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HomeMy WebLinkAbout51088-Z �oy�a�F SOUry°�o Town of Southold * * P.O. Box 1179 53095 Main Rd UNn N Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 46261 Date: 06/23/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 275 Miriam Rd Mattituck, NY 11952 Sec/Block/Lot: 9 9.-1-2 8 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 06/15/2022 Pursuant to which Building Permit No. 51088 and dated: 08/20/2024 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 finished basement, garage under, covered front porch and rear covered porch with deck above as applied for per ZBA#7567, dated 1/20/2022. Note: Minimum of 50% of basement area must remain at least 6 feet below grade. The certificate is issued to: Nicholas Constantine,Anastasia Constantine Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-0358 6/17/2025 ELECTRICAL CERTIFICATE: 48192 05/29/2024 PLUMBERS CERTIFICATION: Nicholas Constant' 03/02/2025 Au o ized ignature �ao�suFFQ �o. TOWN OF SOUTHOLD aye BUILDING DEPARTMENT y :x TOWN CLERK'S OFFICE oy_• o�g SOUTHOLD, NY oiol,�, ya 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#: 51088 Date: 8/20/2024 Permission is hereby granted to: Constantine Jr, Nicholas 166-38 14th Ave Beechhurst, NY 11357 To: Demolish existing dwelling and construct new single family dwelling as applied for, with SCHD approval and as per ZBA#7567 approval & conditions. Replaces BP#48192 *NOTE: -Minimum of 50% of basement area must remain at least 6 feet below grade. At premises located at: 275 Miriam Rd, Mattituck SCTM #473889 Sec/Block/Lot# 99.-1-28 Pursuant to application dated 6/15/2022 and approved by the Building Inspector. To expire on 2119/2026. Fees: PERMIT RENEWAL $1,040.10 Total: $1,040.10 Building Inspector o�SUFFnt,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT y _x. TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48192 Date: 8/19/2022 Permission is hereby granted to: Constantine Jr, Nicholas 166-38 14th Ave Beechhurst, NY 11357 To: Demolish existing dwelling and construct new single family dwelling as applied for, with SCHD approval and as per ZBA#7567 approval & conditions. *NOTE: Minimum of 50% of basement area must remain at least 6 feet below grade. At premises located at: 275 Miriam Rd., Mattituck SCTM #473889 Sec/Block/Lot# 99.-1-28 Pursuant to application dated 6/16/2022 and approved by the Building Inspector. To expire on 2/18/2024. Fees: DEMOLITION $439.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,331.20 CO-NEW DWELLING $50.00 Total: $2,820.20 Building Inspector o��OF SO�T�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(c-town.southold.ny.us Southold,NY 11971-0959 0 OUNVI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Nicholas Constantine Jr Address: 275 Miriam Rd city.Mattituck st: NY zip: 11952 Building Permit* 48192 section: 99 Block: 1 Lot: 28 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Tucker Electric License No: 4926ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 47 Ceiling Fixtures 7 Bath Exhaust Fan 6 Service 3 ph Hot Water Gas Plug Mold 8' Wall Fixtures 20 Smoke Detectors 5 Main Panel 200X2 A/C Condenser 2 Single Recpt Recessed Fixtures 65 CO Detectors Sub Panel A/C Blower 2 Range Recpt 50A Ceiling Fan Combo Smoke/CO - 2 Transfer Switch 400A UC Lights 30' Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect 2 Switches 64 4'LED Exit Fixtures Sump Pump Other Equipment: Heaters (6) , Fridge, Mini Fridge, (2) DW, W/D, Microwave, Elevator Disconnect, Hood, Oven, 200A Panel (2), 400A Transfer Switch - NO GENERATOR Notes: Two Story w/ Finished Basement Inspector Signature: Date: May 29, 2024 S.Devlin-Cert Electrical Compliance Form sufF04Zr- r Town Hall Annex ',Telephone(631)�6 18(4 r 54375 Main Road P.0. Box 1179 ae rs 1' Southold,NY 11971-0959 - S APR 2 3 2025 k BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. /V Owner: (Please print) Plumber: /&/`// `44-s dA,a.SrIt�1o'27,V4-f- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this a day of_M C-,(((n , 20 a 5 MINDYA.BIRNBAUM Notary Public, �tw U,r L fup Notary.Public-State of New York 02814804430 Qualified in New York County ';Commission Expires 7 OF SOUIyO� -- �( TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [v FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE �� '1�?/ INSPECTOR llj7L 6 6 �F SOUIh�� # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm, '' 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PL13G.Wywn� [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: L) DATE 10 'Y INSPECTOR OF SOUIyO<o # * TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R MARKS: W QC4 o V . cwz- DATE INSPECTOR a0F 50UTy I 1 w1 Z 5 r 0. how o� f # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DQ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: No S er L) 4C'e i a3 DATE l � � INSPECTOR ��� �O�aOF SOGIyO� # * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O [ ] RENTAL REMARKS: l 59qlv1 o `1 ul/t vu &MAL DATE CIA 11 INSPECTOR gSOUIyO� i CS Z, -� / S_ / `I,-/ .Q.M' # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION. ' [. ] 'FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING./STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL:(FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ '] RENTAL REMARKS: a f M Jif" -(G W S et2 ,!a C 4_IN EXPVCK DATE S; INSPECT.08 OE SOUTyO� * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ]' FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. - [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE-& CHIMNEY - [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ . ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ . ] PRE C/O [ ] RENTAL REMARKS: 1" 19 &A� T 3 6wke, 0007 DATE I� . - 'INSPECTOR • . .. ,. E ram, E OCT 2 5- 2022 ry BUILUNC DEFT. October 23, 2022 275 Meriam Road, Mattituck Building Inspector Town of Southold Main Road Southold, NY 11971 Dear Sir, . I have inspected the footings for the foundation wall and retaining wall and also reinforcing. I have aslo inspected the damproofing for the foundation wall. I certify to the best of my•knowledge that the been constructed in accordance.plans submitted and with New.York State Building Codes. BOARD CERYWIED IN. STRUCTURAL 'ENGINEERING JOSEPH@FISGHETTI.CQM _,FISCHETTIENGINEERI'NG.CciNI 631 -765-2954 c • 1 725 H OBART RCIAD 50. UTHC3LD , N Ew YE3RK 1 1971 Building Envelope and Duct Tightness Report 2020 Energy Conservation Construction Code of New York State Address of Test: 275 Miriam Road,Mattituck Test Date: 10/9/2024 Building Permit# } .' Compliance Pathway: Prescriptive Testing completed by: David Maschke RESNET Rater ID#: 2430490 Integrity Home Energy Assessments NATE ID#: 8008195 68 North Paquatuck Avenue ICC ID#: 8261207 East Moriches, NY 11940 BPI ID#: 5005793 (631)325-4006 Building Envelope Tightness Threshold: 2020 ECCCNYS ( 53.0 ACH50) Volume Calculations: Check if: Floor Area Height Volume 0 Conditioned Basement Basement 1,086 8.0 8,688 ❑Conditioned Crawl space 1st Floor 1,609 9.5 15,286 ❑Sealed Attic 2nd Floor 1,609 8.5 13,677 Sealed Attic 0 Total Volume: 37,650 Area Calculations: Floor Area: NA Ceiling Area: NA Wall Area: NA per" 2 Total Envelope Area: 0 V 7 CFM @ 50pa: 1595 CFM/ftZ: Air Changes/Hour @ 50 'a: 2.54 Code Compliance •'177"-PASS Duct Tightness : Post Construction Test -Total Duct Lea age - System#1: 1st Floor Duct Location: None/Ductless Floor Area: 1,609 Leakage, CFM @ 25pa: CFM/100 ftZ CFA: 0.00 Code Compliance: N/A System#2: 2nd Floor Duct Location: None/Ductless Floor Area: 1,609 Leakage: CFM @ 25pa: CFM/100 ftZ CFA: 0.00 Code Compliance: N/A Building envelope tightness has been verified using instruments and procedures specified in ASHRAE/ASTM E779 or ASTM E 1827 as required by the 2020 Energy Conservation Construction Code of New York State. The home is further certified to be in substantial compliance with Residential Chapter 4 of the 2020 Energy Conservation Construction Code of New York State. Signature: Date: 10/9/2024 David Maschke, Integrity Home Energy Assessments IHEA 1114 Northeast Installation Company, Inc. 68 S.Service Rd.suite 100 Melville, New York 11747 (516)993-3513•Fax(631)941-1253 October 31,2024 Mr. Nick Constantine 275 Mariam Rd. Mattituck, NY Dear Mr.Constantine, Please accept this letter as certification.The new Fox Valley Residential elevator located at 275 Mariam Rd.has been installed as per factory standards and specifications.All necessary tests have been performed and the unit is ready for service. Thank you, Michael B Fogarty President Northeast Installation Co., Inc. 68 South Service Rd. STE 100 Melville, NY 11747 r yr % x 'a t r SL- y r ' J • i uv, APR + I MONO mow 1 -Do, >t� .yy irtfi r � Y F s.. - t 1 � 1 1 s r 4 r t W ; i _ r i 275 Miriam Road, Mattituck HVAC Load Calculations for Nicholas Constantine f INTEGRITY HOME ENERGYASSESSMENTS Prepared By: David Maschke Integrity Home Energy Assessments LLC 68 North Paquatuck Avenue East Moriches, NY 11940 631-325-4006 Friday,October 11,2024 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D. Disclaimer The following pages summarize the heat gain and heat loss of the building using the ACCA Manual J8 calculation procedure. The calculations are based on the information given to Integrity Home Energy Assessments in the form of drawings, sketches,and interviews. In certain cases. Integrity Home Energy Assessments may make assumptions about design conditions that may or may not be accurate for the location of concern. It is the responsibility of the installing HVAC contractor to verify the design conditions before equipment purchase and installation. Any load calculations provided in the following pages are based upon information provided by the party submitting a particular project to Integrity Home Energy Assessments. Integrity Home Energy Assessments has not and does not independently verify that the data provided to Integrity Home Energy Assessments is correct or complete, and any calculations made by Integrity Home Energy Assessments are based upon the information provided by third parties. Integrity Home Energy Assessments makes no claim that the information given to us is correct or complete. Integrity Home Energy Assessments utilizes Elite RHVAC v.9 which is an ACCA Certified and ASHRAE recommended computer program to determine the heating and cooling loads presented in this report. If the information given to Integrity Home Energy Assessments is accurate, and the building is built as per the plans submitted,then the load calculations presented in this report can be assumed to be accurate.A licensed mechanical contractor may use these calculations as a starting point in system sizing and selection. Integrity Home Energy Assessments does