPER.P.E.,CHIEF 4 - BEDROOM RESIDENTIAL LAYOUT I OF Office of Wastewater Management C-103 I tl 401-011 BSCAN STICKER I Sal J.Turano PRESIDENT l —J.. ABSTRACTS INCORPORATEDTM Grace Mistretta � SR.V.P.,CONTROLLER Residential 6 Commercial Title Insurance since 1984 Thomas J.Turano SR.V.P..CLEARANCE OFFICE SINGLE AND SEPARATE SEARCH Peter J.CBIVBnese SR.V.P.,COUNSEL May 24, 2017 Richard Vandenburg, Esq. 1405 Oak Drive Southold, NY 11971 Re: Our Title No: ST-37992 Tax Map Des: District : 1000 Section: 063 . 00 Block: 04 . 00 Lot: 005 . 003 Dear Sirs : ABSTRACTS INCORPORATED certifies to the Town of Southold, Suffolk County, New York that it has conducted a search for conveyances only in the Office of the Clerk of the County of Suffolk against the above mentioned premises and the adjoining premises from the dates indicated from 4/23/1957 to 5%1/17 . Said search disclosed the following: SUBJECT PREMISES KNOWIN AS : District : 1000 Section: 063 . 00 Block: 04 . 00 Lot : 005 . 003 DEED 1 : Jonathan B. Terry and Martha J. Dated: 8/14/1894 Terry, his wife Recorded: 8/15/1894 TO Liber 415 cp 77 Carrie C. Overton (NOTE: Carrie Overton died 5/11/1911 - Suffolk County Administration File No. 20573) DEED 2 : Daniel Overton and Terry S. Overton Dated: 5/14/1973 TO Recorded: 5/16/1973 011ie M. Overton Liber 7416 cp 354 (NOTE: Daniel Overton and Terry Overton are the grandchildren of Carrie Overton, children of her deceased son Daniel H. Overton, Jr. ) . (NOTE: 011ie M. Overton is the wife of deceased son Jonathan Overton) . CORPORATE HEADQUARTERS MAILING ADDRESS EAST END DIVISION SB5 Stewart Avenue•Suite 400 P.O.Box 28 1 23 Maple Avenue Garden City,NY 1 1 530 Garden City,NY 1 1530 Riverhead,NY 1 1901 51 6.683.1 000•fax:51 B.683.00B9 www.abstractsinc.com B31.269.0200•fax:631.369.01 99 Page 2 ST-37992 DEED 3 : 011ie M. Overton Dated: 2/27/1974 TO Recorded: 2/27/1974 Leo Rauch and Jacqueline N. Rauch, Liber 7595 cp 511 his wife DEED 4: Leo Rauch and Jacqueline N. Rauch, Dated: 6/12/1975 his wife Recorded: 6/13/1975 TO Liber 7856 cp 324 Karl Lanzer and Sophie Lanzer, his wife DEED 5: Karl Lanzer and Sophie Lanzer, his Dated: 8/2/1979 wife Recorded: 8/8/1979 TO Liber 8672 cp 539 Joanne M. Hutter DEED 6: Joanne M. Hutter Dated: 2/19/2002 TO Recorded: 3/11/2002 Craig Arm, Brett Kehl and Robert Liber 12173 cp 653 Celetano, as tenants in common DEED 7: Craig Arm, Brett Kehl and -Robert Dated: 11/29/2006 Celentano aka Robert Celetano Recorded: 12/15/2006 TO Liber 12483 cp 433 Sandy Ground LLC (LAST DEED OF RECORD) DEED 8: Sandy Ground LLC Dated: 1/30/2009 TO Recorded: 2/13/2009 Sandy Ground LLC Liber 12580 cp 475 (CORRECTION DEED) 'ABSTRACTS, INCORPORATED" 5B5 Stewart Avenue•P.O.Box 28•Garden City,NY 11530-51 6.8831 000•fax:51 6.883.0089 Page 3 ST-37992 PREMISES TO THE ADJOINING PART OF NORTH KNOWN AS: MAIN ROAD (S.R.25) -ABSTRACTS, INCORPORATED'" 585 Stewart Avenue•P.O.Box 2B•Garden City,NY 1 1 530.51 6.6831 000•fax 51 6.883.00BS Page 4 ST-37992 PREMISES TO PART OF THE NORTH AND PART OF ADJOINING EAST KNOWN AS: District: 1000 Section: 063 .00 Block: 04.00 Lot: 005.005 DEED 1: Jonathan B. Terry and Martha J. Dated: 8/14/1894 Terry, his wife Recorded: 8/15/1894 TO Liber 415 cp 77 Carrie C. Overton (NOTE: Carrie Overton died 5/11/1911 Suffolk County Administration File. No. 20573) DEED 2 : Daniel Overton and Terry S. Overton Dated: 5/14/1973 TO Recorded: 5/16/1973 011ie M. Overton Liber 7416 cp 354 (NOTE: Daniel Overton and Terry Overton are the grandchildren of Carrie Overton, children of h her deceased son Daniel H. Overton, .Jr. ) . (NOTE: 011ie M. Overton is the wife of deceased son Jonathan Overton) . DEED 3 : 011ie M. Overton Dated: 2/27/1974 TO Recorded: 2/27/1974 Leo Rauch and Jacqueline N. Rauch, Liber 7595 cp 511 his wife DEED 4 : Leo Rauch and Jacqueline N. Rauch, Dated: 6/12/1975 his wife Recorded: 6/13/1975 TO Liber 7856 cp 324 Karl Lanzer and Sophie Lanzer, his wife A�A' BSTRACTS, INCORPORATED" 5B5 Stewart Avenue.P.O.Box 2B•Garden City,NY 1 1 530.51 6.5631 000-fax:51 6.683.0089 Page 5 ST-37992 DEED 5 : Karl Lanzer and Sophie Lanzer, his Dated: 8/2/1979 wife Recorded: 8/8/1979 TO Liber 867.2 . cp. 539 Joanne M. Hutter DEED 6: Joanne M. Hutter Dated: 2/19/2002 TO Recorded: 3/11/2002 Craig Arm, Brett Kehl and Robert Liber 12173 cp 653 Celetano, as tenants in common DEED 7 : Craig Arm, Brett Kehl and Robert Dated: 11/29/2006 Celentano aka Robert Celetano Recorded: 12/15/2006 TO Liber 12483 cp 433 Sandy Ground LLC DEED 8 : Sandy Ground LLC Dated: 1/30/2009 TO Recorded: 2/13/2009 Saundra J. Perry Liber 12580 cp 477 DEED 9: Saundra J. Perry Dated: 1/30/2009 TO Recorded: 2/13/2009 Saundra J. Perry Liber 12580 cp 476 (CORRECTION DEED) DEED 10 : Saundra J. Perry Dated: 12/22/2016 TO Recorded: 2/22/2017 Templeton and Pelletier Holding LLC Liber 12901 cp 749 (LAST DEED OF RECORD) -'�' i4BSTRACTS, INCORPORATED- 585 Stewart Avenue-RO.Box 2B-Garden City.NY 11530-516.883.1 000•fax:51 B.BB3.00BS Page 6 ST-37992 PREMISES TO THE ADJOINING PART OF WEST KNOWN AS: District: 1000 Section: 063 .00 Block: 04 . 00 Lot: 008 . 000 DEED 1: Jonathan T. Overton and 011ie M. Dated: 11/24/1953 Overton Recorded: 11/27/1953 TO Liber 3618 cp 346 Cecilia Tynan Brester (NOTE: Cecilia T. Brester died 12/28/89 - property devised to her husband John A. Brester by Suffolk County Surrogates Court File No. 950P 1990) . (NOTE: John A. Brester died 2/16/99 - Suffolk County Surrogates Court File No. 643 P 1999) DEED 2 : Diane M. Worrell and Cecilia B. Dated: 11/6/99 Gomez, Co-Executors of The Last Recorded: 1/10/2000 Will and Testament of John A. Brester Liber 12012 cp 676 TO Joan Baier DEED 3 : Joan Baier Dated: 6/3/2013 TO Recorded: 7/15/2013 Nancy Butkus Liber 12736 cp 457 (LAST DEED OF RECORD) J_;::�I .•ABSTRACTS, INCORPORATED'" 585 Stewart Avenue•RO.Box 2B•Garden City,IVY 11530-51 8.883:1000•fax:51 6.683.0089 Page 7 ST-37992 PREMISES TO THE ADJOINING PART OF WEST KNOWN AS: District: 1000 Section; 063 .00 Block: 04 . 00 Lot : 006.000 DEED 1: Isabella C. Masterson .and John C. . • Dated: 8/28/1884 Masterson, her husband Recorded: 9/1/1884 TO Liber 283 cp 318 John Singley (NOTE: John Singley died 3/17/1907 - Intestate Suffolk County Surrogates Court File No. 17557 - survived by daughter Lucy Gomez. Lucy Gomez died 3/11/1926 - property devised to her. daughter Eva G. Mahoney, who died 4/12/58 devising property to her daughter Eileen Mahoney McCray - who died 9/2/67 - Release of Estate Tax filed 2/13/70 - No Surrogates Court proceedings) . DEED 2 : William M. McCray Dated: 1/23/1970 TO Recorded: 1/26/1970 Paul R. Burns and Judith M. Burns, Liber 6696 cp 37 his wife DEED 3: Paul R. Burns and Judith M. Burns, Dated: 9/28/1994 his wife Recorded: 10/12/1994 TO Liber 11698 cp 12 Paul R. Burns, Jr. and Elizabeth H. Burns, his wife (LAST DEED OF RECORD) J,,;:��I_,-ABSTRACTS, INCORPORATED" 505 Stewart Avenue•P.0.Bax 28•Garden City.NY 1 1530-51 6.583.1000-Fax:518.683.0069 Page 8 ST-37992 PREMISES TO THE ADJOINING PART OF WEST KNOWN AS: District : 1000 Section: 063 . 00 Block: 04. 00 Lot: 002.000 DEED 1: Home Owners' Loan Corporation Dated: 3/2/1942 TO Recorded: 5/21/1942 Harold Newton Cox, Jr. Liber 2233 cp 390 DEED 2 : Harold Newton Cox, Jr. Dated: 2/7/1948 TO Recorded: 2/9/1948 Harold Newton Cox, Jr. and Liber 2798 cp 371 Mary Louise Cox (NOTE: No deed out of Harold Newton Cox, Jr. found. No proof of death found on Harold Newton Cox, Jr. ) DEED 3 : Mary Louise Cox Dated: 11/16/1998 TO Recorded: 12/2/1998 Susan Olestad Liber 11931 cp 730 DEED 4: Susan Olestad Dated:8/9/1999 TO Recorded: 8/23/1999 Karen Lund Liber 11984 cp 355 (LAST DEED OF RECORD) BSTRACTS, INCORPORATED- 585 Stewart Avenue•R 0.Box 26-Garden City,NY 1 1530-E518.883.1000-fax:51 6.683.00E19 Page 9 ST-37992 PREMISES TO THE EAST KNOWN AS: District : 1000 Section: 063 . 00 Block: 04. 00 Lot : 004.000 DEED 1 : Henry Booth Moore, Referee Dated: 3/28/1942 TO Recorded: 3/30/1942 Grace R. Nickles Liber 2225 cp 222 (LAST DEED OF RECORD) (NOTE: Grace R. Nickles aka Grace R. Lewis died 11/7/97 - property was devised to her son John J. Nickles) -'' %ABSTRACTS, INCORPORATED- 585 Stewart Avenue PO.Box 26 Garden City,NY 1 1 530.51 6,683.1 000•fax:51 5.683.0089 Page 10 ST-37992 PREMISES TO THE SOUTH KNOWN AS: District: 1000 Section: 063 .00 Block: 04 .00 Lot: 005. 002 DEED 1 : Jonathan B. Terry and Martha J. Dated: 8/14/1894. Terry, his wife Recorded: 8/15/1894 TO Liber 415 cp 77 Carrie C. Overton (NOTE: Carrie Overton died 5/11/1911 - Suffolk County Administration File No. 20573) DEED 2 : Daniel Overton and Terry S. Overton Dated: 5/14/1973 TO Recorded: 5/16/1973 011ie M. Overton Liber 7416 cp 354 (NOTE: Daniel Overton and Terry Overton are the grandchildren of Carrie Overton, children of her deceased son Daniel H. Overton, Jr. ) . (NOTE: 011ie M. Overton is the wife of deceased son Jonathan Overton) . DEED 3 : 011ie M. Overton Dated: 2/27/1974 TO Recorded: 2/27/1974 Leo Rauch and Jacqueline N. Rauch, Liber 7595 cp 511 his wife DEED 4 : Leo Rauch and Jacqueline N. Rauch, Dated: 6/12/1975 his wife Recorded: 6/13/1975 TO Liber 7856 cp 324 Karl Lanzer and Sophie Lanzer, his wife 'ABSTRACTS, INCORPORATED"' 565 Stewart Avenue•PO.Box 2S•Garden City,NY 1 1530.51 8.6631 000-fax:51 6.663.COeS Page 11 ST-37992 DEED 5 : Karl Lanzer and Sophie Lanzer, his Dated: 8/2/1979 wife Recorded: 8/8/1979 TO Liber 8672 cp 541 John Hutter and Irma Hutter, his wife (NOTE: John Hutter died 8/31/04 and Irma Hutter died 5/14/11} DEED 6: Joanne Livingston and Irma Damhuis, Dated: 9/27/2011 as Executrices of The Estate of Recorded: 10/12/2011 Irma Hutter aka Clara Marie Irma Liber 12673 cp 753 Hutter TO Thomas C. Tillinghast (NOTE: Thomas C. Tillinghast died 9/4/14) ;4BSTRACTS, INCORPORATED- 565 Stewart Avenue•FO.Box 2B•Garden City.NY 1 1 530-51 B.Be31 000•fax:51 8.863.00B2 Page 12 ST--37992 DEED 7 : Robert Tillinghast and Frank Dated: 2/24/2016 Tillinghast, as Administrators of Recorded: 3/17/2016 The Estate of Thomas Tillinghast Liber 12856 cp 984 aka Thomas C. Tillinghast TO Jason Thomas Peters and Kathleen Erin Peters, husband and wife (LAST DEED OF RECORD) Liability hereunder is limited to the amount charges for this search. ABSTRACTS I PORATED BY: Thomas j . Senior Vice President TJT:ms State of New York) County of Nassau) ss: On the day of 2017 before me personally came Thomas J. Turano, Senior ice President, to me known to be the individual who executed the foregoing single and separate search, and acknowledge that he executed the same as Senior Vice President of Abstr ts, Incorporated. L NO RY PUBLIC PETER J.CALVANESE �' b11Q15p2wYork N0CA8o Oualified In Nassau County r� Commission Expires December 31, 1 A�- ABSTRACTS, INCORPORATED" 5B5 Stewart Avenue•R O.Box 28•Garden City,NY 1 '1530.51 6.683.9 000•fax:516.6133.0089 Generated by REScheck-Web Software Compliance Certificate Project Southold 1 Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area: 2,296 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Abi Kandic jakov Saric AIA AK International Node AEC P.C. • • • UA trade-off Compliance: 50.4%Better Than Code Maximum UA: 542 Your UA: 269 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity 'Cont. U-Factor UA PeriMeter Slab on Grade: Heated Slab-On-Grade 152 40.0 0.636 97 Insulation depth: 6.0' South Wall:Wood Frame, 16in.o.c. 1,025 19.0 20.0 0.026 17 Orientation: Front South Wall Windows: Metal,Thermal Break, 3 Pane w/Low-E 80 0.110 9 SHGC: 0.40 Orientation: Front South Wall Doors: Glass 288 0.110 32 SHGC: 0.40 Orientation: Front North Wall: Wood Frame, 161n. o.c. 1,023 19.0 20.0 0.026 25 Orientation: Back North Wall Windows: Metal,Thermal Break, 3 Pane w/Low-E 48 0.110 5 SHGC: 0.40 Orientation: Back East Wall: Wood Frame, 16in.o.c. 590 19.0 20.0 0.026 12 Orientation: Left side East Wall Windows: Metal,Thermal Break, 3 Pane w/Low-E 25 0.110 3 SHGC: 0.40 Orientation: Left side East Wall Doors: Glass 98 0.110 11 SHGC: 0.40 Orientation: Left side West Wall:Wood Frame, 16in.o.c. 612 19.0 20.0 0.026 13 Orientation: Right side Project Title: Southold 1 Report date: 06/13/17 Data filename: Page 1 of10 G Assembly Perimeter West Wall Windows: Metal,Thermal Break, 3 Pane w/Low-E 60 0.110 7 SHGC: 0.40 Orientation: Right side West Wall Doors: Glass 40 0.110 4 SHGC: 0.40 Orientation: Right side Ceiling: Cathedral 1,700 30.0 20.0 0.020 34 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed uilding has been designed to meet the 2015 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory req Ulf m nts isted in the REScheck Inspection Checklist. c..- 6 - 4� -t� Name-Title Sign toe Date Project Title: Southold 1 Report date: 06/13/17 Data filename: Page 2 of 10 REScheck Software Version 5.5®® Inspection Checklist Energy Code: 2015 IECC Requirements: 92.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ! ;❑Complies Requirement will be met. 103.2 ;documentation demonstrate ; ?❑Does Not [PR1]1 energy code compliance for the 4 J ,j ;building envelope.Thermal •j❑Not Observable envelope represented on ❑Not Applicable ;construction documents. f 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, ;documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR311 ;lighting and mechanical systems. ❑Not Observable Systems serving multiple ; ❑Not Applicable dwelling units must demonstrate compliance with the IECC f , ;Commercial Provisions. ; 302.1, ;Heating and cooling equipment is; Heating: ; Heating: ;❑Complies Requirement will be met. 403.7 Isized per ACCA Manual S based f Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: ; Cooling: ;❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Southold 1 Report date: 06/13/17 Data filename: Page 3 of10 section ' ' Plans Verified Field Verified 4 Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.2 ;Slab edge insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies [FO1]1 ❑ Unheated ❑ Unheated ;❑Does Not ;table for values. Heated E] Heated ❑Not Observable ❑Not Applicable 402.1.2 ;Slab edge insulation ft ft ;❑Complies See the Envelope Assemblies [FO3]1 depth/length. ❑Does Not table for values. ❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ? i❑Complies Requirement will be met. [FO11]z :to protect exposed exterior ❑Does Not i insulation and extends a sminimum of 6 in. below grade. j❑Not Observable S UNot Applicable 403.9 ;Snow-and ice-melting system ?❑Complies ;Exception: Requirement is [FO12]2 }controls installed. a❑Does Not not applicable. . ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 .3 1 Low Impact(Tier 3) Project Title: Southold 1 Report date: 06/13/17 Data filename: Page 4 of10 Section, Plans Verified Field Verified 4Framing/'Rough-in Inspection Value . Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Glazing U-Factor(area-weighted U-_ U- ❑Complies see the Envelope assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.3.6, '❑Not Observable 402.5 ❑Not Applicable [FR2]1 303.1.3 ;U-factors of fenestration products EComplies :Requirement will be met. [FR4]1 are determined in accordance i❑Does Not ;with the NFRC test procedure or ;taken from the default table. 1 ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier j ❑Complies ':Requirement will be met. [F23]1 !installed per manufacturer's TIDoes Not R instructions. 1 E]Not Observable , i.• ❑Not Applicable 402.4.3 ;Fenestration that is not site built ; , '❑Complies :Exception: Site-built [FR20]1 :is listed and labeled as meeting # ;❑Does Not window, skylights, and doors. J AAMA/WDMA/CSA 101/I.S.2/A440? ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed codej❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures i ❑Complies ;Requirement will be met. [FR16]2 ;sealed at housing/interior finish 1❑Does Not and labeled to indicate:52.0 cfm leakage at 75 Pa. i ❑Not Observable ❑Not Applicable 403.2.1 ;Supply and return ducts in attics ; .. ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and>= j R-6 where < 3 inches.Supply and:,,, ❑Not Observable return ducts in other portions of 1. ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 1, ? ;for< 3 inches in diameter. E. 403.3.3.5 ;Building cavities are not used as ?❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. 1 . s,❑Does Not I. UNot Observable t '❑Not Applicable 403.4 i HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 'above 105 QF or chilled fluids ;❑Does Not i below 55 QF are insulated to zR- 3 ❑Not Observable j ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 piping. ❑Does Not ' ?❑Not Observable ❑Not Applicable 403.5.3 ;Hot water pipes are insulated to R- R- EComplies Requirement will be met. [FR18]2 ;>_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers are; :[]Complies ;Requirement will be met. [FR19]2 s installed on all outdoor air ?' ❑Does Not intakes and exhausts. � ❑Not Observable -'[]Not Applicable Additional Comments/Assumptions:, 1 I High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Southold 1 Report date: 06/13/17 Data filename: Page 5 of10 f 1 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: Southold 1 Report date: 06/13/17 Data filename: Page 6 of10 Section plans Verified ,Field Verified Insulation.Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 ;All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 ;or the installed R-values i ❑Does Not provided. 1 ?❑Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a: R- ; R- `❑Complies See the Envelope Assemblies 402.2.5, :mass wall with at least 1F�of the ❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall 3❑ Mass ;❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation l requirement applies(FR10). E] Steel E] Steel ;❑Not Applicable { 3 1 i 1 I t I 303.2 ;Wali insulation is installed per 3❑Complies Requirement will be met. [IN4]1 manufacturer's Instructions. ❑Does Not ❑Not Observable j tlNot Applicable j Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Southold 1 Report date: 06/13/17 Data filename: Page 7 of10 Section Plans Verified Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable [ill' '❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ;. ❑Complies ;Requirement will be met. 303.2 s manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every 300 ft-. ![]Not Observable _ Applicable 402.2.3 ;Vented attics with air permeable f ]Complies !Exception: Requirement is [F[22]2 I insulation include baffle adjacent ❑Does Not not applicable. to soffit and eave vents that j extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 I insulation >_R-value of the ❑Does Not ;adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = '; ACH 50 = ;❑Complies 'Requirement will be met. [F[17]1 Tach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 402.4.2 `•Wood-burning fireplaces have i ❑Complies Requirement will be met. V18]2 ;tight fitting flue dampers and ;❑Does Not outdoor air for combustion. { ❑Not Observable ,❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 cfm/100 ; cfm/100 ;❑Complies Exception: All ducts and air [F14]1 cfm/100 ft2 across the system or ft2 ; ft2 '!❑Does Not handlers are located within <=3 cfm/100 ft2 without air ; ❑Not Observable conditioned space. handler @ 25 Pa.For rough-(n )tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 '❑Complies ;Exception:All ducts and air [F127]1 !determine air leakage with ftz ftz �❑Does Not handlers are located within =either: Rough-in test:Total ❑Not Observable conditioned space. ;leakage measured with a ;pressure differential of 0.1 inch ❑Not Applicable ;w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system ; including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ;❑Complies ;Requirement will be met. [FI24]1 by manufacturer at<=2%of '❑Does Not - design air flow. R ❑Not Observable a . . ,❑Not Applicable 403.1.1 Programmable thermostats �.+❑Complies ';Requirement will be met. [FI9]2 ?installed for control of primary ; :❑Does Not ;heating and cooling systems and initially set by manufacturer to []Not Observable t code specifications. ❑Not Applicable ; 403.1.2 Heat pump thermostat installed } ;❑Complies 'Requirement will be met. [FI10]2 .on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Southold 1 Report date: 06/13/17 Data filename: Page 8 of10 Section Plans Verified Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.5 1 !Circulating service hot water '❑Complies ;Requirement will be met. [Fill]' systems have automatic or '❑Does Not ;accessible manual controls. %❑Not Observable j + ❑Not Applicable 403.6.1 ;,All mechanical ventilation system; s❑Complies ;Requirement will be met. [FI25]2 ;fans not part of tested and listed ;❑Does Not HVAC equipment meet efficacy and air flow limits. ;❑Not Observable ; ti ❑Not Applicable 403.2 ;Hot water boilers supplying heat ❑Complies ;Requirement will be met. (FI26]2 I through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ; []Not Observable 'temperature based on outdoor i ;❑Not Applicable temperature. I 403.5.1.1 Heated water circulation systems '❑Complies ;,Requirement will be met. [F128]2 i have a circulation pump.The ! 4❑Does Not ;system return pipe is a dedicated ';, return pipe or a cold water supply $❑Not Observable pipe.Gravity and thermos- ; ;❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal; for hot water demand within the occupancy. Controls automatically turn off the pump ;when water is in circulation loop is at set-point temperature and i no demand for hot water exists. 403.5.1.2 R Electric heat trace systems ; ;❑Complies [FI29]2 i comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the [_]Not Observable heat tracing to maintain the ,❑Not Applicable desired water temperature in the piping. 403.5.2 Mater distribution systems that ;❑Complies Requirement will be met. [F130]2 ';have recirculation pumps that S❑Does Not pump water from a heated water i supply pipe back to the heated j ;❑Not Observable water source through a cold ;❑Not Applicable water supply pipe have a !demand recirculation water }system. Pumps have controls that manage operation of the i pump and limit the temperature i ;of the water entering the cold ;water piping to 1044F. 403.5.4 Drain water heat recovery units ;❑Complies ;Exception: Requirement is [FI31]2 ;tested in accordance with CSA i ❑Does Not not applicable. B55.1. Potable water-side pressure loss of drain water heat I[]Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one ; or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for { y individual units connected to ?three or more showers. 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Southold 1 Report date: 06/13/17 Data filename: Page 9 of10 Section Pians Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.10.2 Readily accessible switch on ;❑Complies 'Requirement will be met. [FI12]3 'heaters for swimming pools or s ❑Does Not ;permanent in-ground-spas. Switch operation does not ❑Not Observable change heater thermostat `❑Not Applicable setting. Heater circuit breaker is installed independent of switch. Gas-fired heaters equipped with f ; I ignition pilots that are not ; continuously burning pilots. 403.10.3 ;Timer switches or other `❑Complies 'Requirement will be met. [1`119]3 ;automatic preset schedule ❑Does Not control method are installed on i❑Not Observable heaters and pumps serving pools i and permanent {❑Not Applicable 403.10.4 ;Outdoor heated pools and ;❑Complies (F120]3 outdoor permanent spas have a ( ❑Does Not jvapor retardant cover. ❑Not Observable ❑Not Applicable 404.1 ;75%of lamps in permanent ❑Complies ;Exception:All lighting is [FI6]1 fixtures or 75%of permanent 1❑Does Not provided by low-voltage ;fixtures have high efficacy lamps. -]Not Observable systems. Does not apply to low-voltage ;❑ lighting. Not Applicable 404.1.1 ;Fuel gas lighting systems have ! (❑Complies Exception: Requirement is [FI23]3 'no continuous pilot light. ❑Does Not :not applicable. �Q, i ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ' Complies Requirement will be met. [FI7]2 ! ❑Does Not I t❑Not Observable :❑Not Applicable 303.3 ;Manufacturer manuals for ; ?❑Complies ;Requirement will be met. [FI18]3 I mechanical and water heating ❑Does Not systems have been provided. I s❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Southold 1 Report date: 06/13/17 Data filename: Page 10 of10 �( 015 IECC Energy j Efficiency Certificate a e Above-Grade Wall 39.00 Below-Grade Wall 0.00 Floor 40.00 Ceiling / Roof 50.00 Ductwork (unconditioned spaces): ®e. Window 0.11 0.40 Door 0.11 0.40 .. Heating System: Cooling System: Water Heater: Name: Date: Comments i I 57130 MAIN ROAD , SOUT HOLD NY 11971 0 - , « r ARCHITECTURE ENGINEERING CONSULTING P,C, 330 WEST 38 STREET,#309 NEW YORK, NY 10018 TEL: 212 380 6114 �i- *' FAX: 212 918 3439 .01 �.` EMAIL: I NFO@NODENYC.COM @ " WWW.NODEARCHITECTU RE.COM REVISION SCHEDULE NO# DATE BY DESCRIPTION .01 1/24 GATES ` PROJECT ADDRESS: imam .r. :,� 57130 MAIN ROAD SOUTHOLD, NEW YORK 11971 - ZONING INFO PRo JrjEg. V)Ej_ AN ADDRESS: 57130 MAIN ROAD, SOUTHOLD, N.Y. 11971 LOT AREA: 31377 SF SECTION #63 BLOCK # 4 LOT #5.3 RESIDENCE R-40 DISTRICT l r8-1daDept copy from ZBA REQUESTED ZONING VARIANCE ZBAFal eviewe-7)1to ns DRA G�TITI E- SECTION File # SECTION REQUIRED / ALLOWED BY ZR PROVIDED / ACTUAL COVER PAGE 280 ATTACHMENT 3 BULK SCHEDULE II FRONT YARD: 40'-0" PROPOSED: 40' AND 18'-2 3/4" DATE: FOR RESIDENTIAL DISTRICTS - R-40 09/05/17 DISTRICT VARIANCE IS TO ALLOW THE CONSTRUCTION OF A TWO CAR GARAGE; THE SITE CONTAINS TWO FRONT YARDS, ONE ALONG RIGHT-OF-WAY TO, THE OTHER ALONG THE ADJACENT PROPERTY TO THE NORTH. - - --- - - --- ----- - -- THE REQUESTED VARIANCE IS WITHIN THE FRONT YARD WITH IT'S BORDER ALONG THE ADJACENT OF PROPERTY TO THE NORTH. VARIANCE SHEET LIST .S��RaDsgRC PROJECT DESCRIPTION: lPK Ri PAGE# SHEET NAME THE RESIDENCE AT 57130 MAIN ROAD IS A SINGLE FAMILY HOME WITH ACCESSORY BUILDING. THE PROPERTY IS SITED APPROXIMATELY 175' OFF OF MAIN ROAD WITH VIA 15' WIDE RIGHT-OF-WAY. I A--001 COVER PAGE SITUATED BETWEEN TWO PROPERTIES TO IT'S NORTH AND SOUTH, THE RIGHT-OF-WAY, LINED BY - 2 A--100 SITE PLAN TREES BOUNDS THE WEST SIDE WHILE THE EAST SIDE LOOKS INTO A FORESTED AREA. THE TWO 3 A--101 GARAGE ROOF PLAN STORY HOUSE IS 2320 SF AND LOCATED ON A 31377 SF CLEARING. THE FIRST FLOOR HAS A LARGE, 9j 037199 OPEN FLOOR PLAN WITH MASSIVE SLIDING DOORS WHICH OPEN TO THE PATIO; THE SECOND FLOOR SOF IN 4 A--102 GARAGE FLOOR PLAN CONTAINS THE HOUSE'S FOUR BEDROOMS WITH ACCESS TO A TERRACE. THE REST OF THE 5 A--III EAST ELEVATION PROPERTY IS COMPOSED OF A COVERED OUTDOOR KITCHEN, THE ACCESSORY BUILDING, PATIO, AND - 6 A--112 NORTH ELEVATION A PLANTED GRASS YARD. PROJECT# 222 7 A--113 WEST ELEVATION THE VARIANCE REQUESTED IS FOR A TWO CAR GARAGE WHICH PROJECTS INTO ONE OF THE DRUM* 8 A--201 PHOTO I PROPERTY'S TWO "FRONT YARDS", WITH NO OTHER SETBACK VIOLATIONS. THE GARAGE IS ROUGHLY A__001 9 A--202 3D VIEW I 25'x24', MAKING IT 600 SF, WITH THE GARAGE DOOR OPENING TO THE PAVED DRIVEWAY, AND A 10 A--203 PHOTO 2 36" DOOR OPENING INTO THE HOUSE'S KITCHEN AREA. THE GARAGE IS COVERED BY A SLOPED ROOF WITH A MAXIMUM HEIGHT OF 18'-4 7/8". THE SITE'S STORMWATER CONTROL SYSTEM (I.E. DRYWELL I °F I3 II A--204 3D VIEW 2 SIZING), WAS CALCULATED WITH THE ANTICIPATION OF THIS GARAGE SIZE. 8SCANSTICKER 12 A--205 PHOTO 3 13 A--206 13D VIEW 3 OWNER: _ ?,13 ND ABIDIN AND PHYLLIS KANDIC N D. MAS RAE 25� �N ADDRESS: ARCHITECTURE ENGINEERING CONSULTING P,C 330 WEST 38 STREET,#309 57130 MAIN ROAD NEW YORK, NY 10018 TEL: 212 380 6114 ASPHALT SOUTHOLD, NY 11971 FAX: 212 918 3439 2�° • sow PARKING EMAIL: INFO@NODENYC.COM �oF � `�opRG WWW.NODEARCHITECTURE.COM O o, �� e TAX MAP: REVISION SCHEDULE 1000-63-4-5 . 3 \o; NO# DATE BY DESCRIPTION 072 ACRES .01 1/24 GATES 0 N/O/F o . PROJECT ADDRESS: r r1- �' � SAUNDRA PERRY o -9 G° (BUSINESS) \ N 57130 MAIN ROAD ���-�, (PUBLIC WATER) 2 STORY DWELLING SOUTHOLD, NEW 2320 SF YORK 11971 DOS o Z, zpN�N Rio 4 BEDROOM PROJECT SCOPE: �4 3 1/2 BATHROOM N 5 Z o 06 902 \e °�P-6D `9 �� I STORY ACCESSORY DRAWING TITLE: z�N.- Rio DR��EwAY � 452 SF SITE PLAN s`00" ,s I BATHROOM 09/05/17 �. PROPOSED GARAGE STAMP — \ 0- \0" 2 CAR CAPACITY ED Ape \ C" �`%2s LL ° 540 SF Bldg Dept copy from ZBA Final reviewed documents 9 5 ZBA File# -71110 \� Nj CO ° \ Date: U / \ 9)• 037199 y0/ v' F OF NES u' o \ ��° �20Cgs h� JP�� ��l PROJECT# 222 / DRAWINGiF �P \ N A--100 �j,cJ GJ, LQ 2 OF 13 n VICINITY PLAN \ BSCAN STICKER 1" = 50'-0" PROPERTY 140.29' N 750 43'20" E ARCHITECTURE ENGINEERING CONSULTING P.C. 330 WEST 38 STREET,#309 -- - NEW YORK, NY 10018 TEL: 212 380 6114 FAX: 212 918 3439 EMAIL: INFO@NODENYC.COM WWW.NODEARCHITECTURE.COM REVISION SCHEDULE w NO# DATE BY DESCRIPTION U) w A CO CO .01 1/24 GATES 0 IL PROJECT ADDRESS: 0 57130 MAIN ROAD SOUTHOLD, NEW YORK 11971 PROJECT SCOPE: 25'-0" 18'-7" PROPOSED SETBACK o DRAWING TITLE: 0 GARAGE ROOF PLAN Lf L DATE: PROPOSED 09/05/17 DRIVEWAY STAMP I FRED A% 00 -PROPOSED 1> ov GARAGE C"I - - - - - - - - - - 0 Bld 9 D t copy from ZBA - - - --- - Final re lewed documents 037 ZBA Fil Date: PROJECT# 222 4i—M__ DRAWING# L -1011 /V _T I '17_LT�7 I -I-- L T A L f L,,-j __f A-_i -L f, I J J L 1 1, 1. r L A_ L- I J -L j I—, OF f L 3 13 BSCAN STICKER Y j ,_ NN.0-IEE PROPERTY 140.29' N 750 43'20" E ARCHITECTURE ENGINEERING CONSULTING P.0 330 WEST 38 STREET,#309 NEW YORK, NY 10018 TEL: 212 380 6114 FAX: 212 918 3439 EMAIL: INFO@NODENYC.COM WWW.NODEARCHITECTURE.COM u REVISION SCHEDULE IM NO# DATE BY DESCRIPTION U) Nw 10 A--112 cn A .01 1/24 GATE 22 0 IL PROJECT ADDRESS: ck� 01 57130 MAIN ROAD SOUTHOLD, NEW YORK 11971 PROJECT SCOPE: 25'-0" 18'-7" PROPOSED SETBACK /777777�77777777/777=/ 7/7//7z—//777/7777, / 23'-4" J& o DRAWING TITLE: o GARAGE FLOOR PLAN 01 DATE: PROPOSED 09/05/17 DRIVEWAY STAMP A PROPOSED GARAGE 00 00 aED ARCy r N1 V SA 1`0 1-04-1 543 SF I? -4 c\j c\j ZBA Bldg De*t copy from 0371 Final reviewed cuments 4t _ OF NES ZBA File 7)11� 1-11 'Date: '91 1 /aao PROJECT* 222 DRAWING# /V A--102 - - 4 OF 13 BSCAN STICKER 77-7 - --- ti N 0 N---.00D ARCHITECTURE ENGINEERING CONSULTING P,C 330 WEST 38 STREET,#309 W NEW YORK, NY 10018 0 • TEL: 212 380 6114 23'-II 3/4" 18'-2 3/4" N FAX: 212 918 34391'r) ' EMAIL: INFO@NODENYC.COM :t-- =r-L PROPOSED SETBACK WWW.NODEARCHITECTURE.COM \ L � � • LO NEW 2 STORY DWELLING; REVISION SCHEDULE UNDER CONSTRUCTION z ' NO# DATE BY DESCRIPTION .01 1/24 GATES ---- N -_ - • PROJECT ADDRESS: ' 57130 MAIN ROAD SOUTHOLD, NEW YORK 11971 LLJ ' PROJECT SCOPE: O 00 CL I I • CO DRAWING TITLE: PROPOSED GARAGE ( EAST ELEVATION 'j DATE. 09/05/17 STAMP -1- -- - - - --= _ - - -- -- 1 ! --- 1177- IIIOV SA -- '11,- - - - _ i._=_i i i I—-- i i i - - I \ "9� 037199 Bldg Dept copy from ZBA OF NES Final reviewed d �umenta ZBA File# �1�M Date: ) / h PROJECT# 222 DRAWING# A -III 5 of 13 BSCAN STICKER - _- - j--� -f- r NN-0--'D --__1-- -T-- - ARCHITECTURE ENGINEERING CONSULTING P.C._ !. _- 330 WEST 38 STREET,#309 NEWYORK, NY 10018 T----Z--- --7-- - --[ .-L--1__-[_- I__-L-�-- J-- r. r TEL: 12 380 6114 J_-� ,----t----�----r---'- Z--t::: 'L T- -- :`-[ FAX: 212 918 3439 = ._L. NEW 2 STORY DWELLING; t. = L_,t_z: L�=-? t ` EMAIL: INFO@NODENYC.COM C I- "I -�__ "- _ J.- C r-I_ ---[-=-�=-r/ -L-r -a U DER CONSTRUCTION- —r -t __L-_r:_r_ _: WWW.NODEARCHITECTURE.COM =r-T - J L _Z -I -[ l_.T _ C �_[__L__1. L._ T=_7_=_ �_._r.=..T_._J.__ . ? ... , Z= r- 1 - _z= �- T C- REVISION SCHEDULE _7-.- 25'-0" I'-II 1/2"-- NO# DATE BY DESCRIPTION ---- -- A- ---�-�-- .01 1/24 GATES _ . . PROJECT ADDRESS: 57130 MAIN ROAD SOUTHOLD, NEW -- - YORK 11971 --_ -- PROJECT SCOPE: ao =- I ' CO PROPOSED GARAGE , DRAWING TITLE: NORTH ELEVATION DATE: 09/05/17 tj i STAMP / \ --- ---------- -- --_ ►-�_-I- RED AR \ ! \5� �PK0 SqR/Cy�J` - �- \-- I (P 037199 Bldg Dept copy from ZBA OF NES Final reviewed documents / ZBA File# -7))U — Date*.,2/ / PROJECT# 222 DRAWING# A--I12 6 DP 13 BSCAN STICKER NN.0 ARCHITECTURE ENGINEERING CONSULTING P.C. 330 WEST 38 STREET,#309 NEW YORK, NY 10018 TEL: 212 380 6114 FAX: 212 918 3439 ® 18'-2 3/4" 23'-II 3/4" EMAIL: INFO@NODENYC.COM PROPOSED SETBACK WWW.NODEARCHITECTURE.COM -i L NEW 2 STORY DWELLING; ip �=;�, REVISION SCHEDULE UNDER CONSTRUCTION NO# DATE BY DESCRIPTION- LL, ESCRIPTIONw �_-- O .01 1/24 GATES N PROJECT ADDRESS: • 57130 MAIN ROAD SOUTHOLD, NEW z YORK 11971 PROJECT SCOPE: Iall co N � O � • - DRAWING TITLE: WEST ELEVATION fy w PROPOSED GARAGE DATE: o 09/05/17 0 ry I � STAMP - SA - -- --- I - -_-- -- I � - I1-_ _= IIIII _ I-! ! ! ! II , I , (P *' , �- Bldg Dept copy fromjqe BA 9�F 037199 Final reviewed docunts OF NE� ZBA File# a -711 Date: / / _ PROJECT# 222 DRAWING# A--113 7 OF 13 BSCAN STICKER N D. ARCHITECTURE ENGINEERING CONSULTING P.C. 330 WEST 38 STREET,#309 - NEW YORK NY 10018 Y '• TEL: 212 380 6114 FAX: 212 918 3439 EMAIL: INFO@NODENYC.COM xk.d: r _ �w'• r .tir,. ?fir, , ?, VWVW.NODEARCHITECTURE.COM REVISION SCHEDULE — ��� = , NO# DATE BY DESCRIPTION .01 1/24 GATES z� PROJECT ADDRESS: 57130 MAIN ROAD M` SOUTHOLD, NEW YORK 11971 PROJECT SCOPE: i -- - -------. ---- - - -r DRAWING TITLE: PHOTO DATE. 09/05/17 s -.'b �,.,�, �+k. �•Ta j�y�v �:n�, yI'" t s STAMP ,`,l"Y � � a. ,\�• - _ r... *.��,,� ,�. ,+ s M' r�' a '�' RED A toi _: t'� w. LEGEND PHOTO FACING EAST, TOWARDS THE FRONT OF THE HOUSE, TAKEN APPROVED CON FROM THE RIGHT-OF-WAY ALONG THE WEST PROPERTY LINE . STAKEOUT MARKERS PLACED AT CORNERS OF THE EXTENT OF �'�o 37199 ° Bldg Dept Copy from ZBA N RUCTION . Final reviewed documents - ----------- PRaP l_1�vE ?ZBA File # —7110 PROJECT# 222 :Date: / p j STAKEOUT MARKER D4A JlING# A--201 8 OF 13 8SCAN STICKER ARCHITECTURE ENGINEERING CONSULTING P,C. 330 WEST 38 STREET,#309 NEW YORK, NY 10018 TEL: 212 380 6114 FAX: 212 918 3439 a EMAIL: INFO@NODENYC.COM WWW.NODEARCHITECTURE.COM REVISION SCHEDULE NO# DATE BY I DESCRIPTION pr 01 1/24 GATES r PROJECT ADDRESS: " 57130 MAIN ROAD .: SOUTHOLD NEW YORK 11971 PROJECT SCOPE: DRAWING TITLE: 3D VIEW I DATE: 09/05/17 STAW (��F- ARC 0 SA RENDERING VIEW TAKEN FROM SIMILAR POSITION AS PHOTO I OF A--201 . THIS VIEW SHOWS THE HOUSE , ACCESSORY STRUCTURE IN THE �90379� BACKGROUND TO THE RIGHT, AND THE GARAGE IN THE MIDGROUND TO iBldg Dept copy from ZBA I� Final reviewed documents �FpFNE� THE LEFT. lZBAFlle# �I�Ip Date:/ / UI PROJECT# 222 DRAWING# A--202 9 OF 13 BSCAN STICKER ARCHITECTURE ENGINEERING CONSUITING P.0 330 WEST 38 STREET #309 NEW YORK, NY 10018 4k TEL: 212 380 6114 " 14' FAX: 212 918 3439 EMAIL: INFO@NODENYC.COM VVWW.NODEARCHITECTURE.COM f .r� REVISION SCHEDULE T NO# DATE BY DESCRIPTION .01 1/24 GATES PROJECT ADDRESS: 57130 MAIN ROAD — -- _ _— --— SOUTHOLD, NEW a, . —— --- -----— YORK 119 71 PROJECT SCOPE: • ;. " • DRAWING TITLE: PHOTO 2 • DATE: 09/05/17 STAMP - - • res. :'r. x ' +, •� 'f�<*+'•�... �.''".�, �,_ :9$' i ,� 1 �.._''Ec , �.:.a::. ..*ate: �.a Q<C/ n� LEGEND PHOTO FACING SOUTHEAST, TOWARDS THE FRONT CORNER OF THE _ APPROVED CONSTRUCTION HOUSE, TAKEN FROM THE CORNER OF THE RIGHT—OF—WAY ALONG THE WEST PROPERTY LINE AND THE NORTH PROPERTY LINE INTERSECTION . .17199 'PRbPETr I-NE STAKEOUT MARKERS PLACED AT CORNERS OF THE EXTENT OF Bldg Dept copy from ZBA — CONSTRUCTION . OF N Final reviewed documents PROJECT# 222 LO STAKEOUT MARKER i041v��t FII• �I� , , � �I DGV+IVGa A--203 10 of 13 BSCAN STICKER r" ARCHITECTURE ENGINEERING CONSULTING PIC, 330 WEST 38 STREET,#309 NEW YORK, NY 10018 TEL: 212 380 6114 FAX: 212 918 3439 EMAIL: INFO@NODENYC.COM WWW.NODEARCHITECTURE.COM REVISION SCHEDULE NO# DATE BY DESCRIPTION i .01 _: 1/24 GATES PROJECT ADDRESS: r " ► 57130 MAIN ROAD SOUTHOLD, NEW YORK 11971 -dog PROJECT SCOPE: DRAWING TITLE: 3D VIEW 2 DATE: 09/05/17 STAMP GRED ARC OV SA RENDERING VIEW TAKEN FROM SIMILAR POSITION AS PHOTO 2 OF A--203 . THIS VIEW SHOWS THE HOUSE , AND THE GARAGE IN THE MIDGROUND TO THE LEFT . o037199 � FN jBldg Dept copy from ZBA PROJECT# 222 Final reviewed doF ments ZBA File; # -71l If A--204 I I of 13 BSCAN STICKER O ARCHITECTURE ENGINEERING CONSULTING P.C. 330 WEST 38 STREET,#309 i NEW YORK, NY 10018 TEL: 212 380 6114 FAX: 212 918 3439 r, EMAIL: INFO@NODENYC.COM VWVW.NODEARCHI TECTU RE.COM REVISION SCHEDULE NO# DATE BY DESCRIPTION .01 1/24 GATES PROJECT ADDRESS: Gommj 57130 MAIN ROAD SOUTHOLD, NEW z YORK 11971 PROJECT SCOPE: 4 " DRAWING TITLE: PHOTO 3 DATE: 09/05/17 STAMP 'GRED ARC �P�ov SA y/�n� LEGEND PHOTO FACING NORTHWEST, TOWARDS THE SOUTHEAST CORNER OF APPROVED CONS R T N THE GARAGE, TAKEN FROM INSIDE THE STAKED OUT AREA OF' THE HOUSE. STAKEOUT MARKERS PLACED AT CORNERS OF THE EXTENT OF 9T�pF7NE`N�o 'PR�P�T� L IE CONSTRUCTION . (Bldg Dept copy from ZBA PROJECT# 222 Final reviewed documents STAKEOUT MARKER 28A Re � `T I)�S DRAWING. ,�at / o A--205 12 P 13 RSCAN STICKER Olt �. ARCHITECTURE ENGINEERING CONSUITING P C 330 WEST 38 STREET,#309 NEW YORK, NY 10018 TEL: 212 380 6114 INFFAX: 212 918 3439 EMAIL: O@NODENYC.COM WWW.NODEARCHITECTURE.COM = . REVISION SCHEDULE NO# DATE BY DESCRIPTION .01 1/24 GATES PROJECT ADDRESS: 57130 MAIN ROAD SOUTHOLD, NEW YORK 11971 ^-. PROJECT SCOPE: DRAWING TITLE: 3D VIEW 3 I - DATE: 09/05/17 f,, s ✓ E ,•s �'` S��RED ARC RENDERING VIEW TAKEN FROM SIMILAR POSITION AS PHOTO 3 OF A--205 . THIS VIEW SHOWS THE HOUSE , THE CORNER OF THE BREEZEWAY KITCHEN, AND THE BACK OF THE GARAGE FROM THEo0371 ° MIDDLE TO THE RIGHT OF THE RENDERING . PROJECT# 222 Bldg Dept copy from ZBA Final review documents DRAWING# ZBAFile71( e A--206 �Date:.21 t / � � � 13 F 13 BSCAN STICKER 4 5 : 57130 MAIN ROAD , SOUTHOLD , NY 11971 ARCHITECTURE ENGINEERING CONSULTING K, 330 WEST 38 STREET,#309 NEW YORK, NY 1001$ RYj NGLE FAMILY DWELLINGTEL: 212 380 6114 p� FAX: 212 918 3439 EMAIL: I NFO@NODENYC.COM WWW.NODEAEC.COM CONSULTANTS: --� SCALE: 12" = I'-0" y . 