not provide architectural or engineering plans or diagrams for the public or for use by contractors or construction companies as final."construction documents". Integrity Home Energy Assessments works with architectural and engineering firms and with contractors in connection with their designs of heating and air conditioning systems. Manual S calculations in this report are based on AHRI nominal equipment performance values.Actual performance must be calculated from manufacturer expanded performance tables using proper design conditions. The Duct Size Preview report is for reference only and is not a substitute for a proper Manual D,nor should it be used for the calculation of a proper Manual D. Final HVAC sizing and selection should be done by a licensed HVAC contractor. Many factors beyond the scope of this report must be considered prior to final system selection and design, such as: internal loads, exact equipment availability and selections, system controls and location of controls,system air distribution and cycling.Uniform Building Code requirements,Uniform Mechanical Code requirements,and many other standard design conventions as listed by the American Society of Heating,Refrigeration, and Air Conditioning Engineers(ASHRAE). It is up to the installing HVAC contractor to properly install,test, and verify all components of the HVAC system. All installing HVAC contractors are expected to follow ACCA Standards 5 and 9 for quality HVAC equipment installation. Integrity Home Energy Assessments therefore assumes no liability for final equipment selection or final system design.Various modifications to the information provided to Integrity Home Energy Assessments may have occurred after this design support information was prepared,which would require that this design support information be modified in order to be accurate.After reviewing Integrity Home Energy Assessments' report,and prior to any system purchase or installation,please inform Integrity Home Energy Assessments in writing of any changes which may alter the assumptions and calculations contained in this report. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assmnts 275 Miriam-Road,Mattituck East Moriches,NY 11940 Page 2. Project Report General Project Information Project Title: 275 Miriam Road, Mattituck Project Date: Friday, October 11,2024 Client Name: Nicholas Constantine Company Name: Integrity Home Energy Assessments LLC Company Representative: David Maschke Company Address: 68 North Paquatuck Avenue Company City: East Moriches, NY 11940 Company Phone: 631-325-4006 Company E-Mail Address: IHEA@optonline.net Design Data Reference City: Westhampton, New York Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 836 CFM Per Square ft.: 0.194 Square ft. of Room Area: 4,303 Square ft. Per Ton: 2,111 Volume(ft3): 35,212 [O*ing Loads Total Heating Required Including Ventilation Air: 39,343 Btuh 39.343 MBH Total Sensible Gain: 18,348 Btuh 87 % Total Latent Gain: 2,751 Btuh 13 % Total Cooling Required Including Ventilation Air: 21,099 Btuh 1.76 Tons(Based On Sensible+ Latent) 2.04 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Friday, October 11, 2024, 6:34 PM Rhvac-Residential&Light Commercial HVAC Loads ® Elite Software Development,Inc. Integrity Home Energy Assmnts 275 Miriam Road,Mattituck East Moriches,NY 11940 Page 3 Miscellaneous Report System 1 2nd Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb ,Wet Bulb Rel.Hum Rel.Hum._- Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2 2nd Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs _ Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 0 ft./min 0 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.130 AC/hr 0.070 AC/hr 76 CFM 41 CFM Infiltration Actual: 0.182 AC/hr 0.146 AC/hr Above Grade Volume: X 35,212 Cu.ft. X 35,212 Cu.ft. 6,419 Cu.ft./hr 5,131 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 107 CFM 86 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration&Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.130 AC/hr(45 CFM), Construction: Summer Infiltration Specified: 0.070 AC/hr(24 CFM), Construction: —System 2--- Infiltration&Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.130 AC/hr(31 CFM), Construction: Summer Infiltration Specified: 0.070 AC/hr(17 CFM), Construction: Friday, October 11, 2024, 6:34 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assmnts 275 Miriam Road,Mattituck East Moriches,NY 11940 Page 4' Load Preview Report Net Rec t2 Sen Let Net Sen � � � Duct Scope Ton Ton iron Area Gain Gain Gain Loss CFM CFM CFM Size Building 1.76 2.04' 2,111, 4,3031 18,348, 2,751, 21,099 39,343' 51Z 836 836 System _ 1.17' 1.33 2,032 2,694 11,935: 2,046', 13,981, 24,591' 320' 544 544, 9x13 Zone 1-CIg.:32%,Htg.:36% 1,086. 4,446 261 4,707 8,900' 116, 203 203: 6x9 1-Lower Level 1,086 4,446 261 4,707: 8,900` 116 203` 203' 2-7 _ . _ . . 1,608 9,572; 1,785; 11,357 Zone 2-Clg.:68%,Htq.:64% ' 15,691 204' 43ti 436' 8x12 2-Dining/KtcheNGreatRoom 797 5,280 1,389! 6669` 7,799 102; 241 241' 3-6 3-HalUPowderRoom 338' 1,620' 71 1,691 1,914 261 74 74, 1-6 4-Guest Room 270� 1,308' 184 1,492, 3,331 43. 60 60 1-5 5-Study 203 1,364 141 1,505; Z647 34: 62' 62 1-6 System 2 0.59: 0.71 2258' 1,609 6,413' 705, 7,1% 14,752: 192, 292 292 7x10 Zone 1 1,609 6,413' 705. 7,118 14,752. 192, 292' 292 7xl0 6-Master Suite 684' 2,435, 279 2,714' 6,328 82; 111. 