1 I. ` Y g t, 7 f V S i4 c „ y ' DRAWN BY: NODE P.C. Al , roc ✓9 -low WIN -- NEW 2 STO si ------. CHECKED BY. NODE P.C. " — NODE STAMP & SIGNATURE 7k ...« } r; OWNER: all - . a_ z R y 4yj v e REVISIONS/ISSUES SCHEDULE 4 T NO# DATE DESCRIPTION .01 8/14 POST APPROVAL INDEX OF GENERAL SHEETS INDEX OF MECHANICAL SHEETS . PAGE NUMBER SHEET NUMBER SHEET NAME PAGE NUMBER SHEET NUMBER SHEET NAME I G-100 ICOVER SHEET 19 M-001 MECHANICAL NOTES AND SPECIFICATION 2 G-101 GENERAL NOTES 20 M-002 MECHANICAL NOTES AND SPECIFICATION 3 G-102 ITABLES FOR GENERAL NOTES 21 M-101 IST FL MECHANICAL PLAN C, 22 M-102 2ND FL AND ATTIC MECHANICAL PLANS 23 M-500 IMECHANICAL DETAILS j. INDEX OF ARCHITECTURAL SHEETS INDEX OF PLUMBING SHEETS PROJECT ADDRESS: PAGE NUMBER SHEET NUMBER SHEET NAME PAGE NUMBER SHEET NUMBER SHEET NAME 57130 MAIN ROAD 4 A-001 ZONING 24 PL-001 NOTES, SITE PLAN SOUTHOLD, NY 11971 5 A-100 SITE 25 PL-101 IST FL PLUMBING PLAN 6 A-101 FOUNDATICN 26 PL-102 2ND FLOOR PLUMBING PLAN 7 A-102 IST FLOOR PL-201 PLUMBING ELEVATIONS 8 A-103 2ND FLOOR 127 PL-300 IRISER DIAGRAMS 9 A-104 ROOF PLAN 10 A-105 ROOM FINISH PLANS AND SCHEDULE INDEX OF ELECTRICAL SHEETS 11 A-201 EXTERIOR ELEVATION 12 A-202 EXTERIOR 'ELEVATIONS PAGE NUMBER SHEET NUMBER SHEET NAME 13 A-301 BUILDING SECTIONS 28 E-001 ELECTRICAL SPECIFICATIONS 14 A-302 WALL SECTIONS 29 E-101 ELECTRICAL RISER DIAGRAMS AND SCHEDULES 15 A-501 DETAILS 30 E-102 IST FLOOR POWER PLAN 16 A-502 DETAILS 31 E-103 2ND FLOOR POWER PLAN 17 A-601 DOOR SCHEDULE 32 E-104 IST FLOOR LIGHTING PLAN > 18 A-602 WINDOWS SCHEDULE 33 E-105 2ND FL LIGHTING PLAN PROJECT SCOPE: z SINGLE FAMILY O Of . HOME I E► 0 CD(\j I J W C) O J ELI Z REVISION ' . 01 ' SHEET LIST W I PAGE NUMBER SHEET NUMBER SHEET NAME Lu I G-100 COVER SHEET of 0 4 A-001 ZONING 0 5 A-100 SITE DRAWING TITLE: 0 6 A-101 FOUNDATION COVER SHEET 7 A-102 IST FLOOR 0 8 A-103 2ND FLOOR U) z 9 A-104 ROOF PLAN 0 c/) 10 A-105 ROOM FINISH PLANS AND SCHEDULE w 11 A-201 EXTERIOR ELEVATION Lu 12 A-202 EXTERIOR ELEVATIONS I— 13 A-301 BUILDING SECTIONS 0 14 A-3 WALL SECTIONS U- 0 0 15 A-501 DETAILS I— 17 A-601 DOOR SCHEDULE 0 18 A-602 WINDOWS SCHEDULE 0 x cin PROJECT# 222 0 Y DRAWING# REVISION# W G_-100 . 01 1 OF 33 o BSCAN STICKER Q a rz Lu U 2 . 3 4 5 , I 2 3 4 5 6 ZONING INFO ADDRESS: 57130 MAIN ROAD, SOUTHOLD, N.Y. 11971 LOT AREA: 31377 SF o — SECTION #63 LOT #5.3 BLOCK.# 4 RESIDENCE R-40 DISTRICT RESIDENTIAL ZONING ANALYSIS ARCHITECTURE ENGINEERING CONSULTING P,C, 330 WEST 38 STREET,#309 SECTION REQUIRED / ALLOWED BY ZR PROVIDED / ACTUAL NEW YORK, NY 10018 280 ATTACHMENT 3 II MINIMUM REQUIREMENTS FOR I FAMILY DWELLING: TEL: 212 380 6114 BULK SCHEDULE FAX: 212 918 3439 Rp p,D FOR RESIDENTIAL LOT SIZE: 40,000 SF EXISTING LOT AREA= 31377 SF (0.72 ACRES) EMAIL: INFO@NODENYC.COM E MA ' • 25� RI40RDIISTRICT LOT WIDTH: 150 FT �"NODEAEC"COM c EXISTING LOT WIDTH: 145' 6" \�•� •J • CONSULTANTS: LOT DEPTH: 175 FT TIN EP LOT COVERAGE: 20% MAX. LOT COVERGE= 31377 x 0.20 = 6275.4 SF. .oi N 150 tk3 20„ PROPOSED LOT COVERAGE = 5424.5 SF 16.\6' FRONT YARD: 40 FT S D \iso SIDE YARD: 15 FT PROPOSED 15 FT SCALE: As INDICATED \ s BOTH SIDE YARDS: 35 FT PROPOSED 55 FT DRAWN BY: NODE P.C. o� REAR YARD: 50FT P 5 CHECKED BY: NODE P.C. NODE STAMP & SIGNATURE LIVABLE FLOOR AREA PROPOSED IST FL= 1188 SF 60� (PER DWELLING UNIT): 850 SQ. FT °I 2ND FL= 1132 SF ' so,. \ TOTAL: 1188+1132= 2320 SF \, O � MAX. BUILDING HEIGHT: 35 FT OP ST ND - 8" \ \ MAX. # OF STORIES: 2 1/2 / I 275-3 D SETBACKS NOT WITHIN WETLAND BOUNDARY \ FINDINGS; PURPOSE; (A) WETLAND BOUNDARY JURISDICTION; [5] SWIMMING POOL AND RELATED STRUCTURES: 50 FT SETBACKS O \ (B) TOP OF BLUFF NOT WITHIN WETLAND BOUNDARY �. 'p [4] SWIMMING POOL AND RELATED STRUCTURES: 100 FT = \ 280-13 A PERMITTED USES OWNER: .9� • ` USE REGULATIONS (1) ON EACHILOT DETACHED DWELLING, NOT TO EXCEED ONE DWELLING PROPOSED ONE FAMILY, ONE DWELLING IABIDIN KAND I C \ C ANY SWIMMING POOL SHALL BE COMPLETELY ENCLOSED WITH A PROPOSED SWIMMING POOL FENCE WITH SELF-CLOSING, �> (4) PERMANENT CHAIN LINK (OR SIMILAR TYPE) FENCE OF NOT MORE SELF-LATCHING DOOR (A) THAN 2-INCH MESH, NOT LESS THAT 4 FEET IN HEIGHT, ERECTED, 6, MAINTAINED & PROVIDED WITH A SELF-CLOSING, SELF-LATCHING >>• GATE TO PREVENT UNAUTHORIZED USE OF THE POOL & TO PREVENT ACCIDENTS. HOWEVER, IF SAID POOL IS LOCATED MORE THAN 4 FT ABOVE THE GROUND, THEN A FENCE IS NOT REQUIRED, PROVIDED \ THAT ALL POINTS OF ACCESS TO SAID POOL ARE ADEQUATELY PROTECTED BY A SELF-CLOSING, SELF-LATCHING GATE. \ 280-78 A I-FAMILY DETACHED DWELLING: 2 SPACES PER DWELLING PROPOSED TWO-CAR GARAGE REVISIONS/ISSUES SCHEDULE OFF-STREET \ PARKING AREAS NO# DATE DESCRIPTION \ 280-137 A DESIGN CONSIDERATIONS PROPOSED TWO CAR GARAGE WITH SEPERATE DOOR .01 8/14 POST APPROVAL STANDARDS FOR (8) GARAGES SHOULD BE SET BACK FROM THE FRONT FACADE OF THE RESIDENTIAL SITE (G) BUILDING. TWO-CAR GARAGES SHOULD EITHER HAVE A SEPARATE \ / PLANS DOOR FOR EACH BAY OR HAVE THE APPEARANCES OF AN J' INDIVIDUAL DOOR FOR EACH BAY. \• 0 280-15 IN THE AGRICULTURAL-CONSERVATION DISTRICT & LOW LOT SIZE: 31377 SF J, 1�0 2q' 60, ACCESSORY DENSITY RESIDENTIAL DISTRICTS, ACCESSORY BUILDINGS PROPOSED HEIGHT: II FT 0 L' BUILDINGS AND AND STRUCTURES OR OTHER ACCESSORY USES SHALL BE PROPOSED SIDE YARD: 15 FT C • , \ 'oo- STRUCTURES LOCATED IN THE REQUIRED REAR YARD. PROPOSED REAR YARD: 50 FT \ B BUILDINGS WITH A SLOPING ROOF SHALL BE SUBJECT N 150 43'20 E TO THE FOLLOWING HEIGHT AND SETBACK LIMITATIONS: PROJECT ADDRESS: Z o of LOT SIZE: 20,000 - 39,999 \ 6 MAX. HEIGHT: 18 FT �._1\kI6" MIN. SETBACKS FOR SIDE AND/OR REAR YARD: 10 FT 157130 MAIN ROAD °116" SOUTHOLD NY 11971 � $9 C SUCH BUILDING SHALL NOT EXCEED 750 SQ. FT ON LOTS PROPOSED 336 SF � 20,000 SOFT TO 60,000 SQ.FT NOR .01 \ o� `� S \ 5''10 1,611 51 b, �> 5j6 o S 12''Z 22'_6112 4" 6 z 11 \ PROJECT SCOPE: z SINGLE FAMILY s, \° \ HOME 00 Co Lu o �•�` ' \ O w \ \ w \ 0 DRAWING TITLE: \\ ZONING • \ 0 \ �� 0 \ w \ X \ x Lu \ ?c• \ o _ 60 \ U- o A \ o� 0 0 PROJECT# 222 N DRAWING# REVISION# d 0 Lu A-001 . 01 4 OF 33 BSCAN STICKER 0 N I PAA — ZONING PLAN A-00� I ,I = 201 -011 U 2 3 1 4 I 5 6 I 2 3 4 5 6 0 — 140'-31/2" ARCHITECTURE ENGINEERING CONSULTING P,C 330 WEST 38\\ NEW YORK, NY 1001309 8 TEL: 212 380 6114 FAX: 212 918 3439 • \\ PROPERTY 140.29' N 750 43'20" E 23' - 3" EMAIL: INFO@NODENYC.COM WWW.NODEAEC.COM P ROPOSED �Q CONSULTANTS:� \\ ,, -o • .� \\ WATER SERVICE - -- 7 Z O O .� u- ,U� w SCALE: 3/32" = 1'-0" 0 PROPOSED N DRAWN BY: NODE P.C. DRIVEWAY \� 0 CHECKED BY: NODE P.C. i NODE STAMP & SIGNATURE ' \ \ 59'-0 1/8" \. \\ NORTH SETBACK LINE - \ - - - - - - - - 'UP — - - - - - - - - - — — — — — — — — - - — —_- — — — — — - - - - - - - - - - - - - - - / \ \ \ \ rr rsYr�r T7rt r 7 01 • / �� \ \ - ,_L�--, Y rrT- - - - -r .s r ;-7;r rs_r Tr r.r_r r-T'---- {f -s: -- °o _ - , -CT1I T 01 Y \ \ 4 0 \ 68''6" _ Y� r T -r NEW 2 STORY / — 's r'rLrrr -Yz - r- 7=SINGLE FAMILY DWELLING \ _ a a - UP t s - �' \ N Az air z T.ti - - z FIST FL. EL. 25' z 00 z N N X5,.0 Q OWNER: - E'� I PR ==a �. A I I—_r z { �� r = Seo AB I D I N KAN D I C I-t. .s - t \ w 44 T 1 i \ m s 'UP 5'-9 7/8" 7'-9 I/4" 25'-6' I/4[ 7'-9 I/4 5--10 7/86 -II 5/8" �1O NEW PATIO REVISIONS/ISSUES SCHEDULE y \m NO# DATE DESCRIPTION OUP ` C) ���" .01 8/14 POST APPROVAL 3 \ O 0\�" o \ j Q. N } d'= C C 7.L �-A 9 2 • \ \\ �,,0 31 ZZ \I PROJECT ADDRESS: • \\ , , >��, 57130 MAIN ROAD SOUTHOLD, NY 11971 .01 • \ \ 2a"i 0. \ 2 CO - \ -- cy \ _ — - ol �,A \ L , \ \ p 7.L PROJECT SCOPE: SINGLE FAMILY \\ 3' a --- __- .� o HOME I- B p 19' - 11 /2" \\ PARCEL 2 o a N \ 31,3 7 7 SQ. FT. W \ DISTRICT: 1000 \ SECTION: 63 \ BLOCK: 4 \ LOT: 5.3 w ` \ Q) \ O DRAWING TITLE: - SITE \ -- - \ - \\ w61 15 X \0 �j'J�50 1— \ �J o u- 24' - 10 1/2" \�C •" J O • � i � 0 o Q� x PROJECT# 222 DRAWING# REVISION# - --- LuA-100 . 01 5 OF 33 W i z N 0 BSCAN STICKER NPAA — SITE PLAN of w '\t!�o 3/32" = 1 ' -0" U 2 3 4 5 6 I 2 3 4 5 6 ooll—�D — 0 ARCHITECTURE ENGINEERING CONSULTING P,C 330 WEST 38 STREET,#309 NEW YORK NY 10018 52'-6 3/4" • TEL: 212 380 6114 • 49'-10 3/4" I '- I/4" FAX: 212 918 3439 EMAIL: I NFO@NODENYC.COM I'-4" - NORTH SETS LINE E WWW.NODEAEC.COM _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ A • CONSULTANTS: _ __ _ _ _ _ _ _- _ _ _ _ _ _ _ _ _ _ _ _^ r ° ° — — — — — — e — . — — °— — — — _ e _ _-n _ _°__ — — — — — — — a a a 47 N i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — of 20' -7" I 19' - 7" I L - J i I ' iv \\ • SCALE: 1/4" = 1'-0" DRAWN BY: NODE P.C. CHECKED BY: NODE P.C. \ ` NODE STAMP & SIGNATURE I I I 15'-9 1/2" I'-2" \ ` I \\ N N I I 20' -7.. 19' - 7 �\ \ p • \ 70 \ \ 20' -7" '\ V \ I 19' -7" I I \ \\ I I I \ OWNER: m ABIDIN KANDIC \ ° 20' -7' \ • \ I 19' -7" \ a 0 \ \tL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ N \ REVISIONS/ISSUES SCHEDULE \ • NO# DATE DESCRIPTION 2'-0" 49'-2 3/4" 2'-0" \ �r .01 \ 53'-2 3/4" \ .01 8/14 POST APPROVAL I'-2" 15'-1 1/2" 15'-7 1/2" 15'-1 1/2 1'-2" 6'-2 3/8"C .9 \ ' \ \ ° \ ° \\� • PROJECT ADDRESS: 57130 MAIN ROAD ° \ \� SOUTHOLD,El El ra. �p NY 11971 a: o `P \\ \ 20' -7" \ `\ \\ \ 1 19' - 7" \ `� > \\ \ \ \ \\ 01 PROJECT SCOPE: \ IT 7" \ SINGLE FAMILY \ \ < HOME 00 w \ \ 0 / \ \\ \ \ 19' - 7" a. z UJ i LLj DRAWING TITLE: _ FOUNDATION 0 \ .01 z \ 2 o \ \ 0 \ \ z \ w \ X \ o \ \ 0 \ \ N E o S PROJECT# 222 CL Iv DRAWING# REVISION* A-101 .01 6 OF 33 p `1 ' BSCAN STICKER N Of FOUNDATION PLAN 1/4" = 1'-0" Lu I 2 3 4 5 6 I 2 3 4 5 6 2 0 SHEET KEYNOTES ® — A-301 A-302 FUTURE SWIMMING POOL VARIANCE AND "'�...../ 53'-I I/2' APPROVAL NEEDED OVERALL— 37'-7 7/8" ARCHITECTURE ENGINEERING CONSUITING P.C. TO CENTER OF OPG — PLANTER 330 WEST 38 STREET#309 TO FACE O FRAME _ 5 I/2" II'-0 3/8" 3 I/2" 5'-3 I/4" 3 I/2" 5'-3 I/4" 3 I/2" 28'-6 /8" 5 1,+2" 12'-I I/4" 2 STREET, NEW #309 RK, NY 10018 TEL: 212 380 6114 NORTH SETBACK LINE O SLATE PATIO LAYED OVER BED OF GRAVEL AND FAX: 212 918 3439 UP - - - \ SAND EMAIL: INFO@NODENYC.COM _ - -- - — - - - - - — N WWW.NODEAEC.COM E i I - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 106 - - - - - - - - - - - - - -- - - ----N - - - - - - - - - -- - - - - --, � a „ - - - - - - - -- - - - / O / \ � O HALF WALL 36 H :n \ CONSULTANTS: / 2I \\ 9� fO °11ell WOOD BURNING FIREPLACE o :3 Li102 CLOSET T01 T71111111111 UP ra\o Zt� Lr) r+) to \\ o oO 26 SF 103 II II n u 6 F I - Il II II l i \ :0 in "� i - �__�_ -_u = _ _� _�__�_�__ o o \ 06 KITCHEN ISLAND N o 4 103 — 0 \ 101 UP \ - - LLA5'-2" 28 51/8 - - 5 2 I 3 SCALE. I/4 10 � g 10 it i/8 � r j — — A-302 \ o I 6 I \\ DRAWN BY: NODE P.C. i F — -� \ � F-112a' - 10 uz° / I \\ CHECKED BY: NODE P.C. r — \ NODE STAMP & SIGNATURE -- 1 N \ N /' - - --N ----- -- \� 2 LIVING/DINING/KITCHEN 2 \ N 2 ' — / A-301 5 1193 SF coi l �J .01 \ 24' - 10 v2" / OWNER: — ABIDIN KANDIC N \\ 50'-10 1/2" -1 \ 2 ; cp. Lr) \�\rn 2 2 2 2 7 'I ___� _ l09 los l07 (� \� I I 24 e vz I , y REVISIONS/ISSUES SCHEDULE L— 001 NO# DATE DESCRIPTION \ A-3o2 I \ 9'-1 5/8" 16'-9 1/2" 16'-9 1/2" 9'-2 1/8" 464 SF 01 8/14 POST APPROVAL 5 1/2" 50'-Il 3/4" 5 1/2" co \\ UP — I I 53'-I 1/2" I � \ I r \ I I I \I Z cS � \ \ � C) 10 3 2p \ — 5 5 C 16'-3 1/4" I6'-9 3/4" 16'-6 1/2" s w L, \ I I ACCESSORY / I / PROJECT ADDRESS: \ 3 BATHROOM \ i 113 57130 MAIN ROAD \� ACCESSORY ENTR 114 53 SF SOUTHOLD NY 11971 s \ --- -- --- F -�\ Q / 38 S ---------- i = 4 0 UP \ 115 cp \ \\ A-301 \ 24' - 10 1/2" / ACCESSORY POOL STORAGE I—ion 3 ul 24' - 9 1/2" 267 SF PROJECT SCOPE: o r \ �� SINGLE FAMILY \ \�, = HOME . B \ 00 \ q CD \ �_ o ' N \ \ O J \\\ \ g o 0 0 \\ \ MECHANICAL ROOM 3 00 \ - \ O \ 94 SF / \ 112 UAul \ � \ � DRAWING TITLE: rn IST FLOOR o \ z \ .01 cn \ \ Z \ w F- X \ � "' o \ 3 GOO, - -- A O . - A \ o - 0 \ i - s 222 N \\ PROJECT# 0- 0 \\ \ -- - DRAWING# REVISION# W N A-102 . 01 7 OF 33 N \ z \ - '-moi Q \ /- BSCAN STICKER i V) n 1 ST FLOOR PLAN 1/411 = 1'-011 U I I 2 3 4 5 6 2 3 4 5 6 0 SHEET KEYNOTES 0 OTERRACE --," D_ • ARCHITECTURE ENGINEERING CONSULTING PIC • O2 ATTIC ACCESS LADDER 330 WEST 38 STREET,#309 NEW YORK, NY 10018 TEL: 212 380 6114 I 2 A-302 • 3 FABBRIC RETRACTABLE AWNING BELOW FAX: 212 918 3439 01 OVERALL EMAIL: INFO NODENYC.COM A-3 • E 9'-1 1/4" 59'-0 1/8" 1 L ` V✓WW.NODEAEC.COM TO CENTER OF OPG ' 15'-II 7/8" 34'-10 5/8" 6'-II 7/8" — — CONSULTANTS: • 5 1/2" 13'-0 3/4" 3 1/2" 19'-10 I/4" 3 1/2" 13'-3 1/4" 3 1/2" 9'-10 5/8" 5 1/2" 0 FACE OF FRAME— — 3 3 N N _ - ul / 12'-11 1/2° 4'-5 1/2" II I 13'-2" it 9'-9 3/8" — "' • II • 0 0 (2)2x12 3 00 �, jj 3 HER CLOSET II Lo NII 203 IILoo SCALE: 1/4" = 1'-0" 4 i II "' 68 SF II 3 / ^ • ' •,I ___ M.BATH • x12 203 204 2048 DRAWN BY: NODE P.C. 2x12@16° O.C. MAX f' 2X12016" O.C. MAX 126 SF - ` CHECKED BY: NODE P.C. ,,,., HALL � I I II N_ 3 4 BEDROOM I 11 Lo 202 0 205 MASTER ROOM II A-3oz • NODE STAMP a SIGNATURE it 19'-9" 226 SF ; 13'-2" FOYER 11 204A 6'-3" �204C3'-5 3/8" • 158 SF O II 4 SF II r77 t /201 �5'-0" 4 3/4" 3'-5 5/8" 203A 1HIS CLOSET i) — — — — — "' 6x12 ---CliII B LOW / 1 r III eo / - - 2x12@16 N:C' a::: r\— r� .o1 / ` 208 N —:o :0 5 X — — xN II �2LAUND Y 1 v A-30123 SF � 3 212 / 11 4 BEDROOM 3 h II ao of \ •• OWNER: / BEDROOM 2 207 II `r' ABIDIN KANDIC 211 4 154 SF II 151 SF O O ^ I MASTER BEDROOM It loo \ N II �, I 206 11 205 — W cr N N BATHROOM ATHROOM — ' f 212 SF II — PX ' '' < /\ • 0 N\ • of 1 40SFII 402091 209 4 II ZxaO�br� G' gEcolco N II I II Lo y II N � \ • o I I II 3 3 II'-5 I/8" 5'-0" 110 0=7 5'-0" 10'-5 7/8" 1 3 17'-4 1/2" II b \ • j t �' REVISIONS/ISSUES SCHEDULE 5'-7 I/4° 5'-7 I/4" �n �� • NO# DATE DESCRIPTION 5 \ • • Lr) 9' / 12" N N a a I 1 - �' ' `\ .01 8/14 POST APPROVAL C\ja 4 0 2x6@16" O.C. MAX 4 �n �� \ 1 gE\,0 \ • 5 1/2" 5'-4 3/8" 5 1/2" 5'-8 1/2" 5 1/2" 4'-II 1/4" 3 1/2" 5'-I 1/4" 3 1/2" 10'-7 1/8" 3 1/2" 5'-4 7/8" 5 1/2" 5'-8 1/2" 5 1/2" 5'-5 3/8" 51/2" 5'L 11-5'-II 5/8" 5 1/2" 6y,\?' \ oO 5'-9 7/8" 3 -3 3/4 3'-3 3/4 2'-10 5/8' 4'-4 3/4 6 -2 1/8 13 5 1/2 3 -3 3/4 3 -3 3/4" 5 -10 7/8 I 5 -il 5/8 G, C I \ 2xa®\b \ N 1 NI N 3 N I N N \ / O 10 10 .0 10 .O t I I 9 � ' \\ PROJECT ADDRESS: A-302 \ \ 57130 MAIN ROAD SOUTHOLD, NY 11971 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ \ 6x12 r I r 7'-10" 8'-5" 8'-5" 8'-5" 8'-4 1/4" 7'-11 1/4" \ \ \ I I \°31 U \ o \ A-301 \ �0 O'" \ \ \K O' N \\ \\�''• 2k/0 �` \ PROJECT SCOPE: SINGLE FAMILY b• 0• \ B �Zx��\\ \ HOME 00 CD \ + 0 G MP* \ C> o \ \ \ \ \ 4D \\ Lu \ \ U \ � W \ � � i DRAWING TITLE: 0 ` ' ' 2ND FLOOR Z 0 Z W X w 0 0 U- 0 � A 0 J O 2 H N PROJECT# 222 a 0 N r DRAWING# REVISION# Lu A-103 . 01 8 OF 33 o BSCAN STICKER 0 a n 2ND FLOOR PLAN N1/4" = 1'-0" U I 2 3 4 5 6 I 2 3 4 5 6 O SHEET KEYNOTES o — OONLY "SIP" SHALL OVERHANG THE WALL PERIMETTER ARCHITECTURE ENGINEERING CONSULTING P,C O2 PROVIDE FLASHING 330 WEST 38 STREET,#309 2 NEW YORK, NY 10018 I TEL: 212 380 6114 A-3o1 A-302 OGUTTER FAX: 212 918 3439 62'-II 1/8" EMAIL: INFO NODENYC.COM E WWW.NODEAEC.COM - CONSULTANTS: 9.f / 12" 9" 1 12+— / 9- / 12" 9" / 12 — — — — — — — — — \�N,n — — — — — — — — — — — — — — — — — — — — — — — — —00 N ti+` `��% N ti+` SCALE: 1/4" 2x10 2 2x10 (2) DRAWN BY: NODE P.C. 2X10(116" O.C. MAX CHECKED BY: NODE P.C. ■ 3 iV I NODE STAMP 8 SIGNATURE N N N A-302 ■ i I 2x12 O 2 I I 2 A-30 „ �_ 2x6012" O.C. -3o1 00 2xl 16 MAX—MAX 2 I O.C. MAX OWNER: ABIDIN KANDIC Lo I (2)2x10 (2)2X10 (2)2X10 I I +�o \/O +�o \_ _o REVISIONS/ISSUES SCHEDULE `L NL — — — — — — — — — — — — — — — — — — — — — — o 77 cl-j — — — — - NO# DATE DESCRIPTION co / 12" 9" 12�\ .01 8/14 POST APPROVAL N 1-2 rL - - - - - — -- � 9 / 12 9 / 12 I '�' 9" / 12" 9" / 12" A_302 c ROOF PLAN <A-3 01 PROJECT n ADDRESS: 114" = 11-0" 57130 MAIN ROAD SOUTHOLD, NY 11971 I 2 A-301 A-302 - - - PROJECT SCOPE: ,�% �,��/ ��%1 SINGLE FAMILY < 11 II 11 B HOME � / II n II n 3 CD II II II 11 � — — � / A-3o2 L 2x10016" O.C. MAX Ij 1; 2x10016" O.C. MAX I I1- 2x10016" O.C. MAX ' II II 11 II CD / 11 II 11 II 1 / 11 II II-II w IL----JI 0 1�- I IIS I j � II J II 1--lemme II'--III I11w 1I X 11 11x`I IIC\i11 II W 2 / I1 vII 11 v / 2� Q-3o1 / /� I A-301 � j 11 II II 11 DRAWING TITLE: � II II 11 It / II II ROOF PLAN � It II ii ii 0 ii ii II II / oElm Lij L11111111�111111111A ' ' ////////XX Lu F_ 0 0 LL 0 � A 0 J O 2 PROJECT# 222 EL r DRAWING# REVISION# \7r= - ui N IA-104 . 01 9 OF 33 z A-301 SCAN STICKER 0of Q Q of n ATTIC PLAN W In 1/411 = 1'-0" U 2 3 4 5 6 I 2 3 4 5 6 ROOM FINISH SCHEDULE 0 - - ROOM WALLS FINISHES CEILING �...,/ TLOOR NUMBER NAME AREA PERIMETER FLOOR FINISH NORTH EAST SOUTH I FL WEST FINISH HEIGHT NOTES ARCHITECTURE ENGINEERING CONSULTING P,C o IST FL 001 SUMMER KITCHEN 464 SF 101' - 6 7/8" SLATE PATIOSIDING 8' - 0" 330 WEST 38 STREET,#309 HER CLOSET IST FL 101 LIVING/DINING/KITCHEN 1193 SF 182' - II 1/2" HARDWOOD FLOORING PAINT PAINT PAINT PAINT PAINT 9' - 8 1/2" NEW YORK, NY 10018 203 IST FL 102 CLOSET 26 SF 20' - 3" CERAMIC TILE PAINT PAINT PAINT PAINT PAINT 9' - 8 1/2" TEL: 212 380 61 14 M.BATH IST FL 103 TOILET 26 SF 20' - 3" CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE PAINT FAX: 212 918 3439 9' - 8 1/2" HALL EMAIL: INFO@NODENYC.COM 202 204 IST FL 104 PROPOSED GARAGE 540 SF 92' - 11 1/2" CONCRETE PAINT PAINT PAINT PAINT PAINT 17' - 4 1/16" E BEDROOM I - IST FL 110 ACCESSORY POOL STORAGE 267 SF 65' - II 3/4" CERAMIC TILE PAINT PAINT PAINT PAINT PAINT 17' - 9 7/16" WWW.NODEAEC.COM ASTE ROOM SF 25 - 3 9/16CERAMIC TILE PAINT PAINT PAINT PAINT PAINT 8' - 0" 201 FOYER IST FL III ACCESSORY ENTRY 38 ' " 205 IST FL 112 MECHANICAL ROOM 94 SF 47' - 5 1/2" CERAMIC TILE PAINT PAINT PAINT PAINT PAINT 17' - 7 21/32" CONSULTANTS: .01 IST FL 113 ACCESSORY BATHROOM 53 SF 37' - 4 7/16" CERAMIC TILE CERAMIC TILE CERAMIC TILE I CERAMIC TILE CERAMIC TILE PAINT 8' - 0" L UNDR HIS CLOSET no 2ND FL 2ND FL 201 BEDROOM 1 158 SF 50' - 3" HARDWOOD FLOORING PAINT PAINT PAINT PAINT PAINT 10' - 0" / 2ND F 202 HALL 2 6 SF 75' - 4 9 16" HARPWOOD FLO RING PMT PAINT P T PAINT PAI T 10' FL LOS 68 S 3 - I/2" RDWO OORI AI NT PAIN AINT - 0" 2ND FL 203A HIS CLOSET 17 SF 21' - 4 3/4" HARDWOOD FLOORING PAINT PAINT PAINT PAINT PAINT 8' - 0" ND F 04 ATH I - 6 7 CER ILE CE TILE AMI C C TI RAMI P 10' " 2ND FL 205 MASTER ROOM FOYER 74 SF 40' - II 5/8" HARDWOOD FLOORING PAINT PAINT PAINT PAINT PAINT 10' - 0" SCALE: 3/16" = 1'-0" O " O 2ND FL 206 MASTER BEDROOM 212 SF 61' - 9" HARDWOOD FLOORING PAINT PAINT PAINT PAINT PAINT 10 - 0" BATHR00 BATHROOM 2ND FL 207 BEDROOM 3 154 SF 51' - 1 1/4" HARDWOOD FLOORING PAINT PAINT PAINT PAINT PAINT 10' - 0" DRAWN BY: NODE P.C. C-2-10L 209 2ND FL 208 LAUNDRY 23 SF 20' - 3 1/4" HARDWOOD FLOORING PAINT PAINT PAINT PAINT PAINT 8' - 0" BEDROOM 2 BEDROOM 3 MASTER BEDROOM 2ND FL 209 BATHROOM 40 SF 26' - 0" CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE PAINT 8' - O" CHECKED BY: NODE P.C. 2112-0 7-1 206 2ND FL 210 BATHROOM 40 SF 26' - 0" CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE PAINT 10' - 0" NODE STAMP & SIGNATURE 0 0 2ND FL 1211 IBEDROOM 2 151 SF 51' - 6 3/8" HARDWOOD FLOORING PAINT PAINT I PAINT IPAINT 10' - 0" N D 2ND FLOOR — ROOM FINISH PLAN �3/ 11-01, OWNER: ABIDIN KANDIC LA LST OI LE I2 I3 IiF7 � - o 0 REVISIONS/ISSUES SCHEDULE I� NO# DATE DESCRIPTION NI .01 8/14 POST APPROVAL 0 C O , PROJECT ADDRESS: 57130 MAIN ROAD SUMMER KITCHEN 001 ° O / 00 � C 0 ' A > @ FE1 C E Y PROJECT SCOPE: z SINGLE FAMILY < HOME co 0 N _I 0 Lu0 O J Q 0' F-- Z w O W O O O DRAWING TITLE: 0 H AL ROOM FINISH PLANS 0 AND SCHEDULE Z O V) z w F- X w 0 O u- 0 O � A o J O 2 H con PROJECT# 222 DRAWING# REVISION# A-105 . 01 10 OF 33 Z O ofQ a IST FLOOR — ROOM FINISH PLAN N of W N I D 3/16" = 1'-011' U 2 3 I 4 5 6 I 2 3 4 5 6 SHEET NOTES O _ # NOTE _ I WOOD SIDING, SHIPLAP 2 11/4" LEDGESTONE TBD ARCHITECTURE ENGINEERING CONSUITING P,C, 3 DIMENSIONAL ASPHALT 330 WEST 38 STREET,#309 ROOFING SHINGLES NEW YORK, NY 10018 4 6" GUTTER WHITE, ALUMINUM TEL: 212 380 6114 WHITE FAX: 212 918 3439 �� •'.1° i 5 SOFFIT WOOD SIDING EMAIL: INFO NODENYC.COM EGGSHELL WHITE _. ... 6 ROOF AND PARAPET OUTLINE WWW.NODEAEC.COM 7 BELOW GRADE BUILDING CONSULTANTS: �:.:. r OUTLINE _ 0 y r�� co 0 Tc>r�j 'if`tlrP ATTIC SCALE: 1/4" - 1'-0" 46.44 DRAWN BY: NODE P.C. 4 CHECKED BY: NODE P.C. NODE STAMP & SIGNATURE 1 � � 4 3 0K-0 -_ 1 � o, JL L=j 1 .011111 -1 `� I oe " . 004 D �, — — — — 2ND FL r�1 Ya..l l N 36.00 0 \ v�.41 OWNER: �72 � rYL r1 1 r I y Y ,^tit r* o ° !• Y7: n7,1ABIDIN KANDIC 4.1 Y IXIr IOI �'2a� atx Hh3�_ ix { � 1ri � X — — I�rlN ` 110 a -� s III � S yrr( , r� ;f •I 3'V 8.� J1�ALn r �`N�"k' _ �N' _,,,� � �- ', h �-,, .N 'k"�'u •Y R', �I--{{•� r�, �k��' I 1Kl l tYr, r ' r 1I y� � ?( REVISION / ?• :,f ;': J, 14x; a 4 n �'R ki ': REVISIONS/ISSUES SCHEDULE IST FL 24.87 NO# DATE DESCRIPTION GRADE — — — — — — — 24.00 �- - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 01 8/14 POST APPROVAL T - - - - - - - - - - - - - - - - - - �- - r fi - - - 7 - - - - - - - - - -\ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � I — — — — — — — —� �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — in L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I-- - - - - - - - L- - - - - - - - - - L -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V — — — B.0 FOOTING 19.56 n WEST C1/41' = 1'-0" PROJECT ADDRESS: 000 57130 MAIN ROAD SOUTHOLD, NY 11971 J .01 gg , W — ATTIC 6.44 3 PROJECT SCOPE: . 4 SINGLE FAMILY < HOMEB 00 4 \ CD r` t� 3 5 205 OI o Nj �® + - o W o 00N O Q 6 2 D FL z 36.00 w I N W \ U) — co If7d �F I � r� 5 DRAWING TITLE: J LV, H vviN` 4l � ,v k ,vH' r I -,v '• ( Ky �,,?'/ fir �!H N ELEVATION -. i� �� �� { ext-•—�s '")`�' I r � II� ' T�>L�— pti[sT� h-� `,S N`.al. � o , 1 5 I f .# i j — Z q. ui f c;- - f"-_ 1 i � ft f ''• , ��� r I/Z T }�.,A' ' Pti y. �'�, cT 77 Wt F— '3"u�� '� lF ',}rr 1 r r r'• ) '� ✓�w= 'u�,,l.� '1 1r't+� I �+f��� �� { �7 �� � Y l f J,r t3/ '1 c - OO _,. _ l� � �mm r'`.lS�` -I`�'�: '`"�-��"t'`,}S `?�: c'3 ''N==s�'�y�' _ '�`'�'Ch '�':1' �...i .� r`t �'?.`; J�-'.1r" ..�- .�. k a.> l }n l , a[._R. 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I TFL O / ^ _ 4.87 0 GR .OE0 cin I PROJECT# 222 Lo H 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - —I DRAWING# REVISION* le - - - - - - - - - - - - - - - - - - - -I � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -J — — — — — — — — — B.0 FOOTING A-201 . 01 11 of 33 w L - - - - - - - - - J - - - - - - - - - - - - - - 19.56 0 z o BSCAN STICKER Q N L EAST w 1/4" = 1'-0" U I 2 3 4 5 6 I 2 3 4 5 6 SHEET NOTES Q _ # NOTE _ 1 WOOD SIDING, SHIPLAP 2 1 1/4" LEDGESTONE TBD ARCHITECTURE ENGINEERING CONSULTING P.C. 3 DIMENSIONAL ASPHALT 330 WEST 38 STREET,#309 ROOFING SHIINGLES DDD NEW YORK, NY 10018 4 6" GUTTER WHITE, ALUMINUM TEL: 212 380 6114 WHITE FAX: 212 918 3439 5 SOFFIT - WOOD SIDING EMAIL: INFO@NODENYC.COM ^t EGGSHELL WHITE 6 ROOF AND PARAPET OUTLINE WWW.NODEAEC.COM 7BELOW GRADE BUILDING CONSULTANTS: OUTLINE y ai It t of C- .i 5, k co J N ATTIC 46.44 SCALE: 1/4" = 1'-0" 4 DRAWN BY: NODE P.C. 4 CHECKED BY: NODE P.C. ( NODE STAMP & SIGNATURE .. .4,. \ 00 I 3 0 u) O O N N 3 _ :. I,t 4 6 �,� t J — 4 — N 2ND FL 36.0000 O ,; �K I �'I •�7 8f 1^ r d } OWNER: fit, -P` _�1' �� jr rr' L. t ',i �._ ,� b�� s � �.k ,�.�_ � � ABIDIN KANDIC _k c„ k. "`j. �' 109 �� �� 108 �� p s J } �, -I- 107 �� III I x �;s7 10 112 Irl ; a E jl ri IST FL ; 4; 24.87 © REVISIONS/ISSUES SCHEDULE - — � - - - - - - - - - - - - - - - - - - - - - GR E NO# DATE DESCRIPTION - -r - 1- - - - - - - - - - t — - - - - - - - - - - - - - - - - - - - -i — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I— t - - - - - - - - - - - - - - - - -I — 7 — � � 24.00 I I I I I I `? .01 8/14 POST APPROVAL - - - -I I— - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — L_ I L_ —I— - - - - - - - - - - - - - - - - - - - -L-- - - - - - - - - - - - - - - - - - - - -L I- - - - - - - - - - - - - - - - - - - - L -J— J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — B.Q._,_FOOTING 19.56 n SOUTH C1/411 = 1'-0" PROJECT ADDRESS: 57130 MAIN ROAD SOUTHOLD, NY 11971 .01 ao J 00 3 PROJECT SCOPE: z — — — 46T44 o SINGLE FAMILY Of HOME � B 4 c 0 CD N, ; N � J W5 00 a tae Lo a N o' z v r 6 o w j - j - 1' I N O — 2ND FL _ �"_-4"J��� � 36.00 o 4 DRAWING TITLE: O EXTERIOR 00 ELEVATIONS O W X W , , . °° d... ' � rt � � l , . , , j A �, +.,,:. ,' :i',!>i' }";;'.�}_�:F �c�, 5'. $� �.,�-9! -�. -@! �.,� �. `� �i -�/ �./ �@! � ,�$� �. $� �i, =�! �./ ,� Fid- l4< �' IST F 24.87 L 0 PROJECT# 222 "' I I I I G R E N I I- - - - - - - - - - - + - - - - - - - - - - - - - - - - - - -I - - 7 - - - - - — � - - —� 24.00 DRAWING# REVISION# I Lu - A-202 .01 12 OF 33 o I I I I I I I I I Zr—L — - - - - - - - - - - - - - - BSCAN STICKER of a - - - - - - - - - - - - - I- - - - - - - - - - L -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J — — �- - — B.0 FOOTING 2 NORTH 19.56 V) 1/411 = 1'-0" U I I 2 3 I 4 5 6 I 2 3 4 5 6 0 SHEET KEYNOTES 0 of 0 ATTIC/MECHANICAL SPACE ROOF GUTTER ARCHITECTURE ENGINEERING CONSUITING P.C. 02 A-5O 330 WEST 38 STREET,#309 oo NEW YORK, NY 10018 PATIO SHADING DEVICE TEL: 212 380 6114 FAX: 212 918 3439 2 ;o O PATIO SHADING DEVICE TRELLIS EMAIL: INFO@NODENYC.COM A-502 E 46.44 /// / ���. O PATIO TRELLIS COLUMN WWW.NODEAEC.COM CONSULTANTS: ATTIC © O FIREPLACE HALF WALL i O DUMMY CUPOLA BEDRO M I — — ATTIC ACCESS HATCH BEDR00 201 - —J — 10 SCALE: 1/4" = 1'-0" 1511 SF O O �° `� 0 4 I 4 O 1-1 158 4 3 0� o co ROOF EAVE RETURN °' 11 PORCH ROOF DRAWN BY: NODE P.C. o 36.00 12 PORCH ROOF COLUMN CHECKED BY: NODE P.C. 3 NODE STAMP & SIGNATURE _ ND FL COVERED OUTDOOR KITCHEN/DINING AREA 4 6.00 � �\ 14 SECOND FLOOR TERRACE / N 15 TERRACE COLUMN 5 I A-501 TERRACE GUTTER / LIVING/DINING/KITCHEN 5 101 17 TERRACE HALF ROOF D109 1193 SF / 101 6 7 00 2 2 18 EXTERIOR SIDING �- ---- — OWNER: STA RS 4 ABIDIN KANDIC 24.87 _ A-5o1 4 1 11 11 _ IST FL - p 24.87 -. - - GR E - iII I I I 24.00 I I- i I I � . I I I I I I I � II I I I I I I I II I I i I I I I I I I I I I I I I I I I 11 I I I I - I B.O, FOOTING I I i I I I — — I I III I I I I I I I I II ONS/ISSUES SCHEDULE 19.56 ' I I -- -- NO# DATE DESCRIPTION .01 8/14 POST APPROVAL CROSS SECTION 1 1/411 = 1'-0" s goo 00 C PROJECT ADDRESS: 57130 MAIN ROAD SOUTHOLD, NY 11971 / 9 46' -5" ATTIC O /�///////�//��/�///����/ / //// /� // / //� ���//////i%//�///////////�/��/��//�/////��/ / — — — — — — 46.44 �10 / 3 4O 4 4 4 3 10 / 18 L? BEDROOM 2 O i BEDROOM 3 MASTER BEDROOM of j oo\o 211 207 207 206 1 II 151 SF 154 SF 212 SF j ° PROJECT SCOPE: 0 , 36' - 0" / 1 17 SINGLE FAMILY B _ - 2ND FL �of 16 HOME If o B -� 35.02 C) N I / J W O z �\ 19 `\ �, 15 z ;0 12 \ \ \ LIVING/DINING/KITCHEN o 2 13 'O o Luj 00 103 \ 106 a0 — w 1193 SF _ a .9 / / :7- DRAWING TITLE: 0 il.i �i � // / •;;Iii r`,,fx IST FL BUILDING SECTIONS - a d d 24.87 .. r O — I g• I .a� n .• - I I I ., , , , .. I I � I - j I - i - I I a GRE 24.00 I — -I -- � Iuj I I � - -' _ I I I I I I I I I I �• � I I I I I I I i X W i I I ' I I + I I - I — I I I I I ' __� 'I I B.O. FOOTING C) - - - 19.56 I — I I I - --I LL O I , A o - J O 2 F- N PROJECT# 222 1— DRAWING# REVISION# r o n LONGITUDINAL SECTION - 01 . 01 13 OF 33 z 1/4" = 1 1-011 BSCAN STICKER Q Q D- cn Q�W cn U I 2 3 4 5 6 I 2 3 4 5 6 O SHEET KEYNOTES 0 DORMER O2 ROOF GUTTER ARCHITECTURE ENGINEERING CONSULTING P.C. 330 WEST 38 STREET,#309 I � 1 3 ROOF SOFFIT NEW YORK, NY 10018 TEL: 212 380 6114 / � FAX: 212 918 3439 O EXTERIOR SIDING, TYPICAL ON SECOND FLOOR EMAIL: INFO@NODENYC.COM ATTIC — ING _ / — — — _ — —ATTIC ATTIC E 46.44 . WWW.NODEAEC.COM 46.44 5 LEDGESTONE, TYPICAL ON FIRST FLOOR CONSULTANTS: 2ND FL CEILI _ _ 1� _ _ _ 2ND FL CEILING _ _ 2ND FL CEILING 45.50 //j 45.50 45.50 O PATIO SHADING DEVICE FIREPLACE 10 O LEDGESTONE FLASHING 2 OATTIC/MECHANICAL SPACE ROOF EAVE RETURN SCALE: AS INDICATED 2 DRAWN BY: NODE P.C. 3 CHECKED BY: NODE P.C. :o 4 p, �i / NODE STAMP & SIGNATURE � / 4 D 2ND FIL — — — — 2ND 36.00 / — 2ND FL 36.00 / 36.00 OWNER: - 3 - � ABIDIN KANDIC TERRACE _ _ — — — a5o TERRACE jj — TERRACE 35.02 35.02 35.02 IST FL CLG _ _ �/ _ — —I — IST FL CLG — — IST FL CLG 34.37 /� 34.37 / 5'-Il 5/8" 34.37 0 N / / 8 8 8 � 6 5 REVISIONS/ISSUES SCHEDULE \\ o NO# DATE DESCRIPTION \\ .01 8/14 POST APPROVAL N � ID\\ \ \ / i \ / C 2 / A-501 I PROJECT ADDRESS: 57130 MAIN ROAD SOUTHOLD, NY 11971 IST FL — — — _ — — / _ _ IST FL — — — _ — _ — IST FL 24.87 24.87 i •.. ° _ a� - • - - , .. 24.87 GRADE -- n — — _ GRADE — d — — — �r' GRADE 9� 24. 0 I I 24.0 24.00 � I I I 0 , I : I I I i I I -• - - I •. 11 I I i I - I i I II I � I I I I I II I I I I S I I I ' 'd°• III I I I I I c I I '<°- I = I I ! - 1- I I I °'a' I _ I � II I I I I I '- , I 1-i- I - - I ' I <„ 'I I i I I — I - _ '•. L — I N I I e I I I I I I I - --- - i I ►- _EA o PROJECT SCOPE: • I I _ I I - I A,5 — a - of 0. FOOTING — 0 60.6FOOTING I 19.56 , - y -F+ -1 01 F009156 - B• � SINGLE FAMILY - -- <- - - - — -- -- — — - - I - -- HOME I I - f B LLLJJJ -- 00 I, : II I I II I I 1 WALL SECTION 1 2 WALL SECTION 2 n WALL SECTION 3 1/2 - 11-01, W 0 0 Q F- I'-4 1/4" 1'-2 1/8" 1'-1" 4 3/4" 4 1/8" U LLi 14" 4" 8" 4" 1 1 7/ 1 1/2" 4" 5/8" 5 1/2" 5/8" 3/4' LI 1/2" 4" 5/8" 5 1/2" 5/8" 5/8" 3T 1/2" 1 5/8" 5/8"-� �3 1/2" FOUNDATION DRAINAGE BOARD LEDGESTONE VENEER, AZEC SIDING 5/8" GYPSUM WALL BOARD 5/8" GYPSUM WALL BOARD DRAWING TITLE: 0 4" EPS INSULATION SET IN MORTAR BACKING 2X3 BATTEN 3 1/2" STUD WALL 3 1/2" STUD WALL o ,` 8" CAST IN PLACE CONCRETE WATERPROOF MEMBRANE 4" EPS INSULATION 5/8" GYPSUM WALL BOARD WALL SECTIONS 4" EPS INSULATION 2X3 BATTEN 5/8" ZIP SYSTEM WALL 4" EPS INSULATION 5 1/2" STUD WALL 0 5/8" ZIP SYSTEM WALL 5 1/2" BATT INSULATION Z �-a 5 1/2" STUD WALL 5/8" GYPSUM WALL BOARD 0 5 1/2" BATT INSULATION 5/8" GYPSUM WALL BOARD Lu d d a . F— X p 0 - •a A •` -°8 - LL ° A TH O N 8" CONCRETE WITH 4" INSULATION EXTERIOR, STONE CLADDING EXTERIOR, SHIP LAP INTERIOR, TWO SIDES GYPSUM INTERIOR, ONE SIDE GYPSUM PROJECT# 222 - 1 2 3 4 5 0 N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. DRAWING# REVISION# Y A-302 . 01 14 OF 33 Lu 0 Z BSCA STICKER N .01 it w N U I 2 I 3 1 4 5 6 I 2 3 4 5 6 0 ARCHITECTURE ENGINEERING CONSULTING P,C 330 WEST 38 STREET,#309 NEW YORK, NY 10018 TEL: 212 380 6114 FAX: 212 918 3439 EMAIL: I NFO@NODENYC.COM E WINDOW TRIM WWW.NODEAEC°COM CONSULTANTS: 5/8" GYPSUM BOARD IT 5 1/2" R 19 BATT INSULATION WOOD SHEATHING; 5/8" "ZIP SYSTEM®" � N o RIGID INSULATION: N STYROFOAM TWO (2) N 2"X24"X96" STAGGERED 2X3 PRESSURE TREATED BATTENS @ 16" O.C. ALLIGNED WITH STUDS SCALE: I I/2" = I'-0" WOOD SIDING, SHIPLAP I/4X10 X 8" MASTER GRIPPER DT2000 BY DRAWN BY: NODE P.C. LELAND INDUSTRIES VERTICALLY @16" O.C. CHECKED BY: NODE P.C. 2ND FL 36 00 FL- 36.00 NODE STAMP & SIGNATURE i IST FL CLG IST FL CLG— Zl 34.37 34.37 — — — OWNER: 00 ABIDIN KANDIC 3/4" HARDWOOD FLOOR 1 1/2" CHANNELS @16" O.C. SOUND ATTENUATION BLANKET 1 1/2" CHANNELS @32" O.C. 3/4" PLYWOOD 2X12 @12" O.C. 5/8" GYPSUM BOARD n FLOOR/WALL DETAIL REVISIONS/ISSUES SCHEDULE 1 1/2" = 1'-0" NO# DATE DESCRIPTION .01 8/14 POST APPROVAL 5/8" GYPSUM BOARD C INSULATION ATT .01 WOOD SHEATHING; 5/8" "ZIP SYSTEM®" WATERPROOFING MEMBRANE: BITUTHENE® 4000 FLEXIBLE,(TYP.) PROJECT ADDRESS: TERMINATE 24" ABOVE GRADE 57130 MAIN ROAD RIGID INSULATION: STYROFOAM 4"X24"X96" S O U T H O L D, N Y 119 71 2x3 PRESSURE TREATED BATTENS @ 16" O.C. ALLIGNED WITH STUDS I/4XI0 X 8" MASTER GRIPPER DT2000 BY IST FL - — IST FL LELAND INDUSTRIES VERTICALLY @16" O.C. 24.87 24.87 ...... f4 - - CEMENT BACKER BOARD; 1/2" DUROCK® BRAND SCREWED TO Z- ° = _ GIRTS WITH I-I/4" DUROCK STEEL SCREWS 4,4 d a I 1/4" LEDG ESTONE TBD .n - DELTA®-BUG SCREEN 9` 5/8" ANCHOR BOLT @ 32" O.C. - 24.00E -i; L.`.L �_I (TYP ARROUND PERIMETER) GEOCOMPOSITE DRAINAGE SHEET SYSTEM: LL ° DELTA DRAIN 4E .8.- - QF _ KN) o,�`;{' < °f l= L,r' ��X",, •Jy '/aS1-.7A 0<' t 0l° _;{ Cr°> � ` .�, -�d ( -- - j -- - #5 VE R TICAL REINFORCEMENT @32I OD O.C. PROJECT S COPE:d' 0 O o00 00 000 0 00 0 00 0 i0O 000 00000000o 0o 000 00000 Or 0 0 8 CAST PLACE CONCRETE FOUNDATION z pO� pO� SINGLE F AMILY Oo JpOO( WALL Oo Oo ocl, JOOo Vl (1:0CVO OV OOOoOOO OO OVpO 44 i�-� RIGID INSULATION (XPS): 4"X24"X96" HOME S "=� 7 >i i f f y r�/-,r<\ it�"'1l , 7 ,-'� 7 r2 7 )�Y �; i r f r<1' '� .p B -- I II I Lu I i li i II - - - I o - FOUNDATION / WALL DETAIL J i / 7 1 1/2" = 1'-0" J Q I— z ui 5" CONCRETE SLAB REINFORCED WITHWWF - - a WATERPROOFING MEMBRANE: N RIGID6NSULATION2 9 d 1 BITUTHENE® 4000 FLEXIBLE, o (TYP. VERT. MEMBRANE) - x ° "- --I = PLUS 4X24 X96 RIGID INSULATION: DRAWING TITLE: STYROFOAM" BRAND DECKMATE" ' _ - b i- BITUTHENE® 4000 FLEXIBLE, TYP.) - _ ° a; STYROFOAM" BRAND DECKMATE" WATERPROOFING MEMBRANE: ( PLUS , 4"X24"X96" DETAILS TERMINATE 24" ABOVE GRADE ° 6" CAST IN PLACE CONCRETE 0 2" MUD SLAB /s z CANT STRIP 6 GRAVEL BED ° Z SUITABLE FILL, BACKFILLED IN LAYERS MAX GEOCOMPOSITE DRAINAGE SHEET SYSTEM: Lu :.p•�• d,° 1_... �... DELTA DRAIN F- 6 DEEP AND COMPACTED TO 95% OF X MODIFIED PROCTOR r a RIGID INSULATION: I ° d. o 0 N DECKMATE a STYROFOAM" BRAND o - d .. 4 PLUS , 4"X24"X96" d, O - - -,I O ----i' .4. d° ° '° GRAVEL BED ARROUND ° ° DRAIN PIPE d 3000 PSI CONCRETE FOOTING o � - . '-• . , , _2 4 #5 HORIZONTAL FOOTING I I _ d REINFORCEMENT d N° F- D B.0. FOOTING r ° PROJECT# 222 EL 19.56 0 DRAWING# REVISIO f- N# Y ! I I -- -� - - - - - -501 01 15 A . OF 33 z D. 0 BSCAN STICKER Q c 1ST FLOOR DETAIL FOOTING DETAIL W —0" 1 1 1/2" = 1'-0" N U I 2 3 4 5 6 I 2 3 4 5 6 EXTERIOR DOOR SCHEDULE - PRELIMINARY AL ALUMINUM DOOR MATERIAL LEGEND DOORS SCHEDULE NOTES o DOOR FRAME HCWD HOLLOW CORE WOOD SIZE ELEVATION SAFETY FRAME FRAME I. AIR LEAKAGE: PROVIDE FLASHING, WINDOW DAMS, EXPANDABLE FOAM �+...� MARK WIDTH HEIGHT TYPE OPERATION HANDING MATERIAL GLAZING GLAZING MATERIAL ELEVATION FRAME GLAZING ACCEPTABLE MANUFACTURERS NOTES SFGL SAFETY GLASS SEALANT, AND CAULKING AT ROUGH OPENING/WINDOW FRAME JOINTS D_ 101 58 5/8" 95 1/4" B SWINGING RIGHT SRWD GLASS INSERTS NO WD 2 NO GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA SRAL/ STILE & RAIL ALUMINUM W/ TO CREATE A CONTINUOUS AIR BARRIER WITH SURROUNDING WALL ARCHITECTURE ENGINEERING CONSULTING P,C SFGL SAFETY GLASS SYSTEM. 107 144" 96" E2 LIFT AND SLIDE RIGHT SRAL TRIPLE REQUIRED AL 4 NO GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA 330 WEST 38 STREET,#309 108 144" 96" E2 LIFT AND SLIDE RIGHT SRAL TRIPLE REQUIRED AL 4 NO GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA SRWD STILE & RAIL WOOD 2. AIR LEAKAGE: PROVIDE FLASHING, EXPANDABLE FOAM SEALANT, AND NEW YORK, NY 10018 CAULKING AT ROUGH OPENING/SKYLIGHT FRAME JOINTS TO CREATE A TEL: 212 380 6114 109 144" 96" E2 LIFT AND SLIDE RIGHT SRAL TRIPLE REQUIRED AL 4 NO GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA WD WOOD CONTINUOUS AIR BARRIER WITH SURROUNDING ROOF SYSTEM. FAX: 212 918 3439 110 144" 96" E2 LIFT AND SLIDE RIGHT SRAL TRIPLE REQUIRED AL 4 NO GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA EMAIL: INFO@NODENYC.COM 3. ALL DOORS ELEVATIONS SHOWN AND INDIVIDUAL DOORS HANDING 111 35" 95 1/2" B SWINGING LEFT SRWD GLASS INSERTS NO WD 2 NO GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA INDICATED ARE AS VIEWED FROM OUTSIDE OF THE HOUSE/ROOM. E 112 35" 95 1/2" B SWINGING RIGHT SRWD GLASS INSERTS NO WD 2 NO GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA DOOR TYPES LEGEND VA"NODEAEC.COM 113 216" 96" F OVERHEAD - NO - - NO GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA A FLUSH 4. "LEFT HAND" DOOR HANDING FOR SWINGING DOORS SHALL MEAN: WHEN VIEWED FROM THE OUTSIDE OF THE HOUSE/ROOM HINGES SHALL CONSULTANTS: 205 84" 84" E2 LIFT AND SLIDE LEFT SRAL TRIPLE REQUIRED AL 4 NO GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA B STILE & RAIL BE ON THE LEFT SIDE OF THE DOORS. B2 STILE & RAIL - GLASS "RIGHT HAND" DOOR HANDING FOR SWINGING DOORS SHALL MEAN: WHEN VIEWED FROM THE OUTSIDE OF THE HOUSE/ROOM HINGES SHALL C2 FOLDING - 4 PANEL BE ON THE RIGHT SIDE OF THE DOORS. INTERIOR DOOR SCHEDULE - PRELIMINARY D POCKET "LEFT HAND" DOOR HANDING FOR LIFT AND SLIDE AND POCKET DOORS E2 LIFT AND SLIDE SHALL MEAN: DOOR FRAME WHEN VIEWED FROM THE OUTSIDE OF THE HOUSE/ROOM SLIDING PANEL SIZE ELEVATION SAFETY ELEVATION FIRE RATING F OVERHEAD & COILING SHALL BE ON THE LEFT SIDE OF THE DOORS. MARK WIDTH HEIGHT THICKNESS TYPE OPERATION HANDING MATERIAL GLAZING GLAZING MATERIAL TYPE NR LABEL ACCEPTABLE MANUFACTURERS NOTES "RIGHT HAND" DOOR HANDING FOR LIFT AND SLIDE AND POCKET DOORS SCALE: AS INDICATED G GLASS SHALL MEAN: 102 30" 84" 2" A SWINGING LEFT HCWD NO - WD WHEN VIEWED FROM THE OUTSIDE OF THE HOUSE/ROOM SLIDING PANEL 103 30" 80" 2" A SWINGING RIGHT HCWD NO - WD I NR SHALL BE ON THE RIGHT SIDE OF THE DOORS. DRAWN BY: NODE P.C. 106 36" 80" 2" A SWINGING LEFT HCWD NO - WD I NR CHECKED BY: NODE P.C. 114 34" 80" 2" A SWINGING RIGHT HCWD NO - WD I NR 115 36" 84" 2" A SWINGING LEFT HCWD NO - - - NR NODE STAMP 8 SIGNATURE 201 36" 84" 2" SWI NG T HCWD NO - D I N " I/2" D CKET - WD R 203A 50" 80" I I/2" D POCKET - HCWD NO - WD I NR of 04A 6" 80" I I/ POCK R WD NO - NR 2 25 G GING IGHT SFGL-' QUIRED - - 204C 26" 84" G SWINGING LEFT SFGL FULL REQUIRED - - NR I 205 36" 84" 2" A SWINGING LEFT HCWD NO - WD I NR ' l 207 36" 80" 2" A SWINGING RIGHT HCWD NO - WD I NR D 208 60" 80" 2" A SWINGING LEFT HCWD NO - WD I NR 209 30" 80" 2" A SWINGING RIGHT IHCWD NO - WD I NR 211 36" 84" 2" A SWINGING RIGHT HCWD NO - IWD I NR 212 30" i 80" 2" 1 A ISWINGING RIGHT HCWD NO i- IWD I NR OWNER: DOOR ELEVATION TYPES DOOR FRAME TYPES ABIDIN KANDIC 1 59 7/8" L 24" 1/2" DOOR WIDTH 1/2" DOOR WIDTH DOOR WIDTH 9 N L3" DOOR WIDTH REVISIONS/ISSUES SCHEDULE a , NO# DATE DESCRIPTION .01 8/14 POST APPROVAL w Zo w w = o, w ' = 0 0 0 C 0 0 0 0 PROJECT ADDRESS: 57130 MAIN ROAD SOUTHOLD, NY 11971 DOOR ELEVATION DOOR ELEVATION DOOR ELEVATION DOOR ELEVATION TYPE A TYPE B TYPE C2 TYPE D FRAME IELEVATION FRAME ELEVATION FRAME ELEVATION FRAME ELEVATION TYPE I TYPE 2 TYPE 3 TYPE 4 PROJECT SCOPE: z SINGLE FAMILY Qf QfHOME 00 P 0 0 J W 0 O J Q H z DOOR ELEVATION DOOR ELEVATION u TYPE E2 TYPE E2 w LEFT HAND RIGHT HAND 0 DRAWING TITLE: DOOR SCHEDULE J O F- O , Z , O � , Z ` i W Wi O ` O i U- i O ) '' \` PROJECT# 222 EL o , ' \ DRAWING# REVISION# uj A-601 . 01 17 OF 33 0 Q / \ BSCAN STICKER Q i N W DOOR ELEVATION DOOR ELEVATION DOOR ELEVATION TYPE F TYPE G TYPE G LEFT HAND RIGHT HAND 2 3 4 5 6 I 2 3 4 5 6 �D.WINDOW SCHEDULE — PRELIMINARY WINDOW MATERIAL LEGEND AL-TB ALUMINUM-THERMALLY BROKEN DOORS SCHEDULE NOTES 0 SIZE of MARK WIDTH HEIGHT OPERATION HANDING MATERIAL GLAZING UNT ACCEPTABLE MANUFACTURERS NOTES I. AIR LEAKAGE: PROVIDE FLASHING, WINDOW DAMS, EXPANDABLE FOAM I % ...../ 1 30" 60" TILT-TURN LEFT AL-TB TRIPLE 2ASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA SEALANT, AND CAULKING AT ROUGH OPENING/WINDOW FRAME JOINTS I 30" 60" TILT-TURN RIGHT AL-TB TRIPLE I GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA TO CREATE A CONTINUOUS AIR BARRIER WITH SURROUNDING WALL ARCHITECTURE ENGINEERING CONSULTING P,C, SYSTEM. 2 48" 36" TILT-TURN LEFT AL-TB TRIPLE I GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA 2. ALL WINDOWS ELEVATIONS SHOWN AND INDIVIDUAL WINDOW HANDING 330 WEST 38 STREET,#309 2 48" 36" TILT-TURN RIGHT AL-TB TRIPLE I GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA INDICATED ARE AS VIEWED FROM OUTSIDE OF THE HOUSE. NEW YORK, NY 10018 3 42" 60" TILT-TURN RIGHT AL-TB TRIPLE 2 GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA TEL: 212 380 6114 3. "LEFT HAND" WINDOW HANDING SHALL MEAN: FAX: 212 918 3439 4 54" 60" TILT-TURN LEFT AL-TB TRIPLE I GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA WHEN VIEWED FROM THE OUTSIDE OF THE HOUSE HINGES SHALL BE ON EMAIL: INFO@NODENYC.COM 4 54" 60" TILT-TURN RIGHT AL-TB TRIPLE 3 GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA THE LEFT SIDE OF THE WINDOW, AND HANDLE SHALL BE ON THE RIGHT E 5 24" 36" TILT-TURN LEFT AL-TB TRIPLE I GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA SIDE OF THE WINDOW. WWW.NODEAEC.COM "RIGHT HAND" WINDOW HANDING SHALL MEAN: 5 24" 36" TILT-TURN RIGHT AL-TB TRIPLE 2 GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA WHEN VIEWED FROM THE OUTSIDE OF THE HOUSE HINGES SHALL BE ON CONSULTANTS: THE RIGHT SIDE OF THE WINDOW, AND HANDLE SHALL BE ON THE LEFT SIDE OF THE WINDOW. WINDOW ELEVATIONS SCALE: AS INDICATED DRAWN BY: NODE P.C. CHECKED BY: NODE P.C. q \ NODE STAMP & SIGNATURE / 5 \ IO1 , O \ (3) �� �� 1 / \ / \ / TILT - TURN TILT - TURN TILT - TURN TILT - TURN TILT - TURN TILT - TURN TILT - TURN TILT - TURN TILT - TURN OWNER: RIGHT HAND & LEFT HAND & RIGHT HAND & LEFT HAND & RIGHT HAND & RIGHT HAND & LEFT HAND & RIGHT HAND & LEFT HAND & AB I D I N KAND I C TILT@TOP TILT@TOP TILT@TOP TILT@TOP TILT@TOP TILT@TOP TILT@TOP TILT@TOP TILT@TOP REVISIONS/ISSUES SCHEDULE NO# DATE DESCRIPTION .01 8/14 POST APPROVAL C PROJECT ADDRESS: 57130 MAIN ROAD SOUTHOLD, NY 11971 F_ PROJECT SCOPE: z SINGLE FAMILY O w HOME a � B c* 0 0 N I J W n O J a H z W U I w V) Z) O 2 o DRAWING TITLE: O TZ WINDOWS SCHEDULE I— _ 0 z O 0 z W X W O O U- 0 0 A J O 2 I- N PROJECT# 222 a O F- DRAWING# REVISION* A-602 . 01 18 OF 33 z BSCAN STICKER O m a a V) w w N Z) I I 2 3 4 5 6 57130 MAIN ROA SOUTHOL Y 119 71 D N > > D ARCHITECTURE ENGNEERING CONSURNG P,C, FEB 1 2 2018 330 WEST 38 STREET,#309 NEW YORK,NY 10018 TEL: 212 380 61 14 NEW STORY SINGLE FAMILY DWELLING FAX: 212 918 3439 TOWN OF SOUTHOLD EMAIL: I N F O@_N OD ENYC.COM WWW.NODEAEC.COM P ��',, � ��y � � . . : t< <�� _� : �>"� �', •� k� CONSULTANTS: k ; S� 4. y rl r I. 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NODE „ �,: ., •� P.C. .a .>!'. ,.,,.. .. «a- ,.«!?�J✓' -,. ..»., ar ,J.: fs."- +F :a.,.. f s, .,,. , ,,._. ...P . a✓.. 1 +v„ 'r� v W"' +7Y ��,_. , w.,r., - r �•', �,�»•��._� .�....,�,:�' ,_ � � ,�, CHECKED BY: NODE P.C. ,n. +`�' "i��'��'�i�� t .�•...$.. ODE STAMP fl SIG ---'--�--�._, TORE t , « %r " a a w � . �g c-,n•' -» —,r,�. � e x +H-. EA1 "R +4 ' P r r u 7W OWNER: w ♦ �,:... _ , BID N KANDIC ars'.. a: � � „✓.� ��r A r r. :... ,.. ,.....,�'t�',.,,., •a,,>r� .... -;� ,' �'.• ' .Y�✓ �' '.',✓� �, �a<.. rt.,. ,, :. � .. -., r ...cry � _^-, v � .f� ';.,,j. R'.../J . �°, '4�r ''• ^� _ �,�`"�„' I x` '� _.v:� ��,�- „ ''` � ',� •- ��'#�' R��= �. �/ � -� REVISIONS/ISSUES SCHEDULE NO# DATE DESCRIPTION .02 10/26 POST APPROVAL #2 INDEX OF GENERAL SHEETS INDEX OF MECHANICAL SHEETS .03 2/8 PAA FOR GARAGE PAGE NUMBER SHEET NUMBER SHEET NAME REVISION PAGE NUMBER SHEET NUMBER SHEET NAME REVISION I G-100 COVER SHEET .03 19 M-001 MECHANICAL NOTES AND SPECIFICATION 2 G-101 GENERAL NOTES 20 M-002 MECHANICAL NOTES AND SPECIFICATION 3 G-102 TABLES FOR GENERAL NOTES 21 M-101 IST FL MECHANICAL PLAN .03 22 M-102 2ND FL AND ATTIC MECHANICAL PLANS 23 M-500 MECHANICAL DETAILS INDEX OF ARCHITECTURAL SHEETS INDEX OF PLUMBING SHEETS PROJECT ADDRESS: PAGE NUMBER SHEET NUMBER SHEET NAME REVISION PAGE NUMBER SHEET NUMBER SHEET NAME REVISION 57130 MAIN ROAD 4 A-001 ZONINB .03 24 PL-001 NOTES, SITE PLAN SOUTHOLD, NY 11971 5 A-100 SITE .03 25 PL-101 IST FL PLUMBING PLAN .03 6 A-101 FOUNDATION .03 26 PL-102 2ND FLOOR PLUMBING PLAN .02 7 A-102 IST FLOOR .03 27 PL-300 RISER DIAGRAMS 8 A-103 2ND FLOOR .03 9 A-104 ROOF PLAN .01 10 A-105 ROOM FINISH PLANS AND SCHEDULE .02 INDEX OF ELECTRICAL SHEETS II A-201 EXTERIOR ELEVATION .03 12 A-202 EXTERIOR ELEVATIONS 03 PAGE NUMBER SHEET NUMBER SHEET NAME REVISION 13 A-301 BUILDING SECTIONS •02 28 E-001 ELECTRICAL SPECIFICATIONS 14 A-302 WALL SECTIONS .03 29 E-101 ELECTRICAL RISER DIAGRAMS AND 15 A-501 DETAILS 02 SCHEDULES 30 E-102 IST FLOOR POWER PLAN .03 16 A-502 DETAILS ,02 31 E-103 2ND FLOOR POWER PLAN 17 A-b01 DOOR SCHEDULE 02=:�j 32 E-104 IST FLOOR LIGHTING PLAN .03 18 A-b02 WINDOWS SCHEDULE •02 33 E-105 2ND FL LIGHTING PLAN PROJECT SCOPE: z SINGLE FAMILY 0 HOME 100 Lijn I t` d N I J REVISION ' . 03 ' SHEET LIST UNDER REVISION . 03 THE FOLLOWING CHANGES WERE Q PAGE NUMBER SHEET NUMBER SHEET NAME MADE: z I G-100 COVER SHEET � 4 A-001 ZONING I . TWO CAR GARAGE ADDED TO THE PLANS IN Lu 5 A-100 SITE o b A-101 FOUNDATION ACCORDANCE WITH SOUTHOLD ZBA FILE #7116 GRANTED = 7 A-102 IST FLOOR 8 A-103 2ND FLOOR 2/2/ 18 �> DRAWING TITLE: © II A-201 EXTERIOR ELEVATION COVER SHEET 0 12 A-?02 EXTERIOR ELEVATIONS 14 A-302 WALL SECTIONS 2. LOCATION OF E_ECTRICAL PANELS 0 21 M-101 IST FL MECHANICAL PLAN T) 25 PL-101 IST FL PLUMBING PLAN X 30 E-102 IST FLOOR POWER PLAN 3 . LOCATION OF UAIATER HEATER LL 32 E-104 IST FLOOR LIGHTING PLAN 0 U- 4. WALL TYPES FOR GARAGE a 0 J a PROJECT# 222 a DRAWING# REVISION# 0 G-100 . 03 1 OF 33 D BSCAN STICKER ry a N DE 2 a U) Q�w U 2 3 4 5 6 ZONING INFO ADDRESS: 57130 MAIN ROAD, SOUTHOLD, N.Y. 11971 LOT AREA: 31377 SF O SECTION #63 LOT #5.3 BLOCK.# 4 RESIDENCE R-40 DISTRICT 1'-'' RESIDENTIAL ZONING ANALYSIS ARCHITECTURE ENS NERING CONSUMING P.C. N 330 WEST 38 STREET,#309 D_ SECTION REQUIRED / ALLOWED BY ZR PROVIDED / ACTUAL NEW YORK,NY 10018 280 ATTACHMENT 3 II MINIMUM REQUIREMENTS FOR I FAMILY DWELLING: TEL: 212 380 6114 BULK SCHEDULE FAX: 212 918 3439 ?'o P0 �� FOR RESIDENTIAL LOT SIZE: 40,000 SF EXISTING LOT AREA= 31377 SF (0.72 ACRES) EMAIL: INFOt�Jt JODENYC.COM M DISTRICTS WWW.NODEAEC.COM R-40 DISTRICT LOT WIDTH: 150 FT EXISTING LOT WIDTH: 145' 6" �N• j LOT DEPTH: 175 FT EXISTING LOT DEPTH: 164' CONSULTANTS: LOT COVERAGE: 20% MAX. LOT COVERGE= 31377 x 0.20 = 6275.4 SF. PROPOSED LOT COVERAGE = 5424.5 SF lb• FRONT YARD: 40 FT PROPOSED 40 FT % s \`us° SIDE YARD: 15 FT PROPOSED 15 FT SCALE: A5 INDICATED \� �� BOTH SIDE YARDS: 35 FT PROPOSED 55 FT DRAWN BY: NODE P.C. o. REAR YARD: 50FT PROPOSED 50 FT CHECKED BY: NODE P.C. 2 NODE STAMP 5 SIGNATURE LIVA\ \\ (PER DWELLING UN T : 850 SQ. FT EA PROPOSED IST FL= 1269 SF o& x ( ) 2ND FL 1132 SF \ 1A Sof TOTAL: 1269+1132= 2401 SF MAX. BUILDING HEIGHT: 35 FT PROPOSED 2 STORIES AND 31'-6 3/8" HEIGHT MAX. # OF STORIES: 2 112 ` I 275-3 D SETBACKS NOT WITHIN WETLAND BOUNDARY I .� FINDINGS; PURPOSE- (A) WETLAND BOUNDARY \ JURISDICTION; [5] SWIMMING POOL AND RELATED STRUCTURES: 50 FT �. SETBACKS D 0. / (8) TOP OF BLUFF NOT WITHIN WETLAND BOUNDARY \ [4] SWIMMING POOL AND RELATED STRUCTURES: 100 FT _ 280-13 A PERMITTED USES OWNER: �/^ \ USE REGULATIONS (1) ONE-FAMILY DETACHED DWELLING, NOT TO EXCEED ONE DWELLING PROPOSED ONE FAMILY, ONE DWELLING ON EACH LOT. AB I D I N KAND IC �• C ANY SWIMMING POOL SHALL BE COMPLETELY ENCLOSED WITH A PROPOSED SWIMMING POOL FENCE WITH SELF-CLOSING, � (4) PERMANENT CHAIN LINK (OR SIMILAR TYPE) FENCE OF NOT MORE SELF-LATCHING DOOR �`! (A) THAN 2-INCH MESH, NOT LESS THAT 4 FEET IN HEIGHT, ERECTED, �a, MAINTAINED & PROVIDED WITH A SELF-CLOSING, SELF-LATCHING GATE TO PREVENT UNAUTHORIZED USE OF THE POOL Q TO PREVENT ACCIDENTS. HOWEVER, IF SAID POOL IS LOCATED MORE THAN 4 FT ABOVE THE GROUND, THEN A FENCE IS NOT REQUIRED, PROVIDED THAT ALL POINTS OF ACCESS TO SAID POOL ARE ADEQUATELY \` PROTECTED BY A SELF-CLOSING, SELF-LATCHING GATE. 280-78 A I-FAMILY DETACHED DWELLING: 2 SPACES PER DWELLING PROPOSED TWO-CAR GARAGE REVISIONS/ISSUES SCHEDULE OFF-STREET �\ PARKING AREAS NO# DATE DESCRIPTION \ 280-137 A DESIGN CONSIDERATIONS PROPOSED TWO CAR GARAGE WITH SEPERATE DOOR .02 10/26 POST APPROVAL #2 NOTE: GARAGE APPROVED UNDER STANDARDS FOR (8) GARAGES SHOULD BE SET BACK FROM THE FRONT FACADE OF THE �\ SOUTHOLD ZBA FILE #7116 RESIDENTIAL SITE (G) BUILDING. TWO-CAR GARAGES SHOULD EITHER HAVE A SEPARATE 03 2/8 PAA FOR GARAGE i PLANS DOOR FOR EACH BAY OR HAVE THE APPEARANCES OF AN �\ S, INDIVIDUAL DOOR FOR EACH BAY. 280-15 IN THE AGRICULTURAL-CONSERVATION DISTRICT a LOW LOT SIZE: 31377 SF ul6 ACCESSORY DENSITY RESIDENTIAL DISTRICTS, ACCESSORY BUILDINGS PROPOSED HEIGHT: II FT 77 Zq °` BUILDINGS AND AND STRUCTURES OR OTHER ACCESSORY USES SHALL BE PROPOSED SIDE YARD: 15 FT C ��'°0. 25'-Q" STRUCTURES LOCATED IN THE REQUIRED REAR YARD. PROPOSED REAR YARD: 50 FT B BUILDINGS WITH A SLOPING ROOF SHALL BE SUBJECT TO THE FOLLOWING HEIGHT AND SETBACK LIMITATIONS: LOT SIZE: 20,000 - 39,999 PROJECT ADDRESS: Q ti (J+ \� 2� Q, -n ��a,. `p MAX. HEIGHT: 18 FT MIN. SETBACKS FOR SIDE AND/OR REAR YARD: l0 FT 57130 MAIN ROAD ` ��u 59 � C SUCH BSOUTHOLD, NY 11971 BUILDING SHALL NOT EXCEED 750 SQ. FT ON LOTS PROPOSED 417 SF 2 POSED _ �� S� ACS UNC,' <( 20,000 SQ.FT TO 60,000 SQ.FT opz Ste' . Y"' S , i _ , •� o - _ rp \ og+A \ `+ 0,0 6 /.. PROJECT SCOPE: z \ �'s , '�• SINGLE FAMILY 0 \ HOME 10 B 00 uj 0 11-09 z ul \\ \SOJA spa W \ 0 o \ DRAWING TITLE: \ ZONING 0 \ U) 0 z w x \ Lu o �� `�• \ \ i • \ a D \ �� cn \vz PROJECT# 222 YN DRAWING# REVISION# A-001 . 03 4 OF 33 BSCAN STICKER ry Q PAA - ZONING PLAN U) A-001 I I I 2 0 1 -011 V 1 2 3 4 5 6 2 3 4 5 b 0 140'-3 3/4" ARCHITECTURE ENGNEERING CGNSURNG P.0 N D. II'-7 112" 330 WEST 38 STREET,#309 NEW YORK,NY 10018 \ TEL: 212 380 61 14 • FAX: 212 918 3439 • \� PROPERTY 140.29 ' N 750 43'20" E 23' - 3" EMAIL: INFO ODENYC.COM E `O0 \\ Q .o W1NW.NODEAEC.COM \�—PROPOSED w CONSULTANTS: • �� \\ WATER SERVICE w \ NOTE: GARAGE APPROVED UNDER \ SOUTHOLD ZBA FILE #7116 o e`h A O z � o � LL 0 w 7 SCALE: 3/32" = 1'-0" c \ \ DRAWN BY: NODE P.C. \ PROPOSED - �'= \\ \� DRIVEWAY N v' p \ � CSo CHECKED BY: NODE P.C. \ F NODE STAMP 5 SIGNATURE ' M \\ \ 59'-0 118" NORTH SETBACK LINE \\ \�\ - - - - - - - - uP - L M I III --z - - \ 68'-5" N r,NEW 2 STORY UP -r=- _ 1 , .= SINGLE FAMILY DWEL10 LING \ N IST FL. EL. 25 co \ - _ _ • -- w \5'_0' R OWNER: O GOESP ABIDIN KANDIC \ � ILA _ R \ \m'UP 5'-9 7/8" 7'-9 1/4" 25'-9 I/4" 7'-9 1/4" 5'-10 7/8"Y-II 518" ��QQ cp. \ \r, �� r �A \ \�`� NEW PATIO REVISIONS/ISSUES SCHEDULE \ `� NO# DATE 7 DESCRIPTION 2 \ o � • \ \ ur N- pin cp- .02 10126 POST APPROVAL #2 0' .03 218 PAA FOR GARAGE • � \ tib.F O ,<, \ � `. c Ll • \ \\ \ PROJECT ADDRESS: • \ '\ , . -�r�n 57130 MAIN ROAD SOUTHOLD, NY 11971 • \ \ Lr)- L0 L \ PROJECT SCOPE: • ` SINGLE FAMILY \ o HOME B rn o \ 7p : 19' - I 1112" • \\ PARCEL 2 N \ 31 ,377 SQ. FT. W \ DISTRICT: 1000 o \ SECTION: 63 • \ BLOCK: 4 P- \ LOT: 5.3 z ` \ W U \ w D 0 • _ \ DRAWING TITLE: o \ SITE 0 \ o • o W X 5 \ a 8 ` u- 24' - 10 112" A 0 P� F-- PROJECT# 222 DRAWING# REVISION# Y LLJ A-100 . 03 5 OF 33 BSCAN STICKER Q PAA Of cn — SITE PLAN w A-loo 3/32 1 I —01. V 2 3 4 5 6 2 3 4 5 b Ns-___'D. O ARCHITECTURE ENGNEERING CONSURNG P.0 330 WEST 38 STREET,#309 NEW YORK,NY 10018 TEL: 212 380 61 14 FAX: 212 918 3439 • EMAIL: INFO _NODENYC.COM E L 25'-8 3/4" ♦ WWW.NODEAEC.COM 2'-0" 21'-8 3/4" 2'-0"+ CONSULTANTS: I'-2" 22'-6 314" 1'-2" • N — —v a. —p-- — — — — —A— — � 4 • — — — — — — — — — — - - — — — 1 SCALE: 3/16" = 1'-0" I I • DRAWN BY: NODE P.C. I l • CHECKED BY: NODE P.C. I I I I00 00 NODE STAMP !4 SIGNATURE co co o I I 11 4 N N i t I S I ' lr INV- I t^� 52'-6 314" V '-2" 50'-2 314"• I'-2' II' 9 1/4" • / NORTH SETBACK LIN - - --'----------- -�' ------------_---_------------- --- - --- - L--------_-------_-_---_--------- - - - - - - -- - - -- - \ orn • OWNER: r . 4 ��, ABIDIN KANDIC N °- r — — — — — — — — — — — — — — — — — — — — }— — — — — — — — — — — — LLJ 19 - 7 ` N \\ • op I � \ REVISIONS/ISSUES SCHEDULE LlNO# DATE DESCRIPTION \\\ Lo I I I rn N ♦ .02 10/26 POST APPROVAL #2 \ ,o I I 20' - 7" I I ' �,` .03 2/8 PAA FOR GARAGE n \ N N I I 191 -7" I N N — \\ i a 19 7 \ �• 20' -7" I \ \ I I 19' - 7" I a l \\ \ \\\ I I <>_ PROJECT ADDRESS: L - - - - - - - - - - - - - - - - - - - - - -- "- - - - - - - - - - - - - 57130� = _. q ROAD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — N SOUTHOLD, NY 11971 53'-4 3/4" 1 \� ` � oc. CD 15'-I 112" I'-2" 15'-7 112" 1'-2" 15'-1 112" 1'-2" 6'-5" ZC 18 „ i \ i i - 7" ' 20 N o a a a4 - \ _ ` PROJECT SCOPE: z SINGLE FAMILY HOME \ \ \ \ \ w: o \ \ 20' - 7" N \\ W \ \ a \ \ \ 20' - 7" o \ ' 19' - 7" \\ \ J U \\ ci� cp. O \ 20' - 7" 19' - 7" \` DRAWING TITLE: FOUNDATION \ i ° / \\ cn \ ON W LL \ a \\ cp 0 a \\ k 1 _�618 G�1'1N�-- \ N 9'�� ?_ S��BP PROJECT# 222 PS \\ �= 50v"CN DRAWING# REVISION# U) \\ O ---'" J'1( A-101 . 03 6 OF 33 \\ - BSCAN STICKER FOUNDATION PLAN - N 3/16" = 1'-0" Of W D V 2 3 4 5 6 I 2 3 4 5 6 — O SHEET KEYNOTES a _ FUTURE SWIMMING POOL VARIANCE AND '�+-►'' APPROVAL NEEDED ARCHITECTURE ENGNEERING CONSULTING P.0 (D PLANTER 330 WEST 38 STREET,#309 NEW YORK,NY 10018 TEL: 212 380 6114 O SLATE PATIO LAYED OVER BED OF GRAVEL AND FAX: 212 918 3439 .0 co SAND EMAIL: INF O@NOD ENYC.COM WWW.NODEAEC.COM OE. 4 HALF WALL 36" H CONSULTANTS: 25 -0 O WOOD BURNING FIREPLACE y0.- 25'-4" 101 KITCHEN ISLAND 6 6 SCALE: As INDICATED DRAWN BY: NODE P.C. CHECKED BY: NODE P.C. 6 NODE STAMP Q SIGNATURE 00 n N N 1 I I A-301 ' 5 II 7/8" OVERALL 37'-8 I/4" TO CENTER OF OPG _ \ / 5 /2" II'-0 3/4" 3 112" 5'-3 I/4" 3 1/2" 5'-3 1/4" 3 I/2" 28'-6 /8" 5 I/ 12'-1 1 — TO FACIE OF FRAMET OWNER: a NO H SETBACK Ll,T,UP AB I D I N KAND IC - - _--- r--———— —---——————————————————— — — —— — — —— — — —— — — — — — —— — -- — — —— —————————————— --—————— ----- -q - - - - - - — — — — — - `� 106 n 2 I-1--t- -- I_--ill' u - - i1 00 11 1 r \ co > CED L S T TOIDETI ,. it 2c� Lo - ■ �- 102 r - 10 ii ii ii i ° L ' \\ 0 4 25 SF-- I - 211= _1 ll_I=LI= Q NIJ- 7 UP 1 101 10'-11 112" 5'-2" 5'-2" 28'-5 I/8" 0 2LL \ i \\ REVISIONS/ISSUES SCHEDULE 6 F— \ 4 4 \\ NO# DATE DESCRIPTION N _ .02 10126 POST APPROVAL #2 o 4 3'-0 318" _ _- UP-- \ j N= .03 2/8 PAA FOR GARAGE \ UP 00 LIVING/DINING/KITCHEN 2 N 'O \\00 24' - I" 5 N .: op 1195 SF \ i ` Q` 2 ci \ i L \ in \ < _ 24' - 10 1/2" \ o \\ 50'-10 7/8" N c �' PROJECT ADDRESS: co 57130 MAIN ROAD 2T SOUTHOLD, NY 11971 1=0 9" 107 � I �n SUMMER KITCHEN ;, I I � � 001 .y I. 9'-2" 16'-9 I/2" � I6'-9 112" 9'-2 I/8" I_ 467 SF 5112"I 51'-01/8" 5 112" co 9 -51 1i \\� 16'-3 1/4" 16'-9 3/4" Ib'-6 1/2" \ I I I I CCESS Y_ BATHROOM --`, \ PROJECT SCOPE: Z `\ ACCESSO 3 EN 114- 0 14 SINGLE FAMILY Q �\ III ,\,\\ \ ;,,\ 53 \ $;1 \ \ 110 B4 _ Q 1`11 8 SF, �\,\,\-.o'- �� HOME �— \ 4 ri 15 1�,-2.11 o \\ A-sol \0 11�' \. \ 1z4' - to wz"`' ACCESSORY,POOL\ o STORA G E \ \ \ \ II0 \ \ 3 \ J \ 24' \ - `3 68 SF\ \ \ z \ 110\ ULu W \ \ 1 to \ t3' \ �' \ � -1$ \ o DRAWING TITLE: \;�, � `,�� ,`{, ,`�; '�� ���,- �� ,�\- � \ `, ; IST FLOOR \ \ e \ \ — � \ —'� . 3 x \ �7' ` 112 \ \ \=� \ w \ \ = \-'\ LL O \\ \\ �, ,\' \ 1,� \ o \ b a \\ PROJECT# 222 5 IV DRAWING* REVISION# Lu -' A-102 . 03 7 OF 33 \ BSCAN STICKER f n IST FLOOR PLAN 3/16" = 1'-0" U I 2 4 5 6 I 2 3 4 b O SHEET KEYNOTES a _ OTERRACE N%b-_ ''D. ARCHITECTURE ENIGNEERING MURNG P,G 2O ATTIC ACCESS LADDER 330 WEST 38 STREET,#309 NEW YORK,NY 10018 TEL: 212 380 6114 3 FABBRIC RETRACTABLE AWNING BELOW FAX: 212 918 3439 EMAIL: INFO _NODENYC.COM WWW.NODEAEC.COM • CONSULTANTS: a 1 -11 112" 25'-0" • • SCALE: AS INDICATED • DRAWN BY: NODE P.C. CHECKED BY: NODE P.C. • NODE STAMP d SIGNATURE • / - N I I • \ I 9'-2 1/4" 58'-10 118" 11 • OVERALL`- 15'-11 7/8" 34'-10 518" 6'-11 7/8" • OWNER: TO CENTER OF OPG 5 1/2" 13'-0 3/4" 3 112" -10 114" 3 112" 13'-1 1/4" 5 112" -10 5/8" _ 1�12" ` AB 1 D I N KAND I C TO FACE OF FRAME 3 3 ,n 12'-II I/2" 4'-5 I/2" 13'-0" --- 9'-9 318" -- - • 3 HER ET II c PS xl2 Lo -41 203 IIco �,II I 1- 4 °-I�=== -____ _-___ _ 65 SF 3 • n M.BATH ? PSL 4X12 O _ 204 �O • 4 LVL 2XI2016" O.C. MAX I LVL &12016" O.C. MAX203 LL 126 SF 2048 = "' II i i MASTER ROOM II N ` REVISIONS/ISSUES SCHEDULE BEDROOM I 202 205 = 'n 19'-9" o` 13'-0" FOYER II 204A 6 _3 226 qF204C -5 3/8" b 1580SF 2 II ro 00' 205 II I •• - NO# DATE DESCRIPTION 73 SF °J o 02 10/26 POST APPROVAL #2 20100 5'-0" , 4 3/4 -5 518" 203A - - - iy 4 ,n I E - , -6x12•- --1 N II 203A II \W/ ELOW \ • 03 218 PAA FOR GARAGE LVL•2X12016" O.C. MAX,..= rn 4 I i I 208 5 x Lo ------ \\ • N AUND II � II PSL 4X12 - \ IL a- 3 212 23 S 4 BEDROOM 3 - II °? iv \ • c ;= EDROOM 2 0 207 I� in • rn 211 4 1 154 SF MASTER BEDROOM iy N 151 SF THR00 I THR00 N 20b II 205 N_ 401SF r 4 09 1 209 - 4 212 SF II . 0 C'' 6y12 N jj ZX ®'6 � 9. I �Z• •• PROJECT ADDRESS: — 11 � N � 3 11'-5 118" 5'-0" I• 5'-0" 10'-5 7/8" 3 II 3 ��� 57130 MAIN ROAD 17'-4112" 6 ,�y \ ° N SOUTHOLD, NY 11971 • 5'-7 I/4" 1 I 4 5'-7 114"Lo W -� �,\ • ' N N N N \\�T N 4 2X6016" O.C. MAX o 4 �y12w Ln � '� 1 gE�O • 51 112"15'-4 318" 5 112" 5'-8 112" 5 1/2" 4'-11 I/4" 3 I/2" 5'-1 1/4" 3 112" 10'-7 118" 3 I/2" 5'-4 718" 5 112" 5'-8 112" 5 112" 5'-5 318" 5 I/ 5'5',11 5/8'i 1/2"��x�2 � ,\ • 15'-9 718" a� 0• N I NI N N N �J I � > \ I vel \ PROJECT SCOPE: z - - - - - - - - - - - - - - - - - - - - I - - - - -6x1 - -- - - - - - - - - - - I - - -- - - -- - - - - - - - - - - - - `� 4 \ SINGLE FAMILY a7'-10" 8'-5" 8'-5" 8'-5" 8'-4 114" 7'-II 114" HOME L_ .511: I LA-301 �. •0 \ \ \ n .3LLJ \ a \\ `\• 2X0 v �� \\ a " 0. ui ULLJ \ O G MPS \\ o J \ \\41. \ DRAWING TITLE: 9• I �Z' \ 2ND FLOOR o \ N• X • \\ '' \\ q• I \Z• Lu \ S 9• I \2• \ LL \ 0 \ A o \� ' S�1Z J L - O 5\iZ 1 i PROJECT# 222 Q +�ala Z� 9531 l4' DRAWING# REVISION# uj \o N A-103 . 03 8 OF 33 6 BSCAN STICKER ofQ N 2ND FLOOD PLAN ofw 1 " 3/16" = 1'-0 U 2 V 4 5 6 2 3 4 5 b SHEET NOTES A _ # NOTE ,��,, I WOOD SIDING, SHIPLAP 2 1 1/4" LEDGESTONE TBD ARCHITECTURE ENGNEERING CGNSULIING P.0 3 DIMENSIONAL ASPHALT 330 WEST 38 STREET,#309 N k.r ROOFING SHINGLES NEW YORK,NY 10018 ^n k , 4 6" GUTTER WHITE, ALUMINUM TEL: 212 380 61 14 WHITE FAX: 212 918 3439 5 SOFFIT - WOOD SIDING EMAIL: INFO@_NODENYC.COM EGGSHELL WHITE - 6 ROOF AND PARAPET OUTLINE WWW.NODEAEC.COM 7 BELOW GRADE BUILDING OUTLINE CONSULTANTS: U-) }Y Jill ' r 41 ATTIC ® SCALE: 1/4" = 1'-0" 46.44 DRAWN BY: NODE P.C. Rej- mac.;r 4 CHECKED BY: NODE P.C. NODE STAMP Q SIGNATURE LO IF T— I r. 6 T� r� 36.00 — OWNER: 1% - / 101 /'� :.:�T•LI I •K,,. j_3 _ �, N7 — co 00 .i citRk !Ri7TV57-1 �' is s tr t s�n T FL SSUES SCHEDULE ® REVISIONS/I 24'87 NO# DATE DESCRIPTION J I GRADE — 24.12 - - - - - - -- - - - - - - - - - � - - - - - — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — A .02 10/26 POST APPROVAL #2 -1- - - - - -- - - - -- - - - - - - rt fi - - - 7 1- -- - - - - - I 1 .03 218 PAA FOR GARAGE rn � L - - - - - - - - - - - - - - - - - - -- - - - - - - -- -I—I- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - , - - - - - - - -� L - - - - - - - - -� I- - - - - - - - - -- - - - - - - -- - - - - - - -- - - - - - - - - -� Lo 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - J— —� — I— — B.O FOOTING — — — — — — — — — — — — — — — — — — - - - - - - - - - - - 19.56 WEST 1 114" = 1'-0" PROJECT ADDRESS: 57130 MAIN ROAD SOUTHOLD, NY 11971 i( lilht co o< IF TF-- 3 46.44 PROJECT SCOPE: Z SINGLE FAMILY O Q 4HOME � gk—A � 5 o 00 n (, 3 205 10 o Q o _ N I J W � 0 — i co J Q 6 — — — — — — 2-ND FL O z 36.00 W CID I W o rj �t� i :� ' sx �:��:. 4 �,.� - x7c^._ �-- ,r,l1i � -- - ..� ,j;jxc -�':•-Jc `> e DRAWING TITLE: EXTERIOR _ f✓ ...: - _ N O ori. a. - ELEVATION O 0 l )1 ' -- 0 W00 �. f ..� v }` :c 1t s, :,k, /rVIA � � fr�yi g K N ,r rR' (n W 1�R!x �t�f IlI y�t Yst s � !�� � �� �" �( �� '.�' �� j•,a�� ��' �( ��� �Fs'Is�`mss S a ��s r� ' ��c. � �`�� O - z; �` ,� IST FL — — 24.87 o A I I I I I I GR E I I 24.12 I I I I I I � PROJECT# 222 - - - -I� � - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --I F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - D/R�AWING# REVISION# o - - - -I L - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - -J — — — — — — — — — B.0 FOOT915G6 © A-201 . 03 11 of 33 N U) L- - -- -1 -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BSCAN STICKER d a AST _ L 2 w 114" = 1'-0" 2 3 4 5 6 I 1 2 1 3 1 4 5 1 6 ,,.-� SHEET NOTES 0 _ # NOTE I WOOD SIDING, SHIPLAP 2 1 1/4" LEDGESTONE TBD ARCHITECTURE ENIGNEERING CONST ONG P,C, 3 DIMENSIONAL ASPHALT 330 WEST 38 STREET,#309 ROOFING SHINGLES NEW YORK,NY 10018 4 6" GUTTER WHITE, ALUMINUM TEL: 212 380 6114 WHITE FAX: 212 918 3439 _ � 5 SOFFIT - OOD WHITESIDING EMAIL INFO _NODENYC.COM EGGSHELL r . 6 ROOF AND PARAPET OUTLINE WWW.NODEAEC.COM E 7 BELOW GRADE BUILDING =ryt M CONSULTANTS: 1 OUTLINEco � 3 0 iv — — — — — — — — — ATTR® o, 4 46.44 SCALE: 1/4" = 1'-0" 4 DRAWN BY: NODE P.C. 5 CHECKED BY: NODE P.C. �'pu.,1 _ -1 �-1 - -� NODE STAMP d SIGNATURE 07 ''l�'� 00 3 2ND FL 00 4 D 00 _ >OF --- ---- - -- l � \ ;at - T;w 4 OWNER: _.. N ABIDIN KANDIC + 109 —� + 108 ®—� -+- 107 I F S;. 1 III 110 1 of r _ !it, fY I _ IST FL "�?` _ _ 24.87 ® REVISIONS/ISSUES SCHEDULE - - - - - - GR E ® NO# DATE DESCRIPTION -- � - - - I- - r -- � - - - - - - - - - --�- -I— � - - - - - - - - - - - - - -- - - - - � — � - - - - - - - - - - - - - - - - - - - -I- -f - - - - - - - - - - - - - - - - - - - - - �—I -1- - - - - - - - - - - - - -�- - - - - - - - - - - - - - -I- - - - - - - - - - - - 7 — � � 24.12 -- 1? .02 10/26 POST APPROVAL #2 I I I I I I in .03 2/8 PAA FOR GARAGE L_ —L- — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - -L- -J- - - - - - - - - - - - - - - - - - - - L—I— J L - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - — — — — — — — — — — —J — B.O. FOOTING 19.56 n SOUTH —114" = 'V-0" PROJECT ADDRESS: 57130 MAIN ROAD 0O0 SOUTHOLD, NY 11971 o` 3 PROJECT SCOPE: z O 4 — — — AT 44 � SINGLE FAMILY a HOME � B co5 N 000 3 O O � an 0 ��' - J -a Q w b Lul — 2ND FL O 4 � 36.OD DRAWING TITLE: 4 �' 00 _j z n, EXTERIOR� �, - ,. � '' � '� «. "- f s � r : E ELEVATIONS _ F s rv- 't��- Fes-. r s-. rc- r� Fa- Fes-_ 1 IN vA Li t r i }1�; > "i s r s Ifs" � Yz K PDA LLJ 00 ILL O h' — �r 2 � � _. ij hs �,` 'T' rr�''•c� "'h � k i -k-� :- _ 2low '.> - F G tt >t_ til �`' IST FL — 24.87 I I PROJECT# 222 GR E - - - - - - - - - - - - - - -I- - - - - -T 24.12 DRAWING# REV ISION# 7 — � — � - - A-202 . 03 12 OF %3%3 Lu I I I I I I I I - - - - - L - - - - - - - - - - - I - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I BSCANSTICKER a L - - - - - - - - i- - - - - - - - - - L -1- - - - - - - - - - - - - - -i L - - - - - - - - - - - - — J - - - - - - - - - - - - J — — �L — — B.0 FOOTING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - En NORTH 19.56 2 11411 = 1'-0" U 2 4 5 6 2 3 4 5 6 0 SHEET KEYNOTES 0 _ i 1 �D. DORMER 2 ROOF GUTTER ARCHITECTURE ENaNEERING CONSUMING Ts,C �j 330 WEST 38 STREET,#309 ROOF SOFFIT NEW YORK,NY 10018 TEL: 212 380 6114 FAX: 212 918 3439 4 EXTERIOR SIDING, TYPICAL ON SECOND FLOOR EMAIL: INFO@_NODENYC.COM ATTIC / _ 0 - - - - - - E ® ATTIC - - - - - - - ® - 46.44 e' - IC / 46.44 ;� 46.44 � O LEDGESTONE, TYPICAL ON FIRST FLOOR W1NW.NODEAEC.COM NOjj�j PATIO SHADING DEVICE CONSULTANTS: / — / — — 2ND FL CEILING N F CEILING ® 45.00 L CEILING — — / — 4 45.00 ® j 4E151 00 ® 7O FIREPLACE / O LEDGESTONE FLASHING 2 10 2 3 ! 8 j O ATTIC/MECHANICAL SPACE `\� A-503 j 10 ROOF EAVE RETURN SCALE: AS INDICATED / DRAWN BY: NODE P.C. CHECKED BY: NODE P.C. Q 9i j NODE STAMP D SIGNATURE A-5 3 1 i 1 j 4 \ D ® 326��L — — — — — — ND FL 36.00 / — — 2ND L ® OWNER: 3 � ABIDIN KANDIC TERRACE — — — — / — �5o TERRAC — / //j/Exm/// TERRACE �1 ® 35.02 ' ' 35.02 ® j 35.02 IST FL CLG _ _ _ / —I — IST FL CLG _ IST FL CLG 34.37 �/ % 34.37 / 5'-10 5/8" 34.37 s I 2 -' b REVISIONSJISSUES SCHEDULE \\ = NO# DATE DESCRIPTION \ � o .02 10/26 POST APPROVAL #2 .03 218 PAA FOR GARAGE \ Q \ 5 00 \ / C j 2 A-sol PROJECT ADDRESS: 57130 MAIN ROAD SOUTHOLD, NY 11971 IST FL _ I / _ _ _ IST FL ® IST FL ® 24.87 - - �— 24.87 - - ® GRADE - - - - - GRADE - ---GRADE 24.12 "`_: - - 24.12 ® 24.12 I 7 44 � - ------I , I r ! i - - I ' ' I .•' „4 °.. as I ' � - � _ _ I I i p ° ! � i -- i - --- I : fl4CT SCOPE: - 4 _ - PROJECT Z B.C. FOOTING ! 'a ! — — �, A-501 B.O. FOOTING — — .' ! _I B O�FOOTING O : I 19.56 -- SINGLE FAMILY I � 19.56 I - - I - I 9.56 - HOME B -- --- co � n WALL SECTION 1 2 WALL SECTION 2 WALL SECTION 3 J � 112" = 1'-0" 1/2" = 1'-0" W 0 0 E J a z 1'-2 114' 1'-1 1/8" L I'-0" L 4 314" 41/81, L 9" Lu 114" 3" 8" 3 17/81, 1 1/2" 3"5/8" 5 112" 5/8" 314" 1 112" 3" 518" 5 1/2" 518" 518" 3� 112" T 5/8" 518" 3 12 3/4" I Ir5/8" 5 1/2" 5/8" oz FOUNDATION DRAINAGE BOARD LEDGESTONE VENEER, —AZEC SIDING 5/8" GYPSUM WALL BOARD 5/8" GYPSUM WALL BOARD AZEC SIDING DRAWING TITLE: 0 3" EPS INSULATION o SET IN MORTAR BACKING 2X3 BATTEN 3 112" STUD WALL 3 112" STUD WALL 2X3 BATTEN o a ,-` 8" CAST IN PLACE CONCRETE ---. --- WATERPROOF MEMBRANE ; n 3" EPS INSULATION 3 1/2" ACOUSTIC BATT INSULATION 5/8" ZIP SYSTEM WALL ALL SECTIONS 3" EPS INSULATION ° 2X3 BATTEN 5/8" ZIP SYSTEM WALL 5J8" GYPSUM WALL BOARD 5 I/2" STUD WALL o °y 3" EPS INSULATION 5 1/2 STUD WALL 5 112 BATT INSULATION 5J8" ZIP SYSTEM WALL ° ' 2" CLOSED CELL SPRAY FOAM INSULATION 5/8" GYPSUM WALL BOARD z r_) r 1 0 3 1/2" BATT INSULATION NOTE: WALL TYPE 4A TO BE SIMILAR, WITH 5 112" o 5 I/2" STUD WALL o 5/8" GYPSUM WALL BOARD STUD WALL REPLACING 3 I/2" STUD WALL z ° ° 2" CLOSED CELL SPRAY FOAM INSULATION o X ' -'+° o 3 112" BATT INSULATION w o 5/8" GYPSUM WALL BOARD o . . g 0 f o o C + i A FFT or ! O y O F 8" CONCRETE WITH 3" INSULATION EXTERIOR, STONE CLADDING EXTERIOR, SHIP LAP INTERIOR, TWO SIDES GYPSUM INTERIOR, ONE SIDE GYPSUM EXTERIOR, SHIP LAP PROJECT*1 2 3 4 5 T 222 F- N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. DRAWING# REVISION# LLJ N —302 .0% 14 OF 33 BSCAN STICKER a a w CJ 2 3 4 5 6 i 2 3 4 5 6 GENERAL SHEET NOTES 0 _ I. ALL DUCTWORK TO BE INTERNALLY INSULATED N-., ' D. 2. PROVIDE CODE OPERATED DAMPERS (COD) FOR ALL OUTLETS ARCHITECTURE ENGNEERING CONSUMING P.0 3. PROVIDE FIRE DAMPERS/ACCESS DOOR (FD/AD) AT ALL RATED 330 WEST 38 STREET,#309 PENETRATIONS NEW YORK,NY 10018 TEL: 212 380 6114 4. REFRIGERANT UNITS TO SWITCHED FROM ONE UNIT TO ANOTHER TO FAX: 212 918 3439 CONNECT PROPER CONDENSER MODEL TO AIR HANDLER MODEL ON EMAIL: INFO ,NODENYC.COM EACH RESPECTIVE FLOOR WWW.NODEAEC.COM E SYMBOLS LEGEND CONSULTANTS: DxD DUCT, "DxD" INDICATES DIMENSIONS kx-A RETURN/EXHAUST GRILLE CEILING MOUNTED OR rx-A - KX-A - KITCHEN EXHAUST A V CFM - TX-A - TOILET EXHAUST A - "V" INDICATES AIR FLOW PER MINUTE -EF - EXHAUST FAN -SF - SUPPLY FAN _._,coo CODE OPERATED DAMPER SCALE: AS INDICATED —FD/AD FIRE DAMPER/ACCESS DOOR DRAWN BY: NODE P.C. ---o MOTORIZED DAMPER AT OUTSIDE AIR INTAKE CHECKED BY: NODE P.C. ® CONDENSATE PUMP NODE STAMP Q SIGNATURE T PROGRAMMABLE THERMOSTAT MECHANICAL LEGEND \ � 25 SUPPLY AIR, CFM e Ell 25R RETURN AIR, CFM ' 25V VENTILATION AIR, CFM / D 25E EXHAUST AIR, CFM \ OWNER: ABIDIN KANDIC REVISIONS/ISSUES SCHEDULE Two (2) 3" DIAM. EXHAUST TUBES I NO# DATE DESCRIPTION FROM WALL ABOVE AND IN CELING - - TO CEILING EXHAUST GRILL TYP. j .03 2/8 PAA FOR GARAGE F E I i I --: AC-I.I I 20E 25E I� OCU-1 LOCATE VRF CONDENSER UNIT ON MIN. 3" REINFORCED -- - �L- ___.__ ___- _ ,�� CONCRETE PAD W! CHAMFERRED EDGES; PROVIDE MODELERD VIBRATION INSULATION EQUALON MOUNTS; KINETICS INSTALL 12x24" ALUMINUM RE IRN - 125PROJECT ADDRESS: GRILLE IN WALL; CONNECT T _;� �I I I; RETURN-PLENUM.T_IT.US 355E R F 57130 MAIN ROAD APPROVED EQUAL. INSTALL AIC REFRIGERANT DISTRIBUTION BOX ON WALL- FIELD VERIFY COMPLIANCE WITH MFGR SOUTHOLD, NY 11971 RESTMCTIONS ON REFRIGERANT PIPING LENGTHS.* DIAM. 711 DIAM. CONTRACTOR TO PROVIDE LOCATION FOR INSTALLATION 3-WA 125 0 3-WA 125 0 3-WA 125 I.. ! 25V 20V -_ PROJECT SCOPE: o SINGLE FAMILY Two (2) 3" DIAM. SUPPLY-TUBES Q ❑ FROM WALL ABOVE AND IN ICELING !I BL J TO CEILING EXHAUST GRILLE. TYP. \ HOME 0 a n i n W Lu Lu o DRAWING TITLE: - IST FL MECHANICAL PLAN z t w . X W A J 0 2 F- PROJECT# 222 DRAWING# REVISION# IST FL MECHANICAL PLAN M-101 Lu . 03 21 of 33 1- 1 1_On BSCAN STICKER 1 Q Q w CJ 2 3 4 5 6 2 3 4 5 6 GENERAL SHEET NOTES 0 _ I. SERVICE WATER HEATING EQUIPMENT SHALL BE PROVIDED WITH CONTROLS TO ALLOW A SET POINT OF 110 F FOR EQUIPMENT SERVING DWELLING UNITS 2. ALL WATER HEATING EQUIPMENT SUPPLIED WITH INTEGRAL HEAT TRAPS ARCHITECTURE ENGNEERINGCONSULIINGP.0 3. ALL WATER PIPING TO BE INSULATED WITH I" INSULATION HAVING 330 WEST 38 STREET,#309 CONDUCTIVITY NOT EXCEEDING 0.27 BTU PER IN/HR XFT2XF NEW YORK,NY 10018 4. ALL HOT WATER HEATERS SPECIFIED ARE GAS TEL: 212 380 61 14 HOT WATER HEATERS FAX: 212 918 3439 EMAIL: INF O@N OD ENYC.COM 2010 ECCC TABLE 503 - 2. 8 www.NODEAEc.conn E MINIMUM PIPE INSULATION CONSULTANTS: NOMINAL PIPE DIAMETER FLUID < 1.5" >_ 1.5" STEAM 1 112 3 HOT WATER 1 112 2 CHILLED WATER, BRINE OR 11/2 I I/2 SCALE: AS INDICATED 0 REFRIGERANT DRAWN BY: NODE P.C. CHECKED BY: NODE P.C. NODE STAMP 5 SIGNATURE_ � 1 . - . - - - - —� WATER HEATER \ / D REVERSE OSMOSIS FILTRATION AND WATER NEW WATER SERVICE SOFTENING SYSTEM WITH SIZE TBD BY OTHERS PUMP AND EXPANSION TANK `�--- - - - - - - - - i'H OWNER: -HB- - 1•R I•C AB I D I N KAND IC -1/2'CW I, I'FWRUP 2'VENT 2.W -- -e—STACK-UR–––– av�2*v UP 1/2'CW UP I/2'CW 3w UP 1/2'HW UP _ I/2'HW UP r--uz uw ur a 3w 3w INV: 22' - 1 112" REVISIONS/ISSUES SCHEDULE 2' rw 21V UP NO# DATE DESCRIPTION CLEAN1�3'W UP TO PROPOSED ON OUT 2w l CLEAN SITE SEPTIC SYSTEM, 4'W w w 4w 4w OUT .03 2/8 PAA FOR GARAGE SEE DOH PLA INV: 20' - 10" INV: 21' - 2" INV: 21' - 3 112" INV: 21' - 10 112" INV. 21' - II 1/2" C 2w .0 PROJECT \ PROJECT ADDRESS: INV: 22' - 4" 5 713 0 MAIN ROAD SOUTHOLD, NY 11971 INV: 22' - 7 112" 3/4'CW UP "```` 3/4'CW I/2'CW 2 V UP ✓ 2w L�N�00R o PROJECT SCOPE: SINGLE FAMILY O HOME B 00n I n 0 N I . . J W O J Q W U I W V) O O DRAWING TITLE: � Too..? e • IST FL PLUMBING 0 '�� \ o y PLAN zO NOTE:ADDITIONAL CONSIDERATION F\NTO POOL PUMP, HEATER, FILTER DESIGN TO BE DONE BY POOL w CONTRACTOR Lu LL V ,..r A "_DEDICATED o DRYW E J O 2 H PROJECT# 222 CL H DRAWING# REVISION# Lu PL-101 . 03 25 OF 33 BSCAN STICKER a 1ST FLOOR PLUMBING PLAN w 3116" = 1'-0" 2 5 4 5 6 I 2 3 4 5 b GENERAL POWER NOTES 0 _ I. ALL POWER CIRCUTIS TO BE CIRCUITED TO PANEL RP, UON. J, 2. NUMBERS ADJACENT OR POINTING TO RECEPTACLE INDICATE CIRCUIT NUMBERS. CONCRACTOR TO PROVIDE LABOR ARCHIT OSEENGNEERINGCOWIINGRC AND MATERIAL REQUIRED TO COMPLETE CIRCUITING ALL TO ITS RESPECTIVE PANELBOARD. 330 WEST 38 STREET,#309 3. ALL BRANCH CIRCUITS SHALL BE PROVIDED WITH SEPARATE NEW YORK,NY 10018 NEUTRAL CONDUCTORS. TEL: 212 380 6114 FAX: 212 918 3439 4.TOILETE EXHAUST FAN TO BE TIED INTO EMAIL: INFO@_NODENYC.COM LIGHT SWITCH CONTROL INSIDE RESTROOM VVWW.NODEAEC.COM E ` 0 4� WALL MOUNTED IN A SINGLE GANG OUTLET BOX ._ I:�=-- ------ - OUTLET (DUPLEX), 120 VOLT, 20 AMPS, GROUNDING TYPE, TAMPER RESISTANT WALL MOUNTED IN A DOUBLE GANG OUTLET I BOX.(QUAD), 120 VOLT, 20 AMPS, GROUNDING TYPE, i TAMPER RESISTANT z WALL MOUNTED DUPLEX RECEPTACLE (GFI), 120 VOLT 20 AMPS, GROUNDING TYPE, TAMPER RESISTANT SCALE: AS INDICATED i. , I CABLE TV OUTLET BACK-BOX WITH 3/4" CONDUIT DRAWN BY: NODE P.C. 1 STUB-UP TELE/DATA OUTLINE WITH 3/4" LONDUIT STUB-UP, CHECKED BY: NODE P.C. NODE STAMP M SIGNATURE_ 'I PJO JUNCTION BOXES (WALL, CEILING) / i� i! TX EXHAUST FAN (TOILET) / KX EXHAUST FAN (KITCHEN)ELECTRICAL UTILIT METER. FINAL LOCATION= _, MD MOTORIZED DAMPER -TO BE COORDINATE ITH UTILITY COMPANY CUBYRNE ELLORA QI POWER/USB CHARGING STATIONf1 - --- -- ---- -- ----- SERVICE DP WP - - - ---- GFIDESK TOP RECESSED SWITCH=�= -_ _-_-=_ '-- - - -. -..-_ i SS'® R R®� -- �� WPBB BRANCH BOX COORDINATE EXACT LOCATION WITH t' T" --- - -- _ -- ---- - �-- HVAC PLANS. — -------- -- - - I --- , --.- #I _.. - RF200/150/2 I..: \- i' Y'-{,_. i, OWNER: #I I I \ GF GFI #(37 39) (2 SECT) I I �=-�fi--=`- $T� , - , ; ; \ I _ ELECTRICAL ABBREVIATIONS ABIDIN KANDIC I ; 3oi #IIS — GFIT#12. GFI 1I A AMPS AC-1.1191 jl! f. ,`I '` C CONDUIT #(42,44) G GROUND P i-- #I - F GFI GROUNDFAULT INTERRUPTER �. f{ 1 #14 Ji GFI�'�� N.T.S. NOT TO SCALEli PNL PANEL i SS SERVICE SWITCH - - #3 GFI #12 - -- --- --- . L J _ GFI ��R SEP SEWER EJECTOR PUMPREVISIONS/ISSUES SCHEDULE #9 #13--= __--_ 2 3 4 5 6 GENERAL LIGHTING PLAN NOTES _ I. ALL LIGHTING CIRCUITS TO BE CIRCUITED TO PANEL RP,UON. '' 2. NUMBERS ADJACENT, OR POINTING TO LIGHT FIXTURES AND S&CMD ARCHITECTURE ENGNEERINGCONSULIINGP.0 INDICATE CIRCUIT NUMBERS. 330 WEST 38 STREET,#309 CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL. REQUIRED TO NEW YORK,NY 10018 INTERCONNECT FIXTURES WITH SAME CIRCUIT NUMBERS, AND TO TEL: 212 380 6114 COMPLETE THE CIRCUITING BACK TO ITS RESPECTIVE PANEL BOARD. FAX: 212 918 3439 3. CONTRACTOR SHALL PROVIDE LABOR AND MATERIAL. REQUIRED TO EMAIL: INFO a�j`JODENYC.COM INTERCONNECT FIXTURES ON THE SAME SWITCH LEG AND TO COMPLETE WWW.NODEAEC.COM E DESIRED SWITCHING/DIMMING. 4. ALL BRANCH CIRCUITS SHALL BE PROVIDED WITH SEPARATE NEUTRAL CONSULTANTS: - _ - i CONDUCTORS. i -_-_=— — 5. ALL LUMINAIRES ARE SPECIFIED AS LED HIGH EFFICACY, NO FLOURESCENT LUMIANRS SPECIFIED - - SYMBOLS LEGEND RECESSED CEILING LIGHT SCALE: As INDICATED 1 0 RECESSED CEILING WALL WASHER DRAWN BY: NODE P.C. i I I� SURFACE MOUNTED LIGHT CHECKED BY: NODE P.C. I NODE STAMP d SIGNATURE r I. PENDANT LIGHT -� I CEILING FAN n i WALL SCONCE D5 -------e� -� T \ �'� ® EXTERIOR WALL SCONCE WEATHERPROOF3 03 _ #36 i #36 i\' - -\- SWITCH - SINGLE POLE MOUNTED IN A SINGLE OWNER: r �j UP TO 2ND FL 1 1 - GANG BOX. -- Q Q I #36 , #36> ,. A B I D I N K AND I C #40�� ` I -0` - 0 ' DIMMER - THREE WAY MOUNTED IN A SINGLE GANG c D3 BOX. I �- l DIMMER - FOUR WAY MOUNTED IN A SINGLE GANG #36' ' 1,i ��' Box. I #36 #35 -\ #36 #36 }�� — 1 �D DIMMER SWITCH #40" ` #36 (_ #36)0 HARD WIRED, CEILING MOUNTED, COMBINATION #361 SMOKE & CARBON MONOXIDE ALARM EQUIPPED WITH ° A r / '' i #36 i/ I �� " BATTERY BACKUP ----------___--- ` ___�� - -- - - -- --- -- - - - -- - ---- -- `� REVISIONS/ISSUES SCHEDULE RECESSED CEILING SPEAKER NO# DATE DESCRIPTION PP#9 t �: .' 11 \` • -1L 03 2/8 PAA FOR GARAGE pc R �� PP#9 1 t a #36` *#36 ,' #36 #36 ` #36 ► t - - ELECTRICAL ABBREVIATIONS ---- V ` / 11 �� `\ A AMPS #36 I PP#9 j 1 \ C CONDUIT ------- �I I � PP#9 _� �` t G GROUND C ;;it _ #36 _ - _ -_ - #^36 I �r N �` , GFI GROUND FAULT INTERRUPTER - _ - _ N.T.S. NOT TO SCALE - � P #9 P NL PANEL - P SS SERVICE SWITCH ' + SEP SEWER EJECTOR PUMP PROJECT ADDRESS: #40 #40 #40 #40 #40 #40 ` 57130 MAIN ROAD \ �' t 11 � PP#9 I 0 \ I TV TELEVISION ---J `� —� �— ,•' �.----- t 1 �' ' r TYP TYPICAL SOUTHOLD NY 11971 #38 #38 #38 �� t 1 � � � �. UON UNLESS OTHERWISE NOTED ! V VOLTS PP#_91 PP#9 W WATTS WP WEATHERPROOF PP#9 �' s" .Y .n..