111 2-5 7-HaIlBath 460_ 1,968 137 2,105 3206' 42 90< 90 1-6 8-Bedroom 1 268i 1,031 168 1,199� 2,934 38 47` 47 1-5 9-Bedroom 2 197 979 121, 1,100. 2,284 30, 45 45 1-5 Sum of room airflows may be greater than system airflow because system has multiple zones. Friday, October 11, 2024, 6:34 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assmnts 275 Miriam Road,Mattituck East Moriches,NY 11940 E Pa e 5 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain Andersen 400 FWD: Glazing-Andersen A-series FWD 147.7 2,658 0 1,493 1,493 .30/.21 w/grills, U-value 0.3, SHGC 0.21 Andersen 400 CAS: Glazing-Andersen 400 series CAS 288.7 4,846 0 5,401 5,401 .28/.32 no grills, U-value 0.28, SHGC 0.24 Andersen 400 SGD: Glazing-Andersen PIC.30/.26 192 3,456 0 17416 1,416 w/grills, U-value 0.3, SHGC 0.26 Steel Insulated R& Door-Steel Insulated R5, U-value 0.2 20 240 0 76 76 15BO-8sf-6: Wall-Basement, , R-8 board insulation to 653.3 2,607 0 78 78 floor, no interior finish, 6'floor depth, U-value 0.056, above grade U-value 0.1 12C-Osw:Wall-Frame, R-13 insulation in 2 x 4 stud 255.3 1,394 0 337 337 cavity, no board insulation, siding finish,wood studs, U-value 0.091 14E-10-8c: Wall-two courses brick, brick on concrete or 8 111 526 0 39 39 inches concrete, 8 inches of 140#concrete with R-10 board insulation, U-value 0.079 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 2672.2 10,420 0 1,440 1,440 cavity, no board insulation, siding finish,wood studs, U-value 0.065 R35 HDF: Roof/Ceiling-Roof Joists Between Roof Deck 1086 2,541 0 635 635 and Ceiling or Foam Encapsulated Roof Joists, Custom, R35 closed cell SPF in 2x12 rafter, U-value 0.039 1613-38: Roof/Ceiling-Under Attic with Insulation on Attic 1609 2,510 0 1,799 1,799 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation, U-value 0.026 20P-30: Floor-Over open crawl space or garage, 524 1,100 0 55 55 Passive, R-30 blanket insulation, any cover, U-value 0.035 - Subtotals for structure: 32,298 0 12,769 12,769 People: 5 1,000 1,150 2,150 Equipment: 0 3,678 3,678 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 107, Summer CFM: 86 7,045 1,751 751 2,502 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Exhaust: Winter CFM: 75, Summer CFM: 75 Total Building Load Totals: 39,343 2,751 18,348 21,099 Check Figures Total Building Supply CFM: 836 CFM Per Square ft.: 0.194 Square ft. of Room Area: 4,303 Square ft. Per Ton: 2,111 Volume(ft3): 35,212 Building Loads Total Heating Required Including Ventilation Air: 39,343 Btuh 39.343 MBH Total Sensible Gain: 18,348 Btuh 87 % Total Latent Gain: 2,751 Btuh 13 % Total Cooling Required Including Ventilation Air: 21,099 Btuh 1.76 Tons(Based On Sensible+ Latent) 2.04 Tons(Based On 75% Sensible Capacity) Notes. Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Friday, October 11,2024, 6:34 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assmnts 275 Miriam Road, Mattituck East Moriches,NY 11940 Page 6 Total Building Summary Loads (contV Notes Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Friday, October 11, 2024, 6:34 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assmnts 275 Miriam Road,,Mattituck East Moriches,NY 11940 _ Page 7 Manual 0 Performance Data - System 1 Lower Level and 1st Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 11.935 Outdoor Wet Bulb: 71 Latent Gain: 2.046 Indoor Dry Bulb: 75 Total Gain: 13.981 Indoor RH: 50 Load SHR: 0.85 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 24.591 Indoor Dry,Bulb: 70 Entering Dry Bulb: 70.0 Indoor RH: 30 Supply Airflow: 320 Equipment Performance Data at System Design Conditions VRF equipment selected - Exempt from Manual S sizing requirements per 2020 Residential Code of NYS section M1401.3 Cooling: Model Type:Air Source Heat Pump, Outdoor Model: MXZ-SM48NAMHZ, Indoor Model: MXZ-SM48NAMHZ Nominal Capacity:48.000, Manufacturer: Mitsubishi Electric Interpolation Results: Percent Load of Load Sensible Capacity: 36.000 11.935 302% Latent Capacity: 12.000 2.046 587% Total Capacity: 48.000 13.981 343% Heating: Model Type:Air Source Heat Pump, Model: MXZ-SM48NAMHZ, Nominal Capacity: 54.000, Manufacturer: Mitsubishi Electric Results: Percent Load of Load Heating Capacity: 54.000 24.591 220% Friday, October 11, 2024, 6:34 PM Rhvac-Residential&Light'Commercial HVAC Loads ® Elite Software Development,Inc. Integrity Home Energy Assmnts 275 Miriam Road, Mattituck East Moriches;NY 11940 Page 8 Manual S Performance Data - System 2 - 2nd Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 6.413 Outdoor Wet Bulb: 71 Latent Gain: 0.705 Indoor Dry Bulb: 75 Total Gain: 7.118 Indoor RH: 50 Load SHR: 0.90 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 14.752 Indoor Dry Bulb: 70 Entering Dry Bulb: 70.0 Indoor RH: 30 Supply Airflow: 192 E ui meat Performance Data at System Design Conditions VRF equipment selected- Exempt from Manual S sizing requirements per 2020 Residential Code of NYS section M1401.3 Cooling: Model Type:Air Source Heat Pump, Outdoor Model: MXZ-SM48NAMHZ, Indoor Model: MXZ-SM48NAMHZ Nominal Capacity:48.000, Manufacturer: Mitsubishi Electric Interpolation Results: Percent Load of Load Sensible Capacity: 36.000 6.413 561% Latent Capacity: 12.000 0.705 1702% Total Capacity: 48.000 7.118 674% Heating: Model Type:Air Source Heat Pump, Model: MXZ-SM48NAMHZ, Nominal Capacity: 54.000, Manufacturer: Mitsubishi Electric Results: Percent Load of Load Heating Capacity: 54.000 14.752 366% Friday, October 11, 2024, 6:34 PM Rhvac-Residential&Light Commercial HVAC Loads ® Elite Software Development,Inc. Integrity Home Energy Assmnts 275 Miriam Road,Mattituck East Moriches, NY 11940 Pa e 9 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg , Duct Duct Sens Lat ,CIg Sys. No Name SF Btuh CFM Size - Vel Btuh Btuh, CFM CFM --Zone 1--- ' 1 Lower Level 1,086 8,900 116 2-7 379 4,446 261 203 203 Zone 1 subtotal_ 1,086 8,900 116 4,446 261 203 203 ---Zone 2--- 2 Dining/Kitchen/Gre 797 7,799 102 3-6 408 5,280 1,389 241 241 at Room 3 Hall/Powder Room 338 1,914 25 1-6 376 1,620 71 74 74 4 Guest Room 270 3,331 43 1-5 437 1,308 184 60 60 5 Study 203 2,647 34 1-6 317 1,364 141 62 62 Zone 2 subtotal 1,608 15,691 204 9,572 1,785 436 436 System 1 total 2,694 24,591 320 11,935 2,046 544 544 System 1 Main Trunk Size: 9x13 in. Velocity: 669 ft./min Loss per 100 ft.: 0.093 in.wg Note: Since the system is multizone,the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+Excursion"method. Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split 'Btuh Btuh. Btuh Net Required: 1.17 85%/15% 11,935 2,046 13,981 Recommended: 1.33 75%/25% 11,935 3,978 15,913 Actual: 4.00 75%/25% 36,000 12,000 48,000 JEquipment Data Heatinq System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: MXZ-SM48NAMHZ MXZ-SM48NAMHZ Indoor Model: MXZ-SM48NAMHZ Brand: M-Series M-Series Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 11 HSPF 16.8 SEER Sound: 0 0 Capacity: 54,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 48,000 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,000 Btuh Latent Capacity: n/a 12,000 Btuh Adjusted Latent Capacity: n/a 12,000 Btuh This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F,WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Seri. gain: 11,935 Btuh, Lat. gain: 2,046 Btuh, Sen. loss: 24,591 Btuh, Entering clg. coil DB: 75F, Entering clg. coil WB: 62.5F, Entering htg. coil DB: 70F, Clg. coil TD:20F, Htg. coil TD: 70F, Req. clg. airflow: 544 CFM, Req. htg. airflow: 320 CFM Friday, October 11, 2024, 6:34 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assmnts 275 Miriam Road, Mattituck East Moriches, NY 11940 Page 10 System 2 Room Load Summary Htg Min Run Run Clg Cig Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 6 Master Suite 684 6,328 82 2-5 407 2,435 279 111 111 7 Hall/Bath 460 3,206 42 1-6 457 1,968 137 90 90 8 Bedroom 1 268 2,934 38 1-5 345 1,031 168 47 47 9 Bedroom 2 197 2,284 30 1-5 327 979 121 45 45 System 2 total 1,609 14,752 192 6,413 705 292 292 System 2 Main Trunk Size: 7x10 in. Velocity: 601 ft./min Loss per 100 ft.: 0.106 in.wg Cooling System Summary Cooling Sensible/Latent Sensible latent Total, Tons Split Btuh Btuh Btuh Net Required: 0.59 90%/ 10% 6,413 705 7,118 Recommended: 0.71 75%/25% 6,413 2,138 8,551 Actual: 4.00 75%/25% 36,000 12,000 48,000 Equipment Data Heatinq System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: MXZ-SM48NAMHZ MXZ-SM48NAMHZ Indoor Model: MXZ-SM48NAMHZ Brand: M-Series M-Series Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 11 HSPF 16.8 SEER Sound: 0 0 Capacity: 54,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 48,000 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,000 Btuh Latent Capacity: n/a 12,000 Btuh Adjusted Latent Capacity: n/a 12,000 Btuh This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F,WODB: 10F, SIDB: 75F, SIRH:50%, WIDB: 70F, Sen. gain: 6,413 Btuh, Lat. gain: 705 Btuh, Sen. loss: 14,752 Btuh, Entering cig. coil DB: 75F, Entering clg. coil WB:62.5F, Entering htg. coil DB: 70F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 292 CFM, Req. htg. airflow: 192 CFM I Friday, October 11, 2024, 6:34 PM EY r .- LONG 1A \ 4/6/2022 NICHOLAS CONSTANTINE Service To: 166-38 14TH AVE 275 MIRIAM RD BEECHURST,NY 11357 MATTITUCK,NY 11952 • Customer Project#:900000144362 Dear NICHOLAS CONSTANTINE: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI,facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate(NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be,done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. If you have any questibns regarding the above,please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli Building&Renovation Services PSEG-LI Z�oLK Co�yN?,� AU1k1��1�� 4060 Sunrise Highway,Oakdale, New`(ark 11769-0901 April 4, 2022 nicklruzomick.com. RE: 32 MIRIAM RD,MATTITUCK To Whom It May Concern: On March 29, 2022, our representative confirmed that the water services were physically disconnected at the above referenced location. Please advise your contractor that care should be taken not to damage the existing vault and/or curb box, as the cost of any repairs would be billed to the premise and no service initiated until the balance is paid. Sincerely, Lisa Cetta New Construction Manager LC/db i Evan T.Steffens t V a t i O n a l grd d Senior Supervisor Gas Customer Connections,NY March 30, 2022 Nicholas Constantine 166-38 1414 Avenue Whitestone, NY 11357 E-Mail:NICK@ZORNICK.COM National Grid WO#: T102468375 Service Address: 275 Miriam Road Mattituck, NY 11952 To Whom it may concern, This Letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored°81 V, or the local number for NYC/LI area, 1-800-272-4480. This confirmation letter of no active gas service line to the subject property does not relieve