- , 0 PHASE tt PP#9 NOTE: tt �' PP#9 ,' I. PROVIDE AIR SEALS AT ALL LIGHT FIXTURES LOCATED IN EXTERIOR WALLS PP#9 = - __ �' ROOF CEILING �, �s 2. ALL LIGHTS IN DWELLING UNITS ARE HIGH EFFICIENCY DIMMABLE LED i, r 1 PP#9 LAMPS CONTROLLED MANUALLY BY OCCUPANT � -.i . I- \ PROJECT SCOPE: z c Q SINGLE FAMILY vl'� < . : I PP#9 \ HOME o Bt o I \ 1 1 LLJ N 1 \\ ` PP#9 W Lli o \ PP#9 O-A V, DRAWING TITLE: IST FLOOR LIGHTING , - \ PLAN o \, H w 1-- - S ; u- 9 A 0 PROJECT# 222 DRAWING# REVISION# Y w E-104. .03 32 OF \ BSCAN STICKER 2 1 ST FLOOR LIGHTING PLAN 3111611 - 1 -0 110-1Lu 2 3 4 5 6 o. D_ >57190 MAIN ROADSOUTHOLD > NY 11971 ARCHITECTURE ENGINEERING CONSULTING P 330 WEST 38 STREET,#309 NEW YORK, NY 10018 ,NEW 2 STORY SINGLE FAM I DWELLINGTEL: 212 380 61 " FAX: 212 918 34: EMAIL: INFO@NODENYC.CO EAEC COM CONSULTANTS: 1p �- — SCALE: 12" = 1'-0" . - _' DRAWN BY: NODE P.C. w CHECKED BY: NODE P.C. --- _ NODE STAMP 8. SIGNATURE —x n, _m s u I. 1 f ' r , OWNER: qB I D I N KAN D I C " DWI - �. — — REVISIONS/ISSUES SCHEDULE NO# DATE DESCRIPTION INDEX OF GENERAL SHEETS INDEX OF MECHANICAL SHEETS PAGE NUMBER SHEET NUMBER SHEET NAME PAGE NUMBER SHEET NUMBER SHEET NAME I G-100 COVER S-IEET 19 M-001 MECHANICAL NOTES AND SPECIFICATION 2 G-101 GENERAL NOTES 20 M-002 MECHANICAL NOTES AND SPECIFICATION 3 G-102 TABLES FOR GENERAL NOTES 21 M-101 IST FL MECHANICAL PLAN L��0 p Uro �. � .. 22 M-102 2ND FL AND ATTIC MECHANICAL PLANS MOUM IQID �a r-RTIFICA TION INDEX OF ARCHITECTURAL SHEETS INDEX OF PLUMBING SHEETS �Lu�" cTENTBEFOREY PROJECT ADDRESS: PAGE NUMBER SHEET NUMBER SHEET NAME _ PAGE NUMBER SHEET NUMBER SHEET NAME �N LEAD IF CATS OF ��'CUPANC 57190 1 IAi N ROAD 4 A-001 ZONING 23 PL-001 NOTES, SITE PLAN ' . �C1R ATER A-100 SITE 24 _ PL-101 IST FL PLUMBING ' _ —"'— SOLDER �S TEM CANNOT SOUTHOLD, NY I i97I 5 PLAN Sll�'PLY SYSo LEAD- 25 A-101 FOUNDATION 25 PL-102 2ND FLOOR PLUMBING PLAN "' 2/1� OF 1 / 0 EXCEED 7 A-102 IST FLOOR 26 PL-300 RISER DIAGRAMS `F f i`T T1'` 8 A=103 2ND FLOORt'r , ' „CF NE'v;` �� 9 A-104 ROOF PLAN 1" rl t r FOR �V� 10 A-105 ROOM FINISH PLANS AND SCHEDULE INDEX OF ELECTRICAL SHEETS DF �I fl IOR Ocf;�1� �` ��I 11 A-201 EXTERIOR ELEVATION ���i-�h;'.,����� ERRORS, ���� �S �������� PAGE NUMBER SHEET NUMBER SHEET NAME r G 12 A-202 EXTERIOR ELEVATIONS 27 E-001 ELECTRICAL SPECIFICATIONS I"�HO�,JT GE��IFIGA ALL WAST 13 A-301 BUILDING SECTIONS PAN�'Y 8, h,ALrR Li- S I O 28 E-101 ELECTRICAL RISER DIAGRAMS AND SCHEDULES �� Occu COVERING 14 A-302 WALL SECTIONS 29 E-102 IST FLOOR POWER PLAN TC'�`1VG BtF ;"' 15 A-501 DETAILS 02 DETAILS 30 E-103 2ND FLOOR POWER PLAN 16 A-5 17 A-501 DOOR SCHEDULE 31 E-104 IST FLOOR LIGHTING PLAN DO NOT PROCEED W" 18 A-602 I WINDOWS SCHEDULE 32 E-105 2ND FL LIGHTING PLAN FRAMING UNTIL SURVEY OFHFOUNDATION APPROVED� PROJECT SCOPE: AS BEEN � QFF SINGLE FAMILY S�pRM w APp EFi 236 HOME F-���' p6?'S tiSODS_ > �F ��OETaWN 0 _ v z 0 a Q I J 0 I 0 I 0 N I Lu DRAWING TITLE: 0 0 COVER SHEET Q ry z w I Lu 0 0 J O _ F- O 0 i 0 0 x m con PROJECT# EL 0 r DRAWING# REVISION# uj G-100 I OF 32 o BSCAN STICKER Q a N w w I 5 4 5 6 I 2 3 4 5 6 TABLE R602.30) FASTENING SCHEDULE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - CHAPTER 3 BUILDING PLANNING - - - - - CHAPTER 5 - FLOORS CHAPTER 7 - WALL COVERING CHAPTER 9 ROOF ASSEMBLIES ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION R301 DESIGN CRITERIA R501 GENERAL-- SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS AS PER R701.2 INSTALLATION-- PRODUCTS SENSITIVE TO ADVERSE WEATHER SHALL R901.1 SCOPE-- THIS CHAPTER SHALL GOVERN THE DESIGN, MATERIALS, R301.1 APPLICATION-- BUILDINGS AND STRUCTURES SHALL BE CONSTRUCTED SECTION R301 NOT BE INSTALLED UNTIL ADEQUATE WEATHER PROTECTION FOR THE CONSTRUCTION AND QUALITY OF ROOF ASSEMBLIES TO SAFELY SUPPORT ALL LOADS- DEAD, LIVE, ROOF, FLOOD, SNOW, WIND AND R502 WOOD FLOOR FRAMING INSTALLATION IS PROVIDED. EXTERIOR SHEATHING TO BE DRY BEFORE R902 FIRE CLASSIFICATION ROOF -- SEISMIC LOADS R502.1.1 SAWN LUMBER-- SHALL BE IDENTIFIABLE BY GRADE MARK OF APPLYING EXTERIOR COVER R902.1 ROOF COVERING MATERIALS-- ROOF TO BE COVERED WITH MATERIALS ARCHITECTURE ENGINEERING CONSULTING P.C. R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA-- ESTABLISHED BY ACCREDITED LUMBER AGENCY AND DESIGN VALUES IN ACCORDANCE WITH R702.1 INTERIOR COVERING GENERAL-- INTERIOR COVERING OR WALL FINISHES IN ACCORDANCE WITH R904 AND R905 I BLOCKING BETWEEN CEILING JOISTS 4-8D BOX; 3-8D COMMON; 3-I0D TOE NAIL 330 WEST 38 STREET,#309 TABLE R301.2(I) SECTION R301 SHALL BE INSTALLED IN ACCORDANCE WITH THIS CHAPTER AND TABLES R903 WEATHER PROTECTION OR RAFTERS TO TOP PLATE BOX; 3-3°X0. 131° NAILS R301.3 STORY HEIGHT-- WOOD WALL FRAMING, STORY NOT TO EXCEED 11'7", R502.2.2 BLOCKING AND SUBFLOORING-- BLOCKING FOR PANEL FASTENING AND R702.10), R702.1(2), R702.1(3) AND R702.3.5. INTERIOR FINISHES SHALL R903.2 FLASHING-- FLASHING TO BE INSTALLED IN A MATTER THAT NEW YORK, NY 10018 WITH THE EXCEPTION BEING AN ALLOWABLE ADDITIONAL 8' HEIGHT FOR SUBFLOORING TO BE UTILITY GRADE OR NO. 4 COMMON GRADE. FIREBLOCKING CONFORM TO THE FLAME SPREAD AND SMOKE-DEVELOPMENT REQUIREMENTS PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS 2 CEILING JOISTS TO TOP PLATE SAME AS ABOVE PER JOIST, TOE NAIL TEL: 212 3806114 GABLE END WALLS TO BE ANY GRADE OF R302.9 IN COPINGS. FAX: 212 918 3439 R301.4 DEAD LOAD-- ACTUAL WEIGHT OF MATERIALS AND CONSTRUCTION R502.3 ALLOWABLE JOIST SPANS-- REFER TO TABLE R502.3.10) R702.3 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS R903.2.1 LOCATIONS-- FLASHING TO BE INSTALLED AT WALL AND ROOF CEILING JOIST NOT ATTACHED TO EMAIL: INFO@NODENYC.COM SHALL BE USED TO DETERMINE DEAD LOAD R502.3.3 FLOOR CANTILEVERS-- REFER TO TABLE 502.3.3(1) R702.3.1 MATERIALS-- MUST COMPLY WITH ASTM C 22, C 475, C 514, C 1002, C INTERSECTIONS, WHEREVER A CHANGE IN ROOF SLOPE OR DIRECTION AND 3 PARALLEL RAFTER, LAPS OVER 4-I0D BOX; 3-16D COMMON; FACE NAIL E R301.5 LIVE LOAD-- REFER TO TABLER301.5 R30156 8502ON ODEMRINGU JOIBEARING AND MASONRY/CONCRETEGIERST HAVE WITHMINIMUM1. BEARING 5047, CI177, C 1178, C 1278, C 1396, AND ADHESIVES SHALL CONFORM TO ASTM C AROUND ROOF GALVANIZED SHEET PARTITIONS METAL FLASHING IS TO BE A MINIMUM 26 GAUGE LF-3"X0, 131" NAILS WWW.NODEAEC.COM R301.7 DEFLECTION-- REFER TO TABLE R301.7 NOMINAL SILL PLATE R702.3.2 WOOD FRAMING-- AT LEAST 2" NOMINAL IN LEAST DIMENSION R904 MATERIALS PARTITIONS R302 FIRE-RESISTANT CONSTRUCTION R502.6.1 FLOOR JOIST LAPPING-- JOISTS LAPPING OVER BEARING SUPPORT AT R702.3.5 APPLICATION-- SUPPORTS AND FASTENERS PRESCRIBED BY TABLE R904.2 COMPATIBILITY OF MATERIALS-- ROOF ASSEMBLIES SHALL BE OF CEILING JOIST ATTACHED TO CONSULTANTS: R302.1 EXTERIOR WALLS-- COMPLY WITH TABLE R302.1(I) LEAST 3" WITH MINIMUM THREE(3) IOD NAILS R702.3.5. ALL EDGES AND ENDS OF GYPSUM BOARDS AND PANELS SHALL MATERIALS THAT ARE COMPATIBLE WITH EACH OTHER AND WITH THE 4 PARALLEL RAFTER (HEEL JOINT) TABLE R802.5. 1(9) FACE NAIL R302.7 UNDER-STAIR PROTECTION-- ENCLOSED, ACCESSIBLE SPACE UNDER R502.8 CUTTING, DRILLING, NOTCHING-- REFER TO FIGURE R502.8- NO NOTCHESOCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE THAT ARE PERPENDICULAR STRUCTURE TO WHICH THEY ARE APPLIED. STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE, AND ANY SOFFITS IN MIDDLE THIRD OF JOIST, CENTER CUT NOTCH DEPTHS NOT TO EXCEED D/6, TO FRAMING MEMBERS. INTERIOR GYPSUM BOARD SHALL NOT BE INSTALLED R905 REQUIREMENTS FOR ROOF COVERINGS COLLAR TIE TO RAFTER, FACE NAIL PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM WIDTHS D/3. END CUT NOTCH DEPTHS NOT TO EXCEED D/4. DRILLING NOT TO WHERE IT IS DIRECTLY EXPOSED TO WEATHER OR TO WATER R905.1 ROOF COVERING APPLICATION-- MATERIALS SHALL BE APPLIED IN 4-I0D BOX; 3-I0D COMMON; FACE NAIL EACH R302.9.1 FLAME SPREAD INDEX-- WALL AND CEILING FINISHES SHALL HAVE A EXCEED D/3 WITH MINIMUM 2" FROM TOP AND BOTTOM OF JOIST R702.3.7 WATER-RESISTANT GYPSUM BACKING BOARD-- USED AS BASE FOR ACCORDANCE WITH THIS SECTION AND WITH MANUFACTURER INSTRUCTIONS. 5 OR 1-1/4°X20 GA. RIDGE STRAP TO FLAME SPREAD INDEX NO GREATER THAN 200 R502.9 FASTENING-- REFER TO TABLE R602.3(I) CERAMIC TILE FINISH, MUST CONFORM TO ASTM C 1396, ASTM C 1178, ASTM C R905.1.1 UNDERLAYMENT-- ALL UNDERLAYMENT MATERIALS TO COMPLY WITH RAFTER 4-3"X0. 131" NAILS RAFTER R302.9.2 SMOKE-DEVELOPED INDEX-- WALL AND CEILING FINISHES SHALL R502.10 FRAMING OF OPENINGS-- FLOOR OPENINGS TO BE FRAMED WITH HEADER1278 ASTM D 226, D 1970, D 4869, D 6757, AND INSTALLED IN ACCORDANCE WITH HAVE A SMOKE-DEVELOPED INDEX NO GREATER THAN 450 AND TRIMMER JOISTS OF EQUAL DEPTH. HEADER JOISTS IN EXCESS OF 4' TO BER702.4 CERAMIC TILE TABLES R905.1.1(2) AND R905.1.1(3) R302.11 FIREBLOCKING-- SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND DOUBLED. TRIMMER JOISTS BEYOND 3' OF SUPPORT TO BE DOUBLED R702.4.1 GENERAL-- INSTALLED IN ACCORDANCE WITH ANSI A108.1, A108.4, R905.1.2 ICE BARRIERS-- CONSISTS OF NO LESS THAN TWO LAYERS OF 2 TOE NAILS ON ONE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE R502.12 DRAFTSTOPPING-- IN ACCORDANCE WITH R302.12 A108.5, A108.6, A108.11, A108.1, A108.3, A136.1, A137.1 UNDERLAYMENT CEMENTED TOGETHER, EXTENDING AT LEAST 24" FROM THE SIDE AND, I TOE NAIL SCALE: AS INDICATED BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF R502.13 FIRESTOPPING-- IN ACCORDANCE WITH R302.11 R702.4.2 BACKER BOARDS-- MATERIALS SHALL CONFORM TO REQUIRED EXTERIOR WALL LINE OF THE BUILDING. 3-16D BOX; 3-I0D COMMON; 4-I0D SPACE R503 FLOOR SHEATHING STANDARDS PRESCRIBED BY TABLE R702.4.2 R905.2.1 ASPHALT SHINGLES SHEATHING REQUIREMENTS-- SHALL BE 6 RAFTER OR ROOF TRUSS TO PLATE ON OPPOSITE SIDE OF R302.14 COMBUSTIBLE INSULATION CLEARANCE-- COMBUSTIBLE INSULATION R503.2 WOOD STRUCTURAL PANEL SHEATHING-- TO COMPLY WITH DOC PS I, DOCR702.7 VAPOR RETARDERS-- CLASS I OR 11 REQUIRED ON INTERIOR SIDE OF FASTENED TO SOLIDLY SHEATHED DECK BOX; 4-3"X0131". NAILS EACH RAFTER OR DRAWN BY: NODE P.C. SHALL BE SEPARATED NOT LESS THAN 3 INCHES FROM LUMINAIRES, FAN PS 2, CSA 0437, CSA 0327. SHALL BE IDENTIFIABLE BY GRADE MARK FOR GRADE,FRAME WALLS IN CLIMATE ZONE 6 R905.2.2 SLOPE-- ASPHALT SHINGLES ARE ALLOWABLE ON ROOFS WITH A MOTORS, AND OTHER HEAT-PRODUCING DEVICES BOND, AND PERFORMANCE. REFER TO TABLE R503.2.1.10) FOR ALLOWABLE R702.7.2 MATERIAL VAPOR RETARDER CLASS-- CLASS I - SHEET SLOPE AT LEAST 2:12 TRUSS CHECKED BY: NODE P.C. R303 LIGHT, VENTILATION AND HEATING SPANS. POLYETHYLENE, CLASS II - KRAFT-FACED FIBERGLASS BATTS R905.2.3 UNDERLAYMENT-- SHALL COMPLY WITH R905.1.1 ROOF RAFTERS TO RIDGE VALLEY SAME AS ABOVE TOE NAIL NODE STAMP a SIGNATURE_ R303.1 HABITABLE ROOMS-- SHALL HAVE AN AGGREGATE GLAZING AREA OF R503.2.3 INSTALLATION-- SUBFLOOR PANELS TO BE ATTACHED IN ACCORDANCE R703 EXTERIOR COVERING R905.2.4 ASPHALT SHINGLES-- SHALL COMPLY WITH ASTM D 3462 NO LESS THAN 8% OF THE FLOOR AREA. NATURAL VENTILATION SHALL BE WITH TABLE R602.30) R703.1 GENERAL-- SHALL PROVIDE THE BUILDING WITH A WEATHER-RESISTANT R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES-- SHALL BE TESTED IN 7 OR HIP RAFTERS OR ROOF RAFTER / THROUGH WINDOWS, DOORS OR OTHER APPROVED OPENINGS TO THE OUTDOOR R506 CONCRETE FLOORS (ON GROUND) ENVELOPE, INCLUDING FLASHING EXPLAINED IN R703.4 ACCORDANCE: WITH ASTM D 7158 AND MEET THE CLASSIFICATION TO MINIMUM 2" RIDGE BEAM 3-I6D BOX; 2-16D COMMON; 3-I0D END NAIL / \ AIR, AND SHALL BE OPERABLE (FROM THE ROOM. THE OPENABLE AREA TO THE R506.1 GENERAL-- DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH R506 ORR703.1.1 WEATHER RESISTANCE-- EXTERIOR SHALL PREVENT ACCUMULATION OF REQUIREMENTS OF TABLE R905.2.4.1 BOX; 3-3°X0. 131° NAILS OUTDOORS SHALL BE NO LESS THAN 4% OF THE FLOOR AREA BEING ACI 332. MINIMUM 3.5" THICKNESS AND COMPRESSIVE STRENGTH DICTATED BY WATER WITHIN THE WALL BY PROVIDING A WEATHER-RESISTANT BARRIER R905.2.5 FASTENERS-- FASTENERS ARE TO BE GALVANIZED STEEL, VENTILATED. TABLE R402.2 BEHIND THE EXTERIOR VENEER STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS. MINIMUM 12 GAUGE R303.3 BATHROOMS-- BATHROOMS, WATER CLOSET COMPARTMENTS SHALL BE R506.2 SITE PREPARATION-- ALL VEGETATION, TOP SOIL AND FOREIGN MATE RIAIR703.1.2 WIND RESISTANCE-- WALL COVERING, BACKINGS, AND OTHER SHANK AND MINIMUM 3/8" DIAMETER HEAD IN COMPLIANCE WITH ASTM F 1667, WALL 1 I PROVIDED WITH AN AGGREGATE: GLAZING AREA NO LESS THAN 3 SQUARE TO BE REMOVED. ATTACHMENTS SHALL BE CAPABLE OF RESISTING WIND LOADS AS PRESCRIBED NOT TO PENETRATE THE ROOF SHEATHING MORE THAN 3/4". �� FEET ONE HALF TO BE OPENAE3LE R506.2.1 FILL-- FREE OF VEGETATION AND FOREIGN MATERIAL, COMPACTED TO IN TABLES R301.2(2) AND R301.2(3) R905.2.6 ATTACHMENT-- SHALL BE ATTACHED WITH THE MINIMUM REQUIRED $ STUD TO STUD (NOT AT BRACED 16D COMMON 24 O.C. FACE NAIL R304 MINIMUM ROOM AREAS ENSURE UNIFORM SUPPORT OF SLAB. SAND AND GRAVEL NOT TO EXCEED 24", R703.2 WATER-RESISTIVE BARRIER-- ONE LAYER OF NO. 15 ASPHALT FELT, BY MANUFACTURER OR FOURW PER STRIP SHINGLE. WALL PANELS) IOD BOX 16" O.C. FACE NAIL R304.1 MINIMUM AREA-- HABITABLE ROOMS SHALL HAVE A FLOOR AREA NO EARTH NOT TO EXCEED 8". FREE OF HOLES AND BREAKS, IN COMPLIANCE WITH ASTM D 226 FOR TYPE I R905.2.8 FLASHING y D LESS THAN 70 SQUARE FEET R506.2.2 BASE-- 4" THICK BASE COURSE OF SAND, GRAVEL, CRUSHED FELT OR APPROVED WATER-RESISTIVE BARRIER, WITH MINIMUM 6" OVERLAP AT R905.2.8.1 BASE AND CAP FLASHING-- TO BE INSTALLED WITH MANUFACTURER STUD TO STUD AND ABUTTING STUDS I6D BOX 12" O.C. FACE NAIL % R304.2 MINIMUM DIMENSIONS-- HABITABLE ROOMS SHALL BE NO LESS THAN STONE/CONCRETE/SLAG WHEN SLAB IS BELOW GRADE. JOINTS INSTRUCTIONS, BASE AND CAP FLASHING TO BE MINIMUM 0.5MM CORROSION- 7' IN ANY HORIZONTAL DIMENSION R506.2.3 VAPOR RETARDER-- 6-MIL POLYETHYLENE SHEET, LAPPED 6' AT R703.4 FLASHING-- CORROSIVE-RESISTANT MATERIAL TO BE APPLIED IN RESISTANT METAL 9 AT INTERSECTING WALL CORNERS % R305 CEILING HEIGHT JOINTS PLACED BETWEEN CONCRETE AND BASE. THIS IS NOT REQUIRED FOR SHINGLE FASHION TO DENY THE ENTRY OF WATER INTO THE CAVITY AND R905.2.8.2 VALLEYS-- FOR CLOSED VALLEYS, LINE VALLEY WITH ONE PLY OF - R305.1 MINIMUM HEIGHT-- HABITABLE SPACE, HAL! WAYS SHALL HAVE A GARAGES, UTILITY SPACES, AND UNHEATED ACCESSORY SPACES OR OTHER FRAMING COMPONENTS. SELF-ADHERED MEMBRANES USED AS FLASHING TO SMOOTH ROLL ROOFING IN COMPLIANCE WITH ASTM D 6380, NO LESS THAN CAT BRACED WALL PANELS I6D COMMON 16" O.C. FACE NAIL OWNER: CEILING HEIGHT OF NO LESS THAN 7'. BATHROOMS, TOILETS, AND LAUNDRY SPACES THAT ARE NOT LIKELY TO BE ENCLOSED IN THE FUTURE. COMPLY WITH AAMA 711, FLUID-APPLIED TO COMPLY WITH AAMA 714 36 . BUILT-UP HEADER (2" TO 2" HEADER IBD COMMON 16" O.C. FACE NAIL ROOMS SHALL HAVE A CEILING HEIGHT NO LESS THAN 6'8" R506.2.4 REINFORCEMENT SUPPORT-- WHERE PROVIDED, REINFORCEMENT SHALLR703.7.1 LATH-- LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION- R905.2.8.5 DRIP EDGE-- A DRIP EDGE SHALL BE PROVIDED AT EAVE AND RAKE 10 AB I D I N KAND I C R314 SMOKE ALARMS-- SHALL COMPLY WITH NFPA 72 BE PLACED IN THE CENTER TO UPPER THIRD OF SLAB RESISTANT MATERIALS. EDGES, TO BE OVERLAPPED MINIMUM 2", AND EXTENDED AT LEAST 1/4" BELOW WITH 1/2" SPACER 16D BOX 12" O.C. FACE NAIL R314.3 LOCATION-- IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE R703.7.3 WATER-RESISTIVE BARRIERS-- SHALL BE INSTALLED AS REQUIRED IN ROOF SHEATHING AND EXTEND ALONG ROOF DECK NO LESS THAN 2". TO BE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, ON EACH CHAPTER 6 - WALL CONSTRUCTION R703.2 FASTENED NO MORE THAN 12" O.C. WITH FASTENERS SPECIFIED IN R905.2.5 II CONTINUOUS HEADER TO STUD 5-8D BOX; 4-8D COMMON; 4-IOD BOX TOE NAIL ADDITIONAL STORY OF THE DWELLING. INSTALLED NO LESS THAN 3' R601 GENERAL-- SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS AS PER R703.9 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) WITH DRAINAGE , , HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS SECTION R301. R703.9.2 EIFS WITH DRAINAGE-- COMPLIES WITH ASTM E 2568 AND COVERS CHAPTER 10 CHIMNEYS AND FIREPLACES E H A MINIMUM DRAINAGE EFFICIENCY OF A SHOWER OR TUB R602 WOOD WALL FRAMING ENTIRE WALL (EXCEPT CONCRETE), AS M RI001 MASONRY FIREPLACES 12 TOP PLATE TO TOP PLATE IBD COMMON 16 O.C. FACE NAIL R314.4 INTERCONNECTION-- WHERE MORE THAN ONE SMOKE ALARM IS R602.1.1 SAWN LUMBER-- TO COMPLY WITH DOC PS 20, IDENTIFIABLE BY MARK Of90 ' A WATER-RESISTIVE BARRIER COMPLYING WITH ASTM E 2570 APPLIED RI001.1 GENERAL-- TO BE CONSTRUCTED IN ACCORDANCE WITH THIS SECTION �� REQUIRED WITHIN A DWELLING UNIT, THE ACTUATION OF ONE ALARM SHALL AN ACCREDITED LUMBER AGENCY. BETWEEN EIFS AND WALL SHEATHING, WITH FLASHING IN ACCORDANCE WITH AND APPLICABLE PROVISIONS OF CHAPTERS 3 AND 4. REFER TO TABLE RIOOLI IOD BOX 12 O.C. FACE NAIL ACTUATE ALL ALARMS WITHIN THE DWELLING UNIT R602.2 GRADE-- STUDS SHALL BE MINIMUM NO. 3 STANDARD OR STUD GRADE R703.4. DRAINAGE TO TERMINATE NO LESS THAT 6" ABOVE FINISHED GROUND R1001.2 FOOTINGS AND FOUNDATIONS-- FOOTINGS SHALL BE CONCRETE, NO R314.5 COMBINATION ALARMS--- SMOKE AND CARBON MONOXIDE ALARMS SHALL R602.3 DESIGN AND CONSTRUCTION-- EXTERIOR WALLS TO BE DESIGNED AND LEVEL, DECORATIVE TRIM SHALL NOT BE FACE-NAILED THROUGH EIFS WITH LESS THAN 12" THICK, AND SHALL EXTEND NO LESS THAN 6" BEYOND THE BOTTOM PLATE TO JOIST, RIM 16D COMMON 16" O.C. FACE NAIL BE PERMITTED IN LIEU OF SMOKE ALARMS CONSTRUCTED IN ACCORDANCE WITH THIS CHAPTER AND FIGURES R602.3(I) ANDDRAINAGE FACE OF THE FIREPLACE OR FOUNDATION WALL ON ALL SIDES. FOOTINGS JOIST, BAND JOIST, OR BLOCKING R314.6 POWER SOURCE-- SMOKE ALARMS SHALL R --IECEIVE THEIR PRIMARY R602.3(2). WALL SHEATHING TO BE FASTENED DIRECTLY TO FRAMING MEMBERS R703.12 ADHERED MASONRY VENEER INSTALLATION SHALL COMPLY SHALL BE PLACED ON UNDISTURBED EARTH OR ENGINEERED FILL BELOW 14 POWER FROM THE BUILDING WIRING. AND CAPABLE OF RESISTING WIND LOADS PRESCRIBED IN TABLE R301.2(2), AND WITH R703.7.3 AND THE REQUIREMENTS OF SECTIONS 12.1 AND 12.3 OR TMS FROST DEPTH (NOT AT BRACED WALL PANELS) I6D BOX; 4-3��X0. 131�� NAILS 12�� O.C. FACE NAIL REVISIONS/ISSUES SCHEDULE R315 CARBON MONOXIDE ALARMS ADJUSTED FOR HEIGHT USING TABLE R301.2(3) AND REQUIREMENTS OF TABLE 402/ACI 530/ASCE 5. SHALL BE INSTALLED IN ACCORDANCE WITH R703.7.1, R1001.2.1 ASH DUMP CLEANOUT-- CLEANOUT OPENINGS LOCATED WITHIN NO# DATE DESCRIPTION R315.2.1 NEW CONSTRUCTION-- REQUIRED WHERE THE DWELLING UNIT R602.3(3). STUDS TO BE CONTINUOUS FROM SOLE PLATE TO TOP PLATE ARTICLE 3.3C OF TMS 602/ACI 530.1/ ASCE 6 OR THE MANUFACTURER FOUNDATION WALLS BELOW FIREBOXES, SHALL BE EQUIPPED WITH FERROUS BOTTOM PLATE TO JOIST, RIM 3-I6D BOX; 2-I6D COMMON; CONTAINS A FUEL-FIRED APPLIANCE R602.3.1 STUD SIZE, HEIGHT, SPACING-- REFER TO TABLE R602.3(5) INSTRUCTIONS METAL, OR MASONRY DOORS AND FRAMES, CONSTRUCTED TO REMAIN TIGHTLY 15 16 O.C. FACE NAI L R315.4 COMBINATION ALARMS- SHALL BE PERMITTED IN LIEU OF CARBON R602.3.2 TOP PLATE-- TO BE DOUBLE TOP PLATE, AT LEAST AS WIDE AS STUDS R703.12.1 CLEARANCES-, MINIMUM 4" ABOVE EARTH, MINIMUM 2" ABOVE PAVED CLOSED EXCEPT WHEN IN USE JOIST, BAND JOIST, OR BLOCKING 4-3°X0. 131° NAILS MONOXIDE ALARMS MINIMUM 2" NOMINAL THICKNESS, END JOINTS AT LEAST 24" OFFSET AREA, AND MINIMUM 1/2 ABOVE EXTERIOR WALKING SURFACE R1001.5 FIREBOX WALLS-- SHALL BE CONSTRUCTED OF SOLID MASONRY UNITS, R315.5 POWER SOURCE-- CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR R602.5 INTERIOR NON-BEARING WALLS-- MINIMUM 2X3 STUDS WITH 24" SPACINGR703.12.2 FLASHING AT FOUNDATION-- MINIMUM 26 GAUGE GALVANIZED METAL HOLLOW MASONRY UNITS GROUTED SOLID, STONE, OR CONCRETE. LINING OF 4-8D BOX; 3-I6D BOX; 4-8D COMMON; PRIMARY POWER FROM THE BUILDING WIRING REQUIRING AT LEAST ONE TOP PLATE, AND FIREBLOCKED IN ACCORDANCE WITH OR PLASTIC WITH 3.5 FLANGE INSTALLED I BELOW FOUNDATION PLATE AND IN FIREBRICK TO BE NO LESS THAN 2 INCHES, WITH APPROVED LINING THE 4-I0D BOX; 4-3°X0. 131° NAILS TOE NAIL R317 PROTECTION OF WOOD AGAINST DECAY R602.8 ACCORDANCE WITH R703.4 MINIMUM THICKNESS OF SIDE WALLS SHALL BE EACH 8', WITHOUT LINING THE 16 TOP OR BOTTOM PLATE TO STUD R317.1 LOCATION REQUIRED-- SILLS AND SLEEPERS ON A CONCRETE SLAB R602.6 DRILLING AND NOTCHING OF STUDS-- NOTCHING- NO MORE THAN 25% OFR703.12.3 WATER-RESISTIVE BARRIER-- AS REQUIRED BY R703.2 AND IN MINIMUM THICKNESS OF SIDE WALLS SHALL BE EACH 10". JOINTS BETWEEN 3-I6D BOX; 2-I6D COMMON; 3-I0D THAT IS IN DIRECT CONTACT WITH THE GROUND, UNLESS SEPARATED FROM DEPTH, NON-STRUCTURAL WALLS UP TO 40% OF DEPTH. DRILLING- NO MORE COMPLIANCE WITH R703.7.3, AND LAP OVER THE FLASHING NOTED IN R703.12.2 FIREBRICKS SHALL NO BE GREATER THAN 1/4 INCH. FIREBRICKS SHALL BOX; 4-3"X0. 131" NAILS END NAIL SLAB BY AN IMPERVIOUS MOISTURE BARRIER. THAN 60 O OF DEPTH AND AT LEAST 5/8" FROM EDGE. NOTCHING AND DRILLING R703.15 CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING-- COMPLY WITH ASTM C 27 OR C 1261 AND LAID WITH MEDIUM DUTY REFRACTORY C R317.1.4 WOOD COLUMNS-- SHALL BE APPROVED WOOD OF NATURAL DECAY IN EXCESS OF THE ABOVE REQUIRE 5/8" FROM OF STUDS. CLADDING SHALL BE SPECIFIED AND INSTALLED IN ACCORDANCE WITH R703 MORTAR IN COMPLIANCE WITH ASTM C 199RESISTANCE OR TOP PLATES, LAPS, AT CORNERS AND 3-I0D BOX; 2-I6D COMMON; R317.3 FASTENERS APPROVED N CONTACT WITH PRESERVATIVE-TREATED WOOD-- TO BE R602.6.1 TOP PLATE-- WHEN NOTCHED OR DRILLING IN EXCESS OF 50% OF OVER FOAM SHEATHINGAND MANUFACTURERS . MUST ALSO SMI ET ORE EXCEED FASTENG ANY ING ONS FOR USE Al MINIMUM 8B ABOVE THE OX OFIREPLACE OPENING, ANS— SHALL HAVE A IND THROAT SHALL BE A NIMUM DEPTH OF 20", THROAT 17 INTERSECTIONS " FACE NAIL DEPTH, 16 GAUGE METAL STRAP EXTENDING AT LEAST 6" BEYOND NOTCH OR 3-3 X0. 131 NAILS HOT-DIPPED, ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON HOLE IS REQUIRED. REQUIREMENTS OF TABLES R703.15.1 AND R703.15.2. FOR EIFS, REFER BACK MINIMUM 4 DEEP 3-8D 60X; 2-8D COMMON; 2-IOD BRONZE, OR COPPER. R602.7 HEADERS-- REFER TO TABLES R602.7(I), R602.7(2), R602.7(3) TO R703.9 R1001.7 LINTEL AND THROAT-- MASONRY OVER A FIREPLACE OPENING SHALL ($ 1" BRACE TO EACH STUD AND PLATE R326 SWIMMING POOLS, SPAS AND HOT TUBS R602.7.5 SUPPORTS FOR HEADERS- SUPPORTED AT BOTH ENDS BY JACK STUDS. BE SUPPORTED BY A LINTEL OF NONCOMBUSTIBLE MATERIAL. MINIMUM BOX; 2-I.75�� STAPLES FACE NAIL PROJECT ADDRESS: R326.1 GENERAL-- DESIGN AND CONSTRUCTION TO COMPLY WITH THE KING STUDS TO BE NAILED TO HEADER WITH FOUR(4) I6D NAILS. CHAPTER 8 ROOF-CEILING CONSTRUCTION BEARING LENGTH ON EACH END OF THE FIRE PLACE SHALL BE 4". FIREPLACE 57190 MAIN ROAD INTERNATIONAL SWIMMING POOL AND SPA CODE KR602.8INGS UDS T FIREBLOCKING-- REQUIRED IN ACCORDANCE WITH R3ILS. R801.2 GENERAL REQUIREMENTS-- SHALL BE CAPABLE OF ACCOMMODATING ALL THROAT OR DAMPER SHALL BE LOCATED NO LESS THAN 8" ABOVE THE LINTEL I9 I X6 SHEATHING TO EACH BEARING SAME AS ABOVE FACE NAIL CHAPTER 4 FOUNDATIONS R602.10 WALL BRACING-- WIND BRACING MAXIMUM SPACING 60' LOADS AS PER SECTION NG FERROUS DAMPER-- MASONRY FIREPLACES SHALL 8 EQUIPPED WITH A SOUTHOLD NY 11971 R401 GENERAL R602.10.2 BRACED WALL PANELS-- CONSTRUCTED IN ACCORDANCE WITH TABLE R802 WOOD ROOF FRAMING FERROUS METAL DAMPER LOCATED NO LESS THAN 8" ABOVE THE TOP OF THE 3-8D BOX; 3-8D COMMON; 3-IOD BOX; ' R802.1.1 SAWN LUMBER-- SHALL BE IDENTIFIABLE BY A GRADE MARK THAT FIREPLACE AND SHALL BE OPERABLE FROM THE ROOM CONTAINING THE 1X8 SHEATHING TO EACH BEARING FACE NAIL R401.2 REQUIREMENTS-- FOUNDATION CONSTRUCTION SHALL BE CAPABLE OF R602.10.4 �� ACCOMMODATING ALL LOADS IN ACCORDANCE WITH R301 AND TRANSMITTING R606 GENERAL MASONRY CONSTRUCTION COMPLIES WITH DOC PS 20 FIREPLACE 3-1.75 STAPLES 20 THE LOADS TO THE SUPPORTING SOIL R606.1 GENERAL-- DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THIS R802.2 DESIGN AND CONSTRUCTION-- THIS SECTION IS APPLICABLE TO ROOFS R1001.8 SMOKE CHAMBER-- SHALL BE CONSTRUCTED OF SOLID MASONRY UNITS, R401.3 DRAINAGE-- SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SECTION, TMS 403, OR TMS 402/ACI 530/ASCE 5 WITH 3/12 MINIMUM SLOPE HOLLOW MASONRY UNITS GROUTED SOLID, STONE, OR CONCRETE. MINIMUM WIDER THAN I��X8�� AND 4-8D BOX; 3-8D COMMON; 3-IOD BOX; FACE NAIL SEWER CONVEYANCE, OR OTHER APPROVED POINT OF COLLECTION THAT DOES R606.2.1 CONCRETE MASONRY UNITS-- CONFORM TO ASTM C 90 FOR LOAD R802.3 FRAMING DETAILS-- RAFTERS OFFSET MAXIMUM 1.5" AT RIDGE BOARD. TOTAL THICKNESS SHALL BE 8". THE INSIDE SURFACE SHALL BE PARGED SHEATHING TO EACH BEARING 4-1.75° STAPLES NOT CREATE A HAZARD BEARING CMU RIDGE BOARD A MINIMUM NOMINAL THICKNESS OF I", VALLEY AND HIPS MINIMUM SMOOTH WITH REFRACTORY MORTAR CONFORMING TO ASTM C 199. WHERE A R401.4 SOIL TESTS-- GEOTECHNICAL EVALUATION TO BE DONE BY AN R606.2.7 MORTAR-- FOUNDATION WALLS USE MORTAR TYPE "M" OR "S" NOMINAL THICKNESS OF 2". WHEN ROOF SLOPE IS LESS THAT 3/12, RIDGES, LINING OF FIREBRICK NO LESS THAN 2" THICK OR VITRIFIED CLAY NO LESS FLOOR APPROVED AGENCY USING AN APPROVED METHOD TO DETERMINE THE LOAD- R606.3.1 BEAD AND HEAD JOINTS-- 3/8" THICK, EXCEPT STARTING COURSE AT VALLEYS AND HIPS ARE TO BE DESIGNED AS BEAMS. THAN 5/8" THICK IS PROVIDED, MINIMUM WALL THICKNESS IS 6". FIREBRICK TO BEARING PRESSURE OF THE SOIL ON SITE I/4" TO 3/4 TOLERANCES: BED- +I/8", HEAD- -I/4" +3/8", COLLAR- -I/4" +3/8" R802.3.1 CEILING JOIST AND RAFTER CONNECTION-- JOISTS ATTACHED AS COMPLY WITH ASTM C 1261 AND SHALL BE LAID WITH MEDIUM DUTY JOIST TO SILL, TOP PLATE, OR 3-8D BOX; 2-8D COMMON; 2-I0D BOX; R402 MATERIALS R606.3.7 MASONRY BONDING PATTERN-- MASONRY SET IN RUNNING BOND TO BE RAFTER TIES ARE TO BE CONTINUOUS PIECES NO LESS THAN 2"X4" BOARDS REFRACTORY' MORTAR IN COMPLIANCE WITH ASTM C 199. VITRIFIED CLAY 2I TOE NAIL INSTALLED IN ACCORDANCE WITH TABLE R802.5.1(9) LININGS SHALL COMPLY WITH ASTM C 315 GIRDER 2-1.75" STAPLES R402.2 CONCRETE-- CONCRETE: SHALL HAVE A MINIMUM COMPRESSIVE OFFSET AT LEAST 1/4 CMU DIMENSION SHALL BE CONSTRUCTED OF R802.4 ALLOWABLE CEILING JOIST SPANS-- REFER TO TABLE R802.4(I) R1001.9 HEARTH AND HEARTH EXTENSION-- STRENGTH AS PRESCRIBED BY TABLE 402.2 R606.4 THICKNESS OF MASONRY-- SHALL CONFORM TO REQUIREMENTS OF ,AND SUPPORTED BY NONCOMBUSTIBLE MATERIALS RIM JOIST BAND JOIST OR 8D BOX 4" O.C. TOE NAIL R402.4 MASONRY-- SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH R606.4.1 THROUGH 606.4.4 R802.5 ALLOWABLE RAFTER SPANS-- REFER TO TABLE R802.5.10-9) CONCRETE OR MASONRY, THIS CHAPTER AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 150OPS1 R606.4.1 MINIMUM THICKNESS-- WHEN SUPPORTING MORE THAN ONE STORY, R802.6 BEARING-- ENDS OF RAFTERS AND JOISTS TO HAVE NO LESS THAN 1.5" REINFORCED TO CARRY THEIR OWN WEIGHT PLUS ALL IMPOSED LOADS 22 BLOCKING TO SILL OR TOP PLATE 8D COMMON; IOD BOX; 3„X0. 131„ R403 FOOTINGS MINIMUM CMU THICKNESS IS 8" BEARING ON WOOD R1001.9.1 HEARTH THICKNESS-- MINIMUM THICKNESS 4" 6° O.C. TOE NAIL R403.1 GENERAL-- EXTERIOR WALLS TO BE SUPPORTED BY FULLY CONTINUOUS R609 EXTERIOR WINDOWS AND DOORS R802.7 CUTTING, DRILLING, NOTCHING R1001.9.2 HEARTH EXTENSION THICKNESS-- MINIMUM THICKNESS 2" NAI LS FOUNDATION, AND THE FOOTIN13S SUPPORTED BY UNDISTURBED NATURAL FILL R609.2 PERFORMANCE-- DESIGNED TO WITHSTAND WIND LOADS SPECIFIED BY R802.7.1 SAWN LUMBER-- JOISTS AND RAFTERS CUT, DRILLED, OR NOTCHED RI001.10 HEARTH EXTENSION DIMENSIONS-- SHALL NOT EXTEND LESS THAN 16" 3-I6D BOX4-IOD BO - " PROJECT SCOPE: • OR ENGINEERED FILL TABLE R301.2(2) AND ADJUSTED FOR HEIGHT AND EXPOSURE WITH TABLE ARE TO COMPLY WITH R502.8.1, WITH EXCEPTION OF CANTILEVERED RAFTERS IN FRONT, AND LESS THAN 8" TO EACH SIDE OF THE FIREPLACE OPENING 26 BAND OR RIM JOIST TO JOIST X, 4 3 X0. 131 R403.1.4 MINIMUM DEPTH-- EXTERIOR FOOTING SHALL BE PLACED NOT LESS R301.2(3) R802.7.1.1 CANTILEVERED PORTIONS OF RAFTERS-- NOTCHED ON CANTILEVERED RIOOL II FIREPLACE CLEARANCE-- WOOD BEAMS, JOISTS, STUDS AND OTHER NAILS; 4-3" STAPLES END NAIL SINGLE FAMILY THAN 12" BELOW UNDISTURBED GROUND SURFACE R609.3 TESTING AND LABELING-- LABELED BY AN APPROVED, INDEPENDENT LABPORTIONS OF RAFTERS ARE PERMITTED PROVIDED THE DIMENSION OF THE COMBUSTIBLE MATERIAL MUST HAVE A CLEARANCE OF AT LEAST 2" FROM THE REMAINING PORTION OF THE RAFTER IS NOT LESS THAN 3.5" AND THE LENGTH FRONT FACE AND SIDES OF THE FIREPLACE, AND 4" FROM THE BACK. THE LEDGER STRIP SUPPORTING JOISTS 4-I6D BOX; 3-I6D COMMON; HOME R403.1.4.1 FROST PROTECTION-- FOUNDATION WALLS MUST BE PROTECTED IN COMPLIANCE WITH AAMA/WDMA/CSA 101/I.S.2/A440 4-IOD AT EACH JOIST OR B FROM FROST BY EXTENDING BELOW THE FROST LINE SPECIFIED IN TABLE R609.4 GARAGE DOORS-- TO MEET THE ACCEPTANCE CRITERIA OF ANSI/DASMA OF THE CANTILEVER DOES NOT EXCEED 24" AIRSPACE SHALL NOT BE FILLED, EXCEPT TO PROVIDE FIREBLOCKING IN 28 OR RAFTERS BOX; 4-3°X0. 131° NAILS RAFTER, FACE NAIL R301.20) 108 R802.7.1.2 CEILING JOIST TAPER CUT-- TAPER CUTS AT THE ENDS OF THE ACCORDANCE: WITH R1001.12 R403.1.5 SLOPE-- THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL, THE R609.6 WIND-BORNE DEBRIS PROTECTION-- SHALL BE IN ACCORDANCE WITH CEILING JOISTS SHALL NOT EXCEED D/4 R1001.12 FIREPLACE BLOCKING-- SHALL COMPLY WITH R602.8 AT EACH END, TOE U- BOTTOM SURFACE SHALL NOT HAVE A SLOPE EXCEEDING 10%. FOOTINGS R301.2.1.2 LARGE MISSILE TEST, AND SHALL INDICATE COMPLIANCE WITH ASTM ER802.8 LATERAL SUPPORT-- ROOF FRAMING AND CEILING JOISTS WITH A DEPTH R1003 MASONRY CHIMNEYS 29 BRIDGING TO JOIST Z-IOD BOX o TO THICKNESS RATIO EXCEEDING 5:1 SHALL BE PROVIDED WITH LATERAL R1003.2 FOOTINGS AND FOUNDATIONS-- FOOTINGS FOR MASONRY CHIMNEYS NAIL = SHALL BE STEPPED WHERE NECESSARY TO CHANGE ELEVATION 1886 AND ASTM E 1996, OR AAMA 506 R403.1.6 FOUNDATION ANCHORAGE-- ANCHOR BOLTS SHALL EXTEND A MINIMUM R609.7.1 ANCHORING REQUIREMENTS-- WINDOW AND GLASS DOOR ASSEMBLIES SUPPORTS AT THE POINTS OF BEARING TO PREVENT ROTATION, AND SHALL BE SHALL BE CONSTRUCTED OF SOLID MASONRY NO LESS THAN 12" THICK AND Lx OF 7" INTO CONCRETE OR GROUTED CELLS OF CMU. BOLTS SHALL BE LOCATED SHALL BE ANCHORED IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS FASTENED IN ACCORDANCE WITH TABLE R602.30) EXTEND NO LESS THAN 6 BEYOND THE FACE OF THE FOUNDATION, FOOTINGS WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF, INTERIOR WALL SHEATHING TO FRAMING Z IN THE MIDDLE THIRD OF THE FOUNDATION WITH A NUT AND WASHER R802.9 FRAMING OF OPENINGS-- OPENINGS IN ROOF AND CEILING SHALL BE TO BE PLACED ON NATURAL UNDISTURBED EARTH, OR ENGINEERED FILL BELOW & TIGHTENED AT EACH LOCATION. TO BE SPACED A MINIMUM 6' APART, AND --FRAMED WITH HEADER AND TRIMMER JOISTS. HEADERS IN EXCESS OF 4' MUST THE FROST DEPTH ITEM DESCRIPTION OF BUILDING NUMBER AND TYPE OF FASTENER SPACING (INCHES) a MINIMUM TWO PER PLATE BE DOUBLED. SINGLE TRIMMER JOISTS ARE PERMITTED TO CARRY A SINGLE R1003.6 CHANGES IN DIMENSION THE CHIMNEY WALL OR FLUE LINING SHALL R403.3 FROST-PROTECTED SHALLOW FOUNDATIONS-- FOR BUILDINGS WHERE HEADER JOIST IF WITHIN 3' OF TRIMMER JOIST BEARING. IF THE HEADER NOT CHANGE IN SIZE OR SHAPE WITHIN 6" ABOVE OR BELOW WHERE THE ELEMENTS EDGES SUPPORTS THE BUILDING IS MAINTAINED AT MINIMUM 64 DEGREES FAHRENHEIT, FOOTINGS JOIST SPAN EXCEEDS 4', THE HEADERS AND TRIMMERS MUST BE DOUBLED. CHIMNEY PASSES THROUGH FLOOR, CEILING, OR ROOF COMPONENTS ARE NOT REQUIRED TO EXTEND BELOW FROST LIME R802.11 ROOF TIE-DOWN-- REFER TO TABLE R802.11 FOR UPLIFT FORCE R1003.9 TERMINATION-- CHIMNEY SHALL EXTEND NO LESS THAN 2' ABOVE ANY ,� 6D COMMON (SUBFLOOR WALL)' 8D R404.1 CONCRETE AND MASONRY FOUNDATION WALLS-- MASONRY FOUNDATION R802.11.1 UPLIFT RESISTANCE-- WHERE THE UPLIFT DOES NOT EXCEED 200 PORTION OF THE BUILDING WITHIN 10', AND NO LESS THAN 3' ABOVE THE 30 3/8 - 1/2 + ' 6 12 N WALLS TO BE SELECTED AND CONSTRUCTED IN ACCORDANCE WITH R404.1.2 WALLPOUNDASS ASSEMBLIES S, ROOF ASSEMBLY N ACCORDANCE WITH TABLE R602.3(1) TO SUPPORTING R1003 9 I CHIMNEY CAPSHIGHEST POINT WHERE SHALL HAVE A CONCRETEE CHIMNEY PASSES GM METAL OR STONE CAP,H THE ROOF COMMON (ROOF) R404.1.2 DESIGN OF MASONRY FOUNDATION WALLS-- TO BE DESIGNED AND 3I 19/32 - ( 8D COMMON 6 12 J CONSTRUCTED IN ACCORDANCE WITH TMS 402/ACII 530/ASCE 5 OR WITH R803 ROOF SHEATHING SLOPED TO SHED WATER, WITH DRIP EDGE AND CAULKED BOND AROUND FLUE o GUIDANCE FROM TABLES R404.1.20-9) R803.2 WOOD STRUCTURAL PANEL SHEATHING-- SHALL BE IN COMPLIANCE LINER IN ACCORDANCE WITH ASTM C 1283 DRAWING TITLE: R404.1.5.2 MASONRY WALL THICKNESS-- SHALL NOT BE LESS THAN THE WITH DOC PS I, DOC PS 2, CA 0437, OR CSA 0325 AND IDENTIFIABLE BY GRADE, R1003.10 WALL THICKNESS-- SHALL BE CONSTRUCTED OF SOLID MASONRY OTHER WALL SHEATHING GENERAL NOTES THICKNESS OF THE WALL SUPPORTED BOND AND PERFORMANCE CATEGORY. SHALL COMPLY WITH GRADES SPECIFIED UNITS AT LEAST 4" „ R404.1.6 HEIGHT ABOVE FINISHED GRADE-- MASONRY FOUNDATION WALLS IN TABLE R503.2.1.10) R1003.15.1 FLUE AREA OPTION I-- ROUND CHIMNEY FLUES TO HAVE MINIMUM 35 1/2 GYPSUM SHEATHING 1 3/4 GLAVANIZED; 1 1/4" SCREWS 7 7 SHALL EXTEND ABOVE THE ADJACENT FINISHED GRADE A MINIMUM OF 4" R803.2.2 ALLOWABLE SPANS-- MAXIMUM ALLOWABLE SPANS FOR WOOD CROSS-SECTIIONAL AREA OF NO LESS THAN 1/12 THE FIREPLACE OPENING �� w WHERE MASONRY VENEER IS USED, AND A MINIMUM 6" EVERYWHERE ELSE STRUCTURAL PANEL ROOF SHEATHING SHALL NOT EXCEED THE VALUES FROM R1003.18 CHIMNEY CLEARANCES-- TO HAVE AT LEAST 2" CLEARANCE FROM ANY 36 5/8„ GYPSUM SHEATHING 1 3/4 GLAVANIZED; 1 5/8 SCREWS 7 7 R404.3 WOOD SILL PLATES-- SHALL BE MINIMUM 2"X4" NOMINAL LUMBER, WITH TABLE R503.2.1.1(I) COMBUSTIBLE MATERIAL WITHIN THE INTERIOR SPACE OF THE BUILDING, S LON R803.2.3 INSTALLATION— HALL BE INSTALLED WITH JOINTS STAGGERED OR INCLUDING THE EXTERIOR WALL. THE AIRSPACE SHALL NOT BE FILLED, cn ANCHORAGE IN ACCORDANCE WITH R403.1.6 AND 602.11 NOT STAGGERED IN ACCORDANCE WITH TABLE R602.3(I) EXCEPT TO PROVIDE FIREBLOCKING IN ACCORDANCE WITH R1003.19 D STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 0 R407 COLUMNS R805.1 CEILING INSTALLATION SHALL BE INSTALLED IN ACCORDANCE WITH R1003.19 CHIMNEY FIREBLOCKING-- SPACES BETWEEN CHIMNEYS AND FLOORS 37 3/4" AND LESS 6D DEFORMED; 8D COMMON 6 12 o R407.1 WOOD COLUMN PROTECTION-- TO BE PROTECTED AGAINST DECAY AS PER --R317 REQUIREMENTS FOR INTERIOR WALL FINISHES AS PROVIDED IN R702 OR CEILINGS SHALL BE FIREBLOCKED WITH NONCOMBUSTIBLE MATERIAL WHICH IS SECURELY FASTENED IN PLACE - " O R407.3 STRUCTURAL REQUIREMENTS-- THE COLUMNS SHALL BE RESTRAINED TO 38 7/$" I8D DEFORMED; SD COMMON 6 12 1- PREVENT LATERAL DISPLACEMENT AT THE BOTTOM END. WOOD COLUMNS R1003.20 CHIMNEY CRICKETS-- IF OUTSIDE 30" OF RIDGELINE, CHIMNEY Z) SHALL NOT BE LESS THAN 4"Xt+" REQUIRES A CRICKET. CRICKET SHALL BE FLASHED AND COUNTERFLASHED IN 39 1 1/8" - I I/4" 8D DEFORMED; IOD COMMON 6 12 U) ATHE SAME METHOD AS NORMAL ROOF-CHIMNEY INTERSECTIONS. 0 J O 2 H cin PROJECT# CL H DRAWING# REVISION# Y G-101 2 OF 32 z BSCAN STICKER Q Q w W U 2 3 4 5 I 6 2 3 4 5 6 TABLE R802.5. 1(5) RAFTER SPANS FOR --- TABLE R301.2 I - CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSU COMMON LUMBER SPECIES (GROUND SNOW _ GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN LOAD, CEILING ATTACHED TO RAFTERS) PANEL PRODUCTS p DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL SNOW SPEED TOPOGRAPHIC SPECIAL WINDBORNE WATHERING FROST LINE TERMITE CATEGORY TEMP REQUIRED INDEX TEMP DEAD LOAD = 10 PSF MAXIMUM MAXIMUM SIZE OF NAILS LOAD (MPH) EFFECTS WIND REGION DEBRIS ZONE DEPTH THICKNESS SPACING OF FOR RAFTER SPECIES 2X10 2X12 OF BOARD APPLICATION ORIENTATION FRAMING SPACING OF APPLICATION ARCHITECTURE ENGINEERING CONSULTING P.C. 20 130 B NA B SEVERE 36" MODERATE REQUIRED SPACING AND OR PANEL MEMBERS FASTENERS TO WOOD 330 WEST 38 STREET,#309 (INCHES) GRADE MAXIMUM RAFTER SPAN NEW YORK, NY 10018 TO NAILS SCREWS FRAMING TEL: 212 380 6114 HEAVY 2 FLOOR JOIST SPANS FOR (FT.-IN.) (FT.-IN.) FAX: 212 918 13 GAGE, 1.25", EMAIL: INFO@NODENYC.COM TABLE R30I.2(2) - COMPONENT AND TABLE R301.7 ALLOWABLE DEFLECTION OF TABLE R502.3. 1(2) TABLE R602.10.4 CONSTRUCTION METHODS SS 21-20 >26-0 CLADDING LOADS FOR A BUILDING WITH A STRUCTURAL MEMBERS COMMON LUMBER SPECIES (RESIDENTIAL FOR BRACED WALL PANELS �' 19/64" HEAD; CEILING PERPENDICULAR 16 0.C. 7 12 WWW.NODEAEC.COM E MEAN ROOF HEIGHT OF 30 FEET LOCATED LIVING AREAS, LIVE LOAD = 40 PSF) 16 0LL I 19-9 22-10 0.098 DIA, ALLOWABLE METHODS, MINIMUM CONNECTION o 125° CONSULTANTS: IN EXPOSURE B (PSF) STRUCTURAL MEMBER DEFLECTION DEAD LOAD = 10 PSF MATERIAL THICKNESS CRITERIA 2 18-9 T21-8 3/8" ANGULAR- ZONE EFFECTIVE ULTIMATE JOIST SPECIES2X10 2X12 WIND AREA DESIGN WIND SPACING AND IX4 WOOD FASTENERS/SPACING DEAD LOAD = 20 PSF WALL EITHER 16" O.C. 8 16 4D RINGED; (SQ. FT.) SPEED VULT RAFTERS HAVING SLOPES (INCHES) GRADE MAXIMUM JOIST SPAN Z OR WOOD: 2-8D COMMON 0 SS 21-7 25-1 „ GREATER THAN 3:12 WITH �-- - APPROVED :D0.080 DIA, (MPH) FINISHED CEILING NOT L / 180 (FT.-I N.) (FT.