the excavator of making this "811"call. If you have any further questions, kindly contact me at 833-359-0645. Respectfully, Evan T. Steffens Senior Supervisor Gas Customer Connections NY 1650 Islip Ave,Brentwood NY It 717 T. 833-359-0645 evan.steffens@national. it d.com n rg idli.2d r ces�in � national:rid.com, -ENVIRONMENTAL 847 11'h Street,Ronkonkoma,NY 11779 P: (631)467-5447 F: (631)467-662 l Nick Constantine 275 Miriam Rd Mattituck,NY 11952 April 28,2022 Dear Mr. Constantine: Please use this letter as proof that on April,27, 2022,we evacuated the contents of the cesspool located at the above referenced location. Please do not hesitate to contact me with any questions you have. Sincerely, LO 6,g Robert E. Flahavan Customer Service and Dispatch Manager Clear River Environmental 1 12 1 • ' • li. COMMENTS FOUNDATION r• ------------------ FOUNDATION 1 INSULATION PER N.Y. u STATE ENERGY CODE ® `• OEM 1 to A ADDITIONAL RLAL MUM m Cam , • + r gufpncr. TOWN OF SOUTHOLD—BUILDING DEPARTMENT w Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 hops://www.southoldtownnygov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® EC E " E PERMIT NO. l `C Building Inspector: JljN 1 5 2o22 DEPT Applications and forms mt be fatted out in them entirety {ncbrr►plete ,, TOWN OF SOUTHOLD BUILDING us applications will not be accepted Where";the,,ppi!cant rs not the owner,an Qwner s Authorizationlorm(Page 2j shall be completetl Date: oWNER(S)OF PROPERs r Name SCTM#1000 . Nicholas Constantine_,_ Project Address:275 Miriam Road, MATTITUCK, NY 11952 Phone#: 917 440-8999 Email nick@,zornick.com Mailing Address 166 38 14th Ave, Beechhurst,. N Y.r 11357 CONTACT PERSON Name:Nicholas Constantine Mailing Address 166 38 14th Ave, Beechhurst, N.Y. 11357 _.. . ...._.: ..... .............. .....W.... Phone# 917 440 8999 Email NICK ZORNICK COM DESIGN PROFESSIONAL 1NFORMATIOM Name:CHERICOv KING,vR!q ...... ...............P.... _......v_v._........._.._. _.. .... ..., ,... . ......... Mailing Address 36 06 37TH STREET 2ND FLOOR. LIC, NY 11101 Phone# (718) 392 0078 Email:CHERIC�O@CKINGARCH COM CONTRACTOR INFORMATION Name:Nicholas Constantine Mailing Address 166„38 14th Ave, Beechhurst, N Y. 11357 Phone# 917 440 8999 Email nick zornick com DESCRIPTION OF PROPQSEp CONSTRUCTION ONew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $750,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ®No ID PROPEI�TILINFORMATION Existing use of property:RESIDENTIAL Intended use of property:RESIDENTIAL Zone or use district in which premises is situated: Are there any'covenants and restrictions with respect to ... ... ....... ....:.... ..... .. .._ . R-40 this property.? ®Yes '-- ,No IF YES, PROVIDE A COPY. Q �1eC l�o r ft r Red llYg" the awner/contracicr/di4gn orofesst9naf is r�spnnsible foralt drainage and�tor�n water�ssnes as rovi8ed by Chapter 286 ofahe Town Code PPLICATiON iS HERESY MAp to pe J3ud lung pepa�k�llent#or the issuance of a'Building Permit pursuant to ,O Budding bane. Ordinance oftheTown of Southold SufFotk Coun °.Ne�ni York and of �r a hca6le Lavus ordinances or Re ulat�ons fotthe construction ofbudd�n s '' E..,. '' addrtionss alterations odor removal'or demahfiaon as herein descn6ed'the applicant agrees to comply with ail applicable laws,ordinances,budding code, hopsing code�ntt regulations and to adrnrr ai►tharized inspectors on premises anii in building{sj ft3r necessary�n�pe�#ions Fatse statements niaile herein are - ,purnshable as a Wass;A,rtiisdemeanar pursuanttaSact�an 210 4S ofthe NeukYprk State„Penal l.aw ' Application Submitted By rint na IC as Constantine ❑Author'zed Agent BOwner Signature of Applican Date �3/a STATE OF NEW YORK) " SS: COUNTY OF ) Nicholas Constantine being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Owner (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this + day of �/ t ,20c)-� Notary Public GUYSARBIERI ' Notary Public,State of New No* NO.02BA4909474 Qualified in Queens County PROPERTY OWNER AUTHORIZATION Commission Expires September�2 (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 'S�FFO(kcoGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT CO x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 py�oe Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT DISAPPROVAL For Office Use Only D D PERMIT NO. .,a S-d--/ Building Inspector: JUL 1 5 2021 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUILDrNG DEPT. Owner's Authorization form(Page 2)shall be completed. TOIV7,,1 )y;OIT'6'II®j,l Date:July 9, 2021 OWNER(S)OF PROPERTY: Name:Nicholas and Anastasia Constantine SCTM# 1000-99-1-28 Project Address:275 Miriam Road, Mattituck Phone#:917-440-8999 Email:nick@zornick.com Mailing Address:1 66-14th Ave., Beechurst, NY 11357 CONTACT PERSON: Name:Bruce A. Anderson - Suffolk Environmental Consulting, Inc. Mailing Address:P. O. Box2003, Bridgehampton, NY 11932 Phone#:631-537-5160 TFm;l I:bruce@suffolkenvironmental.com DESIGN PROFESSIONAL INFORMATION: Name:Cherico King Architect P. C. Mailing Address:35-37 36th Street - Suite 236, Astoria, NY 11106 Phone#:718-392-0078 Email:cherico@ckingarch.com r CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $600,000 Will the lot be re-graded? ❑Yes ©No Will excess fill be removed from premises? ❑Yes R No 1 i ^rrn` gg 2 f 3 l 5 Y PROPERTY INFORMAT[ON 3s .. .., x ;k Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? MYes