-I N.) Iz E5 METAL NAILS OR 3-8D 16 0 a: 1 17-8 20-5 I-3/8" 0 cr NAILS/PER STUD AND ATTACHED SS 17-4 21-1 �- z m STRAPS AT 2 16-9 19-5 130 D � o o TOP AND BOTTOM 13 GAGE, SCALE: I/4" = I -o" INTERIOR WALLS AND 16 0 ,� I 16-5 19-1 Q Z 45 OR 60 PLATES NOTE A- WHERE THE CEILING JOISTS OR CEILING EITHER 16" 0.C. 7 12 1-3/8" 19/64" H / 180 0 IX f'_ ANGLES RAFTER TIES ARE LOCATED HIGHER IN THE DRAWN BY: NODE P.C. 1 10 16.7 -18 PARTITIONS 2 15-7 18-1 �.w_ m w FOR HEAD, FLOORS L / 360 F_ v ATTIC SPACE, THE RAFTER SPANS SHALL BE 0.098" DIA, MAXIMUM METAL: PER CHECKED BY: NODE P.C. DEAD LOAD = 20 PSF - MULTIPLIED BY THE FOLLOWING FACTORS: 1.25" ANGULAR 1 20 16.2 -17 CEILINGS WITH FLEXIBLE L / 360 0 SS 17-4 21-I m 16" STUD MANUFACTURER CEILING PERPENDICULAR 24" 0.C. 7 12 ' NODE STAMP & SIGNATURE _ FINISHES (INCLUDING GYSPUM SPACING RINGED; 50 15.6 -16 BOARD 16 0 1 15-0 17-5 RAFTER SPAN ADJUSTMENT I/2" 5D COOLER, o TABLE R702.4.2 BACKER BOARD MATERIALS He/HR 0.086 FACTOR DIA ALL OTHER STRUCTURAL 2 14-3 16-6 1-5/8"; GYPSUM _ 6 L / 240 MATERIAL STANDARD I/3 0. 7 WALL EITHER 24 O.C. 8 12 1 100 15. 1 15 MEMBERS TABLE R602.3(5) SIZE, HEIGHT AND SPACING BOARD NAIL EXTERIOR WALLS-WINDLOADS OF WOOD STUDS GLASS MAT GYPSUM ASTM C 1178 1/4 0.76 0.086" DIA, w BACKING PANEL 2 10 16.7 -21 WITH OTHER BRITTLE H / 240 STUD LATERALLY MAXIMUM SPACING _ 1/5 0.83 WALL EITHER 16" O.C. 8 16 I-5/8", 9/32" \ ' FINISHES (NOT PLASTER OR SIZE UNSUPPORTED WHEN SUPPORTING FIBER REINFORCED ASTM C 1278 HEAD D ROOF> 2 20 16.2 -20 STUCCO) STUD HEIGHT TWO STORIES, PLUS GYPSUM PANEL I/6 0.90 FEE ROOF INCHES ASTM C 1288, OR I/7.5> 1.00 \ / 27 TO 45 EXTERIOR WALLS-WINDLOADS (FEET) (INCHES) NONASBESTOS FIBER- 13 GAGE, OWNER: DEGREES 2 50 15.6 -19 WITH FLEXIBLE FINISHES H / 120 BEARING WALLS CEMENT BACKER BOARD ISO 8336 Hc= HEIGHT OF CEILING JOISTS, AS CEILING EITHER 16 0.C. 7 12 1-5/8" 19/64" CATEGORY C MEASURED ABOVE RAFTER SUPPORT WALLS ' AB I D I N KAND I C 2 100 15.1 -18 2X6 10 16 NONASBESTOS FIBER 0.098A DIA, TABLE R402.2 MINIMUM SPECIFIED NON-BEARING WALLS MAT REINFORCED HR= HEIGHT OF ROOF RIDGE AS MEASURED COMPRESSIVE STRENGTH OF CONCRETE ASTM C 1325 CEILING PERPENDICULAR 24" O.C. 7 12 1-3/8", 3 10 16.7 -21 2X4 14 24 CEMENTITIOUS BACKER ABOVE RAFTER SUPPORT WALLS ANGULAR MINIMUM SPECIFIED UNITS TABLE R802.5. 1(9) RAFTER/CEILING HEEL 5/8" RINGED; COMPRESSIVE 2X6 20 24 TABLE R802.4(2) CEILING JOIST SPANS FOR JOINT CONNECTIONS 6D COOLER 3 20 16.2 -20 TYPE OR LOCATION OF STRENGTH (F'c) TABLE R602.7(I) GIRDER SPANS AND COMMON LUMBER SPECIES (UNINHABITABLE GROUND SNOW LOAD WALL EITHER 24" O.C. 8 12 0.092" DIA, CONCRETE HEADER SPANS FOR EXTERIOR BEARING ATTICS WITH LIMITED STORAGE, LIVE LOAD= I1-7/8"; GYPSUM REVISIONS/ISSUES SCHEDULE 3 50 115.6 -19 CONSTRUCTION WEATHERING WALLS 20PSF) 30 PSF BOARD NAIL POTENTIAL RAFTER RAFTER ROOF SPAN (FEET) 0.0915" DIA No# DATE DESCRIPTION GROUND SNOW LOAD DEAD LOAD = 10 PSF SLOPE SPACING WALL EITHER 16" O.C. 8 16 ' 3 100 15. 1 -18 SEVERE JOIST SPECIES 20 2g 1-7/8", 19/64" 30 PSF SPACING AND 2X8 2X10 HEAD BASEMENT WALLS, GIRDERS AND 4 10 18.2 -19 FOUNDATIONS AND HEADERS BUILDING WIDTH (INCHES) GRADE MAXIMUM JOIST SPAN REQUIRED 16D NAILS TABLE RI001. 1 SUMMARY OF REQUIREMENTS OTHER CONCRETE NOT 2500 SUPPORTING SIZE 28 (FT.-IN.) (FT.-IN.) 7:12 16 4 5 FOR MASONRY FIREPLACES AND CHIMNEYS ITEM LETTER REQUIREMENTS4 ZO 17.4 -19 EXPOSED TO WEATHER SPAN JACK 0 SS 19-7 25-0 9:12 16 3 4 11 BASEMENT SLABS AND STUDS D ry TABLE R802. 11 RAFTER OR TRUSS UPLIFT HEARTH SLAB THICKNESS A 4 C 4 50 16.3 -17INTERIOR SLABS ON 2-2X4 3-2 I 16 0 F-, 1 17-5 21-3 CONNECTION FORCES FROM WIND (ASD) HEARTH EXTENSION (EACH B 8" FIREPLACE OPENING <6SF ; GRADE, EXCEPT GARAGE 2500 ROOF AND 2 16-6 20-2 POUNDS PER CONNECTION SIDE) 12" FIREPLACE OPENING>6SF 4 100 15.5 -17 FLOOR SLABS CEILING 2-2X6 4-8 I TABLE R802.5. 1(2) RAFTER SPANS FOR EXPOSURE B HEARTH EXTENSION (FRONT) C 16" FIREPLACE OPENING <6sF; PROJECT ADDRESS: PORCHES, CARPORT 2-2X8 5-11 2 COMMON LUMBER SPECIES (ROOF LIVE LOAD ULTIMATE DESIGN WIND 20" FIREPLACE OPENING>6sF 57190 MAIN ROAD 4 500 13.6 -15 SLABS AND STEPS 2-2X4 2-4 I = 20 PSF, CEILING ATTACHED TO RAFTERS) RAFTER ROOF SPEED VULT (MPH) HEARTH SLAB REINFORCING D REINFORCED TO CARRY ITS OWN WEIGHT SOUTHOLD, NY 11971 EXPOSED TO THE 3500 ROOF, 2-2X6 3-5 2 SPACING SPAN 130 10" SOLID BRICK OR 8" WHERE FIREBRICK ROOF> 5 10 18.2 -24 WEATHER, AND GARAGE CEILING AND 2-2X8 4-4 2 DEAD LOAD = 10 PSF THICKNESS OF WALL OF E LINING IS USED; JOINTS IN FIREBRICK 1/4" 27 TO 45 FLOOR SLABS ONE CLEAR RAFTER SPECIIES 2X10 2X12 ROOF PITCH >5:12 FIREBOX MAXIMUM DEGREES 5 20 17.4 -22 TABLE R404.1. 1(I) PLAIN MASONRY SPAN FLOOR 2-2X10 5-3 2 SPACING AN 24 130 (INCHES) GRADE MAXIMUM RAFTER SPAN 16" 0.C. DISTANCE FROM TOP OF F 8" FOUNDATION WALLS 2-2XI2 6-1 3 (FT.-IN. ) (FT.-IN.) 28 145 OPENING TO THROAT 5 50 16.3 -20 MAXIMUM MAXIMUM TABLE R602.7(2) GIRDER SPANS AND TABLE R905. 1. 1(2) UNDERLAYMENT SMOKE CHAMBER WALL 6" WALL UNBALANCED PLAIN MASONRY HEADER SPANS FOR INTERIOR BEARING 0 SS 25-0 >26-0 APPLICATION THICKNESS G 8" (UNLINED) 5 100 15.5 -19 HEIGHT(F BACKFILL MINIMUM NOMINAL WALLS 16 0 � 1 23-9 >26-0 WALL THICKNESS 0 L'- ROOF MAXIMUM ULTIMATE FOUR #4 FULL LENGTH BARS FOR EET) HEIGHT(FEET) GIRDERS AND BUILDING WIDTH 2 22-6 26-0 COVERING SECTION DESIGN WIND SPEED CHIMNEY VERTICAL H CHIMNEY UP TO 40" WIDE; ADD TWO #4 5 500 13.6 -15 SOIL CLASS HEADERS 28 VULT<140MPH REINFORCING BARS FOR EACH ADDITIONAL 40" OR TABLE R301.2(3) - HEIGHT AND EXPOSURE GW/GP/SW/SP SUPPORTING SIZE DEAD LOAD = 20 PSF FOR ROOF SLOPE OF FRACTION OF WIDTH OR EACH ADDITIONAL PROJECT SCOPE: ADJUSTMENT COEFFICIENTS FOR TABLE SPAN JACK 0 SS 25-0 >26-0 4:12 OR GREATER, FLUE SINGLE FAMILY 4 6 SOLID OR 8 STUDS 0 rr UNDERLAYMENT SHALL �� �� R301.2(2) 5 16 0 I 20-7 23-10 HORIZONTAL REINFORCING J I/4 TIES AT 18 AND TWO TIES AT EACH HOME B MEAN ROOF HEIGHT EXPOSURE (B) 5 6 SOLID OR 8 2-2X4 2-8 0 2 19-6 22-7 BE ONE LAYER APPLIED BEND IN VERTICAL STEEL IN SHINGLE FASHION BOND BEAMS K NO SPECIFIED REQUIREMENT'S TABLE R502.3. 1(I) FLOOR JOIST SPANS FOR 2-2X6 3-II I ASPHALT R905.2 ' 30 1.00 ONE FLOOR NOTE A- WHERE THE CEILING JOISTS OR SHINGLES PARALLEL TO AND COMMON LUMBER SPECIES (SLEEPING AREAS, ONLY 2-2X8 5-0 2 RAFTER TIES ARE LOCATED HIGHER IN THE STRARTING FROM EAVE, FIREPLACE LINTEL L NONCOMBUSTIBLE MATERIAL = TABLE R301.5 MINIMUM UNIFORMLY LIVE LOAD = 30 PSF) LAPPED 2 INCHES END DISTRIBUTED LIVE LOADS (IN LBS/SF) 2-2X10 6-1 2 ATTIC SPACE, THE RAFTER SPANS SHALL BE SOLID MASONRY UNITS OR HOLLOW Y DEAD LOAD = 10 PSF MULTIPLIED BY THE FOLLOWING FACTORS: LAPS TO BE 4 INCHES CHIMNEY WALLS WITH FLUE M MASONRY UNITS GROUTED SOLID WITH NOT Z USE LIVE LOAD 2-2Xi2 7-0 2 JOIST SPECIES 2X10 2X12 AND OFFSET BY 6 FEET LINING LESS THAN 4" NOMINAL THICKNESS 11 UNINHABITABLE ATTICS WITH 20 SPACING AND MAXIMUM JOIST SPAN TABLE R602.7(2) GIRDER SPANS AND TABLE R905.1.1(3) UNDERLAYMENT EFFECTIVE FLUE AREA(BASED LIMITED STORAGE (INCHES) GRADE HEADER SPANS FOR OPEN PORCHES He/HR RAFTER SPAN ADJUSTMENT GUARDS AND HANDRAILS 200 (FT.-IN.) (FT.-IN.) SUPPORTING ROOF FACTOR ATTACHMENT ON AREA OF FIREPLACE P SEE SECTION R1003. 15 40 I/3 0.67 ROOF MAXIMUM ULTIMATE OPENING) w GUARD IN-FILL COMPONENTS 50 0 SS 19-I 23-3 GROUND SNOW LOAD COVERING SECTION DESIGN WIND SPEED CLEARANCES-- DRAWING TITLE: 0 ROOMS OTHER THAN 40 16 0 I 18-5 21-4 SIZE 30 I/4 0.76 VULT<140MPH COMBUSTIBLE MATERIAL; R SEE SECTION RI001. 11 AND R1003. 18; TABLES FOR c SLEEPING ROOMS 2 17-5 20-3 DEPTH OF PORCH (FEET) 1/5 0.83 ASPHALT R905.2 FASTENED SUFFICIENTLY MANTEL AND TRIM; SEE SECTION RI001. 11, EXCEPTION 4; GENERAL NOTES Z SLEEPING ROOMS 30 1/6 0.90 SHINGLES TO HOLD IN PLACE ABOVE ROOF 3' AT ROOFLINE AND 2' AT 10' W DEAD LOAD = 20 PSF 8 14 TABLE R905.2.4. 1 CLASSIFICATION OF ANCHORAGE-- " STAIRS 40 SS 19-I 23-3 I/7.5> 1.00 0 2-2X6 7-6 5-8 ASPHALT ROOF SHINGLES STRAP; 3/16" X I"; o TABLE R301.6 MINIMUM ROOF LIVE LOADS IN Hc= HEIGHT OF CEILING JOISTS, AS 16 0 ,� 1 16-5 19-1 2-2X8 10-1 7-7 MAXIMUM NUMBER; TWO; ol POUNDS-FORCE PER' SQUARE FOOR OF 0 2 15-7 18-1 MEASURED ABOVE RAFTER SUPPORT WALLS ULTIMATE MAXIMUM ASTM D ASTM D EMBEDMENT INTO CHIMNEY; S 12" HOOKED AROUND OUTER IBAR + 6" EXT.; HORIZONTAL PROJECTION 2-2XIO 12-4 9-4 DESIGN 7158 3161 FASTEN TO; 4 JOISTS; o TRIBUTARY LOADED AREA IN 2-2XI2 14-4 10-10 HR= HEIGHT OF ROOF RIDGE AS MEASURED WIND WIND SHINGLE SHINGLE BOLTS TWO 1/2" DIAMETER 0 A ROOF SLOPE SF FOR ANY STRUCTURAL ABOVE RAFTER SUPPORT WALLS SPEED, SPEED VASD (MPH) CLASSIFI- CLASSIFI- 0 = MEMBER VOLT (MPH) CATION CATION FOOTING-- ~ THICKNESS; T 12" MINIMUM; PROJECT# 0 0-200 201-600 >600 129 100 G OR H A, D OR WIDTH 6 EACH SIDE OF FIREPLACE WALL DRAWING# REVISION# Y RISE 4" PER Lu 0 FOOT (1:3) 142 110 G OR H F G-102 3 OF 32 TO LESS 16 14 12 BSCAN STICKER THAN 12" PER w FOOT 0:1) I 2 3 4 5 6 I 2 1 3 1 4 1 5 6 ZONING INFO D. ADDRESS: 57190 MAIN ROAD, SOUTHOLD, N.Y. 11971 LOT AREA: 31377 SF SECTION #63 LOT #5.3 BLOCK.# 4 RESIDENCE R-40 DISTRICT RESIDENTIAL ZONING ANALYSIS ARCHITECTURE ENGINEERING CONSUJING P.C. 330 WEST 38 STREET,#309 SECTION REQUIRED / ALLOWED BY ZR PROVIDED / ACTUAL NEW YORK, NY 10018 280 ATTACHMENT 3 11 MINIMUM REQUIREMENTS FOR I FAMILY DWELLING: TEL: 212 380 6114 BULK SCHEDULE FAX: 212 918 3439 N ROAO 5� FOR RESIDENTIAL LOT SIZE: 40,000 SF EXISTING LOT AREA= 31377 SF (0.72 ACRES) EMAIL: INFO@NODENYC.COM YMM.NODEAEC.COM DISTRICTS E_ M , RAE' R-40 DISTRICT LOT WIDTH: 150 FT EXISTING LOT WIDTH: 145 6 �N `/ CONSULTANTS: • , • LOT DEPTH: 175 FT EXISTING LOT DEPTH: 164' LOT COVERAGE: 20% MAX. LOT COVERGE= 31377 x 0.20 = 6275.4 SF. N 150�6•4362p E PROPOSED LOT COVERAGE = 5221 SF FRONT YARD: 40 FT PROPOSED 40 FT J, \oc. SIDE YARD: 15 FT PROPOSED 15 FT SCALE: AS INDICATED 00 \ so,, BOTH SIDE YARDS: 35 FT PROPOSED 55 FT DRAWN BY: NODE P.C. ' REAR YARD: 50FT PROPOSED 50 FT CHECKED BY: NODE P.C. 'L NODE STAMP & SIGNATURE 6o\ LIVABLE FLOOR AREA PROPOSED IST FL= 1087 SF 00 (PER DWELLING UNIT): 850 SQ. FT 2ND FL= 1031 SF so,� \ TOTAL: 1087+1031= 2118 SF 0� MAX. BUILDING HEIGHT: 35 FT PROPOSED 2 STORIES AND 22' HEIGHT �' \ MAX. # OF STORIES: 2 1/2 ' r, 275-3 D SETBACKS I y � NOT WITHIN WETLAND BOUNDARY FINDINGS; PURPOSE; (A) WETLAND BOUNDARY - �� ` JURISDICTION; [51 SWIMMING POOL AND RELATED STRUCTURES: 50 FT V D O SETBACKS \ (B) TOP OF BLUFF NOT WITHIN WETLAND BOUNDARY \ ` Y`= / [4] SWIMMING POOL AND RELATED STRUCTURES: 100 FT _...`� 280-13 A PERMITTED USES OWNER: USE REGULATIONS (1) ON EACH ONE-FAMILY DETACHED DWELLING, NOT TO EXCEED ONE DWELLING PROPOSED ONE FAMILY, ONE DWELLING LOT QB I D I N KAND I C \ C ANY SWIMMING POOL SHALL BE COMPLETELY ENCLOSED WITH A PROPOSED SWIMMING POOL FENCE WITH SELF-CLOSING, �> (4) PERMANENT CHAIN LINK (OR SIMILAR TYPE) FENCE OF NOT MORE SELF-LATCHING DOOR 9 (A) THAN 2-INCH MESH, NOT LESS THAT 4 FEET IN HEIGHT, ERECTED, MAINTAINED & PROVIDED WITH A SELF-CLOSING, SELF-LATCHING GATE TO PREVENT UNAUTHORIZED USE OF THE POOL & TO PREVENT ACCIDENTS. HOWEVER, IF SAID POOL IS LOCATED MORE THAN 4 FT ABOVE THE GROUND, THEN A FENCE IS NOT REQUIRED, PROVIDED \ THAT ALL POINTS OF ACCESS TO SAID POOL ARE ADEQUATELY PROTECTED BY A SELF-CLOSING, SELF-LATCHING GATE. 280-78 A I-FAMILY DETACHED DWELLING: 2 SPACES PER DWELLING PROPOSED TWO-CAR GARAGE REVISIONS/ISSUES SCHEDULE OFF-STREET \ PARKING AREAS NO#j DATE DESCRIPTION \ 280-137 A DESIGN CONSIDERATIONS PROPOSED TWO CAR GARAGE WITH SEPERATE DOOR STANDARDS FOR (8) GARAGES SHOULD BE SET BACK FROM THE FRONT FACADE OF THE RESIDENTIAL SITE (G) BUILDING. TWO-CAR GARAGES SHOULD EITHER HAVE A SEPARATE PLANS DOOR FOR EACH BAY OR HAVE THE APPEARANCES OF AN 0) Lso INDIVIDUAL DOOR FOR EACH BAY. \`\ "ro o6, 280-15 IN THE AGRICULTURAL-CONSERVATION DISTRICT & LOW LOT SIZE: 31377 SF Sr�sLl, �l�0.29 %, ACCESSORY DENSITY RESIDENTIAL DISTRICTS, ACCESSORY BUILDINGS PROPOSED HEIGHT: II FT C \ 00 BUILDINGS AND AND STRUCTURES OR OTHER ACCESSORY USES SHALL BE PROPOSED SIDE YARD: 15 FT STRUCTURES LOCATED IN THE REQUIRED REAR YARD. PROPOSED REAR YARD: 50 FT � ° �3'Zp" E � B BUILDINGS WITH A SLOPING ROOF SHALL BE SUBJECT N 15TO THE FOLLOWING HEIGHT AND SETBACK LIMITATIONS: LOT SIZE: 20,000 - 39,999 PROJECT ADDRESS: MAX. HEIGHT: 18 FT 57190 MAIN ROAD - \ MIN. SETBACKS FOR SIDE AND/OR REAR YARD: 10 FT C SUCH BUILDING SHALL NOT EXCEED 750 SQ. FT ON LOTS PROPOSED 336 SF SOUTHOLD, NY 11971 CK U,NE 20,000 SQ.FT TO 60,000 SQ.FT �` NpR1H SERB r �; 001, 6� } PROJECT SCOPE: SINGLE FAMILY HOME BLL LL 0cr \ , zx'09 S I o \ \ 9p \O, o \ O N I Lu \ DRAWING TITLE: `\ ZONING 1 w U I L cn O 2 \ O 6O \ �p �/. \ F- o A. o \ M 5� S V) PROJECT# H N DRAWING# REVISION# r Lu A-001 4 OF 32- z BSCAN STICKER a a n METES AND BOUNDS PLAN BIG Lu cn 1" = 20'-0" U i 2 3 4 5 6 I 2 3 4 5 6 \ 140'-3 1/2" D- 75'-6 1/4" ARCHITECTURE ENGINEERING CONSULTING P.C. 330 WEST 38 STREET,#309 NEW YORK, NY 10018 -- - -_ TEL: 212 380 6114 • � \\� PROPERTY 140.29' N 750 43'20" E 231-3. 77 7\ FAX: 212 918 3439EMAIL: INFO@NODENYC.COM 0 WWW.NODEAEC.COM E PROPOSED o • \� WATER SERVICE "° '£Z CONSULTANTS: •�V' O �- 01 N p ul '•�7° SCALE: 3/32" = 1'-0" sW \ PROPOSED N DRIVEWAY W DRAWN BY: NODE P.C. O S° oo O CHECKED BY: NODE P.C. NORSETBACK LINE NODE STAMP 6 SIGNATURE \ o TH O - - - - - - - - - - - - - - - - - - - - - - - - - - - , _ \ N NEW 2 STORY + \\ SINGLE FAMILY DWELLING 1 �; \ i l \ \, IST FL. EL. 25' • ' ROWNER ° \\ 50 ABIDIN KANDIC \ � s ` v m \ PROPOSED PATIO ' 7- \\< Lu 02 \ \ Nom( )3- REVISIONS/ISSUES SCHEDULE •• 2 \ N NO# DATE DESCRIPTION \\\ - 0 - 0 7L. �� 1( o ao g \ \ G \ � • \ \\ V� PROJECT ADDRESS: \\ - 57190 MAIN ROAD SOUTHOLD, NY 11971 00 \ \ ry • \ PROJECT SCOPE: 23,.Lr SINGLE FAMILY \ HOME • 19'-II I/2" \\ PARCEL 2 \ DISCTRIICOT: 1000 O Y SECTION: 63 & \\ BLOCK: 4 a LOT: 5.3 o � \ o \ N I Lu \ "0 'bz DRAWING TITLE: 0 • \ • \ SITE z z ` \ 61 I a„ ui \ �5 w • \\ ° 53 O • pGQ' 1.1r co A Q� O J O 2 H c/) PROJECT# 0- 0 N DRAWING* REVISION# uj YA-100 5 of 32— z BSCAN STICKER a N SITE PLAN N 3/32" = 1'-0" Z) U I 2 3 4 5 6 I 2 3 4 5 6 0 - 2 •A-301 A-302 ' ARCHITECTURE ENGINEERING CONSULTING P.0 330 WEST 38 STREET,#309 NEW YORK NY 10018 D- 52'-4" • � TEL: 212 380 6114 Il 1/4" 50'-5 1/2" II 1/4" 11'-2" ' FAX: 212 918 3439 - - - -- - - -- - NORTH SETBACK LINE ` EMAIL: INFO@NODENYC.COM -- -- -- - - - - - - - - - - - - - - - -- - --- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - -- - - - VVWW.NODEAEC.COM L'� • CONSULTANTS: — — — — — — Q — — —`Q — — — — — — — — — — —d — — — — — — — — — ° — — — — — — — — — — — — - — Qa — N ��� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - N \`\ �� • c; 20'-7" 19'-7" co o SCALE: 1/4" = 1'-0" \ DRAWN BY: NODE P.C. IA-3oz \ • CHECKED BY: NODE P.C. NODE STAMP d SIGNATURE 15 -2 3/8 1'-2" fj I I = N I I N El \ 1V a ,. ,/R I \ 2L-r - N N \ • "d A-301 \ I20'-7" 20'-7' w_ i71 r . \ a 1 \ OWNER: 2 ' 20'_,, ABIDIN KANDIC ` I I � \ I a I 19'_7" \ \\ I I I I \\ • \\ L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I I 1 11 11 1, ]+ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —1 N \ • \ 2'-0" 49'-4 3/4" 2'-0" \ \�1 II I 53'-4 3/4" \\ • REVISIONS/ISSUES SCHEDULE r �` \\ • NO# j DATE I DESCRIPTION \ I I A-301 A-302 \ i • i \\ 91 / \\ ° � \ as \\ • C I'-2" 15'-1 1/2" I'-2" 15'-7 1/2" I'-2" 15'-1 1/2" I'-2" 5'-7 5/8" / ' = ' \ \\ • / \ / / ' \ `` • PROJECT ADDRESS: N N� 19-7" ` 57190 MAIN ROAD \- El 0 \ \ \\ SOUTHOLD, NY 11971 \ \ \ \`\ \\ \ \ \ \ \ \ 1 zo 7 \ •` \� PROJECT SCOPE: SINGLE FAMILY ` m= \ \ \ \\ \ HOME B \\ \ \ \ \\ \ 20 _7' / \ & I \ J \ \ \ CD \ \ \ / / ZV \ DRAWING TITLE: U-1 FOUNDATION o \ o \, \ _ J ` Q \ W \ U \ w \ O ` 0 \ J \ _ \ ZD `� S� PROJECT# d � \ ' DRAWING# REVISION# o �N A-101 6 OF 32 \ o \ BSCAN STICKER a , FOUNDATION PLAN N Cl 1/4" = 1'-011 w W U I 2 3 4 5 6 I 2 3 4 5 6 1 2 O SHEET KEYNOTES 0 — A-301 A-302 FUTURE SWIMMING POOL VARIANCE AND v...� OVERALL 53'-I I/2" 1 APPROVAL NEEDED To CENTER of OPG PLANTER 330 WEST 38 STREET ARCHITECTURE ENGINEERING CONSULTING P,C, — 37'-7 7/8" 5 I/2" II'-0 3/8" 3 I/2" 5'-3 I/4" 3 I/2" 5'-3 1/4" 3 I/2" 28'-6 /8" 5 I/2" II'-4 5/8" 2 '#309 TO FACE OF FRAME NEW YORK, NY 10018 TEL: 212 380 6114 ___ _ _ __ _ _ _ _ _ _ - - -- - -� - - - - -NORTH SETBACK LINE- , FAX: 212- - -- -- -- - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - \ O SLATE PATIO LAYED OVER BED OF GRAVEL AND rn \ SAND EMAIL: INFO@NODENYC.COM E VA"NODEAEC.COM PF 106 - \ � HALF WALL 36" H - CONSULTANTS: I Idi I I 'ill III WOOD BURNING FIREPLACE 102 CLOSET T46F .ii i ii ii UP oo \\ <�� 00 � FEl - - 102 Itt- It - - ; \ i O I II i N \ I1 26 SFi o .n _R__IL_ I__ Cl ;p \ O6 KITCHEN ISLAND 4 \ UP g 10'-II 1/8" 5'-2" 5'-2" 28'-5 I/8" I ° ° 2 3 \\ SCALE: I/4" = I'-0" -{ A 302 \\ DRAWN BY: NODE P.C. � II- q 6 \ 4 i \ EE] + UP \ CHECKED BY: NODE P.C. 24'-101/2" I % __._. .__ __.__- - a N, NODE STAMP 8 SIGNATURE LIVING/DINING/KITCHEN N 3'-0 3/8" - N 2 / ' \ O / d 101 2 j _ N 1 L. N A-3ol . .y A-''ol i 1092 SF UP D '� = N 2 I III- I OWNER: ABIDIN KANDIC F"'50'-10 112" cp\N\N / / ---- Fl � �n — -- l09 los \ 107 SUMMER KITCHEN \70 � r � 2 � I I 24'-91/2' I 001 456 SF A-302 1 I REVISIONS/ISSUES SCHEDULE `\ 5 I/2" I 50'-II 3/4" 5 I/2" \ 9'-I 5/8" 16'-9 1/2" 16'-9 1/2" 9'-2 1/8" NO# DATE DESCRIPTION �I� \ UP-- 5 O \ I I T- \ b, C 16'-3 1/4" 16'-9 3/4" 16'-6 1/2" 10 o"s \ ACCESSORY \ BATHROOM 3 \` Ell I I ACCESSORY ENT R 114 531 SF PROJECT ADDRESS: 111 N ROAD p 38 SF , \I 57190 MAI —} o , 1 ; - � 71 III UP ` ACCESSORY POOL \ \ A-301 STORAGE' \\ \\ N 24'-10 1/2" 110 3 241-91/2" 267 SF \\ \ 110 r PROJECT SCOPE: LP s SINGLE FAMILY \\ \ 4 os \ HOME F- B \\ \ % LL \\ \ m 3 � o _ \ / MECHANICAL ROOM 3 00 \ '�N �\ �c\ 112 N \ � \ \ Q `94 SF R`k \ o z \\ II2 153 \\ 0 Ir a �z Q I \\ \ \\ ry \ \ \ \ \ \ \ o DRAWING TITLE: IST FLOOR � Z \ U \ \ UJ N \ \ \ O \ \ 3 5 ZD ' 0 � A - o \ \\ - \\ - PROJECT# EL \ - ' DRAWING# REVISION# o \ W - ' N A-102 7 of 32 \\ / BSCAN STICKER Lu n 1 ST FLOOR PIAN ' / 1/4" = 1'-0" U I I 2 3 4 5 6 I 2 3 4 5 6 O SHEET KEYNOTES 0 O1 TERRACE ll-� • ARCHITECTURE ENGINEERING CONSULTING P,C • 2O ATTIC ACCESS LADDER 330 WEST 38 STREET,#309 NEW YORK, NY 10018 TEL: 212 380 6114 ` 3 12FABBRIC RETRACTABLE AWNING BELOW FAX: 212 918 3439 EMAIL: INFO@NODENYC.COM a-sol A-sot E 9'-I 1/4" 34'-10 5/8" 6'-II 7/8" WWW.NODEAEC.COM OVERALL—►-�— 15'-II 7/8" ` CONSULTANTS: 5 TO CENTER OF OPG — • 1/2" 13'-0 3/4" 3 1/2" 19'-10 1/4" 3 1/2" 13'-3 1/4" 3 1/2" 91-105/81, �TO FACE OF FRAME 3FF 3 N Lr) 12'-11 1/2" 4'-5 1/2" II 13'-2" II 9'-9 3/8" Lo ' II • / II o 3 II (2)2x12 00 3 NII ,; WALK IN CLOSET II NII 203 (I • 'r' SCALE: 1/4" = 1'-0" 68 SF ^ 4 ` IF====-----=----=== LC2048 3 / (3)2x12 II M.BATH / DRAWN BY: NODE P.C. �I U 203 204 / 4 2x12016" O.C. MAX 2x12@16" O.C. MAX 106 SF / BEDROOM I II HALL II o CHECKED BY: NODE P.C. II N 3 `� 201 202 II 204A 2040 - Ln 205 — I A-302 NODE STAMP 8 SIGNATURE 145 SF I) 19'-9" 221 SF ';� 13'-2" II 6'-3" 3'-5 3/8" • — 2 MASTER ROOM II i � N // 201 -0 II FOYER II / ,? I 205 " . 00 (I O v • I � ° ° '- 70 SF O N 5 -0 4 3/4 3 5 5/8" _ - - - II ° N • � `\ 4 �n - - - ---�.� -_._s_.=..__^s_ - - 6X12--- --_ k l \ CV l �� 1 i II �, 11 - -- - - - TLO BELOW 2co N "� 4 i i � I 208 ;o, N 2X12@16" O.C. MAX N (2)2xi2 \ I 11 a-sol , a-sol 3 7C2 II -- - LAUNDRY 5 N II N °° D II 208 I 11 v \ • O (1dG` 4,r:"va 20 SF 4 (I J \ ` / 1 N / 212 BEDROOM 3 4 I) - MASTER BEDROOM II - - \ • � BEDROOM 2 � 207 � OWNER: I O 133 SF '�° 212 SF 11 205 - X -' \ ADI I N K AN D I C _ 139 SF I - II MP \ BATHROOM it THROOM 209 4 6X\2 \ 210 ° 209 I II Zx8@ 00 - gE�-Q� Q'< \\ • 35 SF 35 SF II \ • II N o� N - \ �' 3 II'-5 I/8" 5'-0" II° 5'-0" 10'-5 7/8" ( 3 17'-4 I/2" it 3 --'-bx�O�N oe SEL 9. 1 \ rn in - / 5'-7 1/4" i 5'-7 1/4" / L • 9" / 12" 5 5 4 \ --' \ ` REVISIONS/ISSUES SCHEDULE i N N N N \ / \ \ �' ' \ 0 NO# DATE DESCRIPTION - \ 6 2x6@16" 0.C. MAXLr) \ofd ��-' bX\�� \ • 000 5 i i u i i n i u I n n i u i u � u n i u \`� n n 5 I/2' 11 -4 3/8 5 I/2' 5 -8 I/2 5 I/2' 4'-1 I I/4 3 I/Z" 5'-I I/4 3 I/2 10 -7 I/8 3 I/2" 5 -4 7/8 5 I/2" 5 -8 I/2 5 l/2 5 -5 3/8 5 I/2" 5 -6 I/8 5 I/2, 00 5'-9 7/8" 3'-3 3/4" 3'-3 3/4" 2'-10 5/8" 4'-4 3/4" 6'-2 1/8" 13'-5 1/2" 3'-3 3/4" 3'-3 3/4" 5'-10 7/8"1 1 5'-II 5/8".- gELQ� i 53'-1" , 5'-115/8" X I X IX X X X i1 \ MQG MPX C I I I I I I I \ 9 VK \ 1 1 A-302 \ \ i 3 \ \ PROJECT ADDRESS: L - - - - - - - - - - - - - - - - - - - - - -- - - L - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - J \ 9. , \2 \ 57190 MAIN ROAD 6x12 , — �� \\ SOUTHOLD, NY 11971 7'-10" 8'-5' 8 -5 8'-5" 8'-4 1/4' 7'-Il 1/4 \ \ I A-301 \ \ \ 4/0 o \ \ \ Mpy. o N 3 \ fib" 3 \ PROJECT SCOPE: SINGLE FAMILY B \ HOME > \2 Z \ o ° \ Z LLM o \ a I \ CD \ N \0 31 DRAWING TITLE: 0 \o,5�'$ 2ND FLOOR J Q F- Z W U I W N O 7- 0 0 J O S O /A 0 J O Z h PROJECT# a n/ DRAWING# REVISION# Lu A-103 8 OF 32 o BSCAN STICKER Q N 2ND FLOOR PLAN L 1 1/4" = 1' Lu -0,11 U I 2 3 4 5 6 I 2 3 4 5 6 O SHEET KEYNOTES o — OONLY "SIP" SHALL OVERHANG THE WALL �*�•.•� _ . PERIMETTER ARCHITECTURE ENGINEERING CONSULTING P.C, OPROVIDE FLASHING 330 WEST 38 STREET,#309 2 NEW YORK, NY 10018 I TEL: 212 380 6114 A-301 A-302 FAX: 212 918 3439 62'-11 1/8" O GUTTER EMAIL: INFO@NO ENYC.COM E V^".NODEAEC.COM -- - - 3 CONSULTANTS: - - -- 9" X12" 9" 12" 9 / 12" 9 X12" i I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 N �� ��/ ti+�� O I SCALE: 1/4" ®(2)2x10 (2)2x10 I I DRAWN BY: NODE P.C. 2X10@16" O.C. MAX CHECKED BY: NODE P.C. I 3 NODE STAMP & SIGNATURE " N -- N N N A-302 � r- -� " 46 JAY F 2X12 \ .` '�►' A-sol I A-3ol D I 2 2x10@16" O.C. MAX Imo_ 2X6@12" ' ! 0.C. MAX OWNER: I I I ABIDIN KANDIC " Ln ' r (2)2x10 (2)2x10 (2)2x10 I o +\o �/o N - - - - - - - - - - \OOOO I - 00 REVISIONS/ISSUES SCHEDULE cVL — — _ — — J NO# DATE DESCRIPTION Ln - -- 9i 12" 9"9•�12" - - II il' I A-302 N C I A-301 PROJECT ADDRESS: 1 ROOF PLAN 1/4 1 0 57190 MAIN ROAD - SOUTHOLD, NY 11971 2 A-301 A-302 PROJECT SCOPE: 1AI% %/All SINGLE FAMILY 1 II II II B HOME � II II II 11 A-sot 2x10@16" O.C. MAX Ij j; 2x10@16" O.C. MAX 2x10@16" O.C. MAX / U- 11 11 II II 11� I 2 2 o A-301 11 I N 11 II N A-301 N II II N � II 11 � II 11 v II II J —� II 1� I I ll� I Lu i, 11 II II 11 DRAWING TITLE: II 11 I! 11 ROOF PLAN Q z / /of wx % 1 / UHill I W N O D J O H O N a J O S F- v� PROJECT# d rDRAWING# REVISION# W A-104 9 OF 32 � 1 I A-301 A-302 BSCAN STICKER Q Q i W n ATTIC PLAN J 1/411 = 1'-0" U I 2 3 4 5 1 6 I 2 3 4 5 6 ROOM FINISH SCHEDULE 0 - -- _ - ROOM WALLS FINISHES CEILING aIST LFIL OOR NUMBER NAME AREA PERIMETER FLOOR FINISH NORTH EAST SOUTH WEST FINISH HEIGHT NOTES ARCHITECTURE ENGINEERING CONSULTING PIC IST FL 001 SUMMER KITCHEN 456 SF 98' - II 31/32" SLATE PATIO SIDING 8' - 0" 330 WEST 38 STREET,#309 WALK IN CLOSETi = IST FL 101 LIVING/DINING/KITCHEN 1092 SF 178' - II 1/2" HARDWOOD FLOORING PAINT PAINT PAINT PAINT PAINT 9' - 8T/-F NEW YORK, NY 10018 203 M.BATH IST FL 102 CLOSET 26 SF 20' - 3" CERAMIC TILE PAINT PAINT PAINT PAINT PAINT 9' - 8 I/2" TEL: 212 380 61 14 204 FAX. 212 918 3439 IST FL 103 TOILET 26 SF 20' - 3" CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE PAINT 9' - 8 1/2" HALL EMAIL: INFO@NODENYC.COM MASTER ROOM IST FL 104 GARAGE 540 SF 92' - II 1/2" CONCRETE PAINT PAINT PAINT PAINT PAINT 17' - 4 1/16" 202 FOYER IST FL 110 ACCESSORY POOL STORAGE 267 SF 65' - II 3/4" CERAMIC TILE PAINT PAINT PAINT PAINT PAINT 17' - 9 7/16" WWW.NODEAEC.COM Emm= -/ - ---BEDROOM I 205 IST FL III ACCESSORY ENTRY 38 SF 25' - 3 9/16" CERAMIC TILE PAINT PAINT PAINT PAINT PAINT 8' - 0° CONSULTANTS: 201 O IST FL 112 MECHANICAL ROOM 94 SF 47' - 5 1/2" CERAMIC TILE PAINT PAINT PAINT PAINT IPAINT 17' - 7 21/32" _ _ _ 0o IST FL 113 ACCESSORY BATHROOM 53 SF 37' - 4 7/16" CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE PAINT 8' - 0" It It It LLUNDR' 2ND FL a 2ND FL 201 BEDROOM 1�vu145 SF 48' - 3" HARDWOOD FLOORING PAINT PAINT PAINT PAINT PAINT 10' - 0" 20 SF 2ND FL 202 HALL 221 SF 73' - 4 9/16" HARDWOOD FLOORING PAINT PAINT PAINT PAINT PAINT 10' - 0" 2ND FL 203 WALK IN CLOSET 68 SF 36' - 7 1/2" HARDWOOD FLOORING PAINT PAINT PAINT PAINT PAINT 10' - 0" r= X ❑ 2ND FL 204 M.BATH 106 SF 41' - 6 7/8" CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE PAINT 10' - 0" 2ND FL 205 MASTER ROOM FOYER 70 SF 36' - II 5/16" HARDWOOD FLOORING PAINT PAINT PAINT PAINT PAINT 10' - 0" Fo 2ND FL 206 MASTER BEDROOM 212 SF 61' - 5 3/16" HARDWOOD FLOORING PAINT PAINT PAINT PAINT PAINT 10' - 0" SCALE: 3/16" = 1'-0" ZHROOblATHROOM 2ND FL 207 BEDROOM 3 133 SF 47' - 1 1/4" HARDWOOD FLOORING PAINT PAINT PAINT PAINT PAINT 10' - 0" BEDROOM 2 210 F2-0-9-1BEDROOM 3 MASTER BEDROOM 2ND FL 208 LAUNDRY 20 SF 18' - 3 1/4" HARDWOOD FLOORING PAINT PAINT PAINT PAINT PAINT 8' - 0" DRAWN BY: NODE P.C. 211 207 206 1 2ND FL 209 BATHROOM 35 SF 24' - 0" CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE PAINT 8' - 0" 2ND FL 210 BATHROOM 35 SF 24' - 0" CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE PAINT 10' - 0" CHECKED BY: NODE P.C. 2ND FL 1211 BEDROOM 2 139 SF 49' - 6 3/8" HARDWOOD FLOORING PAINT PAINT PAINT PAINT IPAINT 10' - 0" NODE STAMP & SIGNATURE 2ND FLOOR - ROOM FINISH PLAN )-3/16 1 -0 OWNER: 0 �� ABIDIN KANDIC LSTTOILET0 12 U13 r I ■ REVISIONS/ISSUES SCHEDULE NO#j DATE I DESCRIPTION I o I C SUMMER KITCHEN - -- 001 PROJECT ADDRESS: 456 SF 57190 MAIN ROAD SOUTHOLD, NY 11971 00 C 0 0 F131 FE) 0 CE Y A PROJECT SCOPE: SINGLE FAMILY HOME B E 0 0 2 K Z O a O O 0 I J o � o H AL o° ' N J W DRAWING TITLE: O ROOM FINISH PLANS Q AND SCHEDULE F- Z W U W N O 2 D J O F- 0 O 0 J O S H D N PROJECT# d N DRAWING# REVISION* 0 Lu H A-105 10 OF 32. IST FLOOR - ROOM FINISH PLAN BSCAN STICKER a a I Lu W 3/16" _ 1'-0" I 2 3 4 5 6 i 2 3 4 5 6 SHEET NOTES 0 _ # NOTE _ I WOOD SIDING, SHIPLAP 2 1 1/4" LEDGESTONE TBD ARCHITECTURE ENGINEERING CONSULTING P.C. DIMENSIONAL ASPHALT 330 WEST 38 STREET,#309 ROOFING SHINGLES NEW YORK, NY 10018 4 6" GUTTER WHITE, ALUMINUM TEL: 212 380 6114 WHITE FAX: 212 918 3439 5 SOFFIT - WOOD SIDING EMAIL: INFO@NODENYC.COM EGGSHELL WHITE 000 E 6 ROOF AND PARAPET OUTLINE WWW.NODEAEC.COM 7BELOW GRADE BUILDING OUTLINE CONSULTANTS: 3 — — — — — — — — _ ATTIC SCALE: 1/4" = P-0" 111 .-,._ 46.44 - DRAWN BY: NODE P.C. CHECKED BY: NODE P.C. NODE STAMP & SIGNATURE 0 raz' , XXI o 40c, co I.? IN _ 2ND FL �.:. D { \ — — — 36.00 i-c'}i, •�.��..�� ._{ .:;,'c 1 �� .:-.{-c}.r ¢'r<s� --, '.M�f.: �i-Az,,;�{ - OWNER: \\ �-._.— AB I D I N K AN D I C 1a ` N If \ 1�.� kF 101 S`r " �'t�{t:E' z-1ST :I' \ / "x r✓- � ,�- '� � �.�.i'F Z 1'4 rrt �t _ �,`,=d •u':- °,�.h ^E� � ) ,�� vl �cr REVISIONS/ISSUES SCHEDULE 4 t — — — IST FL 24.87 NO# 1 DATEI DESCRIPTION \ GRADE I- - - - - - - I1 24.00 - - - - - - - - - - - - - - - - - - J T r - - - - - - - - - - - - - - - - - -I - \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - 7 - - - - - - - - - - - - - I I I F - - - - - - - - - - - - - - - - - - - -IT - - - - - - - TI- - - - - - - - - -I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - L - - - - - - - - - L — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J — — — B.OFOOTING 19.56 O n WEST C 1/411 — 11-011 PROJECT ADDRESS: 57190 MAIN ROAD SOUTHOLD, NY 11971 _ — ;o r\ ATTIC 46.44 3 PROJECT SCOPE: 4 SINGLE FAMILY HOME i u- 5 _. 205 OI o ;o0 3 — � I V - N N Z O K a 6 — — — — — — — — — —2ND—FL 36.00 J N t\ � O 7 o0 s T R td < s a �t x :1,i J — f� t �• r. rs�\� -, ;..�'�� �£s Y. �-•�jt'f'�4 ir' ��! �.�kc i � C DRAWING TITLE: k ! �u k v w ,t EXTERIOR O Q r rY�.. iv 5 �+ � ,� � �1� �u' i � � ` I O � \ 4 ! ;t. l � \ ,� ��: S' ELEVATION ol LulN L .L:}-;7�-,�'," :_A.e... ;_ '..c _F. 4:i.T.. /Y- _ -'}...;a• !tom'_-_\C, /t; "�., 5l.c'e 17Y. {Y -QJ �1 �, �$/ 1',-,`�/ I.1 `(alk �, - +.Q/�` S•..'�'.'g/ .�3 w,�� 'Y F. .,�J � n� ''-'a/ �}, i 4 �/�. l.�' 1 f n A�c� ^ r� .. 44 IST FL — F— AN 24.87 I I I i GR 24.00 0 con I I I I I M PROJECT# \ o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -\ \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� `� F- 1 DRAWING# REVISION# 19.56 A-201 11 OF 32 Y W 1- - - - - - - - - - J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -J — — — — — — — — — B.0 FOOTING 0 Z BSCAN STICKER G N n EAST W 1/411 = 1 1-011 cn U I 2 3 4 5 6 I 2 3 4 5 6 SHEET NOTES 0 _ # I NOTE I WOOD SIDING, SHIPLAP 2 1 1/4" LEDG ESTONE TBD ARCHITECTURE ENGINEERING CONSULTING P.C. 3 DIMENSIONAL ASPHALT 330 WEST 38 STREET,#309 ROOFING SHINGLES NEW YORK, NY 10018 DDD 4 6" GUTTER WHITE, ALUMINUM TEL: 212 380 6114 WHITE FAX: 212 918 3439 5 SOFFIT - WOOD SIDING EMAIL: INFO@NODENYC.COM EGGSHELL WHITE p>j 6 BIGRADE BUELD NG OUTLINE W. F AND WWNODEAEC.COM CONSULTANTS: OUTLINE + 00 \ I — — — — — — — — — ATTIC 46.44 SCALE: 1/4" = 1'-0" DRAWN BY: NODE P.C. 4 4 CHECKED BY: NODE P.C. 71,, � 5 NODE STAMP a SIGNATURE O O ` 4 4 4 00 3 Lo - i Olt 01 O I N ol N I \ 3 4 — N 2ND FL J `� 36.00 >�r.N l l _ OWNER: ABIDIN KANDIC Ni *1' + 109 i=. —I— 108 /—� -'!, i + 107 —� tii . 10 112 w:, III I Nofl IST FL 24.87REVISIONS/ISSUES SCHEDULE _ _ _ _ _ _ _ - - - - - - - - - - - - - ; — � - - - - - - - - - - - - — - - - - - ��� NO# DATE DESCRIPTION — � — r - - - - - - - - - -I - - -} - - - - - - - - - - - - - - - - - - - � — I- - - - - - - - - - - - - - - - - -{ - - - - - - - - - - - -- - -I— -f - - -t — - - - - - - - - - - - - - - - - - -I- - 7 — � M 24.00I I I I I I II I I I I I I I - - — —I I- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - L -1 L —LI - - - - - - - - - - - - - - - - - - - -1.-1 - - - - - - - - - - - - - - - - - - - -L J- - - - - - - - - - - - - - - - - - - - I— L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J — — B.Q.FOOTING 19.56 n SOUTH ' C1/411 = 1'-0,1 PROJECT ADDRESS: 57190 MAIN ROAD SOUTHOLD, NY 11971 00 =ELI wyr. v 00 I 3 PROJECT SCOPE: ATTIC SINGLE FAMILY 46.44 B 4 HOME L LL v -, 5 0 U-) 3 0 30 41? 0 00 z r "1.1 - Q N 0 6 0 2ND FL I O - 36.00 w i\j 4 DRAWING TITLE: o _ EXTERIOR O \�� ELEVATIONS J CID Z W Lu '-6< All -x -.< - - - zo R yy ^V^ vh K # O I -.-_ +)f MIN /� / � O M1.. /l KL'^:its , r 99 } r �� � ��t � .• 2 ,:"rpt �� � �_. rd� 2 �'« , IST FL — 24.87 N I I I GR E PROJECT# r - - - - - - - - -I- - - - - - - - - - - - - - -I- - - - - -i J - - 7 - - - - - -} - � - - J 24.00 DRAWING# REVISION# Lu I I I I I I I I I u', A-202 12 OF 32 z - - - - - - - - - - - - � - - - - - - - - - -I I-- - - - - - - - - - - - - - -I I I-l- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I BSCANSTICKER a L - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J — — ��— — — B.0 FOOTING 19.5 W n NORTH cn 1/411 = 11-01' 6 U I 2 3 I 4 5 6 I 2 3 4 5 6 0 SHEET KEYNOTES oD- 0 — ATTIC/MECHANICAL SPACE �"� O ARCHITECTURE ENGINEERING CONSULTING P.C. I ROOF GUTTER 330 WEST 38 STREET,#309 A-502 NEW YORK, NY 10018 3 PATIO SHADING DEVICE TEL: 212 380 6114 i FAX: 212 918 3439 O PATIO SHADING DEVICE TRELLIS EMAIL: INFO@NODENYC.COM 9. E 46.44 ��?• I 05 PATIO TRELLIS COLUMN WWW.NODEAEC.COM _ ATTIC O6 FIREPLACE CONSULTANTS: r 46.44 0 2 7 HALF WALL 2 A-502 O DUMMY CUPOLA BEDROOM 2 BEDROOM I — — — I 9O ATTIC ACCESS HATCH 211 201 —J - 0 Oj O ZD 0 10 ROOF EAVE RETURN SCALE: 1/4" = II-011 139 SF 145 SF 4 3 � - 5 0 11 PORCH ROOF DRAWN BY: NODE P.C. 12 PORCH ROOF COLUMN 36.00 CHECKED BY: NODE P.C. 3 NODE STAMP & SIGNATURE_ 13 COVERED OUTDOOR KITCHEN/DINING AREA - - _ 2ND FL 4 3 36.00 _ 14 SECOND FLOOR TERRACE • c>� ; 04 I 15 TERRACE COLUMNvo' TERRACE G UTTER 1 LIVING/DINING/KITCHEN 7 TERRACE HALF ROOF 0., 17 7 ` ,• � D 109 6 1092 SF 7 / 101 \ o = �p ` ;'�.- °° 2 \ / 2 18 EXTERIOR SIDING �\ _ / 19 OWNER: STAIRS _ A501 4 24.67 ABIDIN KANDIC a \ / _ i\, _ -IST F�_ 4, 4. p 24.87 n, n . o GR E 24.00 =�I=1 I =1�_�_�=1 I I=�_�=11 = -• 11==I I =1 I �=1�1=1�11 11=1 � �=1 I =� °; I I � I I 1=1 I = = I 1=1 I -1 I = 1= 11=1 I I-1 11 = I- I .. �. : : = I I- I -1 — 1= 1=1 =-1 I -_ , . -.•, . —I I -1 =_ b F- B. FOO I— TING 19.56 REVISIONS/ISSUES SCHEDULE I I( I i At I IV I I 1 1 I I I 1 1 1 I I I I I i l I i lI I I I 1 1 1 1 1 1 i I I 1 1 1-I I IV I I IV I I I 1F=, ,-I I I I I I I I I i l-I 11-I 1 11 1 1 1 I I I I I I NO# DATE DESCRIPTION 1 CROSS SECTION 1/4" = 11-0" 8 =�o a C PROJECT ADDRESS: 57190 MAIN ROAD SOUTHOLD, NY 11971 ID\ 46'-5" ATTIC 46.44 10 10 3 4 4 4 4 3 BEDROOM 2 0 /� BEDROOM 3 MASTER BEDROOM of o _ 211 � 207 207 206 139 SF \ 133 SF 212 SF o PROJECT SCOPE: 17 36'-0" SINGLE FAMILY \\ 16 \ _ _ _ HOME 14 - 2ND FL B = 36.00 r;' � I � i - - TERR E LL- o I 35.02 U of Z - a 12 \\ 19 15 \\ - \ LIVING/DINING/KITCHEN o 13 o ao \ 101 — oo — 103 / 106 \/ 1092 SF o N 74 i Lu /�/ /�� z4 -lovz" A Sim DRAWING TITLE: _ IST FLO BUILDING SECTIONS QJ W I _II —_— II_ I --_ _ _ _ —_ ------- PI —II _ I _ IIIII— II_ I IIIIII � II G24.o � I—I I — I —I I —__ i II— I I—I I 1=11 —i — — I �.: : I —I HE— I I—I — i I— I— i—III—I I 1=1 B.0 FOOTING I1=_ I�I�ttt�1 1�1�t —ISI I1=_ fi i _t 1 Ifi�tt —111-1 t_ 19.56 — I PEI I _ — I = I — _ 1— — I —I I I _— I — I — — 1= 1— I I— I 1=1151154 1 I— I i—I I I=1 = =1 — I—_—I I == I—I I = I — I I— I — 1 I—I I —I I— I I—I I I-- III—III—III—III--III—III—I I 1—III—III—IIIIII—III—III—III III—III—III III III I i IIII—III—III—i I I III III III—III III III III III III—III III IIIIII—III III—IIIIII—III III III I I I 0 J O 2 D V) PROJECT# a o- DRAWING# REVISION# r o � LONGITUDINAL SECTION A-301 13 OF 3� z � — 0 1/411 = 11-011 BSCAN STICKER a a N W N U I 2 3 1 4 5 6 I 2 3 4 5 6 Hi i 0 SHEET KEYNOTES 0 - ODORMER �- ARCHITECTURE ENGINEERING CONSULTING P.0 O ROOF GUTTER 330 WEST 38 STREET,#309 "zo I O ROOF SOFFIT NEW YORK, NY 10018 9 TEL: 212 380 6114 7 77 FAX: 212 918 3439 4O EXTERIOR SIDING, TYPICAL ON SECOND FLOOR EMAIL: INFO@NODENYC.COM ATTIC _ _ _ _ _ _ATTIC E 46.44 46.44 — / — ATTIC O WWW.NODEAEC.COM / 46.44 5 LEDGESTONE, TYPICAL ON FIRST FLOOR 2ND FL CEILING _ — — — _ — 2ND FL CEILING _ _ 2ND FL CEILING CONSULTANTS: 45.50 45.50 45.50 O PATIO SHADING DEVICE 4 O7 FIREPLACE :o LEDGESTONE FLASHING 2 OATTIC/MECHANICAL SPACE 10 ROOF EAVE RETURN SCALE: AS INDICATED 2 DRAWN BY: NODE P.C. 3 :o CHECKED BY: NODE P.C. 4 ol NODE STAMP & SIGNATURE l � Y �b J . -.` D o �f N 7 / 2ND FL — — _ — _ 2ND FL _ K' _ 2ND FL 36.00 / I 36.00 36.00 OWNER: 3ABIDIN KANDIC 35.02 TERRACE ACE - — — — a5o TERRACE 35.02 IST _ _ IST FL CLG 34.37 CLG _\ _ — — I 34.37 � — — IST FL CLG50 o � 5'-Il 5/8 34.37 N 8 8 8 - 6 5 REVISIONS/ISSUES SCHEDULE \ o NO# DATE DESCRIPTION � 5 , a iv 7 \ T o� C ' , , , , 2 A-501 PROJECT ADDRESS: / N S? 57190 MAIN ROAD SOUTHOLD, NY 11971 IST FL — _ — _ _ — IST FL _ — — — — — — IST FL 24.87 _ _ a �- 24.87 24.87 OO — GRADE — _ ; _ — GRADE — GRADE 24.00 ° _ o — 24.00 _ —_24.00 — — I —I ' d �I I I I II I II u _ _ /• ' O O O O O O - O O Ou Ov O •O.Q —I I �I I —I Imo— �- I ( I-�_I E I ISI I I=I I —I I —I II- CO - -- — Lo a L(' • - / °• N � - _ r° _ PROJECT SCOPE: 89.0.E FOOTING — — B. FOOTING _ 1 :B.O,F0019156 JINGLE FAM I LY B = - U i IA i I HOME I I I I I I, / 1 u- Ll- Ia 1 n WALL SECTION 1 n WALL SECTION 2 n WALL SECTION 3 1/2" = 1'-0" 1/211 = 1'-0" z Of a i1'-7 t/2" 4 1/4" 11 1/4 4" 1'-2 1/8" 1'-I" 43/4" 41/8"_� o 14" 4" 5/8" 6" 2 5/8" 4" 17/8" I I/2" 4" 5/8" 5 I/2" 5/8" 3/4" 'I 1/2" 4" 5/8" 5 1/2, 5/8" 5/8" 3� I/2" 5/8" 5/8" 3 1/2"T FOUNDATION DRAINAGE BOARD LEDGESTONE VENEER, AZEC SIDING 5/8" GYPSUM WALL BOARD 5/8" GYPSUM WALL BOARD I'' 4" EPS INSULATION SET IN MORTAR BACKING 2X3 BATTEN 3 1/2" STUD WALL 3 1/2" STUD WALL DRAWING TITLE: o ICF ASSEMBLY, 2 5/8" EPS FORM W3 BATTEN MEMBRANE 4" EPS INSULATION 5/8" GYPSUM WALL BOARD WALL SECTIONS ° -ICF ASSEMBLY, 6" CORE 5/8 ZIP SYSTEM WALL a ICF ASSEMBLY, 2 5/8" EPS FORM 4" EPS INSULATION 5 1/2" STUD WALL - 4" EPS INSULATION — 5/8" ZIP SYSTEM WALL 5 1/2" BATT INSULATION z 5 I/2" STUD WALL 5/8" GYPSUM WALL BOARD 5 1/2" BATT INSULATION 5/8" GYPSUM WALL BOARD 0 4 ' a O . 9d N A <. p Oa FOUNDATION ICF 6" WALL EXTERIOR, STONE CLADDING EXTERIOR, SHIP LAP INTERIOR, TWO SIDES GYPSUM INTERIOR, ONE SIDE GYPSUM 2 3 / 5 PROJECT# o �-F Y N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. DRAWING# REVISION# cnZ A-302 14 OF 3 BSCAN STICKER Q Q U) cl�w U I 2 3 4 5 6 I 2 3 4 5 6 0 D - ARCHITECTURE ENGINEERING CONSUITING P.0 330 WEST 38 STREET,#309 NEW YORK, NY 10018 TEL: 212 380 6114 FAX: 212 918 3439 EMAIL: I NFO@NODENYC.COM E WINDOW TRIM WWW.NODEAEC.COM 5/8" GYPSUM BOARD CONSULTANTS: 4NU 5 1/2" R 19 BATT INSULATION WOOD SHEATHING; 5/8" "ZIP SYSTEM®" � N o RIGID INSULATION: N STYROFOAM TWO (2) N 2"X24"X96" STAGGERED 2x3 PRESSURE TREATED BATTENS @ 16" O.C. ALLIGNED WITH STUDS SCALE: 1 1/2" = 1'-0" WOOD SIDING, SHIPLAP DRAWN BY: NODE P.C. 1/4X10 X 8" MASTER GRIPPER DT2000 BY 2ND FL— LELAND INDUSTRIES VERTICALLY @16" O.C. CHECKED BY: NODE P.C. 2ND FL 36.00 36.00 NODE STAMP 8 SIGNATURE TERRACE 35.02 D co - \ � / IST FL CLG IST FL CLG — 34.37 34.37 — — — OWNER: ABIDIN KANDIC 3/4" HARDWOOD FLOOR 1 1/2" CHANNELS @16" O.C. SOUND ATTENUATION BLANKET 1 1/2" CHANNELS @32" O.C. 3/4" PLYWOOD 2XI2 @12" O.C. 5/8" GYPSUM BOARD n FLOOR /WALL DETAIL REVISIONS/ISSUES SCHEDULE 1 1/211 11-011 NO#j DATE I DESCRIPTION 5/8" GYPSUM BOARD C 5 1/2" R 19 BATT INSULATION WOOD SHEATHING; 5/8" "ZIP SYSTEM®" WATERPROOFING MEMBRANE: rl BITUTHENE® 4000 FLEXIBLE,(TYP.) PROJECT ADDRESS: TERMINATE 24" ABOVE GRADE 57190 MAIN ROAD RIGID INSULATION: STYROFOAM 4"X24"X96" SOUTHOLD, NY 11971 2X3 PRESSURE TREATED BATTENS @ 16" O.C. ALLIGNED WITH STUDS I/4X10 X 8" MASTER GRIPPER DT2000 BY IST FL - _ IST FL _ LELAND INDUSTRIES VERTICALLY @16" O.C. 24.87 24.87 aCEMENT BACKER BOARD; ° • ° °` 1/2" DUROCKO BRAND SCREWED TO Z- GIRTS WITH I-I/4" DUROCK STEEL SCREWS •° ..°.dd• ,� ' ,° ed :p°• ..y., .. Ord - .. nd °,°• .Q .° p:•4 'a- �e•. .