BNo IF YES, PROVIDE A COPY, v�y, t '. -,ya P� �x'�'�" �re� � -k r k� ®Check Box After heading Tfie owner/contractor/design Pm.es tonal Is responsible for all ra(nage and storm water issues as provWed bye Chapter 236 of the Yavrn Code AppUCATION IS HEREBY MADE to the Building Department for the issaan6 of a SuUdiNg Permit pursiiint to the Building zone OWlnceaf the Town of Southold,Sufiolks Co ur►tyy New York and other appl[cable Laws,Ordinances or Regulations;forthe epnstruction of buildings, adons,alterations pr�for removal or�demolition as herein desCrlti¢d-i'he applicant ag►aps to comply with all apptitable iaws;ordi�nancss,bulkJN�g cpde, hodfU ysing code and reBulatians and to admit authorized Inspactos Pn premises and In buodlr�g(s)for neoess�ry inspections raise statements made herein are ��shable as a loss limisdemeenor pursuant to,Section 210 4S of the'1+4eW York state Penal taw Y Application Submitted By(print name):Bruce A. Anderson BAuthorized Agent OOwner Signature of Applicant: _ Date: '1 - 14 — ZO tL 1 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Bruce A.Anderson being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ["day of— �h 20 - y Notary Public MATTHEW D. IVANS NOTARY PUBLIC-STATE OF NEW YO K PROPERTY OWNER AUTHORIZATION No.01 IV6053859 Qualified in Suffolk County (Where the applicant is not the owner) My Commission Expires -22-24* S Nicholas and Anastasia Constantine 166-38 14th Ave., Beechurst, NY 11357 I, residing at Bruce A.Anderson-Suffolk Env. Cons. Inc. /���i✓?U� (�'�✓5�����o hereby authorize to apply on y alf t e Town of Southold i ing Department for approval as described herein.cr - / / � 1 Owner's Signature Date Nicholas and Anastasia Constantine Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 23, 2021 TO: Bruce Anderson, Suffolk Environmental Consulting, Inc. (Constantine) PO Box 2003 Bridgehampton,NY 11932 Please take notice that your application dated July 9, 2021: For permit to: Demolish an existing single family dwelling and construct a new single family dwelling at: Location of property: 275 Miriam Road, Mattituck,NY 11952 County Tax Map No. 1000—Section 99 Block 1 Lot 28 Is returned herewith and disapproved on the following grounds: The proposed construction of a new house on this nonconforming 10,500 sq. ft. parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet and a combined side yard setback of 25 feet. The proposed construction on the site plan shows a minimum side yard setback of 9 feet on each side, and a combined side yard setback of 18 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.S.A. e BOARD MEMBERS Southold Town Hall Leslie Weisman,Chairperson r 53095.Main Road•P.O.Box 1179 Kanes ®y,�, yo �j Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes A Town Annex/First Floor, Robert Lehnert,Jr. 1 y0 54375 Main Road(at Youngs Avenue) Nicholas Planamento �,Y�,oU Southold,NY 11971 RECEIVED http://southoldtownny.gov g•: ZONING BOARD OF APPEALS 4- ­TOWN OF SOUTHOLD , JA 7 2022 Tel.(631)765-1809•Fax(631)765-9064 Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 20;2022 ZBA PILE: 7567 NAME OF APPLICANT: Nicholas and Aspasiia Constantine PROPERTY LOCATION: 275,Miriam Road,Mattituck,NY 11952 SCTM#°1000-99-1-28 SLEQRA DETERMINATION: The Zoning Board,of Appeals has visited the property under consideration in this , application and detcimines that this review falls under.the Type.Il category of.the Slate's List of Actions, without' fitrthe'r steps under SEQRA. $I�FF„QLK COUNTY ADMINISTRATIVE CODE: 'This application was referred as required under the Suffolk , County Administrative Code Sections A; t4=14 to 23,and the Suffolk.County Department of Planning issued its reply , dated August 13,2021 stating that this application is considered a matter,for local determinatiowas there appears to be no significant cpunty-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 FACTS/DESCRIPTION: The subject property is a non-conforming 10,500 square foot parcel located in an R-40 Zoning District. The parcel runs 50.00 feet along Miriam Road,runs 210.00 feet on'the West side,50.00 feet on the.North side,and 210.00 feet on the,East side. The pare-011s improved with a one-story frame residence and a composite deck and is.sloped and'sits on top of a land.bluff. Allis shown.on a survey by Angelo Joseph Ceceie L.L.S. Iast revised.July 1,2021. BASIS OF APPLICATION::° Request for Variances from,Sections 280-124;and the Building Inspector's July 23, 2021 Notice of Disapproval based'on an application for a permit to demolish an existing dwelling and to_construct a new single-family dwelling; at 1)located less than the code required minimum side yard setback of 10 feet on each side;;,2) located less than the code required minimum combined side yard setback of 25 feet, located at 275 Miriam Road, Mattituck,NY. SCTM# 1000-99-1-28. RELIEF REQUESTED: The applicant requests variances to demolish an existing dwelling and construct a new dwelling with both side,yard setbacks at 9 feet and a combined side yard setback of 18 feet. Town code requires a minimum side yard setback of 10 feet and a minimum combined side yard setback of 25 feet. ADDITIONAL INFORMATION:The applicant submitted prior comparable determinations granting variance relief of non-conforming side yard setbacks to neighboring properties. The variances submitted were ZBA Appeal No. _ ;,51.60 for,property 1ocated,.at.4.25.Miriam,$ood.grauting,A$ngle,side yardaet„back,Q 7:feet_and combinedxside,yard .