• ..d°' -`'d. 1 1/4" LEDGESTONE TBD o DELTA®-BUG SCREEN .a• Y z 5/8" ANCHOR BOLT @ 32" O.C. GRADE —24.00 ° _ _ (TYP ARROUND PERIMETER) 1-111- GEOCOMPOSITE DRAINAGE SHEET SYSTEM: — — - DELTA DRAIN _ _ #5 VERTICAL REINFORCEMENT @32" O.C. PROJECT SCOPE: ,O o 00 •oo 0 0�0 70-0 00 0 00 0 00 0 00 0 00 0 0�o o�o 0' '0 0o 0 00 0 00 0 00 0 oO c ° I= I —I —I —III- INSULATED CONCRETE FORMS, 6" CORE 2-5/8" '009 o0°oC�'oC�'oC�'o�'oC�'oC�'oCPoC�'oC�'oC�'oCPoC�'oC�'oC�'ot — EPS FORMS SINGLE FAMILY O o O O o O o O o O o O o O o O o O o O o O o O o O o O o O o O o O o o a - 0 0 0 0 0 0 0 0 < o -_=1 I I=_= HOME B - =III=1 =1 1= 11= °. 1 r u- / U- 0 FOUNDATION /WALL DETAIL 0 Q 5" CONCRETE SLAB REINFORCED WITH o WWF 6X6-W2.9XW2.9 — — — — WATERPROOFING MEMBRANE: RIGID HENES 4000 STYROFOAMA BRAND DECKMATE" _--I — — ---- (TYPT VERT. MEMBRANE)BLE, PLUS , 4"X24"X96" =1 = I — I=I = 11= RIGID INSULATION: DRAWING TITLE: o WATERPROOFING MEMBRANE: I =I STYROFOAM" BRAND DECKMATE" BITUTHENE® 4000 FLEXIBLE,(TYP.) — — ,a — ——— PLUS , 2"X24"X96" DETAILS TERMINATE 24" ABOVE GRADE INSULATED CONCRETE FORMS, 6" CORE, 2" MUD SLAB _I _ _ _ _ = 2-5/8" EPS FORMS w 6" GRAVEL BED — — — - - - CANT STRIP LLLEFF = 1 - - - - I SUITABLE FILL, BACKFILLED IN LAYERS MAX — GEOCOMPOSITE DRAINAGE SHEET SYSTEM: o MOD DEFIEDAND COMPACTED TO 959'o OF ° EP _ = DELTA DRAIN • = RIGID INSULATION: d d' °a ° _ STYROFOAM" BRAND DECKMATE" _I o • a` ; a • . = PLUS , 4"X24"X96" _ j = GRAVEL BED ARROUND p d•- ~ - '' °' DRAIN PIPE co A • - 3000 PSI CONCRETE FOOTING " 2 4 #5 HORIZONTAL FOOTING 2"° . d _ a'd. `• •de -.211' REINFORCEMENT B.O. FOOTING - 19.56 rI I — DRAWING# REVISION# A-501 15 of 32 BSCAN STICKER Q 1ST FLOOR DETAIL FOOTING DETAIL u 4 1 1/2" = 1'-0" 1'-0 1 1/2" = " W N D U I 2 3 4 5 6 I 2 3 4 5 6 o — ARCHITECTURE ENGINEERING CONSUITING P,C 330 WEST 38 STREET,#309 NEW YORK, NY 10018 TEL: 212 380 6114 9" BATT INSULATION - R30 FAX: 212 918 3439 EMAIL: I NFO@ NODE NYC.COM E_ WWW.NODEAEC.COM CONSULTANTS: CLOSED CELL SPRAYFOAM SCALE: 1 1/2" = 1'-0" s DRAWN BY: NODE P.C. CHECKED BY: NODE P.C. 0 �B NODE STAMP &SIGNATURE ATTIC ATTIC 46.44 A7777i 01 CO 9" BATT INSULATION - R30 - 2ND FL CEILING D5/8"co 5/8" GYPSUM BOARD c^` L05/8" RESILIENT CHANNEL CLOSED CELL SPRAYFOAM OWNER: 2x8 BLOCKING AB I D I N KAN D I C �C 3/4" PLYWOOD q - (2) 2x6 9N BATT INSULATION R30 �L DOUBLE TOP PLATE 10" WOOD JOISTS @16 O.C. F 5/8" ZIP SHEETING 5/8" REILIENT CHANNES @16" O.C. s'y/�c� RIGID INSULATION: 5/8" GYPSUM BOARD � STYROFOAM 4"X24"X96" 5/8" OSB SUBSTRATE ICE AND WATER SHIELD MIN. 48" FROM ROOF PERMITER UP TO RIDGE REVISIONS/ISSUES SCHEDULE DIMENSIONAL ASPHALT ROOFING INO# DATE DESCRIPTION SHINGLES ATTIC FLOOR WHITE ALUMINUM DRIP EDGE OVER 2 1 11/2" = 1'-O" THE GUTTER AND UNDER THE ICE AND WATER SHIELD 000 6" GUTTER WHITE, ALUMINUM WHITE C i -11 112" �— 2X6 HEADER IX8 FASCIA EGGSHELL WHITE WOOD SIDING EGGSHELL WHITE 2X4 LOOKUOT PROJECT ADDRESS: 2X3 BRACING 57190 MAIN ROAD HORIZONTAL 2x4 PRESSURE SOUTHOLD, NY 11971 TREATED BATTENS @16 O.C. ANCHORED TO VERTICAL BATTENS 5/8" 5 1/2" 5/8" 4" 1 1/2';-3/4" VERTICAL 2x3 PRESSURE TREATED BATTENS @16" O.C. ALIGNED WITH STUDS I/4XI0 X 8" MASTER GRIPPER DT2000 BY LELAND INDUSTRIES VERTICALLY @12" O.C. RIGID INSULATION: STYROFOAM 4"X24"X96" - n ROOF/WALL DETAIL PROJECT SCOPE: SINGLE FAMILY B HOME U- U- O z O a g O 0 CD I N I w DRAWING TITLE: DETAILS O J Q IY F-- Z W U I W N O S 0 J O 1- O /� 0 /-�. 0 J O 2 H cin PROJECT# IL o_ DRAWING# REVISION# Y Lu A-502 16 OF 3.2 z 0 BSCAN STICKER a a N W N U I 2 3 4 5 6 I 2 3 4 5 6 DOOR MATERIAL LEGEND D�, EXTERIOR DOOR SCHEDULE - PRELIMINARY AL ALUMINUM DOORS SCHEDULE NOTESo _ DOOR FRAME HCWD HOLLOW CORE WOOD SIZE ELEVATION SAFETY FRAME FRAME I. AIR LEAKAGE: PROVIDE FLASHING, WINDOW DAMS, EXPANDABLE FOAM \..../ SFGL SAFETY GLASS SEALANT, AND CAULKING AT ROUGH OPENING/WINDOW FRAME JOINTS F58i WIDTH HEIGHT TYPE OPERATION HANDING MATERIAL GLAZING GLAZING MATERIAL ELEVATION FRAME GLAZING ACCEPTABLE MANUFACTURERS NOTES TO CREATE A CONTINUOUS AIR BARRIER WITH SURROUNDING WALL ARCHITECTURE ENGINEERING CONSULTING P.0 5/8" 95 1/4" B SWINGING RIGHT SRWD GLASS INSERTS NO WD 2 NO GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA SRAL/ STILE & RAIL ALUMINUM W/ SYSTEM. ' SFGL SAFETY GLASS " 96" E2 LIFT AND SLIDE RIGHT SRAL TRIPLE REQUIRED AL 4 NO GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHOCO INTERNATIONAL KG, WICONA 330 WEST 38 STREET,#309 4" 96" E2 LIFT AND SLIDE RIGHT SRAL TRIPLE REQUIRED AL 4 NO GASTALDELLO SISTEMI S.P.A. METRA SPA SCHOCO INTERNATIONAL KG WICONA SRWD STILE & RAIL WOOD 2• AIR LEAKAGE: PROVIDE FLASHING, EXPANDABLE FOAM SEALANT, AND NEW YORK NY 10018 CAULKING AT ROUGH OPENING/SKYLIGHT FRAME JOINTS TO CREATE A TEL: 212 380 6114 4" 96" E2 LIFT AND SLIDERIGHT SRAL TRIPLE REQUIRED AL 4 NO GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHOCO INTERNATIONAL KG, WICONA WD WOOD CONTINUOUS AIR BARRIER WITH SURROUNDING ROOF SYSTEM. FAX: 212 918 3439 110 144" 96" E2 LIFT AND SLIDE RIGHT SRAL TRIPLE REQUIRED AL 4 NO GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA III 35" 95 I/2" B SWINGING LEFT SRWD GLASS INSERTS NO WD 2 NO GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHOCO INTERNATIONAL KG, WICONA 3. ALL DOORS ELEVATIONS SHOWN AND INDIVIDUAL DOORS HANDING EMAIL: INFOa�NODENYC.COM E 112 35" 95 1/2" B SWINGING RIGHT SRWD GLASS INSERTS NO WD 2 NO GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHOCO INTERNATIONAL KG, WICONA DOOR TYPES LEGEND INDICATED ARE AS VIEWED FROM OUTSIDE OF THE HOUSE/ROOM. VVWW.NODEAEC.COM 113 216" 96" F OVERHEAD - NO - - INO GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHOCO INTERNATIONAL KG, WICONA A FLUSH 4. "LEFT HAND" DOOR HANDING FOR SWINGING DOORS SHALL MEAN: CONSULTANTS: 205 84" 84" E2 LIFT AND SLIDE LEFT SRAL TRIPLE REQUIRED AL 4 NO GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHOCO INTERNATIONAL KG, WICONA WHEN VIEWED FROM THE OUTSIDE OF THE HOUSE/ROOM HINGES SHALL B STILE & RAIL BE ON THE LEFT SIDE OF THE DOORS. "RIGHT HAND" DOOR HANDING FOR SWINGING DOORS SHALL MEAN: B2 STILE & RAIL - GLASS WHEN VIEWED FROM THE OUTSIDE OF THE HOUSE/ROOM HINGES SHALL C2 FOLDING - 4 PANEL BE ON THE RIGHT SIDE OF THE DOORS. INTERIOR DOOR SCHEDULE - PRELIMINARY D POCKET "LEFT HAND" DOOR HANDING FOR LIFT AND SLIDE AND POCKET DOORS E2 LIFT AND SLIDE SHALL MEAN: DOOR FRAME WHEN VIEWED FROM THE OUTSIDE OF THE HOUSE/ROOM SLIDING PANEL SIZE ELEVATION SAFETY ELEVATION FIRE RATING F OVERHEAD & COILING SHALL BE ON THE LEFT SIDE OF THE DOORS. MARK WIDTH HEIGHT THICKNESS TYPE OPERATION HANDING MATERIAL GLAZING GLAZING MATERIAL TYPE LABEL ACCEPTABLE MANUFACTURERS NOTES "RIGHT HAND" DOOR HANDING FOR LIFT AND SLIDE AND POCKET DOORS SCALE: AS INDICATED G GLASS SHALL MEAN: WHEN VIEWED FROM THE OUTSIDE OF THE HOUSE/ROOM SLIDING PANEL 102 30" 84" 2" A SWINGING LEFT HCWD NO - WD 1 SHALL BE ON THE RIGHT SIDE OF THE DOORS. DRAWN BY: NODE P.C. 103 34" 80" 2" A SWINGING RIGHT HCWD NO - WD I NR 106 36" 80" 2" A SWINGING LEFT HCWD NO - WD I NR 114 34" 80" 2" A SWINGING RIGHT HCWD NO - WD I NR CHECKED BY: NODE P.C. 115 36" 84" 2" A SWINGING LEFT HCWD NO - - - NR NODE STAMP 8 SIGNATURE 201 36" 84" 2" A SWINGING LEFT HCWD NO - WD I NR 203 64" 80" 1 1/2" D POCKET - HCWD NO - WD I NR 204A 36" 80" 1 1/2" D POCKET RIGHT HCWD NO - WD I NR / • 2048 25 I/8" 84" G SWINGING RIGHT SFGL FULL REQUIRED - - NR ,o� yr �� SWINGING LEFT SFGL FULL REQUIRED - - NR \`4� 204C 26 84" G SWING f ' 205 36" 84" 2" A SWINGING LEFT HCWD NO - WD I NR ' I, 207 34" 80" 2" A SWINGING RIGHT HCWD NO - WD I NR 208 60" 80" 2" A SWINGING LEFT HCWD NO - WD I NR D 209 34" 80" 2" A SWINGING RIGHT HCWD NO - WD I NR 211 34" 80" 2" A SWINGING RIGHT HCWD NO - WD 1 NR (R7 J @x- 212 30" 80" 2" A SWINGING RIGHT HCWD NO - WD I NR .-- OWNER: DOOR ELEVATION TYPES DOOR FRAME TYPES ABIDIN KANDIC 59 7/8" 24" 1/2" DOOR WIDTH 1/2" DOOR WIDTH DOOR WIDTH 1 CV _ DOOR WIDTH �3" REVISIONS/ISSUES SCHEDULE / NO# j DATE I DESCRIPTION / lxxxxl o _ = 0 0 0 0 0 0 C i i tz o 0 o \ 0 \ \ o PROJECT ADDRESS: 57190 MAIN ROAD SOUTHOLD, NY 11971 DOOR ELEVATION DOOR ELEVATION DOOR ELEVATION DOOR ELEVATION TYPE A TYPE B TYPE C2 TYPE D FRAME ELEVATION FRAME ELEVATION FRAME ELEVATION FRAME ELEVATION TYPE I TYPE 2 TYPE 3 TYPE 4 PROJECT SCOPE: SINGLE FAMILY HOME B 0 U Z O rx QQ I DOOR ELEVATION DOOR ELEVATION J TYPE E2 TYPE E2 , I LEFT HAND RIGHT HAND 0 W w DRAWING TITLE: DOOR SCHEDULE 0 O a Z , W \ , U \ / W \ , O \ / 2 \ / O \ / NOA / J , \ S D / \ � ,' \\ PROJECT# o ` DRAWING# REVISION# r / \ Lu \\\ A-601 17 OF 32- BSCAN STICKER / \ a / \ a DOOR ELEVATION DOOR ELEVATION DOOR ELEVATION w TYPE F TYPE G TYPE G LEFT HAND RIGHT HAND U I 2 3 4 5 6 I 2 3 4 5 6 WINDOW SCHEDULE - PRELIMINARY AL-TB AWINDOW MATERIAL LEGEND LUMINUM-THERMALLY BROKEN DOORS SCHEDULE NOTES o — SIZE MARK WIDTH HEIGHT OPERATION HANDING MATERIAL GLAZING COUNT ACCEPTABLE MANUFACTURERS NOTES I. AIR LEAKAGE: PROVIDE FLASHING, WINDOW DAMS, EXPANDABLE FOAM �...� I 30" 60" TILT-TURN LEFT AL-TB TRIPLE I GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA SEALANT, AND CAULKING AT ROUGH OPENING/WINDOW FRAME JOINTS TO CREATE A CONTINUOUS AIR BARRIER WITH SURROUNDING WALL ARCHITECTURE ENGINEERING CONSULTING P.0 1 30" 60" TILT-TURN RIGHT AL-TB TRIPLE I GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA SYSTEM. 2 48" 36" TILT-TURN LEFT AL-TB TRIPLE I GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA 330 WEST 38 STREET,#309 2 48" 36" TILT-TURN RIGHT AL-TB TRIPLE I GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA 2. ALL WINDOWS ELEVATIONS SHOWN AND INDIVIDUAL WINDOW HANDING NEW YORK, NY 10018 3 42" 60" TILT-T'URN RIGHT AL-TB TRIPLE 2 GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA INDICATED ARE AS VIEWED FROM OUTSIDE OF THE HOUSE. TEL: 212 380 6114 3. "LEFT HAND" WINDOW HANDING SHALL MEAN: FAX: 212 918 3439 4 54" 60" TILT-TURN LEFT AL-TB TRIPLE i GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA WHEN VIEWED FROM THE OUTSIDE OF THE HOUSE HINGES SHALL BE ON EMAIL: INFO@NODENYC.COM 4 54" 60" TILT-TURN RIGHT AL-TB TRIPLE 3 GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA THE LEFT SIDE OF THE WINDOW, AND HANDLE SHALL BE ON THE RIGHT E 5 24" 36" TILT-TURN LEFT AL-TB ITRIPLE I I GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA SIDE OF THE WINDOW. WWW.NODEAEC.COM 5 24" 36" TILT-TURN RIGHT AL-TB ITRIPLE 2 GASTALDELLO SISTEMI S.P.A., METRA SPA, SCHUCO INTERNATIONAL KG, WICONA "RIGHT HAND" WINDOW HANDING SHALL MEAN:WHEN VIEWED FROM THE OUTSIDE OF THE HOUSE HINGES SHALL BE ON CONSULTANTS: THE RIGHT SIDE OF THE WINDOW, AND HANDLE SHALL BE ON THE LEFT SIDE OF THE WINDOW. WINDOW ELEVATIONS SCALE: AS INDICATED DRAWN BY: NODE P.C. CHECKED BY: NODE P.C. NODE STAMP & SIGNATURE //✓ !/ 1 1 `1 �� O \\ // 0 �� /'/ \\\ /moi \\ // \\\ate v!\v \\ \v /; O1 \. c\ TILT - TURN TILT - TURN TILT - TURN TILT - TURN TILT - TURN TILT - TURN TILT - TURN TILT - TURN TILT - TURN OWNER: RIGHT HAND & LEFT HAND & RIGHT HAND & LEFT HAND & RIGHT HAND & RIGHT HAND & LEFT HAND & RIGHT HAND & LEFT HAND & AB I D I N KAND I C TILT@TOP TILT@TOP TILT@TOP TILT@TOP TILT@TOP TILT@TOP TILT@TOP TILT@TOP TILT@TOP REVISIONS/ISSUES SCHEDULE NO# j DATE I DESCRIPTION C PROJECT ADDRESS: 57190 MAIN ROAD SOUTHOLD, NY 11971 PROJECT SCOPE: SINGLE FAMILY B HOME 0 U Y z O QQ rlI O I O I O N I J DRAWING TITLE: 0 WINDOWS SCHEDULE J Q F- H z UJ U I W U) D O S J O 2 H O /A i 0 J O S I- c0n PROJECT# CL DRAWING* REVISION* Y A-602 18 OF 3 z 0 BSCAN STICKER Q Q Lu N U I 2 3 4 5 6 I 2 3 4 5 6 F X. THE FINAL ACCEPTANCE WILL BE MADE AFTER THE 6. AIR OUTLETS 9. INSULATION - GENERAL REQUIREMENTS B. MATERIAL: -' CONTRACTOR HAS ADJJSTED HIS EQUIPMENT, BALANCED THE B. ALL KITCHEN HOOD EXHAUST DUCTWORK SHALL BE INSULATED "GENERAL CONDITIONS OF THE CONTRACT FOR VARIOUS SYSTEMS, DEMONSTRATED THAT IT FULFILLS THE A. GENERAL: A. ALL INSULATION MATERIALS, INCLUDING JACKETS, FACING, 1) TYPE P-I: MINIMUM 4 LB DENSITY MOLDED FIBERGLASS, AS FOLLOWS: 0 STRUCTION", AIA DOCUMENT A201, LATEST EDITION, AND REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS AND ADHESIVE, COATINGS, AND ACCESSORIES ARE TO BE FIRE MAXIMUM 0.23 K-FACTOR AT 75 DEG F MEANSE SPECIFICATIONS AS APPLICABLE ARE PART OF THIS HAS FURNISHED ALL THE REQUIRED CERTIFICATES OF 1) MARGIN TYPES, COLORS, FINISH AND METHODS OF HAZARD RATED AND LISTED BY TEMPERATURE WITH FACTORY-APPLIED FIRE-RETARDANT 1) INSULATION: CALCIUM SILICATE BLOCK. THE MAXIMUMTRACT. INSPECTION AND APPROVAL. ATTACHMENT FOR ALL DIFFUSERS, GRILLES AND UNDERWRITERS LABORATORIES, INC. USING STEINER FOIL-SKRIM-KRAFT FACING. ALL SERVICE JACKET. K-FACTOR SHALL BE 0.44 AT 300 DEG F MEAN REGISTERS TUNNEL SIMILAR TO OWENS-CORNING 650 ASJ. TEMPERATURE WITH A MINIMUM DENSITY OF 12 LB.APPLICABLE CODES, LAWS AND REGULATIONS GOVERNING OR Y. SPECIFICATIONS ARE OF SIMPLIFIED FORM AND INCLUDE SHALL BE COORDINATED WITH ARCHITECTURAL CEILING TEST METHOD FOR FIRE HAZARD CLASSIFICATION OF THE BLOCK SHALL BE SCORED AS REQUIRED TO FIT ARCHITECTURE ENGINEERING CONSULTING P.C. RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCOMPLETE SENTENCES. WORDS OR PHRASES SUCH AS AND BUILDING 2) TYPE P-3: MINIMUM 4 LB DENSITY MOLDED FIBERGLASS ROUND DUCTS AND EQUIPMENT. PROVIDE THICKNESS AS 330 WEST 38 STREET,#309 INCORPORATED INTO AND MADE A PART OF THESE "THE CONTRACTOR SHALL". "SHALL BE , "FURNISH , " WALL DETAILS AND SPECIFICATIONS. MATERIALS, STANDARD UL 723 (ASTM E-84), (ASA A2.5- FITTING, MAXIMUM 0.23 K-FACTOR AT 75 DEG F MEAN REQUIRED TO PROVIDE 2 HOUR FIRE RATING BUT NO LESS NEW YORK, NY 10018 SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT "A", "THE", AND "ALL" HAVE BEEN OMITTED FOR BREVITY. 1963). TEMPERATURE SIMILAR TO EPOLUX HAMFAB MOLDED THAN 2 IN. MINIMUM THICKNESS. INSULATION SHALL BE TEL: 212 380 6114 , BY THE CONTRACTOR WHO SHALL INFORM THE OWNER, PRIOR TO 2) FRAME TYPE SUITABLE FOR MOUNTING IN CEILING OR FLAMESPREAD: MAXIMUM 25. FITTINGS. INSTALLED IN TWO EQUAL THICKNESS LAYERS WITH FAX: 212 918 3439 SUBMITTING A PROPOSAL, OF ANY WORK OR MATERIALS Z. DEFINITIONS: WALL FUEL CONTRIBUTED AND SMOKE DEVELOPED: MAXIMUM 50. STAGGERED JOINTS OR SEAMS. THE INSULATION SHALL EMAIL: INFO@NODENYC.COM WHICH VIOLATE ANY OF THE ABOVE LAWS AND REGULATIONS. CONSTRUCTION AS INDICATED ON ARCHITECTURAL FLAMEPROOFING TREATMENTS SUBJECT TO 3) TYPE P-4: MINIMUM I LB DENSITY FIBERGLASS FITTING BE ASBESTOS FREE AND BE SIMILAR TO MANVILLE ANY WORK DONE BY THE CONTRACTOR CAUSING SUCH VIOLATION 1) "PROVIDE": TO SUPPLY, INSTALL AND CONNECT UP PLANS. DETERIORATION INSERTS, MAXIMUM 0.28 K-FACTOR AT 75 DEG F MEAN THERMO-12. WWW°NODEAEC°COM E SHALL BE CORRECTED BY THE CONTRACTOR. COMPLETE AND READY FOR SAFE AND REGULAR FROM MOISTURE OR HUMIDITY ARE NOT ACCEPTABLE. TEMPERATURE SIMILAR TO MANVILLE HI-LO TEMP OPERATION THE PARTICULAR WORK REFERRED TO 3) EXACT LOCATION OF ALL AIR OUTLETS AS PER INSULATION INSERTS. C. INVESTIGATE EACH SPACE THROUGH WICH EQUIPMENT MUST BE UNLESS SPECIFICALLY OTHERWISE NOTED. ARCHITECTURAL PLANS. B. DEFINITIONS: 2) FINISH: WHITE FINISHING AND INSULATING CEMENT. CONSULTANTS: ONE (I) COAT SHALL BE APPLIED OVER HEXAGONAL WIRE MOVED. WHERE NECESSARY, EQUIPMENT SHALL BE SHIPPED FROM 4) TYPE P-6: MINIMUM 6 LB MOLDED FOAMED PLASTIC. MESH. THE CEMENT SHALL BE SIMILAR TO KEENE MANUFACTURER IN SECTIONS OF SIZE SUITABLE FOR MOVING 2) "INSTALL": TO ERECT, MOUNT AND CONNECT COMPLETE 4) SUITABLE FOR OPERATION AT 20% EXCESS AND 20% 1) EXPOSED: INDOOR DUCTS, PIPING OR EQUIPMENT MAXIMUM 0.27 K-FACTOR AT 75 DEG F MEAN SUPERSLICK. THROUGH AVAILABLE RESTRICTIVE SPACES. WITH RELATED ACCESSORIES. LESS MECHANICALLOCATED IN EQUIPMENT THAN NOTED CAPACITY FOR CONSTANT VOLUME SYSTEMS AREAS WH CH WILL BE VISIIB EW THOU REMOVING N TEMPERATURE. MAXIMUM SIMILARTO ARMSTRONGARMAFLEX 11.0.17 C. KITCHEN EXHAUST FAN: CENTRIFUGAL FAN OF SPUN ALUMINUM ASCERTAIN FROM BUILDING OWNER AT WHAT TIMES OF DAY EQUIPMENT MAY BE MOVED THROUGH ALL AREAS. 3) "FURNISH" OR "SUPPLY": TO PURCHASE, PROCURE, AND AT 20% EXCESS AND 60% LESS THAN NOTED CEILINGS OR OPENING ACCESS PANELS. CONSTRUCTION IN HORIZONTAL CONFIGURATION, ACQUIRE AND DELIVER COMPLETE WITH RELATED CAPACITY FOR VARIABLE VOLUME SYSTEMS. C. FINISH: NON-OVERLOADING. FAN WHEELS, ADJUSTABLE BELT DRIVE, D. DUCTWORK AND PIPING IS :SHOWN DIAGRAMMATICALLY AND DOES ACCESSORIES. MANUFACTURER RESPONSIBLE FOR EXAMINING 2) CONCEALED: INDOOR DUCTS, PIPING OR EQUIPMENT MOTOR OUT OF AIR STREAM WITH FORCED MOTOR COOLING AND NOT SHOW ALL OFFSETS, DROPS AND RISES OF RUNS. APPLICATION WHICH IS NOT EXPOSED. 1) TYPE F-1: FITTING COVER, MOLDED WHITE PVC JACKET, INTERNAL VIBRATION ISOLATED FAN ASSEMBLIES. THE CONTRACTOR SHALL ALLOW IN HIS PRICE FOR ROUTING OF 4) "WORK": LABOR, MATERIALS, EQUIPMENT, APPARATUS, OF EACH OUTLET AND GUARANTEE THAT EACH WILL UL CLASS I, MAXIMUM PERMEANCE 0.05 SIMILAR TO FURNISH WITH DISCONNECT SWITCH. DUCTWORK AND PIPING TO AVOID OBSTRUCTIONS. CONTROLS, ACCESSORIES AND OTHER ITEMS REQUIRED PROVIDE REQUIRED NC LEVELS AND COMFORT SPACE 3) OUTDOOR: DUCTS, PIPING OR EQUIPMENT WHICH IS MANVILLE ZESTRON, SCALE: 1/4" = 1'-0" EXACT LOCATIONS ARE SU13JECT TO APPROVAL OF FOR PROPER AND COMPLETE INSTALLATION. CONDITIONS WITHOUT DRAFTS THROUGHOUT OPERATING EXPOSED TO THE WEATHER. ARCHITECT. COORDINATION WITH THE EXISTING SERVICES, RANGE. 2) TYPE F-2: WHITE VAPOR BARRIER COATING WITH IOx10 14. PIPING - GENERAL REQUIREMENTS INCLUDING THOSE OF OTHER TRADES IS REQUIRED. 5) "CONCEALED": EMBEDDED IN MASONRY OR OTHER OR DRAWN BY: NODE P.C. CONSTRUCTION, INSTALLED IN FURRED SPACES, WITHIN 5) ALL REGISTERS AND DIFFUSERS SHALL BE PROVIDED WITH 10. DUCTWORK INSULATION 20x20 MESH WHITE GLASS, POLYESTER OR NYLON CLOTH A. COMPLETE WITH: PIPE, FITTINGS, VALVES, STRAINERS, E. SUPPORT ALL DUCTWORK AND PIPING FROM BUILDING STRUCTURE DOUBLE PARTITIONS OR HUNG CEILINGS, IN TRENCHES, OPPOSED BLADE VOLUME DAMPERS. DAMPER OPERATING REINFORCING MEMBRANE, MINIMUM 31 MIL DRY FILM MOTORIZED VALVE OPERATORS, HANGERS, SUPPORTS, GUIDE, CHECKED BY: NODE P.C. AND/OR FRAMING IN AN APPROVED MANNER. WHERE OVERHEAD IN CRAWL SPACES, OR IN ENCLOSURES. LEVERS S.SHALL BE ACCESSIBLE AT THE FACE OF AIR A.INSULATION NODE STAMP & SIGNATURE LATE ALL DUCTWORK IN ACCORDANCE WITH THICKNESS, SIMILAR TO FOSTER TITE-FIT, UL LABEL. SLEEVES, AND ACCESSORIES. CONSTRUCTION DOES NOT PERMIT FASTENING OR SUPPORTS FOR EQUIPMENT, FURNISH ADDITIONAL FRAMING. INSERTS SHALL BE 6) "EXPOSED": NOT INSTALLED UNDERGROUND OR SCHEDULE EXCEPT AS OTHERWISE NOTED. 3) TYPE F-4: ALUMINUM JACKETING WITH MINIMUM 0.016 B. ALL ITEMS SHALL BE FURNISHED AND INSTALLED IN ~ STEEL, SLOTTED TYPE AND FACTORY PAINTED. SINGLE ROD "CONCEALED" AS DEFINED ABOVE. B. SQUARE DIFFUSERS: DIFFUSERS SHALL BE STEEL CONSTRUCTION IN. ACCORDANCE WITH THE LATEST EDITIONS OF THE FOLLOWING PAINTED WHITE SUITABLE FOR THE TYPE OF CEILING. INSULATION SCHEDULE - DUCTWORK WALL THICKNESS AND LONGITUDINAL JOINTS WITH CODES AND STANDARDS: SHALL BE SIMILAR TO GRINNELL FIG. 281. MULTI-ROD SHALL BE SIMILAR TO FEE & MASON SERIES 9000 7) "SIMILAR" OR "EQUAL": EQUAL IN MATERIALS, WEIGHT, LOCK WITH END CAPS AND CLOSURE STRIPS. MAXIMUM LOADING SIZE, DESIGN AND EFFICIENCY OF SPECIFIED PRODUCT. C. REGISTERS AND GRILLES: SERVICE LOCATION THICKNESS MATERIAL FINISH SEAMS. 1) AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME). INCLUDING PIPES, DUCTWORK CONTENTS AND COVERING SHALL f ; NOT EXCEED 75% OF RATED INSERT CAPABILITY. 1) RETURN AND EXHAUST REGISTERS: STEEL CONSTRUCTION SUPPLY] CONCEALED I" D-I 4) TYPE F-6: WHITE FINISHING AND INSULATING CEMENT 2) AMERICAN SOCIETY FOR TESTING AND MATERIALS CA WHEN SUPPORTING FROM BUILDING USE BEAM CLAMPS IN 2. SCOPE OF WORK WITH VOLUME DAMPER. VAPORSEAL APPLIED OVER HEXAGONAL WIRE MESH. CEMENT SIMILAR (ASTM). APPROVED MANNER. RETURN TO KEENE SUPERSLICK. A. THE WORK UNDER CONTRACT INCLUDES ALL LABOR, MATERIALS 2) SUPPLY REGISTERS: ALUMINUM CONSTRUCTION 3) AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). D F. INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR AND APPLIANCES NECESSARY FOR THE FURNISHING, INSTALLING ADJUSTABLE INTAKE ALL 2" D-3 D. OUTDOOR PIPING: C 71'� OPERATION, MAINTENANCE AND REPAIR. MINOR DEVIATIONS FROM AND TESTING, COMPLETE AND READY FOR SAFE OPERATION OF DOUBLE DEFLECTION ALUMINUM AIRFOIL LOUVERS, WITH VAPORSEAL4) MANUFACTURERS STANDARDIZATION SOCIETY OF THE f� 'y DRAWINGS MAY BE MADE TO ACCOMPLISH THIS, BUT CHANGES THE SYSTEMS. WORK SHALL BE INSTALLED IN A NEAT, VOLUME DAMPER. PROVIDE AIR EQUALIZING DEFLECTOR DR I) FOR ALL PIPING, FITTINGS AND VALVES LOCATED VALVE AND FITTING INDUSTRY (MSS). WHICH INVOLVE EXTRA COST SHALL NOT BE MADE WITHOUT WORKMANLIKE MANNER. WHERE REGISTER COLLAR DUCT IS LESS THAN 2 FT SUPPLY,/ EXPOSED I" D-2 OUTDOORS, INCREASE SCHEDULED INSULATION APPROVAL. LONG. VAPORSEAL THICKNESS C. ALL PRESSURIZED PIPING TO BE TESTED HYDROSTATICALLY TO OWNER: K. THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND MATERIALS, B. THE CONTRACTOR SHALL GIVE NECESSARY NOTICE, FILE RETURN BY A MINIMUM OF I IN. AND PROVIDE F-4 FINISH. 150 PSI OR 150% OF OPERATING, WHICHEVER IS GREATER, BUT AND ALL PARTS OF ADJACENT STREETS, BUILDING, ,, S DEWAL SAND PAVEMENTS, FREE FROM JURISDICTION, OBTAIN SPECIFICATIONS PERMITS ORITH THE DEPARTMENT LI LICENSES NECESSARY TO VOLUME 3) TRANSFVOLUMES AMPERES: STEEL CONSTRUCTION WITHOUT PROEXHAUST EXPOSED 2" D-3 ANDVIDE VAPORSEAL ON ALL OUTDOOR FITTINGS SUBJECT TO CONDENSATION.PIPES, VALVES NEVER EXCEED TEST TEST DURATION TO BE 2ESSURE ANSI HOURS WITH NO B16.1 PRESSURE CHANGE AB I D I N KAND I C MATERIAL AND DEBRIS RESULTING FROM THE EXECUTION OF THIS CARRY OUT THIS WORK AND PAY ALL FEES THEREFORE. VAPORSEAL CORRECTED FOR TEMPERATURE CHANGE. REPAIR OR REPLACE WORK. EXCESS MATERIALS WILL NOT BE PERMITTED TO THE CONTRACTOR SHALL ARRANGE FOR INSPECTION AND TESTS E. INSTALLATION: LEAKS OR DEFECTS WITHOUT ADDITIONAL COST. ACCUMULATE EITHER ON THE INTERIOR OR THE EXTERIOR. OF ANY OR ALL PARTS OF THE WORK IF SO REQUIRED BY 7. NOISE CONTROL B. REINSULATE ALL DUCTWORK AND PIPING WHICH IS AUTHORITIES AND PAY ALL CHARGES FOR SAME. THE CONTRACTOR EXISTING AND 1) BEFORE APPLYING INSULATION ALL PRESSURE AND LEAK D. PROVIDE DIELECTRIC FITTINGS WHERE DISSIMILAR METALS ARE L. SEAL OPENINGS AROUND DUCTS AND PIPING THROUGH PARTITIONS, SHALL PAY ALL COSTS FOR, AND FURNISH TO THE OWNER A. ALL ROOM NC LEVELS SHALL BE 35 OR LESS. DAMAGED DURING CONSTRUCTION OR SHOWN OR REQUIRED TESTS SHALL BE COMPLETED AND APPROVED. TO BE JOINED. WALLS AND FLOORS (NOT IN SHAFTS) WITH MINERAL WOOL OR BEFORE FINAL BILLING, ALL CERTIFICATES NECESSARY AS TO OTHER NONCOMBUSTIBLE MATERIAL. EVIDENCE THAT THE WORK INSTALLED CONFORMS WITH ALL B. PROVIDE SOUNDLINING FOR THE FOLLOWING DUCTWORK: BE RELOCATED. INSULATE WITH SAME MATERIAL AND 2) ALL INSULATION SHALL BE BUTTED FIRMLY TOGETHER. E. PIPE SUPPORTS: REGULATIONS WHERE THEY APPLY TO THIS WORK. 1) ALL DUCTWORK WITHIN MECHANICAL ROOMS AND NOT THICKNESS. PROVIDE 2 IN. LAMP STRIPS AT ALL SEAMS SECURED M. PROVIDE ALL NECESSARY FLASHING AND COUNTERFLASHING TO LESS WITH ADHESIVE. USE VAPOR BARRIER TAPE AND 1) PROVIDE ADEQUATE SUPPORT FOR PIPE AND CONTENTS MAINTAIN THE WATERPROOFING INTEGRITY OF THIS BUILDING AS C. THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO THAN 20 FT ON EACH SIDE OF ALL FANS AND AC C. NON-INSULATED DUCTWORK: VAPORSEAL ADHESIVE WHERE REQUIRED. STAPLES NOT TO PREVENT SAGGING, VIBRATION, OR SWAYING AND REQUIRED BY THE INSTALLATION OR REMOVAL OF PIPES, DUCTS, REPLACE OR REPAIR PROMPTLY AND ASSUME RESPONSIBILITY FOR UNITS. PERMITTED. REFRIGERANT PIPING INSULATION SHALL ALLOW FOR EXPANSION AND CONTRACTION(. REVISIONS/ISSUES SCHEDULE LOUVERS, CONDUIT, AND EQUIPMENT. PROVIDE EQUIPMENT CURBS ALL EXPENSES INCURRED FOR ANY WORKMANSHIP AND EQUIPMENT 1) WHERE SOUNDLINING IS OF MINIMUM THICKNESS HAVE MITERED FITTINGS. PROVIDE SUPPLEMENTAL STEEL AS REQUIRED WHERE AND DUNNAGE STEEL AS REQUIRED. IN WHICH DEFECTS DEVELOP WITHIN ONE YEAR FROM THE DATE OF 2) AIR TRANSFER DUCTS. SPECIFIED FOR INSULATION. STRUCTURE CANNOT SUPPORT POINT LOAD'S. lNO# j DATE I DESCRIPTION FINAL CERTIFICATE FOR PAYMENT AND/OR FROM DATE OR ACTUAL 3) ALL INSULATION AND VAPOR BARRIERS SHALL BE N. ALL PRESENT MATERIAL, EQUIPMENT AND CONSTRUCTION DEBRIS USE OF EQUIPMENT OR OCCUPANCY OF SPACES, BY OWNER, INCLUDED 3) DOWNSTREAM OF ALL VARIABLE AIR VOLUME BOXES FOR D. MATERIAL: CONTINUOUS PASSING THROUGH SLEEVES, HANGERS, 2) HORIZONTAL PIPING TO BE SUPPORTED BY FORGED STEEL TO BE REMOVED UNDER THIS CONTRACT SHALL BECOME THE UNDER THE VARIOUS PARTS OF THE WORK, WHICHEVER A ETC., OR OTHER OPENINGS. ADJUSTABLE CLEVIS TYPE HANGER. MAXIMUM SPACING AS PROPERTY OF THE CONTRACTOR WITH THE EXCEPTION OF DATE IS EARLIER. THIS WORK SHALL BE DONE AS DIRECTED BY MINIMUM OF 10 FT. 1) TYPE D-I: MINIMUM I-LB DENSITY FIBERGLASS PROVIDE SADDLES OR SHIELDS FOR PROTECTION. FOLLOWS: SPECIFIC EQUIPMENT AND APPARATUS REQUESTED BY THE THE OWNER. THIS GUARANTEE SHALL ALSO PROVIDE THAT BLANKET, BUILDING REPRESENTATIVE:, ARCHITECT OR AS NOTED TO BE WHERE DEFECTS OCCUR, THE CONTRACTOR WILL ASSUME 4) ALL MIXED AIR PLENUMS, EXCEPT WHERE MOISTURE MAXIMUM 0.28 K-FACTOR AT 75 DEG F MEAN 4) INSULATION FOR STRAINERS OR OTHER FITTINGS OR A. STEEL I IN. AND SMALLER: 7 FT. RELOCATED ON THE DRAWINGS SHALL BE PROPERLY DISPOSED OF RESPONSIBILITY FOR ALL EXPENSES INCURRED IN REPAIRING AND CARRYOVER FROM OUTDOOR AIR WILL OCCUR. TEMPERATURE WITH FACTORY-APPLIED FOIL-SKRIM- ACCESSORIES REQUIRING SERVICING OR INSPECTION BY THIS CONTRACTOR. REPLACING WORK OF OTHER TRADES AFFECTED BY DEFECTS, KRAFT SHALL HAVE INSULATION REMOVABLE AND REPLACEABLE B. STEEL 1-1/4 IN. AND LARGER: 10 FT. REPAIRS OR REPLACEMENTS IN EQUIPMENT SUPPLIED BY THE 5) ALSO WHERE NOTED ON A DRAWING. FACING SIMILAR TO MANVILLE MICROLITE. WITHOUT DAMAGE. 0. MATERIALS AND WORKMANSHIP, UNLESS OTHERWISE NOTED, CONTRACTOR. C. COPPER 3 IN. AND SMALLER: 7 FT. SHALL BE IN ACCORDANCE WITH BUILDING STANDARDS. C. SOUNDLINING IN DUCTWORK: FIBROUS GLASS, MINIMUM 3 LB 2) TYPE D-2: 3 LB. FIBERGLASS BOARD. THE MAXIMUM D. CONTROLLED INSPECTION BY A LICENSED PROFESSIONAL ENGINEER DENSITY, I IN. THICKNESS, MAXIMUM 0.25 K-FACTOR AT 75 K-FACTOR SHALL BE 0.23 AT 75 DEG F MEAN 12. VIBRATION ISOLATION D. ADDITIONAL SUPPORTS AT CHANGES IN DIRECTION, P. THE WORK IN THE BUILDING SHALL BE DONE WHEN AND AS TO BE HIRED BY THIS CONTRACTOR. DEG F TEMPERATURE WITH A MINIMUM DENSITY OF 3 LB. RUNOUTS, AND CONCENTRATED LOADS DUE TO DIRECTED, AND IN A MANNER SATISFACTORY TO THE OWNER. MEAN TEMPERATURE WITH ACRYLIC COATED FINISH FACTORY THE INSULATION SHALL BE PROVIDED WITH A A. GENERAL: VALVES, ETC. THE WORK SHALL BE PERFORMED SO AS TO CAUSE THE LEAST E. PRIOR TO THE INSTALLATION OF ANY WORK AND PROCUREMENT OF APPLIED EDGE COATING AND STENCILED IN ACCORDANCE WITH FACTORY-APPLIED ALL PURPOSE OR ALL SERVICE POSSIBLE INCONVENIENCE AND DISTURBANCE TO THE PRESENT EQUIPMENT PROVIDE COMPLETE SET OF COORDINATED SHOP NFPA 90. FLAMESPREAD SHALL BE A MAXIMUM OF 25. FACING. 1) PROVIDE ISOLATION FOR EQUIPMENT, PIPING AND 3) VERTICAL PIPING: PROJECT ADDRESS: OCCUPANTS. PANG AND CONTROL SYSTEMS INDICATING CAPACITY DIMENSIONS BE TYPE 814 EQUIPMENT, LINING SHALL NOT SUPPORT MICROBIAL GROWTH AND SHALL THE INSULATION SHALL BE EQUAL TO MANVILLE DUCTWORK. P A. BASE ELBOW SUPPORT WITH BEARING PLATE ON 57190 MAIN ROAD Q CONTRACTOR'S THE PERFORMANCE THE WORK ALL WORK ALL BE AND ARCHITECT AND F OPERATION NE G21/G22. INSTALL IN INTRUCT FOR WRITTEN APPROVAL BY THE TESTED IN ACCORDANCE WITH ASTM C 1071 AND ASTM SPIN-GLAS AP. 2) ACCORDANCE WITH MANUFACTURER'S STRUCTURAL SUPPORT. SOUTH OLD, NY 11971 REGULAR WORKING HOURS. SIMILAR TO MANVILLE PERMACOTE LINA COUSTIC. 3) TYPE D-3: MINIMUM 6 LB FIBERGLASS BOARD. B. GUIDES AT EVERY SECOND FLOOR (SPACING NOT WHEN SO DIRECTED, HOWEVER, THE CONTRACTOR SHALL INSTALL MAXIMUM 0.22 K-FACTOR AT 75 DEG F MEAN 3) PROVIDE LEVELING DEVICES AND APPROVED RESILIENT TO EXCEED 25 FT). WORK IN OVERTIME AND THE ADDITIONAL COST TO BE CHARGED 3. SHOP DRAWINGS D. ALL SOUDLINING, ADHESIVES, FACES AND ACCESORRIES TO BE TEMPERATURE WITH FACTORY-APPLIED ALL RESTRAINING DEVICES AS REQUIRED TO LIMIT THEREFORE SHALL BE ONLY THE "PREMIUM" PORTION OF APPLIED IN ACCORDANCE WITH MANUFACTURER'S PURPOSE OR EQUIPMENT C. TOP SUPPORT HANGER OR SADDLE IN HORIZONTAL THE WAGES PAID. A. INDICATE ON EACH SUBMISSION: PROJECT NAME AND LOCATION, RECOMMENDATIONS, EXCEPT AS OTHERWISE NOTED. ALL SERVICE FACING. SIMILAR TO MANVILLE AND PIPING MOTION IN EXCESS OF 1/4 IN. CONNECTION WITH PROVISIONS FOR EXPANSION. ARCHITECT AND ENGINEER, ITEM IDENTIFICATION AND APPROVAL 817 SPIN-GLAS AP. R. UNLESS OTHERWISE SPECIFICALLY SPECIFIED, INCLUDE ALL STAMP OF PRIME CONTRACTOR. 8. TESTING AND BALANCING 4) ACCEPTABLE MANUFACTURERS: D. INTERMEDIATE STEEL RISER CLAMP SUPPORT CUTIING AND PATCHING OF EXISTING FLOORS, WALLS, PARTITIONS E. INSTALLATION: BOLTED AND WELDED TO PIPE BEARING ON AND OTHER MATERIALS IN THE EXISTING BUILDING. B. SUBMISSIONS: A. AIR BALANCING SHALL BE ACCOMPLISHED BY ADJUSTMENT OF A. MASON INDUSTRIES, INC. STRUCTURAL STEEL OR BEARING PLATE AT FLOOR. THE CONTRACTOR SHALL RESTORE THESE AREAS TO ORIGINAL FANS AND BRANCH DAMPERS FOR MAJOR ADJUSTMENTS. 1) FIBERGLASS BLANKET: 2 IN. LAP STRIPS AT ALL CONDITION. 1) SUBMISSIONS II IN. x 17 IN. OR SMALLER: IF THE ADJUSTMENT OF TERMINAL DAMPERS AND DEVICES SHALL BE SEAMS. B. VIBRATION EUMINATOR CO. SUBMISSION IS A CATALOG CUT, THEN THE CONTRACTOR FOR TRIM OR MINOR ADJUSTMENT ONLY. THIS SHALL BE SECURE BOTTOM OF ALL DUCTS OVER 24 IN. WIDE 15. CONDENSATE DRAIN PIPING SHALL SUBMIT ONE ORIGINAL AND TWO COPIES. DONE WITH C. KORFUND DYNAMICS CORP. OTHERWISE, HE SHALL SUBMIT THREE COPIES. TO PERMIT THE LEAST NOISE GENERATION IN THE MIN. 2 ROWS OF WELD PINS 12 IN. ON CENTER. A. PIPE: ASTM B88, HARD DRAWN COPPER TUBING TYPE T. ALL EQUIPMENT SHALL HAVE AN MEA AND/OR BSA NUMBER. THIS THE ARCHITECT WILL FORWARD THE ORIGINAL AND ONE TERMINAL AREAS AND UTILIZE MINIMUM FAN ENERGY. SECURE ALL SEAMS WITH FOIL VAPOR BARRIER TAPE B. CEILING-HUNG FANS AND EQUIPMENT: INFORMATION MUST BE INCLUDED IN THE SUBMITTAL PACKAGE. COPY (TWO COPIES WHEN NO ORIGINAL IS RECEIVED) TO AND B. FITTINGS: SOLDERED JOINT FITTINGS, 95/5 SOLDER. THE ENGINEER. ALL CATALOG CUTS SHALL BE COMPLETE. B. WATER BALANCING SHALL BE ACCOMPLISHED BY ADJUSTMENT VAPORSEAL ADHESIVE. 1) PROVIDE SPRING HANGER ROD ISOLATORS. STEEL PROJECT SCOPE: U. ALL MATERIAL AND EQUIPMENT TO BE NEW UNLESS OTHERWISE OF BALANCING VALVES AT PUMPS FOR PROPER FLOW. COMPRESSION SPRING AND NEOPRENE SOUND PAD WITHIN C. PITCH, EXCEPT AS NOTED: SINGLE FAMILY NOTED AND SHALL BE IN ACCORDANCE WITH BUILDING STANDARDS. 2) SUBMISSIONS LARGER THAN 11 IN. x 17 IN.: SUBMIT TWO ADJUST FLOW THROUGH BOILERS, CHILLERS, HEAT 2) FIBERGLASS BOARD: SEAL JOINTS AND BREAKS IN A STEEL RETAINER BOX. SIMILAR TO MASON TYPE PCHS. PRINTS AND ONE PAPER SEPIA TO THE ARCHITECT. THE ARCHITECT WILL FORWARD ONE PRINT AND THE PAPER EXCHA AI) I IN. IN 4 FT PREFERRED. AND COILS AS REQUIRED. FACING WITH 3 IN. WIDE TAPE TO MATCH FACING AND 2) 1 IN. MINIMUM STATIC DEFLECTION. 1/2 IN. MINIMUM HOME B W. INSURANCE: IN ACCORDANCE WITH BUILDING REQUIREMENTS AND SEPIA TO THE ENGINEER. ADHERE RESERVE DEFLECTION. FACTORY-PRELOADED TO 75% OF 2) 1 IN. IN 8 FT MINIMUM. SHALL INCLUDE A HOLD HARMLESS CLAUSE FDR OWNER AND C. UPON COMPLETION OF THE INSTALLATION, THE CONTRACTOR WITH VAPOR SEAL ADHESIVE. APPLY 5 IN. WIDE RATED LOAD. ENGINEER. C. SUBMIT SHOP DRAWINGS FOR THE FOLLOWING: SHALL REBALANCE ANY EXISTING PORTIONS OF AIR TAPE AT D. SWING CHECK VALVES: AT CONDENSATE PUMP DISCHARGE. DISTRIBUTION SYSTEM AND WATER DISTRIBUTION SYSTEM CORNERS, WELD PINS ON TOP, SIDES AND BOTTOM. 3) PROVIDE SUPPLEMENTAL STEEL AS REQUIRED WHERE 300 LB WOG, BRONZE BODY SOLDER ENDS, REGRINID BRONZE 1) DUCTWORK LAYOUT AND SHEET METAL DESIGNS. AFFECTED BY THE RENOVATION AND ALSO BALANCE ALL NEW EQUIPMENT OR STRUCTURE CANNOT SUPPORT POINT DISC TO BE USED WITH COPPER TUBING. JENKINS FIG. 1222. WORK. LOADS. 2) AIR OUTLETS. II. PIPING INSULATION D. THE CONTRACTOR SHALL PROVIDE ALL LABOR, PRESSURE C. FLOOR MOUNTED EQUIPMENT HAVING INTERNAL ISOLATION: 16. MOTORS: 0� 3) AIR BALANCE REPORT. GAUGES, FLOW METERS, SHEAVES, AND BELTS REQUIRED TO A. INSULATE ALL PIPING IN ACCORDANCE WITH INSULATION BALANCE SYSTEMS. SCHEDULE EXCEPT AS OTHERWISE NOTED. 1) PROVIDE 5/16 IN. THICK NEOPRENE ACOUSTICAL BASE A. MOTORS (UNDER HVAC WORK): IN ACCORDANCE WITH NEMA, 4) AC UNITS AND FANS. PADS OF RIBBED OR WAFFLE CONSTRUCTION. IEEE AND ANSI C50 STANDARDS: E. BALANCING REPORT SHALL BE PROVIDED ON AABC-TYPE INSULATION SCHEDULE - PIPING SIMILAR TO MASON TYPE W. 5) PIPING LAYOUT. FORMS. 1) STANDARD EFFICIENCY UNLESS OTHERWISE NOTED. CI SERVICE SIZE THICKNESS MATERIAL 2) 50 PSI MAXIMUM LOADING. PROVIDE STEEL BEARING J 6) OPERATING SEQUENCES. F. FANS, AIR HANDLING UNITS, PUMPS, HEAT EXCHANGERS AND FINISH PLATE TO DISTRIBUTE LOAD WHERE REQUIRED. 2) 1.15 SERVICE FACTOR. o COILS SHALL BE BALANCED TO WITHIN +5% OF THEIR DESIGN 0 7) VIBRATION ISOLATION. CAPACITIES. ALL OTHER AIR AND WATER QUANTITIES SHALL LOW TEMP UP TO 4" 1" P-1 D. FLOOR-MOUNTED EQUIPMENT REQUIRING EXTERNAL VIBRATION 3) SQUIRREL CAGE INDUCTION, OPEN DRIPPROOF TYPE, BE VAPORSEAL ISOLATION: 1750 RPM, NEMA TYPE B INSULATION CLASS, CONTINUOUS DRAWING TITLE: 0 8) ELECTRIC DAMPER MOTORS. BALANCED TO WITHIN +10% OF THE DESIGN QUANTITIES. 40 DEG 0 100 I) PROVIDE BUILT-IN RESILIENT VERTICAL LIMIT STOPS. DUTY, EXCEPT AS NOTED. MECHANICAL NOTES N 9) AUTOMATIC CONTROL SYSTEMS AND DEVICES. G. THE EQUIPMENT TO BE DEMONSTRATED RATED BY THE CO TRACTOR. FITTINGS UP TO 4" I" P-4 SEPARATED BY 1/16AND CAPACITY OF ALL SYSTEMS AND PROVIDE TWO RIN. SHEET STEEL. TAPPED HOLES S OF 1/4 IN. NEOPRENE BASE D AND SPECIFICATION Z) VAPORSEAL SHALL BE IN TOP PLATE FOR BOLTING TO EQUIPMENT. = 4. AS-BUILTS AND EQUIPMENT OPERATION INSTRUCTIONS & VALVES F-I ISOLATORS SHALL BE CAPABLE OF SUPPORTING LOW TEMP EQUIPMENT AT A FIXED ELEVATION DURING ISOLATION. A. ON COMPLETION AND ACCEPTANCE OF WORK, THIS CONTRACTOR 40 TO 100 0 SHALL FURNISH WRITTEN INSTRUCTIONS, EQUIPMENT MANUALS DEG F 2) 1 IN. MINIMUM STATIC DEFLECTION. AND DEMONSTRATE TO THE OWNER THE PROPER OPERATION AND o MAINTENANCE OF ALL EQUIPMENT AND APPARATUS FURNISHED 3) CORROSION RESISTANT WHEN EXPOSED TO WEATHER. 0 UNDER THIS CONTRACT. 4) PROVIDE SUPPLEMENTAL STEEL AS REQUIRED WHERE A B. THESE INSTRUCTIONS SHALL BE TYPED ON 8-1/2 IN. x II IN. EQUIPMENT OR STRUCTURE CANNOT SUPPORT POINT con PAPER AND BOUND IN THREE-RING BINDERS WITH CLEAR ACETATE LOADS. a COVERS. THE CONTRACTOR SHALL GIVE THREE COPIES OF THE INSTRUCTIONS TO THE OWNER AND ONE COPY TO THE ENGINEER. PROJECT# 0 ,~c C. THE INSTRUCTION BOOKLET SHALL BE ORGANIZED IN SECTIONS, DRAWING# REVISION# En WITH ONE SECTION PER SYSTEM. THE COVER OF THE INSTRUCTION BOOKLET SHALL BEAR THE NAME, ADDRESS AND PHONE NUMBER M-OOI 19 of 32 0 OF THE PROJECT, ARCHITECT, ENGINEER, MECHANICAL BSCAN STICKER 0 CONTRACTOR AND SUBCONTRACTORS. N D. REPRODUCIBLE "AS-BUILT" DRAWINGS INDICATING AS INSTALLED Of CONDITIONS SHALL BE PROVIDED TO THE ARCHITECT AFTER COMPLETION OF THE INSTALLATION. U I 2 3 1 4 5 6 I 2 3 4 5 6 ND 17. MOTOR CONTROLLERS 9) EACH REFRIGERATION CIRCUIT SHALL BE PRE-PIPED WITH IRC TYPE "L" REFRIGERANT COPPER TUBING. A. PROVIDED BY HVAC CONTRACTOR AND INSTALLED AND WIRED BY EACH REFRIGERATION SYSTEM SHALL INCLUDE, BUT NOT BUILDING MECHANICAL SYSTEMS ELECTRICAL CONTRACTOR. BE LIMITED TO: EXPANSION VALVE WITH EXTERNAL EQUALIZER AND RAPID BLEED THROUGH CAPACITY. CALCULATION OF HEATING AND COOLING LOADS. B. NEMA ENCLOSURE, WEATHERPROOF WHERE MOUNTED FEATURES SHALL INCLUDE FILTER DRYER, SIGHT GLASS, DESIGN LOADS SHALL BE DETERMINED IN ACCORDANCE WITH THE PROCEDURES OUTDOORS. PRESSURE FITTINGS AND HIGH PRESSURE/LOW PRESSURE DESCRIBED IN THE ASHRAE./ACCA 183. HEATING AND COOLING LOADS SHALL BE ARCHITECTURE ENGINEERING CONSULTING P,C. SAFETY CUTOUTS. ADJUSTED TO ACCOUNT FOR LOAD REDUCTIONS THAT ARE ACHIEVED WHEN ENERGY 330 C. WITH OVERLOAD PROTECTION. COORDINATE ALL MOTOR RECOVERY SYSTEMS ARE UTILIZED IN THE HVAC SYSTEM IN ACCORDANCE WITH THE CONTROLLER TYPES AND SIZES WITH MOTOR TYPES AND SIZES. 10) A LOW AMBIENT INLET DAMPER SHALL BE PROVIDED FOR ASHRAE HVAC SYSTEMS AND EQUIPMENT HANDBOOK. ALTERNATIVELY, DESIGN LOADS WEST 38 STREET, NEW YORK, NY 100188 THE CONDENSER SECTION TO ALLOW OPERATION SHALL BE DETERMINED BY AN APPROVED EQUIVALENT COMPUTATION PROCEDURE, USING D. 1/3 HP AND SMALLER: PROVIDE MANUAL STARTER EXCEPT USE TO 0 DEGREES F MINIMUM AIR TEMPERATURE. THE DESIGN PARAMETERS SPECIFIED IN CHAPTER 3 OF NYCECC. TEL: 212 380 3439 6114 FAX: 212 918 MAGNETIC TYPE WHERE AUTOMATICALLY CONTROLLED, THE DAMPER SHALL INCLUDE AN ACTUATOR THAT IS EMAI CONTROLLED DIRECTLY BY THE CONDENSED LIQUID LINE EQUIPMENT AND SYSTEM SIZING. L: INFO@NODENYC.COM OM MANUAL TYPE: 2-POLE TOGGLE SWITCH WITH OVERLOAD PRESSURE. THE DAMPER SHALL BE FIELD MOUNTED WITH HEATING AND COOLING EQUIPMENT AND SYSTEMS CAPACITY SHALL NOT EXCEED THE WVWW.NODEAEC.COM E PROTECTION AND PILOT LIGHT. ALL CONTROL PIPING FURNISHED BY NE INSTALLER. 1) LOADS CALCULATED IN ACCORDANCE WITH SECTION 503.2.1 A SINGLE PIECE OF E. 1/2 HP AND LARGER: PROVIDE MAGNETIC STARTER: 11) A REMOTE WALL MOUNTED 7-DAY PROGRAMMABLE EQUIPMENT PROVIDING BOTH HEATING AND COOLING MUST SATISFY THIS PROVISION FOR CONSULTANTS: HEAT/COOL THERMOSTAT WITH DIGITAL DISPLAY SHALL ONE FUNCTION WITH THE CAPACITY FOR THE OTHER FUNCTION AS SMALL AS POSSIBLE, 1) COMBINATION UNFUSED DISCONNECT SWITCH AND BE FACTORY PROVIDED FOR FIELD INSTALLATION. WITHIN AVAILABLE EQUIPMENT OPTIONS. MAGNETIC STARTER EXCEPT AS NOTED. THE THERMOSTAT SHALL INCLUDE FAN ZUTO-ON, HVAC EQUIPMENT PERFORMANCE REQUIREMENTS. COOL-OFF-HEAT, SET AND PROG/MANUAL SELECTOR EQUIPMENT SHALL MEET THE MINIMUM EFFICIENCY REQUIREMENTS 2) OVERLOAD PROTECTION IN EACH PHASE LEG WITH RESET SWITCHES. IN ENCLOSURE. 12) THE STEAM COIL SHALL BE A FACTORY INSTALLED WITH UNITARY AND APPLIED HEAT PUMPS, ELECTRICALLY OPERATED, 3) HOA SELECTOR SWITCH FOR AUTOMATICALLY OPERATED ALL REQUIRED APPURTENANCES. EQUIPMENT TYPE SIZE CATEGORY SUBCATEGORY MOTORS. OR RATING CONDITION MINIMUM EFFICIACY TEST PROCEDURE SAFETY CONTROLS COMMON TO BOTH CONTROLS. 20. AUTOMATIC CONTROLS - GENERAL REQUIREMENTS AIR COOLED 14" = I'-0" 4) RED, GREEN AND AMBER PILOT LIGHTS. (COOLING MODE) <65,000 BTU/H SPLIT SYSTEM 13.00 SEER AHRI 210/240 A. FURNISH AND INSTALL A COMPLETE ELECTRIC OR ELECTRONIC AIR COOLED DRAWN BY: NODE P.C. 5) SWITCHES: HORSE-POWER-RATED, EXTERNAL PADLOCKING CONTROL SYSTEM TO PROVIDE TEMPERATURE CONTROL AS TYPE. SPECIFIED UNDER DESCRIPTION OF OPERATION. (HEATING MODE <65,000 BTU/H SPLIT SYSTEM 7.7 HSPF AHRI 210/240 CHECKED BY: NODE P.C. 6) HOLDING COILS: 10 WATT, 120 VOLT. B. WORK SHALL INCLUDE ALL WIRING, CONTROL EQUIPMENT, AND HVAC SYSTEM CONTROLS. NODE STAMP & SIGNATURE ACCESSORIES NECESSARY TO MAKE THIS SYSTEM COMPLETE. EACH HEATING AND COOLING SYSTEM SHALL BE PROVIDED WITH THERMOSTATIC 7) CONTACTS: MA114 LINE AND MINIMUM (2) - NORMALLY ALL WIRING SHALL BE 24 VOLT. COORDINATE WITH OPEN, (2) - NORMALLY CLOSED 10 AMP AUXILIARIES, IN MANUFACTURER FOR INTERCONNECTION WITH CONTROLS CONTROLS. ADDITION TO CONTACTS REQUIRED FOR CONTROLS INCLUDED IN EQUIPMENT. ALL CONTROL WORK SHALL BE THE SUPPLY OF HEATING AND COOLING ENERGY EACH ZONE SHALL BE CONTROLLED SPECIFIED. INSTALLED BY HVAC CONTRACTOR. BY INDIVIDUAL THERMOSTATIC CONTROLS CAPABLLEE OF RESPONDING TO TEMPERATURE WITHIN THE ZONE. ' 8) CONTROL TRANSFORMER: FOR MOTORS OVER 120 VOLTS, C. ACCEPTABLE MANUFACTURERS: HEAT PUMPS HAVING SUPPLEMENTARY ELECTRIC RESISTANCE HEATSHALL HAVE CONTROLS THAT, EXCEPT DURING DEFROST, PREVENT SUPPLEMENTARY TO STEP DOWN CONTROL VOLTAGE TO 120 VOLTS; OF HEAT OPERATION WHEN THE HEAT PUMP CAN MEET THE HEATING LOAD. THE REQUIRED CAPACITY WITH FUSE AND GROUND 1) JOHNSON SERVICE CO. CONNECTION ON VOLTAGE SIDE. WHERE USED TO CONTROL BOTH HEATING AND COOLING, ZONE THERMOSTATIC D 9) FUSES: SIMILAR TO BUSSMAN. 2) HONEYWELL, INC. CONTROLS SHALL PROVIDE A TEMPERATURE RANGE OR DEADBAND OF AT LEAST 5°F �';' '°Ar;°'' (2.8°C) WITHIN WHICH THE SUPPLY OF HEATING AND COOLING ENERGY TO THE ZONE \ f`" 1 `' = j 10) RELAYS: TO SUPPLEMENT AUXILIARY CONTACTS IN D. OPERATION OF TYPICAL CONTROL SAFETY DEVICES. IS CAPABLE OF BEING SHUT OFF OR REDUCED TO A MINIMUM EXCEPTION: THERMOSTATS REQUIRING MANUAL CHANGEOVER BETWEEN HEATING CONTROLLER. AND COOLING MODES. OWNER: MINIMUM 10 WATT COIL AND TWO 10 AMP CONTACTS. 1) HOA SUPPLY FAN SWITCHES: SAFETY DEVICES SHALL BE INTERLOCKED WITH "HAND" AND "AUTOMATIC" POSITIONS OFF-HOUR CONTROLS. EACH ZONE SHALL BE PROVIDED WITH THERMOSTATIC SETBACK AB I D I N KAN D I C 11) TERMINALS: SUITABLE FOR CONDUCTORS NOTED AND AS IN SERIES WITH MOTOR CONTROLLER HOLDING COIL CONTROLS THAT ARE CONTROLLED BY EITHER AN AUTOMATIC TIME CLOCK OR APPROVED. CIRCUIT. INTERLOCKING WITH OTHER FANS AND PROGRAMMABLE CONTROL SYSTEM. EQUIPMENT OF SYSTEM SHALL BE THROUGH F. ACCEPTABLE MANUFACTURERS: "AUTOMATIC" POSITION ONLY. "HAND" POSITION SHALL BE THERMOSTATIC SETBACK CONTROLS SHALL HAVE THE CAPABILITY TO SET BACK OR FOR MAINTENANCE ONLY. TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55°F I) CUTLER-HAMMER. 2) EXHAUST FANS, SUCH AS GENERAL OR TOILET OR UP TO 85°F. 2) SQUARE D. (OPERATING INDEPENDENTLY): ALL SAFETY DEVICES SHUTOFF DAMPER CONTROLS. SHALL BE INTERLOCKED WITH "HAND" AND "AUTOMATIC" BOTH OUTDOOR AIR SUPPLY AND EXHAUST DUCTS SHALL BE EQUIPPED WITH MOTORIZED 3) ALLEN BRADLEY. POSITIONS IN SERIES WITH MOTOR CONTROLLER HOLDING DAMPERS THAT WILL AUTOMATICALLY SHUT WHEN THE SYSTEMS OR SPACES SERVED ARE COIL CIRCUIT. REMOTE STARTING SHALL BE THROUGH NOT IN USE. "AUTOMATIC" POSITION ONLY. "HAND" POSITION SHALL BE REVISIONS/ISSUES SCHEDULE 18. SMOKE DETECTORS FOR MAINTENANCE OPERATION ONLY. VENTILATION. NO# DATE DESCRIPTION A. THE ELECTRICAL CONTRACTOR SHALL SUPPLY DUCT MOUNTED 3) SAFETY DEVICES FOR ALL SYSTEMS, EXCEPT AS VENTILATION, EITHER NATURAL OR MECHANICAL, SHALL BE PROVIDED IN ACCORDANCE IONIZATION-TYPE SMOKE DETECTORS AND PROVIDE ALL WIRING. OTHERWISE NOTED BELOW: WITH CHAPTER 4 OF THE MECHANICAL CODE OF NEW YORK STATE OR, IN NEW YORK CITY, THE NEW B. THE SUPPLY FAN AND ALL ASSOCIATED EQUIPMENT SHALL STOP A. ONE FREEZE PROTECTION THERMOSTAT PER COIL YORK CITY CONSTRUCTION CODES. WHERE MECHANICAL VENTILATION IS PROVIDED, THE AND ALL DAMPERS SHALL RETURN TO THEIR "NORMAL" SECTION, WIRED TO STOP SUPPLY FAN. SYSTEM SHALL PROVIDE THE CAPABILITY TO REDUCE THE OUTDOOR AIR SUPPLY TO THE POSITIONS IF PRODUCTS OF COMBUSTION ARE DETECTED. RESET THERMOSTAT SHALL BE AUTOMATIC RESET TYPE. MINIMUM REQUIRED BY CHAPTER 4 OF THE MECHANICAL CODE OF NEW YORK STATE OR, FOR THE SMOKE DETECTOR SHALL BE AT THE FIRE ALARM IN NEW YORK CITY. THE NEW YORK CITY CONSTRUCTION CODES PANEL (OR FIRE COMMAND STATION). B. FOR SYSTEMS OVER 2,000 CFM, A DUCT MOUNTED PIPING INSULATION. SMOKE DETECTOR OF THE IONIZATION TYPE ALL PIPING SERVING AS PART OF A HEATING OR COOLING SYSTEM SHALL BE THERMALLY C. THIS CONTRACTOR SHALL ASSIST THE ELECTRICAL CONTRACTOR LOCATED IN THE SUPPLY DUCT SHALL STOP THE INSULATED; C IN TESTING THE DUCT-IMOUNTED SMOKE DETECTION SYSTEM. SUPPLY FAN AND ASSOCIATED INTERLOCKED EQUIPMENT SHOULD PRODUCTS OF COMBUSTION MINIMUM PIPE INSULATION(THICKNESS IN INCHES) BE SENSED. 19. EQUIPMENT FLUID NOMINAL PIPE DIAMETER C. LOW STATIC PRESSURE LIMIT SWITCHES WITH < OR = THAN I .5" > OR = THAN I .5" A. SPLIT SYSTEM A/C UNIT: MANUAL RESET SHALL STOP ASSOCIATED SUPPLY HOT WATER 1.5 2 PROJECT ADDRESS: FANS WHEN STATIC PRESSURE AT SUPPLY FOR REFRIGERANT 1.5 1.5 57190 MAIN ROAD 1) THE CABINET AND ACCESS PANELS SHALL BE FABRICATED INLET SECTIONS FALLS TO ITS SETTING. FROM STURDY HEAVY GAUGE GALVANIZED STEEL. SOUTHOLD, NY 11971 THE PANELS SHALL BE LINED WITH 2 LB. DENSITY D. DAMPER END SWITCHES SHALL PREVENT THERMAL/ACOUSTICAL INSULATION FOR WHISPER QUIET OPERATION OF FANS UNTIL DAMPER IS FULLY HVAC SYSTEM COMPLETION. OPERATION. THE EVAPORATOR CABINET SHALL BE OPEN. PROVIDE RELAYS SO IT WILL NOT BE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, THE DESIGN PROFESSIONAL EQUIPPED WITH FULL CONDENSATE PAN CONSTRUCTED NECESSARY TO HOLD START BUTTON UNTIL SHALL PROVIDE EVIDENCE OF SYSTEM COMPLETION OF STAINLESS STEEL. LARGE REMOVABLE SIDE PANELS DAMPER IS FULLY OPEN. PROVIDE DAMPER END MANUALS. SHALL PROVIDE EASE OF INSTALLATION, SERVICE AND SWITCHES ON ALL AUTOMATIC DAMPERS. THE CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT AN OPERATING AND MAINTENANCE ON THE SYSTEM. E. SEQUENCE: MAINTENANCE MANUAL BE PROVIDED TO THE BUILDING OWNER BY THE MECHANICAL 2) BLOWERS SHALL_ BE BELT DRIVEN DOUBLE INLET, CONTRACTOR. THE MANUAL SHALL INCLUDE, AT LEAST, THE FOLLOWMG: DYNAMICALLY BALANCED WITH MULTIPLE FORWARD 1) CONSTANT VOLUME SYSTEM: I. EQUIPMENT CAPACITY (INPUT AND OUTPUT) AND REQUIRED MAINTENANCE ACTIONS. CURVED BLADES MOUNTED ON A SOLID STEEL KEYED 2. EQUIPMENT OPERATION AND MAINTENANCE MANUALS. SHAFT. A HEAVY DUTY V-BELT FAN DRIVE WITH A. FAN OFF: THROUGH TIME CLOCKS 3. HVAC SYSTEM CONTROL MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING ADJUSTABLE CAST IRON PULLEYS KEYED AND SECURED SUPPLY FANS TO SHUT OFF. WIRING DIAGRAMS, SCHEMATICS, AND CONTROL SEQUENCE DESCRIPTIONS. DESIRED OR TO THE BLOWER SHAFT SHALL BE PROVIDED FOR OUTSIDE AIR DAMPER TO CLOSE. FIELD-DETERMINED SET POINTS SHALL BE PERMANENTLY RECORDED ON CONTROL ADJUSTING FAN SPEED TO SYSTEM REQUIREMENTS. COOLING COIL VALVES TO CLOSE. DRAWINGS, AT CONTROL DEVICES OR, FOR DIGITAL CONTROL SYSTEMS, IN PROGRAMMING COMMENTS. 3) ALL FAN MOTORS SHALL BE PERMANENTLY MOUNTED, B. FAN ON (SUMMER): THROUGH TIME 4. A COMPLETE WRITTEN NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE. 1750 OR 3450 RIPM, WITH OVERLOAD PROTECTION. CLOCKS FAN START CIRCUITS ARE PROJECT SCOPE: MOTORS SHALL BE PERMANENTLY LUBRICATED BALL ENERGIZED AND OUTSIDE AIR BEARINGS AND BE RESILIENTLY MOUNTED TO AN DAMPERS TO OPEN. AFTER DAMPERS SINGLE FAMILY ADJUSTABLE OE BE ARE IRON, KEYED, WITH VARIABLE PITCH DESIGN TOSHALLSTARTSUPPLY FANS. CASTHOME B AND LLOSW FOR TAT C IELD ADJUSTABLE OF SPECIFIC AIRFLOW (I) REMOTE ROOM RESETTABLE HEATING AND COOLING LOAD THERMOSTAT TO MODULATE CALCULATIONS (ASHRAE/ACCA) 4) THE SYSTEM SHALL BE PROVIDED WITH 2 EXTENDED COOLING COIL CONTROL SURFACE PLEATED DISPOSABLE TYPE FILTERS RATED FOR VALVES TO MAINTAIN SET A 40% AVERAGE DUST-SPOT EFFICIENCY. THE FILTERS POINT. BUILDING NAME: NEW 2 STORY SIGNEL FMAILY DWELLING SHALL BE REMOVABLE WITHOUT SHUTTING DOWN THE > SYSTEM. C. FAN ON (WINTER): THROUGH TIME CLOCKS FAN START CIRCUITS ARE ADDRESS: 57190 MAIN ROAD SOUTHOLD, NY 11971 0 5) THE SYSTEM SHALL BE PROVIDED WITH A FACTORY ENERGIZED AND OUTSIDE AIR J INSTALLED MA114 ELECTRICAL ENCLOSURE PER NEC CODE DAMPERS TO OPEN. AFTER DAMPERS CLIMATE ZONE: 4A CD REQUIREMENTS. A LOW VOLTAGE TRANSFORMER WITH ARE OPEN, DAMPER END SWITCHES INTEGRAL PROTECTION SHALL BE PROVIDED TO SUPPLY SHALL START SUPPLY FANS. 0 24 VAC TO THE CONTROL CIRCUIT. THE 24 VOLT DESIGN CONDITIONS: COOLING HEATING CONTROL CIRCUIT TERMINAL STRIPS SHALL BE CLEARLY (1) REMOTE ROOM RESETTABLE o LAVELED FOR THERMOSTAT WIRING AND INTERLOCK. THERMOSTAT TO ACTIVATE WEATHER DATA USED 95°F 13°F o THE FAN MOTOR, COMPRESSOR AND ELECTRIC HEATER ELECTRIC COIL HEATER TO SHALL EACH HAVE THEIR OWN CONTACTOR. A FLOAT MAINTAIN SETPOINT. INDOOR DRY BULB DESIGN TEMPERATURE 74°F 70°F DRAWING TITLE: u SWITCH HALL E PROVIDED IN THE EVAPORATOR SECTIONS STO SEiNSE A CLOGGED CONDENSATE DRAIN INDOOR DESIGN RELATIVE HUMIDITY 46% 46% MECHANICAL NOTES N AND SHALL SHUT THE UNIT DOWN TO PREVENT WATER AND SPECIFICATION o DAMAGE. LOAD CALCULATION METHODS: D__ J 6) SPLIT SYSTEMS SHALL REQUIRE SEPARATE MAIN POWER o SUPPLIES TO THE EVAPORATOR AND CONDENSING UNIT - RTS = SECTIONS. THE EVAPORATOR AND CONDENSING UNIT :D SECTIONS SHALL BE ELECTRONICALLY INTERLOCKED BY o A FIELD WIRED 24 VOLT CONTROL SIGNAL. 0 0 7) THE EVAPORATOR COIL SHALL BE QUALITY = CONSTRUCTION OF SEAMLESS DRAWN RIFLED COPPER TUBE, MECHANICALLY BONDED TO TEMPERED ALUMINUM N A FINS WITH GALVANIZED COIL END PLATES. THE COIL a SHALL BE FACTORY PRESSURE TESTED AND THE o REFRIGERATION SYSTEM SEALED PRIOR TO SHIPMENT. A STAINLESS STEEL DRAIN PAN SHALL BE PROVIDED TO PROJECT# o COVER THE ENTIRE COIL AREA. r N DRAWING# REVISION# Lu 8) EACH COMPRESSOR SHALL BE COMPLETE WITH -OO2 2O oP 32 o REVERSIBLE POSITIVE OIL PUMP, CHARGING AND SERVICE M PORTS, INTERNAL SPRING ISOLATION, AND DISCHARGE BSCAN STICKER o GAS VIBRATION ELIMINATOR. cn cn W U I 2 3 4 5 6 i 2 3 4 5 6 GENERAL SHEET NOTES o _ I. ALL DUCTWORK TO BE INTERNALLY INSULATED '�►..✓ 2. PROVIDE CODE OPERATED DAMPERS (COD) FOR ALL OUTLETS ARCHITECTURE ENGINEERING CONSULTING P.C, 3. PROVIDE FIRE DAMPERS/ACCESS DOOR (FD/AD) AT ALL RATED 330 WEST 38 STREET,#309 PENETRATIONS NEW YORK, NY 10018 TEL: 212 380 6114 4. REFRIGERANT UNITS TO SWITCHED FROM ONE UNIT TO ANOTHER TO FAX: 212 918 3439 CONNECT PROPER CONDENSER MODEL TO AIR HANDLER MODEL ON EMAIL: INFO@NODENYC.COM EACH RESPECTIVE FLOOR �.NODEAEC.COM E SYMBOLS LEGEND CONSULTANTS: oxo DUCT, "DxD" INDICATES DIMENSIONS KX-A RETURN/EXHAUST GRILLE CEILING MOUNTED 771 OR TX-A - KX-A - KITCHEN EXHAUST A V Cl - TX-A - TOILET EXHAUST A - "V" INDICATES AIR FLOW PER MINUTE -EF - EXHAUST FAN -SF - SUPPLY FAN _,COD CODE OPERATED DAMPER SCALE: 1/4" = 1'-0" —FD/AD FIRE DAMPER/ACCESS DOOR DRAWN BY: NODE P.C. ---� MOTORIZED DAMPER AT OUTSIDE AIR INTAKE ® CHECKED BY: NODE P.C. CONDENSATE PUMP NODE STAMP & SIGNATURE T PROGRAMMABLE THERMOSTAT — TWO (2) 3" DIAM. EXHAUST TUBES MECHANICAL LEGEND FROM WALL ABOVE AND IN CEILING TO CEILING EXHAUST GRILLE. TYP. 25 SUPPLY AIR, CFM -- - - - - -- 25R RETURN AIR, CFM -- - -1--- -- --- -ir-T -' ----;- ---1--I-- j,- --I-- --1-- -- -r--1 --Ti -I- - -�--� - 25V VENTILATION AlAIR CFM \ D - — ( _—_— 25E EXHAUST AIR, CFM kyr OWNER: AC-1.I 1 - - ',ZOE � 25E OCU-I �' � ABIDIN KANDIC �— O n - LOC TE VRF CONDENSER UNIT ON MIN. 3 REINFORCED 6 wl _- _ - _ T___-. r_ ��I--- CONCRETE PAD W/ CHAMFERRED EDGES; PROVIDE I _ � . NEOPRENE VIBRATION INSULATION MOUNTS; KINETICS 0 ` MODEL RD OR APPROVED EQUAL.* 12x24" ALUMINUM RETURN _ r - ; GRILLE IN WALL; CONNECT TO I 125 RETURN--PLENUM.-TITUS-355FS OR APPROVED EQUAL. o j _ \ INSTALL A/C REFRIGERANT DISTRIBUTIION BOX ON REVISIONS/ISSUES SCHEDULE X i; `\ WALL; FIELD VERIFY COMPLIANCE WITH MFGR * NO DATE DESCRIPTION RESTRICTIONS ON REFRIGERANT PIPING LENGTHS. 7 ! I -- - - DIAM. ii \ I , � I � BRADFORD GAS WATER HEATER* DIAM. \.( C j I \ CONTRACTOR TO PROVIDE LOCATION FOR INSTALLATION 3-WAY 125 ZO 3-WAY 125 ZOzz 3-WAY 125 !' �, PROJECT ADDRESS: 25v 20v 57190 MAIN ROAD j --- - - - -- - -- _=- =- -- - --- _ -_ --- - -- P SOUTHOLD, NY 11971 - Two (2) 3" DIAM. SUPPLY TUBES- \, FROM WALL ABOVE AND IN CELING TO CEILING EXHAUST GRILLE. TYP. \ \ I i I - PROJECT SCOPE: SINGLE FAMILY HOME B Fr- J F-11� \\ T C> 0 N i U-1 O \, U \\ DRAWING TITLE: IST FL MECHANICAL J I W 0 PLAN o \ o \ 0 \0 cn \ \ 0 o \ \ ; A \ o \ J V O PROJECT# EL W IST FI_ MECHANICAL PLAN DRAWING# REVISION# Z M-101 21 OF 32 BSCAN STICKER o �F N I W N U I 2 3 I 4 5 6 I 2 3 4 5 6 TWO(2) 3" DIAM. EXHAUST TUBES FROM GENERAL SHEET NOTES 0 - ABOVE IN WALL; SEE IST FLOOR PLAN FOR I. ALL DUCTWORK TO BE INTERNALLY INSULATED a.,,,/ CONT. TYP. 2. PROVIDE CODE OPERATED DAMPERS (COD) FOR ALL OUTLETS ARCHITECTURE ENGINEERING CONSULTING P.C. - -- - - - 7 1- T - - , -I, -=T 3. PROVIDE FIRE DAMPERS/ACCESS DOOR (FD/AD) AT ALL RATED 330 WEST 38 STREET,#309 = j II - – PENETRATIONS NEW YORK, NY 10018 -=- - TEL: 212 380 6114 4. REFRIGERANT UNITS TO SWITCHED FROM ONE UNIT TO ANOTHER TO FAX: 212 918 3439 CONNECT PROPER CONDENSER MODEL TO AIR HANDLER MODEL ON EMAIL: INFO@NODENYC.COM I EACH RESPECTIVE FLOOR I E ' �- 11 � — - — VVWW.NODEAEC.COM — — 5. ALL AC UNIT IN APT SHELL BE CONTROL 1 -_I - ..i WITH 7 DAY PROGRAMMABLE THERMOSTAT 50 CONSULTANTS: I. = y I100 ® -Q- SYMBOLS LEGEND - r 30OR 200R I --- Q DxD DUCT, "DxD" INDICATES DIMENSIONS I � L_- 15V ; — — O I 1 , ` — — L � � _ O — -� , _ - ----- -- 20 E l _ - - -- Z _ ) KX-A l I _ I ' � r Z /' I I 1 I _ OR RETURN/EXHAUST GRILLE CEILING MOUNTED - -- Z ®® f—T �TX-A - KX-A - KITCHEN EXHAUST A SCALE: I/4" I I V CFM -- - - TX-A - TOILET EXHAUST A .I 15E I I I - "V" INDICATES AIR FLOW PER MINUTE 0 ®® _EF _ EXHAUST FAN DRAWN BY: NODE P.C. -SF SUPPLY FAN I CODE OPERATED DAMPER 20V DO - � --J COD CHECKED BY: NODE P.C. FD/AD FIRE DAMPER/ACCESS DOOR NODE STAMP & SIGNATURE I00 100 150 ---0 MOTORIZED DAMPER AT OUTSIDE AIR INTAKE / oz oz ®® Z Z ®® ® CONDENSATE PUMP 20E 20E 20V 20V T PROGRAMMABLE_ Q AMMABLE THERMOSTAT I li ,. SHEET KEYNOTES : I r �cq r SUPPLY AIR RUNOUT DOWN TO SUPPLY DIFFUSER D US R IN CEILING OF 2ND FLOOR 2 RETURN AIR RUNOUT DOWN TO RETURN GRILLE IN CEILING OF 2ND FLOOR ' - �- 3 5"O VENTILATION AIR SUPPLY RUNOUT DOWN TO Y-FITTING SPLIT IN - p CEILING OF 2ND FLOOR AND TWO (2) 3"0 TUBES TO CEILING SUPPLY I GRILLE ON 2ND LOO I N KAND I C : 1 - FLOOR. i -I --------- j -- - - - � .t.. ABIDIN Tt i - - ' _ r r- I 4 5"0 VENTILATION AIR SUPPLY RUNOUT DOWN TO Y-FITTING SPLIT IN ---- - - -- - ---- 0 (2) 3"0 T UBES IN WALL TO CEILING 0 AND TWO SUPPLY GRILLE ON IST FLOOR. TWO (2) 3" DIAM. SUPPLY TUBES FROM ABOVE t 5 5"0 EXHAUST AIR RUNOUT DOWN TO Y-FITTING SPLIT IN CEILING OF 2ND IN WALL; SEE IST FLOOR PLAN FOR CONT. TYP. FLOOR AND TWO (2) 3"0 TUBES TO CEILING EXHAUST GRILLE ON 2ND FLOOR. 6 5"0 EXHAUST AIR RUNOUT DOWN TO Y-FITTING SPLIT IN CEILING OF 2ND REVISIONS/ISSUES SCHEDULE ` \\ FLOOR AND TWO (2) 3"0 TUBES IN WALL TO CEILING SUPPLY GRILLE ON NO# DATE DESCRIPTION IST FLOOR. LEGEND 2ND FLOOR MECHANICAL PLAN `,`�,f 12x8" TRANSFER GRILLE D CENTERED IN DOOR C 3"0 HDPE TUBE TO ZEHNDER CLD 75 REGISTER BOX Z W/ AIRFLOW REGULATOR AND GRILLE (WHITE). MOUNT TWO (2) GRILLES SIDE-BY-SIDE; BALANCE PROJECT ADDRESS: INSULATE ALL DUCTWORK IN ATTIC W/3" ONE HALF OF INDICATED AIR FLOW EACH. 57190 MAIN ROAD PREMOLDED FIBERGLASS W/ VAPOR BARRIER. T THERMOSTAT ON WALL ONLY HARD DUCT ALLOWED IN ATTIC. SOUTHOLD, NY 11971 DUCTWORK SHOWN DIAGRAMMATICALLY FOR 8"0 EXHAUST AIR DUCT. PROVIDE CLARITY. DUCTWORK & EQUIPMENT SHALL NOT MOTOR OPERATED DAMPER AT BLOCK OR OBSTRUCT ATTIC ACCESS IN ANY WAY. BUILDING ENVELOPE PENETRATION; INTERLOCK W/ ERV-1 CONTROLS. - -- - - - _... _..e....r..m...., .._. .. ... _. _... PROJECT SCOPE: �E I, B I _ HOME 9110 8 QS i Or—v 2 0 WALLCAP 12x12 0 __a a O 110 --�- I--------- - I l _ 80 > ) ' 1 Q8110 - - -.. ERV-I 011 I O I 3 - , � O 10X8„ W 8x8"--\ DRAWING TITLE: — — 2ND FL AND ATTIC U O O OXO" Inn( O ,' 0 � !U i I 0 n0 — < 6�'� Q O Q f— --fl MECHANICAL PLANS 0 0 0 J 0 - - - - o - 8"QS OUTSIDE AIR INTAKE DUCT UP ..Tp. I ROOF CAP. 'PROVIDE MOTOR OPERATED DAMPER AT I A II BUILDING :ENVELOPE PENETRATION; INTERLOCK I 1 W/ ERV-1 CONTROLS. Q , U g i O IL t 1 ( - PROJECT# F I r;� t W I r DRAWING# REVISION# Z --- M-102 22 OF 32 0 BSCAN STICKER / ATTIC NIECHANICAL PLAN W cn 1/4.. _ 1._p.. U I 2 3 4 5 6 i 2 3 4 5 6 0 - BUILDING DEPARTMENT PLUMBING NOTES \ 140'-31/2" ALL PLUMBING WORK SHALL MEET THE REQUIREMENTS OF THE 2015 INTERNATIONAL PLUMBING CODE 75'-6 1/4" ARCHITECTURE ENGINEERING CONSULTING P.0 330 WEST 38 STREET,#309 I. PROTECTION OF PIPING AS OUTLINED IN SECTION PC 305 SHALL BE PROVIDED AS NEW YORK, NY 10018 REQUIRED. - 2. ALL PIPING AND MATERIALS SHALL BE AS DIRECTED IN SECTIONS PC 303 & • � \\ PROPERTY 140.29' N 75° 43'20" E -- - _ TEL: 212 380 6114 23,-31 FAX: 12 918 3439 PC 702. `�� \\, _ EMAIL: INFO@NODENYC.COM 3. PIPING JOINTS AND CONNECTIONS SHALL BE AS APPROVED IN SECTIONS PC \ VV�MN.NODEAEC.COM E 605 & PC 705. •�� \ \ PROPOSED % • \ WATER SERVICE ; __ , .EZ �° ----- ---------- 4. CONSTRUCTION, QUANTITIES, DEVICES, FIXTURES, FAUCETS, VALVES AND FACILITIES �l �1 �------�----{�-Y.0---------- ` � CONSULTANTS: FOR THE DISABLED SHALL BE AS OUTLINED IN CHAPTER 4, ' V % I 1 5. TRAPS SHALL BE AS PER SECTION PC 1002. 6. CONSTRUCTION AND SPACING OF HANGERS AND SUPPORTS SHALL BE AS •SCS o } I j DIRECTED IN SECTION PC 308. 7. , VALVES, TESTS SHALL BE AS DIRECTED IN CHAPTER N c Z WATER SUPPLY SYSTEMI 6. VALVES SHALL 13E PROVIDED AT RISERS AND ELSEWHERE AS PER SECTION PC 606. 7° 8. SANITARY DRAINAGE PIPING, SIZING, GRADING AND OFFSETS SHALL BE AS ` \\ j I PROPOSED 1 �� N SCALE: AS INDICATED OUTLINED IN CHAPTER 7. DRIVEWAY 9. VENT SIZING, GRADING, CONNECTIONS, LOCATIONS AND OFFSETS SHALL BE AS � 1 I ASO DRAWN BY: NODE P.C. DIRECTED IN CHAPTER 9. 10. STORM DRAINAGE PIPING AND SIZING 'SHALL BE IN ACCORDANCE WITH. CHAPTER //Oo y I y'o I ; CHECKED BY: NODE P.C. 11. STORM WATER MANAGEMENT UTILIZING CONTROLLED FLOW. DRAINAGE SHALL `36- \ L BE AS PER CHAPTER II. �o" \ 1011 O NODE STAMP 8. SIGNATURE \ SNORTH - - - - - - - - - - - - - - - - ` •o. - NORTH SETBACK LINE II. SPECIAL AND MISCELLANEOUS PIPING SHALL BE AS DIRECTED IN CHAPTER 8. 12. INDIRECT WASTE PIPING SHALL BE AS DIRECTED IN CHAPTER 8. • \\ o `��\ \ I __ r r_Ir r r_ r:r. r rs Y7 \ o / ";�U`�' 13. GAS PIPING INSTALLATION, MATERIAL AND SIZES SHALL ADHERE TO 2015 INTERNATIONAL GAS V� ' CODE, SECTION FGC 404. =NEW r2 STORY r. r \\ i p T \ I` SINGLE FAMILY DWELLING _T T ' `' I I 14. ALL PLUMBING FIXTURES SHALL BE AS DIRECTED IN CHAPTER 4. • I \ r r, I r t: zr ' r 7 r r r - 15. ALL PLUMBING DRAINAGE PIPING, INCLUDING ANY EQUIPMENT CONNECTED ` I \` sYIST FL. EL. 25' � A THERETO SHALL BE SEISMICALLY RESTRAINED AS PER BC 1621 AND ASCE \ I zr r r r r r r r r r r r z r r zv. / D 7-2002 SECTION 9,6. `P ` I \ _ Viz- 3 °�' .,03710 r, \ r- z zr \" o0 .t*�.,°fR`. :.j 16. CLEAN OUTS FOR SANITARY AND STORM DRAINAGE SHALL BE AS PER • 68'-6"' Ll t .0 SECTION PC 708. . \ y o \\ T zit 3-7-1-7- �5 z , z z. ? z _ _ z rz- z- 17. TESTING AND PURGING OF GAS PIPING PRIOR TO OPERATIONS SHALL \ \ # _ z S�pE�PRp OWNER: CONFORM TO FGC .406. ` \ \\ Sz=T _ I N K AN D I C �r � rrr� - r LLz ��� zz� ABID -r z 18. WATER HEATER FLUE SHALL COMPLY WITH CHAPTER 8 OF THE 2015 INTERNATIONAL GAS CODE SECTION FGC; 503. • \�� I � 19. WATER HEATER SHALL BE TESTED IN ACCORDANCE WITH ANSI 21.10.1 AND ANSI 21.10.3 AND SHALL MEET THE REQUIREMENT OF SECTIONS FGC 624. \ �� ----- y s 20. GAS FIRED WATER HEATER SHALL BE DESIGNED AND INSTALLED AS PER • Cn \�� PROPOSED PATIO SECTION PC 502. • �� 1 \\r� 21. GAS PIPING INSTALLATION, MATERIAL AND SIZES SHALL ADHERE TO ` A \\camEll 11:11 uF SECTION FGC 401 THROUGH FGC 404, 22. PIPING JOINTS FOR GAS DISTRIBUTION PIPING SHALL BE DONE PER • j � 0 REVISIONS/ISSUES SCHEDULE AUTHORITY'S SPECIFICATION #15416. ALL WELDED GAS PIPES SHALL BE • 1 '� RADIOGRAPHED. THE RADIOGRAPHY AND ACCEPTANCE SHALL ADHERE 1 \ l N O h� NO# DATE DESCRIPTION TO FGC 107. ` � � \\ 7_ 0Q o 23. ALL PLUMING WORK SHALL BE DONE BY OR UNDER THE DIRECT 7 , p" I \ Yt SUPERVISION OF A LICENSED MASTER PLUMBER AS PER SECTION 28-408 OF THE 2008 NYC BUILDING CODE. \ FRO I \ 4 \ 1 - GAS PIPING INSTALLATION NOTES I. ALL PIPING SHALL BE 'SCHEDULE 40 BLACK • N C STEEL WITH 125 LBS.CAST IRON SCREWED FITTINGS. ` �� \\ \\ ���' s� 2. PROVIDE SHUT-OFF GAS COCKS IN GAS SERVICE PIPING AT CONNECTIONS TO EXISTING MAIN. • \ \ c,\ 3. ALL GAS PIPING SHALT_ BE SUPPORTED FROM BUILDING ` \ \\ rn, PROJECT ADDRESS: STRUCTURE IN AN APPROVED MANNER. \ y'D \ ` \ - 57190 MAIN ROAD 4. PROVIDE GAS COOK CONNECTION TO GAS TRAIN FOR \ �` `\ SOUTHOLD, NY 11971 EACH GAS -FIRET EQIPMET ITEM END ON RISERS AND BRANCHES WHERE INDICATED. • \ ; \ ; 5. LOCATE GAS COCKS WHERE EASILY ACCESSABLE, AND HERE THEY WILL BE PROTECTED FROM POSSIBLE DAMAGE. ` \ \\ °c° g 6. CONNECT GAS PIPING TO EACH GAS FIRED EQUIPMENT ITEM IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. • -C� \ \ --------------- -----SE��PC • \ i Q I i V • \ ` ���� PROJECT SCOPE: °. SINGLE FAMILY B \ HOME � .c os �9�-����z„ \\ PARCEL 2 1a \ 31,377 SO. FT. \ DISCTRICT: 1000 u \ • \ SECTION: 63 \ BLOCK: 4 \\ LOT: 5.3 J \ o • C. .° ca DRAWING TITLE: J ` \ •, \\ NOTES, SITE PLAN Q ` \ \ 611x, Lu c Lu J�° O J24-10112*0 • I.c H • o coA 0 J O 2 F V) PROJECT# n, I Y DRAWING# REVISION# Y ' fn Z PLUMBING SITE PLAN -00 3 OF 32 0 SCAN STICKER Q 3/32" = 1'-0" W U I 2 3 1 4 5 6 I 2 3 4 5 6 GENERAL SHEET NOTES O REVERSE OSMOSIS _ I. SERVICE WATER HEATING EQUIPMENT SHALL BE PROVIDED WITH CONTROLS TO ALLOW A SET POINT OF 110 F FOR EQUIPMENT SERVING DWELLING UNITS 2. ALL WATER HEATING EQUIPMENT SUPPLIED WITH INTEGRAL HEAT TRAPS ARCHITECTURE ENGINEERING CONSULTING P,C, 3. ALL WATER PIPING TO BE INSULATED WITH I" INSULATION HAVING 330 WEST 38 STREET,#309 CONDUCTIVITY NOT EXCEEDING 0.27 BTU PER IN/HR XFT2XF NEW YORK, NY 10018 4. ALL HOT WATER HEATERS SPECIFIED ARE GAS TEL: 212 380 6114 HOT WATER HEATERS FAX: 212 918 3439\ FILTRATION AND WATER EMAIL: INFO@NODENYC.COM E SOFTENING SYSTEM WITH 2010 E C C C TABLE 5 0 3 . 2. 8 NEW WATER SERVICE PUMP ANDEXPANSION �.NODEAEC.COM ISH_ MINIMUM PIPE INSULATION SIZE TBD BY OTHERS I"R\ CONSULTANTS: HB - - - - - - - - - —I'C- - - --- — - -- - - - - - r - - --- - NOMINAL PIPE DIAMETER i FLUID 112, CW I•CW UP - - ' i• HwR uP STEAM 1 1/2 3 2•vENT HOT WATER 1 1/2 2 .,--STACK— — — — UP _ "v OF I °- - - - -' - - - - - - - - - O CHILLED WATER, BRINE OR 1 I/2 I I/2 SCALE: I/ " - " q -1/r cw REFRIGERANT 4 - I -0 112* CW LIP ----` �- --- 3"W UP 112• HW UP DRAWN BY: NODE P.C. 0 + 1/2• HW UP �1/2• CW UP CHECKED BY: NODE P.C. NODE STAMP & SIGNATURE 2"V UP CLEAN I� "W UP / OUT TO PROPOSED ON 2•W b CLEAN SITE SEPTIC SYSTEM, "W -W "W 4"W "W ~OUT r n SEE DOH PLANS w, lot \122 GAUP \ r r,/ �• Dr,. T 2•w OWNER: ABIDIN KANDIC _- --- -_---- - - - I - -- - -- --- -, 4,W REVISIONS/ISSUES SCHEDULE NO# j DATE DESCRIPTION 3/4' CW UP 1/2• CW 3/4• CW 2"V UP ��r Cj 3"NI p P\N 2•W ° PROJECT ADDRESS: - -- - 57190 MAIN ROAD SOUTHOLD, NY 11971 PROJECT SCOPE: SINGLE FAMILY B HOME a Q �� -� o �\ N o Lu Q �\ DRAWING TITLE: ` TO IST FL PLUMBING DE � — ` DRDYWELED �-\ PLAN H Z W U I w V) 0 0 0 o A 0 J O Z H cOn PROJECT# 0 �- DRAWING* REVISION# Y Lu PL-101 24 OF 32 0 BSCAN STICKER Q n 1ST FLOOR PLUMBING PLAN o 114" = 1'-0" W N U I 2 3 I 4 5 I 6 I 2 3 4 5 6 GENERAL SHEET NOTES o _ I. SERVICE WATER HEATING EQUIPMENT SHALL BE PROVIDED WITH CONTROLS TO ALLOW A SET POINT OF 110 F FOR EQUIPMENT SERVING DWELLING UNITS 2. ALL WATER HEATING EQUIPMENT SUPPLIED WITH INTEGRAL HEAT TRAPS ARCHITECTURE ENGINEERING CONSULTING P,C, 3. ALL WATER PIPING TO BE INSULATED WITH I" INSULATION HAVING 330 WEST 38 STREET,#309 CONDUCTIVITY NOT EXCEEDING 0.27 BTU PER IN/HR XFT2XF NEW YORK, NY 10018 4. ALL HOT WATER HEATERS SPECIFIED ARE GAS TEL: 212 380 6114 HOT WATER HEATERS FAX: 212 918 3439 F�v1Al L: INFO@NODENYC.COM D. 2010 E C C C TABLE 503. 2. 8 E SPECIAL CARE MUST BE TAKEN TO INSULATE Www.NODEAEc.coM ALL PIPING RUNNING THROUGH 2ND FLOOR MINIMUM PIPE INSULATION OVERHUNG AND ON THE UNDERSIDE OF THE 2ND FLOOR TERRACE. CONSULTANTS: INSULATE ALL PIPES 2" PIPE INSULATION AND FILL VOID ARROUND THE I INSULATED PIPES WITH OPEN CELL NOMINAL PIPE DIAMETER SPRAY FOAM FLUID 1.5 9W DN I"HW DN STEAM I I/2 HWR DN 3 , 3/4" CW `.` 3/4' HWJ i 2-VENT ! HOT WATER 1 1/2 2 � Iel'—STACK UP 1 I�i II I , I I I/2 2 �� _ +_ +� CHILLED WATER BRINE OR . I I/ SCALE: I/4 I 0 REFRIGERANT i I/2 CW DN -, ,- _ �I I WI I I _ - I/2' HW DN DRAWN BY: NODE P,C. 3'W DN - - - - - - - - - - -- - - - - - - '2" 2. I V 3/4'HW DN V _ _ _ - _ _ _ _ _ _ IL _ � J I _ _ CHECKED BY: NODE P.C. — -I - �I" HW I 3/4"CW ON I �-I' CW NODE STAMP a SIGNATURE T , --_ --- — - I HWR I - - —__— \ C - 3/4' CW - 1/2" HW UP VENT 3/4' H2" �! � 1/2" CW UP - I W (BOTH UP TO STACK UP ' WASHING MACHINE 3"W I WALL BOX) 2'VENT I STACK DN 14 3"W D IV -2 -- - - I STACK DN - - - Z AHWl ' TACK UP OWNER: I/2• 2"VABIDIN KANDIC 1/2" 3�_ \ o o � 1 ,I REVISIONS/ISSUES SCHEDULE NO# DATE DESCRIPTION C PROJECT ADDRESS: 57190 MAIN ROAD n 2ND FLOOR 1/411 1 -0 - -- - ---- SOUTHOLD, NY 11971 - PROJECT SCOPE: SINGLE FAMILY HOME B LL LL O U Z O QQ 1 O I O I n O N I w DRAWING TITLE: O 2ND FLOOR Q PLUMBING PLAN Z W U I W N D O S J O S h- OA J O 2 H N PROJECT# CL F DRAWING# REVISION# PL-102 25 OF 32 z O SCAN STICKER Q Q N w N U I 1 2 3 4 5 6 i 2 3 4 5 6 GENERAL SHEET NOTES 0 _ I. SERVICE WATER HEATING EQUIPMENT SHALL BE PROVIDED WITH CONTROLS TO ALLOW A SET POINT OF 110 F FOR EQUIPMENT SERVING DWELLING UNITS 2. ALL WATER HEATING EQUIPMENT SUPPLIED WITH INTEGRAL HEAT TRAPS ARCHITECTURE ENGINEERING CONSULTING P.0 3. ALL WATER PIPING TO BE INSULATED WITH I" INSULATION HAVING 330 WEST 38 STREET,#309 CONDUCTIVITY NOT EXCEEDING 0.27 BTU PER IN/HR XFT2XF NEW YORK, NY 10018 4. ALL HOT WATER HEATERS SPECIFIED ARE GAS TEL: 212 380 6114 HOT WATER HEATERS FAX: 212 918 3439 2010 E C C C TABLE 503 . 2. 8 EMAIL: INFO@NODENYC.COM www.NODEAEC.conn E MINIMUM PIPE INSULATION CONSULTANTS: NOMINAL PIPE DIAMETER FLUID < 1.5" >_ 1.5" STEAM 1 1/2 3 HOT WATER 1 1/2 2 CHILLED WATER, BRINE OR 1 1/2 1 1/2 SCALE: AS INDICATED REFRIGERANT OO DRAWN BY: NODE P.C. ERV-1 CHECKED BY: NODE P.C. NODE STAMP & SIGNATURE AC-2.1 00ATTIC i ww TOILET SINK TUB zl TOILET SINK TUB CLOTHES WASHER zl TOILET SINK SINK TUB SHOWER OWNER: al QI ABIDIN KANDIC u i w l UI UI I O rl I I rI ( REVISIONS/ISSUES SCHEDULE 2ND FLOOR NO# j DATE I DESCRIPTION TTLJ C 3/4" 3/4" 3/4" AC-1.1 PROJECT ADDRESS: TOILET SINK I RANGE SINK DISHWASHER HOT WATER RANGE SINK TOILET SINK SHOWER SHOWER HEATER 57190 MAIN ROAD SOUTHOLD, NY 11971 CONNECT TO zl STREET GAS of = 0 O 0 0 MAIN LINE <I Z w� 0 Z 0 UI GAS FLOOR AS METER PROJECT SCOPE: SINGLE FAMILY B HOME ON-SITE 0 0 SEPTIC TANK, U d' Z O QQ I O I O I n O N I w DRAWING TITLE: O RISER DIAGRAMS J Q tY F- Z Lu U I w N O 0 J O 2 f- OAN 0 J O S f." N PROJECT# CL O DRAWING# REVISION# PL-300 26 OF 32 PLUMBING AND GAS RISER DIAGRAM BSCAN STICKER Q I N.T.S. W U I 2 3 4 5 6 I 2 3 4 5 6 _ GENERAL SPECIFICATIONS 29. PRODUCE AND DELIVER A COMPLETE SET OF "AS-BUILT" OR RECORD GROUNDING SYSTEM LIGHTING FIXTURES IRC DRAWINGS TO THE ARCHITECT AND ENGINEER. I. THE ELECTRICAL INSTALLATION SHALL COMPLY WITH THE NYC ELECTRICAL I. PROVIDE PROPER HARDWARE MATERIALS REQUIRED TO PROVIDE A COMPLETE I. CONTRACTOR SHALL FURNISH AND INSTALL ALL LIGHTING FIXTURES, ELECTRICAL POWER AND LIGHTING SYSTEMS CODE, NYC BUILDING CODE, BUILDING RULES AND REGULATIONS, NYC ENERGY 30. ALL WORK SHALL BE PERFORMED BY THE LICENSED SKILLED ELECTRICIAN. GROUNDING SYSTEM. PROVIDE NECESSARY LABOR AND MATERIALS TO COMPLETE THE INSTALLATION D_ CONSERVATION CODE, O.S.H.A., AND THE RULES AND REGULATIONS OF ALL PROVIDE ADEQUATE LIABILITY INSURANCE AND BONDING AS REQUIRED BY THE OF ALL NEW LIGHT FIXTURES. DWELLING UNITS ARE NOT REQUIRED TO COMPLY WITH SECTIONS 505.2 THROUGH 505.5.2, LOCAL, STATE AND FEDERAL AUTHORITIES HAVING JURISDICTION. THE WORK OWNER. 2. PROVIDE SEPARATE GROUNDING SYSTEMS FOR GENERATORS, IF SECTION 505.5.3 IS FOLLOWED. HALL INCLUDE PROVIDING ALL COMPLETE, FUNCTIONAL INSTALLATION IA OFELECTRICALWORK AS SHOWN ON 31. CLEAN UP SHALL BE PERFORMED ON DAILY BASIS TO KEEP THE SITE IN A GROUNDLABOR NECESSARY FOR A OED TO THE NEAREST GROUNDED RMERS, UPS'S, ETC. THESE SBUILDING STEEL ORTEMS SHALL BE MGROUND YRODS IN ALL 2. ILAM SGHT I AND ELECTRONIC BALLASTS XTURES SHALL BE AS SPECIFIED BE HIGH EEFFCAIENCYAEN ENERGY INTERIOR LIGHTING CONTROLS. ARCHITECTURE ENGINEERING CONSULTING P,G THE DRAWINGS. WORKMANLIKE MANNER. COMPLIANCE WITH THE LATEST CODE REQUIREMENTS. SAVINGS TYPE. EACH AREA ENCLOSED BY WALLS OR FLOOM Ta CEILING PARTITIONS SHALL HAVE AT 330 WEST 38 STREET,8 LEAST ONE MANUAL CONTROL FOR THE LIGHTING SERVING THAT AREA. THE REQUIRED NEW YORK, NY 10018 2. ELECTRICAL DESIGN DRAWINGS INDICATE THE SIZE AND GENERAL 32. UPON COMPLETION OF ALL WORK, THE CONTRACTOR SHALL REMOVE ALL 3. ALL EQUIPMENT INCLUDING METAL ENCLOSURES, RACEWAYS, LIGHT 3. OUTDOOR FIXTURES OR FIXTURES INSTALLED IN DAMP/WET LOCATIONS CONTROLS SHALL BE LOCATED WITHIN THE AREA SERVED BY THE CONTROLS OR BE A TEL: 212 380 6114 LOCATION OF WORK. REFER TO ARCHITECTURAL DESIGN DRAWINGS FOR DEBRIS RESULTING FROM THE REMOVAL OF OLD OR INSTALLATION OF NEW FIXTURES AND OTHER EQUIPMENT ASSOCIATED WITH ELECTRICAL SHALL BE RATED FOR WET LOCATIONS. REMOTE SWITCH THAT IDENTIFIES THE LIGHTS SERVED AND INDICATES THEIR STATUS. FAX: 212 918 3439 LOCATIONS, MOUNTING HEIGHTS, CEILING HEIGHTS, ETC. DIMENSIONS THAT WORK. COORDINATE WITH BUILDING ENGINEER, REQUIREMENTS OF BUILDING INSTALLATIONS SHALL BE GROUNDED. FOR FEEDERS AND/OR BRANCH CIRCUITS EXCEPTIONS: EMAIL: INFO@NODENYC.COM ARE SCALED SHALL NOT BE USED. CODE AND WITH STATE/FEDERAL REGULATIONS. WHERE GROUNDING CONDUCTOR IS NOT PROVIDED, METAL RACEWAYS AND 4. PROVIDE ALL NECESSARY HANGERS, J-BOXES AND SUPPORTS AS REQUIRTED I. AREAS DESIGNATED AS SECURITY OR EMERGENCY AREAS THAT MUST BE CONTINUOUSLY E METAL ENCLOSURES FOR CONDUCTORS SHALL BE TIGHTLY JOINED TO CREATE TO COMPLETE THE DESIRED INSTALLATION TO MEET THE REQUIREMENTS OF LIGHTED. V^"NODEAECCOM 3. BIDDERS, BEFORE SUBMITTING PROPOSALS, SHALL VISIT THE SITE AND 33. PRIOR TO OCCUPANCY, THE CONTRACTOR SHALL CLEAN ALL LIGHT A CONTINUOUS ELECTRIC CIRCUIT AND SO ASSURE A PROPERLY GROUNDED CEILING CONSTRUCTION. COORDINATE WORK WITH ARCHITECTURAL DRAWINGS. 2. LIGHTING IN STAIRWAYS OR CORRIDORS THAT ARE ELEMENTS OF THE MEANS OF CAREFULLY EXAMINE THE AREAS AFFECTED BY THE WORK IN THIS CONTRACT FIXTURE LENSES, MECHANICAL DIFFUSERS, LOUVERS, LAMPS, ETC. ALL LIGHT SYSTEM. EGRESS CONSULTANTS: AND SHALL FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS, BUILDING FIXTURES MUST BE OPERATIONAL PRIOR TO FINAL INSPECTION. 5. PROVIDE APPROVED MECHANICAL CONNECTORS, SUITABLE FOR THE RULES AND ANY DIFFICULTIES THAT WILL AFFECT THE EXECUTION OF THIS MATERIALS AND WIRING DEVICES TEMPERATURE AND VOLTAGE CONDITIONS WHEN MAKING SPLICES IN INTERNAL LIGHT REDUCTION CONTROLS. WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT 34. PROVIDE CERTIFICATE OF INSPECTION FOR ALL ELECTRICAL WORK WIRING. EACH AREA THAT IS REQUIRED TO HAVE A MANUAL CONTROL SHALL ALSO ALLOW THE SUCH AN EXAMINATION HAS BEEN MADE; AND LATER CLAIMS WILL NOT BE COMPLETED UNDER THIS CONTRACT. I. PROVIDE AND INSTALL ALL NECESSARY BOXES, RACEWAYS, CONDUCTORS, OCCUPANT TO REDUCE THE CONNECTED LIGHTING LOAD IN A REASONABLY UNIFORM RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS REQUIRED FITTINGS, CONNECTORS, MOUNTING ACCESSORIES AND LABOR TO PROVIDE A 6. PROVIDE TEMPORARY LIGHTING FOR MOCK-UP PURPOSES AT NO ADDITIONAL ILLUMINATION PATTERN BY AT LEAST 50 PERCENT. LIGHTING REDUCTION SHALL BE BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN 35. CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A COMPLETE ELECTRICAL INSTALLATION AS PER CODE. COST TO THE OWNER. COORDINATE WITH ARCHITECT. ACHIEVED BY ONE OF THE FOLLOWING OR OTHER APPROVED METHOD: FORESEEN HAD SUCH EXAMINATION BEEN MADE. PERIOD OF ONE YEAR PRIOR TO PROJECT COMPLETION. CONTROLLING1. L LAMPS OR LUMINAIRES; 2. ALL OUTLET BOXES INSTALLED AT DRY LOCATIONS SHALL BE GALVANIZED 7. CONTRACTOR SHALL USE APPROVED CONNECTORS, SUITABLE FOR VOLTAGE 2. DUAL SWITCHING OF ALTERNATE ROWS OF LUMINAIRES, ALTERNATE LUMINAIRES OR 4. CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE FULL SET OF BID 36. AN OPERATING AND MAINTENANCE MANUAL IS TO BE PROVIDED TO THE STEEL OR GALVANIZED CAST IRON. OUTLET BOXES INSTALLED AT EXPOSED AND TEMPERATURE UNDER WHICH THE FIXTURES ARE OPERATING, TO MAKE ALTERNATE LAMPS; DOCUMENTS TO BECOME FAMILIAR WITH THE TOTAL SCOPE OF WORK PRIOR BUILDING OWNER BY THE MECHANICAL CONTRACTOR. WET LOCATIONS SHALL BE CAST ALUMINUM WITH KNOCKOUTS AS REQUIRED. SPLICES IN INTERNAL WIRING. 3. SWITCHING THE MIDDLE LUMINAIRE LAMPS INDEPENDENTLY OF THE OUTER LAMPS; OR TO SUBMITTING BID. COORDINATE WORK WITH OTHER TRADES/CONTRACTORS ALL CEILING OUTLET BOXES MUST BE ACCESSIBLE. 4. SWITCHING EACH LUMINAIRE OR EACH LAMP. SCALE: I/4" = I'-0" TO ASSURE THAT THE INSTALLATIONS WILL BE COMPLETED IN PROPER CONDUIT/RACEWAY 8. ELECTRICAL DRAWINGS SHOW APPROXIMATE LOCATIONS OF ALL LIGHT EXCEPTIONS: RELATION TO ALL OTHER TRADES, BUILDING MANAGEMENT AND 3. MOUNTING HEIGHTS OF ALL RECEPTACLES SHALL BE AS PER FIXTURES. REFER TO ARCHITECTURAL DESIGN DRAWINGS FOR EXACT LOCATION 1. AREAS THAT HAVE ONLY ONE LUMINAIRE. DRAWN BY: NODE P.C. ARCHITECTURAL FINISHES. I. ALL CONDUIT SHALL BE (EMT) ELECTRIC METALLIC TUBING WITH ARCHITECTURAL DRAWINGS. INSTALL ALL RECEPTACLES VERTICALLY UNLESS PRIOR TO ANY INSTALLATION. 2. AREAS THAT ARE CONTROLLED BY AN OCCUPANT-SENSING DEVICE. COMPRESSION COUPLINGS UNLESS OTHERWISE NOTED OR REQUIRED BY CODE. OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS. 3. CORRIDORS, STOREROOMS, RESTROOMS OR PUBLIC LOBBIES. 5. THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATE OF INSURANCE USE MINIMUM 3/4" SIZE CONDUIT UNLESS OTHERWISE NOTED OR REQUIRED BY 9. CONTRACTOR SHALL PROVIDE NECESSARY LABOR TO FOCUS ALL 4. SLEEPING UNIT (SEE SECTION 5052.3). CHECKED BY: NODE P.C. WITH THE BUILDING DEPARTMENT, FIRE DEPARTMENT AND OTHER CODE. 4. ALL RECEPTACLE OUTLETS INCLUDING GFI OUTLETS SHALL GROUNDED ADJUSTABLE LIGHT FIXTURES AS DIRECTED BY THE ARCHITECT/OWNER. 5- SPACES THAT USE LESS THAN 0.6 WATTS PER SQUARE FOOT NODE STAMP & SIGNATURE GOVERNMENTAL AGENCIES BEFORE COMMENCING ANY WORK. OBTAIN TYPE, 20AMPS, 2-POLE, 3-WIRE, LEVITON DECORA SERIES. _ NECESSARY PERMITS, CERTIFICATIONS AND PAY ALL REQUIRED FEES. 2. INSTALL EMT CONDUIT FOR ALL PANEL BOARD, SWITCHBOARD, DISTRIBUTION 10. ALL DIMMING TYPE FIXTURES SHALL BE PROVIDED WITH COMPATIBLE AUTOMATIC LIGHTING SHUTOFF i BOARD FEEDERS, MOTOR CIRCUIT FEEDERS AND FOR ALL MULTIPLE CIRCUIT 5. ALL WALL SWITCHES, UNLESS OTHERWISE NOTED, SHALL BE ROCKER TYPE DIMMING BALLASTS AND WALL BOX DIMMERS. IT IS THE CONTRACTOR'S BUILDINGS LARGER THAN 5,000 SQUARE FEET SHALL BE EQUIPPED WITH AN AUTOMATIC % 20 AMPERE, 120-277 VOLT CAPACITY. ALL SWITCHES SHALL BE COMMERCIAL RESPONSIBILITY TO VERIFY COMPATIBILITY PRIOR TO ANY PURCHASE AND CONTROL DEVICE TO SHUT OFF LIGHTING IN THOSE AREAS. 6. CONTRACTOR TO COMPLETE ALL NECESSARY CUTTING AND ROUGH WIRING HOMERUNS WHERE PERMITTED BY CODE UNLESS OTHERWISE INDICATED. ,.. -. _. ._. PATCHING INCLUDING CORE DRILLING OF CONCRETE FLOOR SLAB AND METAL CLAD (MC) CABLE, ARMORED CABLE ("BX") OR FLEXIBLE METAL CONDUIT GRADE "LEVITON DECORA" SERIES OR APPROVED EQUAL. COORDINATE SWITCH INSTALLATION. J ^ FIRESTOPPING FOR INSTALLATION OF ELECTRICAL FEEDERS/CONDUITS ("GREENFIELD") MAY BE USED IN CONCEALED DRY LOCATIONS FOR BRANCH COLOR WITH ARCHITECT. THIS AUTOMATIC CONTROL DEVICE SHALL FUNCTION ON EITHER: n� ' ��� f INCLUDING BRANCH CIRCUITS. PAINTING AND PATCHING SHALL BE COMPLETED CIRCUIT WIRING ONLY WHERE PERMITTED BY CODES OR BUILDING RULES AND 11. BRANCH CIRCUITS SERVING DIMMING BALLASTS SHALL HAVE A DEDICATED I. A SCHEDULED BASIS, USING TIME-OF-DAY, WITH AN INDEPENDENT PROGRAM SCHEDULE , BY OTHERS. REGULATIONS. 6. ALL WALL BOX DIMMERS SHALL BE LUTRON SERIES WITH WATTAGE AS NEUTRAL. DO NOT SHARE NEUTRALS. THAT CONTROLS THE INTERIOR LIGHTING IN AREAS THAT DO NOT EXCEED 25,000 SQUARE i REQUIRED FOR THE PARTICULAR LOADING OF EACH CIRCUIT. PROVIDE FEET AND ARE NOT MORE THAN ONE FLOOR; OR 7. THE CONTRACTOR' SHALL GUARANTEE ALL WORK AND MATERIALS FOR A 3. INSTALL (RGS) RIGID GALVANIZED CONDUIT WITH THREADED FITTING IN DERATING AND MULTIPLE GANG BOXES AS REQUIRED. PROVIDE SEPARATE 12. ALL LIGHT FIXTURES AND ASSOCIATED COMPONENTS SHALL COMPLY WITH 2. AN OCCUPANT SENSOR THAT SHALL TURN LIGHTING OFF WITHIN 30 MINUTES OF AN PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. OF THE WET/EXTERIOR LOCATIONS, CONCRETE FLOORS, UNDER SLAB/GROUND, INTERIOR NEUTRAL FOR EACH PHASE CONDUCTOR. UL REQUIREMENTS AND MADE IN ACCORDANCE WITH THE NEC AND NYCEC. OCCUPANT LEAVING A SPACE; OR PROJECT AGAINST DEFECTIVE MATERIALS OR WORKMANSHIP. THE WORK CONDUIT SUBJECT TO PHYSICAL DAMAGE AND WHERE REQUIRED BY CODE. 3. A SIGNAL FROM ANOTHER CONTROL OR ALARM SYSTEM THAT INDICATES THE AREA IS ,.. 3710 WHICH DEVELOPS DEFECTS DURING THAT TIME SHALL BE REPLACED OR 7. ALL WALL BOX OCCUPANCY/VACANCY SENSORS SHALL BE HUBBELL SERIES 13. ALL LAMPS SHALL BE OPERABLE FOR AT LEAST THREE MONTHS PRIOR TO UNOCCUPIED. REPAIRED IN A MANNER SATISFACTORY TO THE ARCHITECT AND/OR OWNER. 4. ALL FINAL CONNECTIONS TO VIBRATING EQUIPMENT SHALL BE MADE WITH AS REQUIRED FOR THE PARTICULAR OPERATION. INSTALLATION. ANY LAMPS THAT FAIL DURING THIS PERIOD SHALL BE FLEXIBLE GALVANIZED STEEL CONDUIT IN LENGTHS NOT EXCEEDING 18 INCHES. REPLACED AT NO ADDITIONAL COST TO THE OWNER. EXCEPTION: 8. CONTRACTOR SHALL PROVIDE TEMPORARY LIGHT AND POWER FOR ALL IN WET OR DAMP LOCATION USE LIQUID-TIGHT FLEXIBLE METAL CONDUIT. 8. ALL RECEPTACLES AND SWITCHES SHALL BE SIDE WIRED WITH THE FOLLOWING SHALL NOT REQUIRE AN AUTOMATIC CONTROL DEVICE: OWNER: TRADES FROM THE BY FIELD CONDITIONS.STING OR ALL WORK SHALL BEYELECTRIC IN ACCORDANCE ICE AS W WITH ACCQUIRED EPTED 5. ALL PENETRATIONS THROUGH FIRE-RATED SLABS AND/OR PARTITIONS SHALL PLATES. PUSH N WIRINGORS TDAT SCREW WILL NOT ETPERMINALS PERMITTED. FIXTURES UNDER PRESSURE 14. SUBMIT FIXTURES ANDMPLETE A SOCIATEDFCOMPONENTS TO TFICATIONS OF ALL LIGHT AR HIT CT ENG NEER FOR FINAL **SLEEPING UNIT (SEE SECTION 5052.3). AB I D I N KAN D I C STANDARDS ESTABLISHED BY O.S.H.A. ENERGY COSTS WILL BE BORNE BY THE BE FIRE RATED. SLEEVES AND OTHER TYPES OF OPENINGS SHALL BE FILLED APPROVAL. 3. SPACES WHERE AN AUTOMATIC SHUTOFF WOULD ENDANGER OCCUPANT SAFETY OR OWNER. WITH AN APPROVED FIRE RESISTANT MATERIAL. 9. ALL DEVICE PLATES SHALL BE LEVITON-DECORA SNAP-ON TYPE. COLOR BY SECURITY. ARCHITECT. 9. SHORT CIRCUIT RATING OF ELECTRICAL EQUIPMENT OF ALL CIRCUIT 6. COORDINATE CONDUIT RUN WITH NEW AND EXISTING WORK. CONDUIT RUNS TELE/DATA COMMUNICATION SYSTEM EXTERIOR LIGHTING CONTROLS. BREAKERS, FUSES, DISCONNECT SWITCHES, PANELBOARDS, ETC. SHALL MEET SHALL CLEAR ALL ARCHITECTURAL, STRUCTURAL MEMBERS, SHAFTS, OPENINGS, 10. PROVIDE TELE/DATA DEVICE PLATES. COORDINATE PLATE CONFIGURATION LIGHTING NOT DESIGNATED FOR DUSK-TO-DAWN OPERATION SHALL BE CONTROLLED BY OR EXCEED THE AVAILABLE FAULT CURRENT AT THEIR POINT OF CONNECTION CABLE SLOTS SLEEVES AND EQUIPMENT. AVOID INTERFERENCES WITH DUCTS, WITH VENDOR. 1. ELECTRICAL CONTRACTOR SHALL INSTALL ALL EMPTY CONDUITS AND PULL EITHER A COMBINATION OF A PHOTOSENSOR AND A TIME SWITCH, OR AN ASTRONOMICAL AS REQUIRED FOR A FULLY RATED SYSTEM. PIPES AND EQUIPMENT CORRESPONDING TO OTHER TRADES. IF THE FIELD BOXES AS REQUIRED AND SHOWN ON THE DESIGN DRAWINGS. PROVIDE A TIME SWITCH. LIGHTING DESIGNATED FOR DUSK- TO-DAWN OPERATION SHALL BE CONDITIONS DO NOT ALLOW AN INSTALLATION OF CONDUIT AS PER DESIGN STEEL CORE NYLON ROPE DRAG LINE IN EACH EMPTY CONDUIT. CONTROLLED BY AN ASTRONOMICAL TIME SWITCH OR PHOTOSENSOR. ALL TIME SWITCHES 10. THE CONTRACTOR SHALL TAKE DELIVERY AND RESPONSIBILITY FOR ALL DOCUMENTS THE ALTERNATIVE SHALL BE SUBMITTED TO ENGINEER OR RECORD PANELBOARDS SHALL BE EQUIPMENT PRE-PURCHASED BY THE OWNER FOR THIS PROJECT. WORK SHALL FOR FINAL APPROVAL AT NO ADDITIONAL COST TO THE OWNER. DO NOT 2. COORDINATE ALL CONDUIT SIZES FOR TELEPHONE/DATA WIRING WITH THE CAPABLE OF RETAINING PROGRAMMING AND THE TIME SETTING DURING LOSS OF POWER INCLUDE RECEIVING EQUIPMENT AT STREET-SIDE, MOVING IT TO INTERIM SUPPORT CONDUIT FROM DUCT WORK, PIPES AND EQUIPMENT. I. PANELBOARDS SHALL BE DESIGNED FOR SPECIFIC VOLTAGES, PHASES, OWNER AND HIS SPECIALTY CONTRACTOR(S) AND PROVIDE LARGER CONDUITS FOR A PERIOD OF AT LEAST 10 HOURS. REVISIONS/ISSUES SCHEDULE ONSITE SECURE STORAGE LOCATION, PROTECTING EQUIPMENT FROM DAMAGE, CIRCUIT BREAKES AS SPECIFIED ON DESIGN DRAWINGS. PANELBOARDS SHALL IF REQUIRED MOVING THE EQUIPMENT FROM STORAGE TO ITS FINAL POSITION, SETTING IN 7. ALL CONDUIT INSTALLED IN FINISHED AREAS SHALL BE CONCEALED. RUN BE OF THE ENCLOSED TYPE, FLUSH OR SURFACE MOUNTED AS INDICATED IN TANDEM WIRING NO# DATE DESCRIPTION PLACE, AND COMPLETION OF ALL INSTALLATION, TESTING AND OMMISSIONING CONDUIT IN HUNG CEILING AND FURRED SPACES IF SUCH SPACES ARE SCHEDULE. PLANELBOARDS SHALL HAVE: STEEL CABINETS-CODE GAUGE, WITH 4. PROVIDE EMPTY CONDUIT STUB-UPS. SIZE OF CONDUIT 3/4" OR AS THE FOLLOWING LUMINAIRES LOCATED WITHIN THE SAME AREA SHALL BE TANDEM WIRED: PROCEDURES REQUIRED FOR APPLICABLE EQUIPMENT. AVAILABLE. SUPPORT EXPOSED CONDUIT WITH CLAMPS OR OTHER CODE STEEL TRIM, CONCEALED HINGES, DOORS AND FLUSH TYPE LOCK. INDICATED ON CONTRACT DRAWINGS. I. FLUORESCENT LUMINAIRES EQUIPPED WITH ONE, THREE OR ODD-NUMBERED LAMP APPROVED METHODS. DO NOT RUN CONDUIT PARALLEL TO HOT WATER PIPES CONFIGURATIONS, THAT ARE RECESS-MOUNTED WITHIN 10 FEET (3048 MM) CENTER TO II. THE CONTRACTOR SHALL TEST ALL DARTS OF THE WORK AND ASSOCIATED NOR WITHIN ONE FOOT OF HOT WATER PIPING. CONDUITS SHALL BE INSTALLED 2. ALL BUSSES, INCLUDING NEUTRAL BUS, SHALL BE OF HARD-DRAWN COPPER 5. TELE/DATA COMMUNICATIONS WIRING SHALL BE PROVIDED AND INSTALLED CENTER OF EACH OTHER. EQUIPMENT TO ASSURE PROPER OPERATING CONDITIONS. WORK SHALL PARALLEL OR PERPENDICULAR TO BUILDING STRUCTURAL ELEMENTS. AND SIZED ON THE BASIS OF 1,000 AMPERES PER SQUARE INCH CROSS- BY OTHERS. 2. FLUORESCENT LUMINAIRES EQUIPPED WITH ONE, THREE OR ANY OTHER ODD NUMBERED INCLUDE BUT NOT BE LIMITED TO MEGGER TESTS BETWEEN THE PHASES, SECTIONAL AREA. BUSSES SHALL BE ARRANGED FOR SEQUENCE PHASING. LAMP CONFIGURATION, THAT ARE PENDANT- OR SURFACE MOUNTED WITHIN I FOOT (305 BETWEEN EACH PHASE AND GROUND OF ALL FEEDERS, PANELBOARDS AND 8. CONDUITS, BOXES AND ENCLOSURES SHALL BE BONDED MECHANICALLY TO PROVIDE GROUND BUS IN ADDITION TO THE NEUTRAL BUS. MM) EDGE TO EDGE OF EACH OTHER. SUB-FEEDERS. ALL DEFECTS SHALL BE CORRECTED WITHOUT ANY ADDITIONAL FORM A CONTINUOUS ELECTRICAL CONDUCTOR. SUBMITTALS COST TO THE OWNER. TEST SHALL ALSO BE DONE OF REPAIRED OR REPLACED 3. PANELS SHALL BE EQUIPPED WITH BOLT-DOWN CIRCUIT BREAKERS. TRIP EXCEPTIONS: PORTIONS OF THE PROJECT. 9. PROVIDE SUPPORTS AND COMPRESSION COUPLINGS DEPENDING ON CONDUIT SIZES AS INDICATED ON PANEL SCHEDULES. INTERRUPTING CAPACITY SHALL BE I. CONTRACTOR SHALL SUBMIT (4) SETS OF MANUFACTURER SHOP DRAWINGS, I. WHERE ELECTRONIC HIGH-FREQUENCY BALLASTS ARE USED. C TYPE AS PER NEC SECTION 344.30 - SECURING AND SUPPORTING. BUILDING STANDARD OR GREATER. PROVIDE HACR TYPE CIRCUIT BREAKERS FOR WIRING DIAGRAMS, SEQUENCE OF OPERATIONS ETC., TO THE ARCHITECT AND 2. LUMINAIRES ON EMERGENCY CIRCUITS. 12. THE EQUIPMENT AND MATERIALS SHALL BE LISTED BY THE UNDERWRITERS ALL MECHANICAL EQUIPMENT CIRCUITRY. ENGINEER FOR FINAL APPROVAL PRIOR TO ANY ORDER OR INSTALLATION. SHOP 3. LUMINAIRES WITH NO AVAILABLE PAIR IN THE SAME AREA. LABORATORIES, INC. OR NATIONALLY APPROVED TESTING AGENCY. ALL 10. PROVIDE SIESMIC CONSTRAINS FOR CONDUITS AS REQUIRED BY THE CODE. DRAWINGS SHALL INCLUDE THE FOLLOWING: EQUIPMENT AND MATERIALS SHALL COMPLY WITH THE LATEST APPLICABLE COORDINATE WITH ARCHITECT AND STRUCTURAL ENGINEER. 4. BACK BOXES SHALL BE CONSTRUCTED OF CODE GAUGE SHEET STEEL, EXIT SIGNS (MANDATORY). STANDARDS OF NEMA, ANSI, ASTM 8, IEEE. GALVANIZED, TRIM SHALL BE PRIMED FOR FINISH PAINTING BY OTHERS. LIGHT FIXTURES AND ASSOCIATED BALLASTS INTERNALLY ILLUMINATED EXIT SIGNS SHALL NOT EXCEED 5 WATTS PER SIDE. 11. ALL PULL AND SPLICE BOXES TO BE SIZED PER CODE REQUIREMENTS. ALLOW TOGGLE SWITCHES, DIMMERS AND RECEPTACLES PROJECT ADDRESS: 13. CONTRACTOR TO PROVIDE ALL PANELS, FEEDERS, BRANCH CIRCUIT WIRING PROPER SPACE THEREIN TO COMPLETE ALL WIRE PULLS AND SPLICES. 5. PANEL ENCLOSURE CABINET SHALL BE SUFFICIENT SIZE TO ALLOW A PANELBOARDS, DISTRIBUTION EQUIPMENT LIGTING WITHIN DWELLING UNITS. AND ALL ACCESSORIES AND SUPPORTS TO CONNECT TOT THE EXISTING GUTTER SPACE OF AT LEAST SIX INCHES ON SIDE TOP AND BOTTOM. DISCONNECT SWITCHES LIGHTING WITHIN DWELLING UNITS MAY HAVE A MINIMUM OF 50 PERCENT OF THE 57190 MAIN ROAD BUILDING DISTRIBUTION SYSTEM AND PROVIDE A COMPLETE OPERABLE 12. CONDUITS PASSING THROUGH STRUCTURAL JOINTS SHALL BE PROVIDED PERMANENTLY INSTALLED INTERIOR LIGHT FIXTURES FITTED WITH HIGH-EFFICACY LAMPS SOUTHOLD, NY 11971 ELECTRICAL SYSTEM. ALL WIRING AND EQUIPMENT TO PROVIDE POWER SUPPLY WITH EXPANSION FITTINGS. 6. PROVIDE AND INSTALL A TYPEWRITTEN CIRCUIT DIRECTORY FOR ALL NEW AS AN ALTERNATIVE TO SECTION 505.5.2 OF THE PROPER VOLTAGE, AMPACITY AND ARRANGEMENT. AND EXISTING MODIFIED PANELBOARDS. WORKING SPACE 13. ALL CONDUITS RUN EXPOSED SHALL BE RUN TIGHT TO BUILDING SLAB 14. ALL ELECTRICAL EQUIPMENT INSTALLED OUTDOORS OR IN WET/DAMP ALONG BUILDING GRID LINES TO PROVIDE A NEAT APPEARANCE WITH EXISTING 7. PHASE LEGS OF ALL NEW AND EXISTING MODIFIED PANELS SHALL BE 1. PANELBOARDS, DISONNECT SWITCHES, TRANSFORMERS AND ALL OTHER LOCATIONS SHALL BE PROVIDED WITH NEMA-3R WEATHERPROOF ENCLOSURES. FINISHES. PAINT TO MATCH FINISH WHERE REQUIRED. BALANCED WITHIN 10% DEVIATION BETWEEN PHASES PRIOR TO PROJECT ELECTRICAL EQUIPMENT WITH ACCESSIBLE LIVE PARTS SHALL HAVE THE ALL RECEPTACLES INSTALLED WITHIN 6' OF WATER OR INSTALLED OUTDOORS COMPLETION. CONTRACTOR SHALL REARRANGE CIRCUIT BREAKERS AS REQUIRED FOLLOWING WORKING SPACE PROVIDED AT ALL TIMES: SHALL ALSO BE PROVIDED WITH GROUND FAULT CIRCUIT INTERRUPTER. 13. COMPLETE CONDUIT SYSTEM SHALL BE INSTALLED BEFORE ANY TO BALANCE PHASE LEGS. CONDUCTORS ARE PULLED, PROVIDE A STEEL CORE NYLON ROPE DRAG LINE 3' IN FRONT OF THE EQUIPMENT AT ALL TIMES FOR 0-150 VOLT SYSTEMS. 15. CONDUIT RUNS SHOW ON DESIGN DRAWINGS ARE DIAGRAMMATIC AND WITH TERMINAL BALL IN ALL EMPTY CONDUITS. WIRE PULLING LUBRICANTS 8. PROVIDE BLANK COVER PLATES FOR ALL UNUSED OPENINGS IN THE NEW AND INDICATE THE GENERAL ROUTING. IT IS THE RESPONSIBILITY OF CONTRACTOR SHALL BE UTILIZED AS PER UL REQUIREMENTS. EXISTING PANELS. • 3' IN FRONT OF THE EQUIPMENT FOR 151-600 VOLT SYSTEMS WHEN: TO ACCOUNT FOR ALL NECESSARY PULL BOXES, JUNCTION BOXES, BENDS, (EXPOSED LIVE PARTS ON ONE SIDE OF THE WORKING SPACE AND NO LIVE OR ETC. TO COMPLETE 'THE RUN IN RESPECT TO ELECTRICAL CODE 14. ALL CONDUIT RUNS SHALL BE CONCEALED WITHIN WALLS OR CEILING. 9. TOP OF THE PANEL ENCLOSURE SHALL NOT BE MOUNTED HIGHER THAN 78". GROUNDED GROUNDED PARTS ON THE OTHER SIDE OF THE WORKING SPACE, REQUIREMENTS. EXPOSED CONDUITS AND BOXES, WHEN REQUIRED, SHALL BE PAINTED. DR EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE THAT ARE 16. PROVIDE PIPE SLEEVES WHERE CONDUITS PASS THROUGH WALLS, SLABS CONDUCTORS DISCONNECT SWITCHES EFFECTIVELY GUARDED BY INSULATING MATERIALS.) AND FIRE RATED PARTITIONS. PIPE SLEEVES SHALL BE GROUTED. SEALANT 3' -6" IN FRONT OF THE EQUIPMENT FOR 151-600 VOLT SYSTEMS WHEN: SHALL BE APPLIED AROUND THE CONDUIT IN THE SLEEVE IN ORDER TO I. ALL LIGHTING AND POWER CONDUCTORS SHALL BE SINGLE CONDUCTOR I. DISCONNECT SWITCHES SHALL COMPLY WITH NEMA AND UL STANDARDS, (EXPOSED LIVE PARTS ON ONE SIDE OF THE WORKING SPACE AND GROUNDED PREVENT INGRESS OF MOISTURE. WALL AND SLAB PENETRATIONS SHALL BE ANNEALED COPPER WIRES. CONDUCTORS #10 AWG AND SMALLER MAY BE SOLID AND BE RATED FOR VOLTAGE SPECIFIED. SWITCHES SHALL BE FUSED OR PARTS ON THE OTHER SIDE OF THE WORKING SPACE. CONCRETE, BRICK OR COMPLETELY WATERPROOFED AND/OR FIRE PROOFED. OR STRANDED, TYPE THHN/THWN; #8 AWG AND LARGER SHALL BE STRANDED, UNFUSED AS INDICATED ON THE DESIGN DRAWINGS. TILE WALL SHALL BE CONSIDERED AS GROUNDED.) PROJECT SCOPE: TYPE THHN/THWN. VOLTAGE RATING OF INSULATION SHALL BE 600 VOLT. SINGLE FAMILY 17. PROVIDE SIESMIC CONSTRAINS AS REQUIRED BY THE CODE. COORDINATE 2. DISCONNECT SWITCHES SHALL BE QUICK-MAKE, QUICK-BREAK TYPE • 4' IN FRONT OF THE EQUIPMENT FOR 151-600 VOLT SYSTEMS WHEN: WITH ARCHITECT AND STRUCTURAL ENGINEER. 2.#12.RNCREASE CONDUCTORS ONE SIZE UP TO COMPENSATE OR VOLTAGE ROPINTERLOCKED ANCH CIRCUIT CONDUCTORS FOR POWER AND LIGHTING SHALL BE MINIMUM ANISM 1WITH TH X ENCLOSURE COVER TO PROVIDE TERNAL OPERATING HANDLE ENORMAL ACCESS TO CHANICALLY (EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE) HOME B 18. ALL ELECTRICAL EQUIPMENT AND CONDUIT SHALL BE ADEQUATELY FOR 120-VOLT CIRCUITS EXCEEDING 100' AND 277-VOLT CIRCUITS EXCEEDING INSIDE OF ENCLOSURE WHEN DISCONNECT IS IN THE "OFF" POSITION ONLY. SUPPORTED FROM BUILDING STRUCTURE. ADDITIONAL FRAMING SHALL BE 200'. PROVIDE MEANS TO LOCK THE HANDLE IN THE "OPEN" AND THE "CLOSED" IDENTIFICATION OF EQUIPMENT PROVIDED AS REQUIRED. ALL ELECTRICAL EQUIPMENT AND RACEWAY SHALL POSITION. DESIGNATE ON THE ENCLOSURE THE "OPEN" AND "CLOSED" BE SUSPENDED FROM SUPPLEMENTAL SLOTTED CHANNEL FRAME. ALL 3. COLOR CODING FOR WIRE AND CABLE SHALL BE AS FOLLOWS: 120/208 POSITION OF THE OPERATING HANDLE. I. CONTRACTOR TO PROVIDE NAMEPLATES FOR ALL NEW ELECTRICAL SUPPORT DEVICES SHALL BE OF SUFFICIENT THICKNESS TO CARRY THE LOAD VOLTS-BLACK, RED, BLUE AND WHITE FOR PHASES A, B, C, AND NEUTRAL, EQUIPMENT. SUSPENDED. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY RESPECTIVELY. FOR 277/480 VOLT - BROWN, ORANGE, YELLOW, GRAY AND 3. LOCATION OF DISCONNECT SWITCHES SHALL BE ACCESSIBLE WITHOUT ANY ADDITIONAL SUPPLEMENTAL STEEL TO 'SUPPORT THE ELECTRICAL GREEN FOR PHASES A, B, C AND NEUTRAL RESPECTIVELY. GROUND WIRE SHALL OBSTRUCTIONS. �. NAMEPLATES MUST INCLUDE EQUIPMENT IDENTIFICATION, VOLTAGE AND INSTALLATION. ALL ALL ANCHORS, FASTENERS, CLAMPS, ETC., SHALL BE BE GREEN. PHASE RATINGS AND SOURCE OF FEED. MADE OF STEEL AND SHALL NOT CONTAIN ANY LEAD, WOOD, PLASTIC, ETC. 4. DISCONNECT SWITCH SHALL BE NEMA I TYPE FOR DRY LOCATIONS. 4. PHASE OUT ALL POWER AND LIGHTING CONDUCTORS IN SUCH MANNER THAT ENCLOSURES FOR OUTDOOR OR WET APPLICATIONS SHALL BE NEMA 3R TYPE. 3. ALL DISCONNECT SWITCHES AND CONTROLS SHALL HAVE NAMEPLATES 0 19. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CORE DRILLING, THE CABLES HAVING SAME INSULATION COLOR ARE CONNECTED TO THE SAME ENCLOSURES FOR COMMERCIAL KITCHENS OR CORROSIVE AREAS SHALL BE IDENTIFYING THE EQUIPMENT SERVED. NAMEPLATES SHALL BE LAMINATED PENETRATIONS, SEALING, WEATHERPROOFING, FIREPROOFING, CUTTING, PHASE THROUGHOUT. NEMA 4X TYPE. PLASTIC, WITH WHITE LETTERS ON A BLACK FIELD SECURED WITH FLUSHED o PATCHING, PAINTING AND COMPLETING THE WORK AS INDICATED BY CONTRACT DRAWINGS. ALL CORE AND SLAB PENETRATIONS SHALL BE COORDINATED 5. ALL CIRCUITS SHALL BE PROVIDED WITH DEDICATED NEUTRALS. IF 5. THE MINIMUM RATING OF DISCONNECT SWITCHES SHALL BE EQUAL TO OR FASTENINGS OR PER BUILDING STANDARD. w WORK WITH BUILDING MANAGEMENT. CONTRACTOR ELECTS TO SHARE NEUTRALS, IT IS HIS RESPONSIBILITY TO GREATER THAN THE RATING OF THE PROTECTIVE DEVICE ON THE SUPPLY o PROVIDE A MEANS TO DISCONNECT ALL CIRCUITS SIMULTANEOUSLY. FOR SIDE OF THE DISCONNECT SWITCH. REFER TO DESIGN DRAWINGS FOR 20. CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF ALL EXISTING PANELBOARDS THE CONTRACTOR SHALL UPGRADE, PROVIDE NEUTRAL SPECIFIC SIZES. DRAWING TITLE: a ELECTRICAL EQUIPMENT IN FIELD. LOCATE EQUIPMENT AS FIELD CONDITIONS BAR TERMINATION EXTENSION KITS OR REPLACE NEUTRAL TERMINATION BARS o ALLOW OR AS APPROVED BY ENGINEER OR ARCHITECT. AS REQUIRED FOR THE DEDICATED NEUTRALS. ELECTRICAL JPOWER AND CONTROL WIRING FOR HVAC SYSTEMS SPECIFICATIONS w 21. ADDITIONAL ELECTRICAL EQUIPMENT SUCH AS J-BOXES, PULL BOXES ETC., 6. ALL CONDUCTORS IN SPLICE, PULL BOXES, PANELS AND POINTS OF Z) NOT INDICATED ON THE DESIGN DRAWINGS SHALL BE ACCOUNTED FOR AT NO TERMINATION SHALL BE BUNDLED AND TAGGED WITH DESIGNATED CIRCUITS 1. CONTRACTOR SHALL PROVIDE AND INSTALL ALL LINE VOLTAGE POWER ADDITIONAL CHARGE TO THE OWNER. AND EQUIPMENT SERVING USING FLAME RESISTANT TAGS AND NYLON TIE-WRAP WIRING TO MECHANICAL EQUIPMENT AS INDICATED ON THE POWER DESIGN o MATERIAL. DRAWINGS. COORDINATE ALL WORK WITH MECHANICAL CONTRACTOR AND 0 22. ANY SUBSTITUTIONS OF ELECTRICAL EQUIPMENT SHALL BE APPROVED BY MECHANICAL DESIGN DRAWINGS. ENGINEER PRIOR TO ANY PURCHASE. 7. LOW VOLTAGE CABLES INSTALLED EXPOSED IN HUNG CEILING SHALL BE TEFLON COATED AND PLENUM RATED. 2. CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE 'HACR' TYPE 0 N 23. PROVIDE LABOR AND MATERIALS REQUIRED DUE TO DEVIATIONS FROM RATED. CONTRACT DOCUMENTS. 8. FEEDER AND BRANCH CIRCUIT SPLICES WILL ONLY BE PERMITTED AT = ACCESSIBLE TERMINALS AND JUNCTION BOXES. PROVIDE ALL REQUIRED 3. CONTRACTOR TO PROVIDE SEPARATE PRICING ITEM FOR ALL CONTROL ,_- 24. LOW VOLTAGE WIRING IS NOT PERMITTED IN SAME CONDUIT AS POWER MATERIALS AS PER CODE FOR MAKING SUCH SPLICES. WIRING AND CONDUIT. A WIRING. cn 9. ALL WIRING SHALL BE IDENTIFIED BY CIRCUIT NUMBERS IN ALL CABINETS, 4. MOTOR STARTERS WILL BE PROVIDED BY THE MECHANICAL CONTRACTOR AND a 25. THE CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING REQUIRED OUTLET BOXES, WIRING TROUGHS, OTHER ENCLOSURES, AT ALL SPLICES, INSTALLED BY THE ELECTRICAL CONTRACTOR. o FOR THE INSTALLATION OF EQUIPMENT. TERMINATION POINTS, ETC. IDENTIFICATION METHODS SHALL BE APPROVED BY lTHE BUILDING. 5. MOTOR STARTERS SHALL BE SIZED BASED ON MOTOR HORSEPOWER AND PROJECT# 26. FIRE ALARM AND EMERGENCY SYSTEMS SHALL NOT BE INTERRUPTED VOLTAGE. THE STARTERS SHALL COMPLY WITH THE UL STANDARDS AND SHALL v DURING CONSTRUCTION UNLESS APPROVED BY THE OWNER. 10. FURNISH AND INSTALL WIRING FOR EQUIPMENT FURNISHED BY OTHERS, AS BE RATED FOR 600 VOLTS AND 60HZ. MANUFACTURER: SQUARE 'D' OR DRAWING# REVISION# ui DRAWINGS. OR DETAILS OF 0 27. CONTRACTOR TO PROVIDE INSTRUCTIONS AND OPERATION MANUALS FOR NSOTALLATION WN AND WIR NDGNATE R QU REMEWITHONTS. THE THER TERMTRDESFWIRING" AS USED APPROVED EQUAL. E-001 27 Of 32 THE OPERATING PERSONNEL TO BECOME FAMILIAR WITH THE NEW SYSTEM HEREIN SHALL INCLUDE FURNISHING AND INSTALLING CONDUIT, WIRES, 6. PROVIDE ALL 120V OR 277V 20A CIRCUITS TO SUPPORT THE TRANSFORMERS BSCAN STICKER o AND SEQUENCE OF OPERATIONS. JUNCTION BOXES, DISCONNECTS AND FINAL CONNECTIONS. ADJUSTMENTS TO OR CONTROL PANELS FOR MECHANICAL INTERLOCK SYSTEMS. En WIRING REQUIREMENTS NECESSARY TO ACCOMMODATE ACTUAL FURNISHED it 28. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER FOR EQUIPMENT SHALL BE PROVIDED AT NO ADDITIONAL COST TO OWNER. N APPROVAL, DETAILED SHOP DRAWINGS, CATALOG CUTS AND WIRING DIAGRAMS FOR THE WORK AND EQUIPMENT SPECIFIED IN THESE DRAWINGS. II. LEAVE WIRING/FEEDERS SUFFICIENTLY LONG TO MAKE FINAL CONNECTIONS. U I I 2 3 4 I 5 6 I 2 3 4 5 6 0 - ARCHITECTURE ENGINEERING CONSULTING P,C, _ _ _ _ _ ELECTRICAL RISER NOTES _ _ _ _ _ 330 WEST 38 STREET,#309 _ D- FITNSTFE HOUSE TEMPORARY LOCATION POOL STORAGE_ -1 ONEW INCOMING ELECTRICAL SERVICE. NEW YORK, NY 10018 AREA A (208VOLT,10, 4W, 150AMPS). TEL: 212 380 6114 � C C E � � COORDINATE WITH UTILITY COMPANY. FAX: 212 918 3439 I G ©NET ZERO UTILITY COMPANY METER EMAIL: INFO@NODENYC.COM E TO BE FURNISHED AND INSTALLED WWW.NODEAEC.COM SS DP RP RP PP BY CONTRACTOR. @ SECT-1 SECT-2 @3# 1/0 AND 1#6(G)IN 2"C. CONSULTANTS: M B pp@200 AMP SERVICE SWITCH FUSED AT 150AMPS. E ( 3#2 AND 1#6(G) IN 1-1/2" C OUTDOOR @3#6 AND 1#10(G) IN I" RIGID CONDUIT. RUN CONDUIT UNDERGROUND. COORDINATE WORK IN FIELD. @TYPICAL: REFER TO PANEL SCEDULES FOR PANEL SPECIFICATIONS. SCALE: I/4" = I'-0" @UPON GRANTED VARIANCE ELECTICAL H DISTRIBUTION EQUIPMENT SHALL BE F RELOCATED INSIDE GARAGE WHICH DRAWN BY: NODE P.C. WILL BE A PART OF PHASE 2 WORK. ELECTRICAL RISER DIAGRAM COORDINATE PHASING WITH CHECKED BY: NODE P.C. ARCHITECT. NODE STAMP & SIGNATURE E-'°' N. T. S. _ ac \� I1 ` ,j Y I ` °," � Com` .C'''� ',�'�• / D4W NEW PANEL PP VOLTS: 120/208V PHASE & WIRE: 10 4W NEW PANEL 'DP' VOLTS: 120/208V PHASE & WIRE:10, 4WY�� .._,,. NEW PANEL RP VOLTS: 120/208V PHASE & WIRE:I�, � 60 POLES (2 SECTIONS) SERVICE: 225A FEEDER SIZE: SEE RISER 24 POLES SERVICE: 60 AMPS FEEDER SIZE: SEE RISER 24 POLES SERVICE: 225 AMPS FEEDER SIZE: SEE RISER \ *** MAIN C.B.: M.L.O. MOUNTING: SURFACE *** MAIN C.B.: 50 AMPS MOUNTING: SURFACE MAIN C.B.: M.L.O. MOUNTING: SURFACE t BRANCH CIRCUITS BRANCH CIRCUITS BRANCH CIRCUITS OWNER: CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CKT. BREAKER CKT. BREAKER CKT. BREAKER CIRCUIT AB I D I N KAND I C CKT. BREAKER CKT. BREAKER CKT. BREAKER DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION No. POLE TRIP No. POLE TRIP No. POLE TRIP No. POLETRIP No. POLE TRIP No. POLE TRIP AMPS AMPS AMPS AMPS AMPS AMPS 1 1 20* REC:CONV. 2 1 20* REC: KITCHEN (GFI) 1 1 20* REC: OUTDOOR KITCHEN 2 1 20* RECS: STORAGE 1 2 100 PANEL RP (2 SECT) 2 2 1 50 PANEL PP 3 1 20* REC: LIVING RM 4 1 20* REC: KITCHEN (GFI) 3 1 20* REC: OUTDOOR KITCHEN 4 1 20* RECS: STORAGE 3 / 4 / 5 1 20* REC: LIVING RM (TV) 6 1 20* REC: KITCHEN (GFI) 5 1 20* REC: OUTDOOR KITCHEN 6 1 20 POOL PUMP 5 SPACE 6 SPACE 7 1 20* RECS: DINING CONV. 8 1 20* REC: DISHWASHER (GFI) 7 1 20* REC: OUTDOOR CONY. 8 1 20 POOL SYSTEM EQUIPMENT 7 8 9 1 20* RECS: DINING CONY. 10 1 20* REC: KITCHEN (GFI) 9 1 20 LIGHTING:STORAGE/OUTDOORS 10 2 20 AC-1.2 ** 9 10 II 1 20* REC: TOILET (GFI) 12 1 20* REC: KITCHEN ISLAND II 2 20 BRANCH BOX ** 12 / 1 3#12, 1#12(G)IN 3/4"C II 12 REVISIONS/ISSUES SCHEDULE 13 1 20* RECS: OUTDOOR (GFI/WP) 14 1 20* REC: KITCHEN ISLAND 13 / 3#12, 1#12(G)IN 3/4"C 14 1 20 SPARE 13 14 15 1 20* RECS: BEDROOM CONY. 16 1 20* REC: WASHER 15 1 20 SPARE 16 15 16 NO# DATE DESCRIPTION 17 1 20* RECS: BEDROOM (TV/CONY) 18 1 20* REC: DRYER 17 18 17 18 19 1 20* RECS: BECROOM CONY. 20 1 20* REC: BATHROOM 19 20 19 20 21 1 20* RECS: BECROOM (TV) 22 1 20* REC: BEDROOM 21 !24 2 21 22 23 1 20* REC: BATHROOM 24 1 20* REC: BEDROOM (TV) 23 23 24 25 1 20* RECS: CONY. 26 1 20* REC: RESTROOM (GFI) ANDAFCI TYPE BREAKER. 27 1 20* RECS: BEDROOM CONY. 28 1 20* REC: RESTROOM (GFI) "PROVIDEPROVIDE NSTALL AND IIN TALL H CR TYPE BREAKER. 29 1 20* BEDROOM (TV). 30 1 20* REC: RESTROOM (TV) ***RUN 2#12, 1#12(G) IN 3/4" C FOR ALL BRANCH CIRCUIT WIRING. C 31 1 20* RECS: CONY. 32 1 20* RECS: OUTDOOR (GFI/WP) 33 1 20* RECS: KITCHEN FRIDGE 34 1 20 KITCHEN EXHAUST FAN 35 1 20* SMOKE DETECTORS 36 1 20 LIGHTING IST FL. 37 2. 50 CU-I** 38 I 20 LIGHTING FANS PROJECT ADDRESS: 49 I 1 20* REC: OUTDOOR BY CU 4P LIGHTING 1 20 OOUTDOOR 2 20 AC-1.1, AC 1** 57190 MAIN ROAD 43 2 20 ERV-I** 44 / 3#12, I#12(G) IN 3/4"C. SOUTHOLD, NY 11971 45 i 3#12, 1#12(G)IN 3/4"C 46 1 20 MOTORIZED DAMPER 47 1 20 LIGHTING: ATTIC 48 1 20 LIGHTING: 2ND FL. 49 1 20 SPARE 50 1 20 SPARE 51 52 53 54 55 56 57 58 59 60 * PROVIDE AND INSTALL AFCI TYPE BREAKER. **PROVIDE AND INSTALL HACR TYPE BREAKER. ***RUN 2#12, 1#12(G) IN 3/4" C FOR ALL BRANCH CIRCUIT WIRING. PROJECT SCOPE: SINGLE FAMILY HOME B O I CD 0 I 0 N I J W O DRAWING TITLE: 0 ELECTRICAL RISER DIAGRAMS AND W _ 0 SCHEDULES J O _ H O N i o J O 2 S ~ A O N J Q V O CL PROJECT# O Y DRAWING# REVISION# z E-101 28 OF 32 0 BSCAN STICKER O c� N W N U I 2 3 4 5 6 I 2 3 4 5 6 GENERAL POWER NOTES O _ I. ALL POWER CIRCUTIS TO BE CIRCUITED TO PANEL RP, UON. 2. NUMBERS ADJACENT OR POINTING TO RECEPTACLE INDICATE CIRCUIT NUMBERS. CONCRACTOR TO PROVIDE LABOR ARCHITECTURE ENGINEERING CONSUITING P,C, ELECTRICAL UTILITY METER. FINAL LOCATION AND MATERIAL REQUIRED TO COMPLETE CIRCUITING 330 WEST 38 STREET TO BE COORDINATED WITH UTILITY COMPANY ALL TO ITS RESPECTIVE PANELBOARD. #309 CU-1 3. ALL BRANCH CIRCUITS SHALL BE PROVIDED WITH SEPARATE NEW YORK, NY 10018 __— SERVICE DP GFI'r, - TEL: 212 380 6114 �� SWITCH 1�1) WP � NEUTRAL CONDUCTORS. FAX: 212 918 3439 -- ----- - — #417'.J! i � 4.TOILETE EXHAUST FAN TO BE TIED INTO EMAIL: INFO@NODENYC.COM - - --1 F - _ 1- -- LIGHT SWITCH_ CH CONTROL INSIDE RESTROOM ��VWW.NODEAEC.COM --� - - -- - -- J ( WP eo/2 E 200/150/2 CONSULTANTS: ___GF - I GFI GFI #(3739) SYMBOLS LEGEND 1 RP ( #34 T WALL MOUNTED IN A SINGLE GANG OUTLET BOX (2 SECT) _ KX #8, LL OUTLET (DUPLEX), 120 VOLT, 20 AMPS, GROUNDING GFI TYPE, TAMPER RESISTANT _ 30/311 #I I�' _ _GFI #12 WALL MOUNTED IN A DOUBLE GANG OUTLET BOX, _ (QUAD), 120 VOLT, 20 AMPS, GROUNDING TYPE, TAMPER RESISTANT #(42,44) WALL MOUNTED DUPLEX RECEPTACLE (GFI), 120 VOLT - © #14 20 AMPS, GROUNDING TYPE, TAMPER RESISTANT SCALE: I/4" = I'-0" -- - BACK-BOX F1 TV CABLE TV OUTLET BACK BOX WITH 3/4 CONDUIT DRAWN BY: NODE P.C. G I ---- — ------- ---- -- - STUB-UP q #3 To TELE/DATA OUTLINE WITH 3/4" LONDUIT STUB-UP. - - - -- CHECKED BY: NODE P.C. N GFI #12 I NODE STAMP & SIGNATURE I T S ATURE 4 l � I GFI �\ -- ---- - - �#13 J J JUNCTION BOXES (WALL, CEILING) — -- — { WP #GF TX EXHAUST FAN (TOILET) / / �` ` - -- - 07 WP EXHAUST FAN (KITCHEN) AD #5 -- MOTORIZED DAMPER _ e -9 _ - � �I � BYRNE ELLORA QI POWER/USB CHARGING STATION D - T r r--- \\ © DESK TOP RECESSED �... _. GFI \PP#3 BB BRANCH BOX COORDINATE EXACT LOCATION WITH \ / 1 GFI \ WP\ HVAC PLANS. =@#13 OWNER: #3 - - #7 #7 #7 #7 I #9 WP \\ - - -- __ --- - - ---- - - ELECTRICAL ABBREVIATIONS ABIDIN KANDIC WP #13 GFI - WP #13 GFI - -- -- WP , � #13 GFI WP� #13 G A AMPS { - FI \ C CONDUIT PP#5 � G GROUND _WP GFI GROUND FAULT INTERRUPTER �---- - -- - \ N.T.S. NOT TO SCALE PNL PANEL \ SS SERVICE SWITCH PP#7 '\, SEP SEWER EJECTOR PUMP REVISIONS/ISSUES SCHEDULE TV TELEVISION WP TYP TYPICAL NO# DATE DESCRIPTION UON UNLESS OTHERWISE NOTED V VOLTS W WATTS WP WEATHERPROOF \ `! O PHASE PP#7 C � I: ::��PP#2 PP#2 WP PANEL'PP' PP#2 F 30/2 PROJECT ADDRESS: PP ( ) - -------- - - - -- - -- - --- --------------- - - - -- \, ,., # 10,12 - - - ---- - --- � 0 MAIN ROAD \\ GFI SOUTHOLD, NY 11971 WP \ PP#4 BB \ E � 30/2 PP#(11,13) \ PP#4 \ \C \ \ \\ 3 T PROJECT SCOPE: \\ J $T PP#8 \\ �PP#6 SINGLE FAMILY \� PP#4 GFI WP HOME B \ \ GFI \ WP \ PP#7 ' GFI > � PP#4 WP J C> \ GFI 0 N PP#7 WP \ w o \ \ O i\ DRAWING TITLE: W IST FLOOR POWER PLAN J O S O N 0 a U) c U CL N PROJECT# o DRAWING# REVISION# W E-102 29 OF 32 o BSCAN STICKER 0 1 ST FLOOR POWER PLAN ui 2 1/4" = 1'-0" w N U i 2 3 I 4 5 6 I 2 3 4 5 6 GENERAL POWER NOTES a _ I. ALL POWER CIRCUTIS TO BE CIRCUITED TO PANEL RP, UON. 2. NUMBERS ADJACENT OR POINTING TO RECEPTACLE INDICATE CIRCUIT NUMBERS. CONCRACTOR TO PROVIDE LABOR ARCHITECTURE ENGINEERING CONSULTING P.C. AND MATERIAL REQUIRED TO COMPLETE CIRCUITING 330 WEST 38 STREET,#309 ALL TO ITS RESPECTIVE PANELBOARD, 3. ALL BRANCH CIRCUITS SHALL BE PROVIDED WITH SEPARATE NEW YORK, NY 10018 NEUTRAL CONDUCTORS. TEL: 212 380 6114 FAX: 212 918 3439 4.TOILETE EXHAUST FAN TO BE TIED INTO EMAIL: INFO@NODENYC.COM LIGHT SWITCH CONTROL INSIDE RESTROOM E- WWW.NODEAEC.COM SYMBOLS LEGEND CONSULTANTS: _- - 1 T WALL MOUNTED IN A SINGLE GANG OUTLET BOX �15 #15� �I OUTLET (DUPLEX), 120 VOLT, 20 AMPS, GROUNDING - - - #31 TYPE, TAMPER RESISTANT - LL #30 WALL MOUNTED IN A DOUBLE GANG OUTLET BOX. (QUAD), 120 VOLT, 20 AMPS, GROUNDING TYPE, #15 - I TAMPER RESISTANT -I I I I I � #25 — OL f #31 #31 WALL MOUNTED DUPLEX RECEPTACLE (GFI), 120 VOLT l-1- I 20 AMPS, GROUNDING TYPE, TAMPER RESISTANT SCALE: 1/4" = I'-0" TV CABLE TV OUTLET BACK-BOX WITH 3/4" CONDUIT DRAWN BY: NODE P.C. STUB-UP 1 T i-.. �- - I �- #I5 � I _ _ D t TELE/DATA OUTLINE WITH 3DUI STUB UP CHECKED BY: NODE P.C. t -. - - - #(42,44) #25 #25 . - ----- - I I NODE STAMP & SIGNATURE 012 — —� --�_ \\\ \\ 0 O JUNCTION BOXES (WALL, CEILING) / T - \. ,. \ #31 f.,..;, - - - N#17 - - --.----- #31 L. , T_ [ � t - --- � r-- -- #28 I� LL r #17 ' �cFl PGF 1 [ -1 -I \ TX EXHAUST FAN (TOILET) • i --' - --- — -- / -- - - #22 - ---- AC-2.I #18 - ----- — - - --- - - ---- l -- -- o. LT � `\ EXHAUST FAN (KITCHEN)#27 #27 WP � GFI #19#19 #22 #32#I6 MOTORIZED DAMPER I I I BYRNE ELLORA QI POWER/USB CHARGING STATION 1 Res D �� IIS #19 GFI cFi BRANCH BOX COORDINATE EXACT LOCATION WITH / #24 I � - I � � BB #23 #20 HVAC PLANS. — ! LL \ OWNER. Iill - C�= #2 I ELECTRICAL ABBREVIATIONS ABIDIN KANDIC - #22=C�= - - - — a,. A AMPS C CONDUIT - - #21 #22 - -- - -- #29 \ \ G GROUND #27 - - #32� ` ' GFI GROUND FAULT INTERRUPTER I 1 . WP S SCALE N �-� L - r ' -------- - --7 L PANEL GFI \ \ N T , - -1-- I 1 I - - - - - --` - - - - - - T - SS SERVICE , a \ _ I Z T i j \ i I `�\\ SWITCH T__ 1 -- - _ --�-�-__- -- -- - � t � `� SEP SEWER EJECTOR PUMP ' _ -, — '\ 1 1 � \ REVISIONS/ISSUES SCHEDULE -I - I -_ -I I -. �-•-' \\ TV TELEVISION — — — — — — — i ? \� 1 -._-[ I -, TYP TYPICAL NO# DATE DESCRIPTION UO OTHERWISE NOTED --_ --- N UNLESS V VOLTS \ W WATTS \ WP WEATHERPROOF \ O PHASE \ r \ \ \ \ \\\ PROJECT ADDRESS: 2ND FLOOR POWER PLAN 57190 MAIN ROAD SOUTHOLD, NY 11971 I1/411 = 11_01 I J I- I - - -L -1 _ I h J , - --- - - -- - PROJECT SCOPE: SINGLE FAMILY 1 �•JT i HOME B ,MDi II; #(42,44) # 45) s0 ' 02 - f I AC-2.1 �a! I ERV-1 — 0 I 1i 0 N - - J it w i 0 o DRAWING TITLE: � I�1 J U iIl L 2ND FLOOR POWER _jI,11 I I PLAN 0 I , i h o [ j - - p ; ,�-{ -'' -- - ~ 'T----- -t- > - J - �- r �._ J. - _ _ T f I 1 } I [ I F o A � I � i t T l J I i T r - } 1 1 T l i j- -}-- --- I a l - i - - Z '--i- -'- -r- �1-- --'--i—'t ' -�r �. J j �I i r r f - I I I r PROJECT# IL � 1 1 , DRAWING# REVISION# LLJz E-103 30 OF 32 O 0 ATTIC POWER PLAN BSCAN STICKER 2 U 2 3 4 I 5 6 I 2 3 4 5 6 GENERAL LIGHTING PLAN NOTES O _ I. ALL LIGHTING CIRCUITS TO BE CIRCUITED TO PANEL RP,UON. 2. NUMBERS ADJACENT, OR POINTING TO LIGHT FIXTURES AND S&CMD ARCHITECTURE ENGINEERING CONSULTING P.C. INDICATE CIRCUIT NUMBERS. 330 WEST 38 STREET,#309 CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL. REQUIRED TO NEW YORK, NY 10018 INTERCONNECT FIXTURES WITH SAME CIRCUIT NUMBERS, AND TO ------ ; COMPLETE THE CIRCUITING BACK TO ITS RESPECTIVE PANEL BOARD, TEL: 212 380 6114 -- - - _ FAX: 212 918 3439 T- - ---- -------I 3 EMAIL: INF ODENYC.COM O@N f ° ! . CONTRACTOR SHALL PROVIDE LABOR AND MATERIAL. REQUIRED TO INTERCONNECT FIXTURES ON THE SAME Db SWITCH LEG AND TO COMPLETE VVV\M/.NODEAEC.COM E —� DESIRED SWITCHING/DI 03 I _ \ EllItn #36 ,' #36' UP TO 2ND FL-" ` - 1 \ - _ 4. ALL BRANCH CIRCUITS SHALL BE PROVIDED WITH SEPARATE NEUTRAL CONSULTANTS: I o \ � I I � 1 1 \ i CONDUCTORS. - \ i " #36 #36 1 _ 1 t ``. I -_-� __-� _ ,- _-_I--_� #36 - _ _ � / t � 5. ALL LUMINAIRES ARE SPECIFIED AS LED HIGH EFFICACY, NO FLOURESCENT b LUMIANRS SPECIFIED / #36 1 #36 �? SYMBOLS LEGEND j t #36_ #36 j 1 _ - - - - - - Q #36 I f 1 RECESSED CEILING LIGHT SCALE: I/4 I - 0#36#400-1-:1 \ , 1 - , -- #36 _ -I� RECESSED CEILING WALL WASHER DRAWN BY: NODE P.C. Dl' #36 i/ ----- --- --�\.. -- -' 1 i ---- ------ SURFACE MOUNTED LIGHT CHECKED BY: NODE P.C. #36 � - - -- - - I NODE STAMP 8 SIGNATURE� - - -- -- -- - - PENDANT LIGHT — CEILING FAN*36 #36 \ #361 #36 #36 'l F 1 � I \ 1 Of \ WALL SCONCE EXTERIOR WALL SCONCE WEATHERPROOF #36 PP#9 I \ \ SWITCH - SINGLE POLE MOUNTED IN A SINGLE --- - - - - - - - #36 - - -- - -- -- - - - -- - - #36, \ 11 GANG BOX. OWNER: -- -- 1 ° r DS .DS -- - ---------- -- - ---- D3 ---..*'r=-�=_"-�. .. -.- — ----- --------- -- - -- -` ' '_- - - - -�— nlD - - - - -- --- - --- - - - ' DS D ." , PP#9 , ABIDIN KANDIC T \ - -' \ I \ DIMMER - THREE WAY MOUNTED IN A SINGLE GANG -� I BOX �D4 DIMMER - FOUR WAY MOUNTED IN A SINGLE GANG �PP#9 1 I \ BOX. #40 #40 #40 - #40 #40 `- - _ _ #40 ; \ \ 11 11 ` \ �D DIMMER SWITCH HARD WIRED, CEILING MOUNTED, COMBINATION PP#9 \ D SMOKE & CARBON MONOXIDE ALARM EQUIPPED WITH \ BATTERY BACKUP \\ \ 1 \ REVISIONS/ISSUES SCHEDULE ` #38 #38 #38 1 PP#9 RECESSED CEILING SPEAIKER _ \ r, -o I �� ® NO# DATE DESCRIPTION \ ELECTRICAL ABBREVIATIONS \ PP#9 r - - - ,' PP#9 A AMPS -- - - ' C CONDUIT C f G GROUND 1 PP#9 GFI GROUND FAULT INTERRUPTER / N.T.S. NOT TO SCALE 1 �-Q PNL PANEL / I SS SERVICE SWITCH PROJECT ADDRESS: -- - - - - -- - - ----- - - --- - 1\ \\ SEP SEWER EJECTOR PUMP - - -- TV TELEVISION 57190 MAIN ROAD \� TYP TYPICAL SOUTHOLD, NY 11971 `\ LION UNLESS OTHERWISE NOTED V VOLTS PP#9 I: W WATTS WP WEATHERPROOF 1 \ O PHASE PP#9 NOTE: \ I I. PROVIDE AIR SEALS AT ALL LIGHT FIXTURES LOCATED IN EXTERIOR WALLS ROOF CEILING 1 2. ALL LIGHTS IN DWELLING UNITS ARE HIGH EFFICIENCY DIMMABLE LED LAMPS CONTROLLED MANUALLY BY OCCUPANT \ / PROJECT SCOPE: PP#9 SINGLE FAMILY \ I ' HOME \ \ PP#9 _ \ C) K" \ C) \ o I J \ \ W DRAWING TITLE: IST FLOOR LIGHTING W PLAN O O =' x F- O x x � A \\ i U \ O ; CL % PROJECT# DRAWING# REVISION# W E-104 31 OF 32 Z , 0 cn (2 1 ST FLOOR LIGHTING PLANcn BSCAN STICKER x 1/4 — -0 1 Lu N V I I 2 3 4 5 6 2 3 4 5 6 GENERAL LIGHTING PLAN NOTES O _ I. ALL LIGHTING CIRCUITS TO BE CIRCUITED TO PANEL RP,UON. %%`-..10 -- 2. NUMBERS ADJACENT, OR POINTING TO LIGHT FIXTURES AND S&CMD ARCHITECTURE ENGINEERING CONSULTING P.C. INDICATE CIRCUIT NUMBERS. 330 WEST 38 STREET,#309 CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL. REQUIRED TO NEW YORK,NY 10018 INTERCONNECT FIXTURES WITH SAME CIRCUIT NUMBERS, AND TO TEL: 212 380 6114 COMPLETE THE CIRCUITING BACK TO ITS RESPECTIVE PANEL BOARD. FAX: 212 918 3439 3. CONTRACTOR SHALL PROVIDE ALBOR AND MATERIAL. REQUIRED TO EMAIL: INFO@NODENYC.COM INTERCONNECT FIXTURES ON THE SAME SWITCH LEG AND TO V✓ "NODEAEC.COM E COMPLETE DESIRED SWITCHING/DIMMING. 4. ALL BRANCH CIRCUITS SHALL BE PROVIDED WITH SEPARATE NEUTRAL CONSULTANTS: CONDUCTORS. #48 5. ALL LUMINAIRES AI ARE SPECIFIED AS LED HIGH EFFICACY, NO FLOURESCENT #48 D3 DN TO IST FL I ! �I, II � , I I LUMIANRS SPECIFIED -- fl ► i ! y \ L � I _ I � I tI I� ' I �I II SYMBOLS LEGEND #48 #48 RECESSED CEILING LIGHT SCALE: I/4" I(D#35 #48 p p , #48 -0" - - 0 RECESSED CEILING WALL WASHER DRAWN BY: NODE P.C. T I E 448 SURFACE MOUNTED LIGHT CHECKED BY: NODE P.C. #35� / — — — NODE STAMP & SIGNATURE J i I #48 - g l l - LIGHT T �#35 --, - - - \ �.-( 4 °3 PENDANT LIG T n A �4 - - - � ' Ili i i I iI i -?- - ) 1 ,\ / lr C�ye f•�' \ F 1 t 35 \ /�c� o. - - -- - - I � L I III �c. " )SARI � °4 #48 D3 CEILING FAN — G#35 N / i #48 - - I t WALL SCONCE D D4 _ // #48 I r EXTERIOR WALL SCONCE WEATHERPROOF ° UP TO ATTIC _1 #48 I \ I r \ SWITCH - SINGLE POLE MOUNTED IN A SINGLE #48 /I / `� \ r I I �` OWNER: r \ \ I I I I \ GANG BOX. ABID D I IN KAN IC � \ D3 #48 DIMMER - THREE WAY MOUNTED IN A SINGLE GANG d #48 #48d -- ./ -- - - - - . BOX. r� I, I I l ----- — - #48 0 �' i ( \\\ Da DIMMER - FOUR WAY MOUNTED IN A SINGLE GANG BOX. \ D DIMMER SWITCH I #48 I I , I 'a - L `� -- \ CEILING MOUNTED, COMBINATION ----------------- -- J SMOKECARBON MONOXIDE ALARM EQUIPPED WITH — - - l 1 I i 1 ' - —T - BATTERY BACKUP ? 1 - r - -I - I I I 1 - ' T REVISIONS/ISSUES SCHEDULE - [ J -?- 1 -- - - - - SPEAKER - - - - - I E E I - r I I ,, l -I I \\ \ � RECESSED CEILING; r C - [ r i T I '� I T r1 , T � 1 - - - - - I NO# DATE DESCRIPTION I ' ' i \ ELECTRICAL ABBREVIATIONS 1A s A AMPS C CONDUIT G GROUND C \\ 'k GFI GROUND FAULT INTERRUPTER �\ N.T.S. NOT TO SCALE PNL PANEL Y, , , \ ', , i 1?; \�\ SS SERVICE SWITCH PROJECT ADDRESS: "�, SEP SEWER EJECTOR PUMP TV TELEVISION 57190 MAIN ROAD 1 2ND FLOOR LIGHTING PLAN TYP UON UNLESSOTHERWISENOTED 1/4" _ 1'-0" SOUTHOLD NY 11971 V VOLTS W WATTS WP WEATHERPROOF O PHASE NOTE: I. PROVIDE AIR SEALS AT ALL LIGHT FIXTURES LOCATED IN EXTERIOR WALLS ROOF CEILING - !, FICIENCY DIMMABLE -I -�- �- � -' ' I % I ' Y I I� 1 i �- ��,Ir I I ( I � I � _ r { LED - -: I _ I I -I - - - - i� - '! LAMPS CONTROLLED MANUALLY T YAOCCUPANTF - f - r , -� \ l r 1 I - - -- - - - - I I I ! r -! I - - r— —I I I I 1 T L- 1 J ? A -i - PROJECT SCOPE: - E FAMILY ; B - - - - - - - - - - - - - - - - - ---- - -- - - -_ - -- --- - - ----- - - - - ! - - - - - - - - - - - - - - - - - - - - - - - - - - - I #47 #47 #47 #47 > IIIit � it r II I o I I it w o I; I —DOWN TO SWITCH �/ + DRAWING TITLE: -! — I , - -- - 2ND FL LIGHTING N 'Er' ! - [�---_ _ - ---- -_ __===_-0- - - - _ --- -- - - - - -- -- -- -�-- ' - - — PLAN o #47 #47 #47 I o ---- `i o � r, _. =O A I T i ' [ I _ I �I ' I I i I I I I : J - I -- - 1 T l � T , - - — _ 1 I — —' — 1— —; r I �— — _ — —I — � — I — — - T- --,t- . — — — — -- — t— ' — — I ? -� - ---1 - I I _.l -I l r - I - - - - -� - i , I T —I_ -I 1 J: '- 7 PROJECT# i — 1 T � ' � J { I I I i -I -- -_ l i N -- — — — -- — DRAWING# REVISION# : W Z E-105 32 of 32 --- -- — —=-- ----- — — -- BSCAN STICKER 3 ATTIC LIGHTING PLAN U) N 1/411 = 1'-0" W U) I 2 3 4 5 6