__ .,_ w,. _... .. _,...,...�.____ .. ..... ...... .......... . ... ..... u Page 2,January 20,2022 47567t,Constantine SCTM No. 1000-99-1-28 setback of 16.8 feet. ZBA Appeal No. 6213 located at 475 Miriam Road granting additions and alterations for a single side yard setback of 7.33 feet and a combined side yard setback of 19.33 feet. ZBA Appeal No. 496 located at Lot 24 Captain Kidd Estates for new construction with a side yard setback of•5 feet and a front yard setback of 7.5feet. At the hearing one neighbor spoke about her concerns of the land bluff stability and possible damage to her parcel located several houses away from the applicant's property One letter of support from a neighbor was submitted to the Board. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing._on this application on.January 6,2020 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: l.,Town.Law„§267-b(3)fb)(1l. Grant of the variances will not produce an undesirable change in the character-of the e.ighborhood or a detriment to nearby properties. The neighborhood is an older neighborhood consisting of lion- conforming parcels.with single family homes. The existing,dwellingI on the parcel has a side yard setback of 1.2 feet and 7.3 feet and a coinbined`side yard setback of 14.5 feet. The proposed new dwelling would be more conforming to the code,than`the existing dwelling on the property. 2. Towle Law,&267 b(3)flb)(2). The benefit sought by the.applicant carr be achieved by some,method,--f sibie.for the.applicant to pursue,other than an area variance. The applicant could.build a code'conforming'dwelling. 3. Town Law&267-b(3)(b)(3). The variances granted herein for the single side yard setbacks is mathematically substantial,•representing IA%relief from the code. The variance granted herein-for the'combined side yard setback is mathematically substantial representing 2.8% relief from the code. However,the lot is narrow and the proposed side yard setbacks are less nonconforming than the existing improvements. 4. Town.Law &267-b(3)(b)(4).`No evidence has been submitted to suggest that a variance in this residential „ community•will,have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply'with Chapter 236 of the Town's.Storm Water Management Code and.ensure that all construction and development shall keep the bluff in stable condition. , 5. Town Law _267-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. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new home 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 Dantes,seconded by Member Lehnert,and duly carried,to GRANT the variances as applied for,and shown on the Site Plan and Architectural Plans prepared by Cherico King, Architect(Sheets T-001.00,A-001 to A-004)and last revised July 10,2021. A t Page 3,January 20,2022 #75671,Consr;:ntine SCTM No. 1000-99-1-28 SUBJECT TO THE FOLLOWING CONDITIONS: 1) The applicant shall install haybales and silt fence to prevent bluff erosion and storm water runoff during construction. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board ofAppeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an.alteration that does not increase`the degree of nonconformity.. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or apossible 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 variance(s)granted herein as shown on the architectural drawings; site plan anal/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.MaVviolate the Zoning Code;other than:such uses;setbacks and other features as'are expressly addressed in this-action. In the event that this is anapproval,subject to conditions, then approval shall not be deemed effective until such time that the foregoing conditions are met;and failure to comply therewith will render this approval null and void. Pursuant to Chapter 280-146(B)`of the Code of..the Town of Southold any variance granted by the Board of Appeals shall become null-and void where a Certificate of Occupancy'has,not`been procured,and/or a subdivision map,has not been filed with the Suffolk County 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. 'IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Vote of the Board: Ayes:Members Weisman(Chairperson) Dantes,Acampora, Planamento and Lehnert. This Resolution was duly adopted(5-0). Leslie Kanes Weisman, Chairperson Approved for filing /v/ ,?� / COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,M.D.,M.P.H. COMMISSIONER May 17, 2022 Bruce Anderson Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton,NY 11932-2003 Re: H. D. Ref. #R-22-0358 Please be advised that the proposed covenant you submitted has been reviewed and approved by the County Attorney. In order to continue processing the above referenced application, this office requires a recorded covenant. Take the original and one copy of the covenant to the Real Property Tax Service Agency on the second floor of the Riverhead County Center. The Real Property Tax Service Agency will verify the legal description and tax map number. I. After verification, submit the original and one copy to the County Clerk's Office (first floor) for recording. Request that the Clerk certify the copy. II. After recording, submit one certified copy of the covenant to this office for the purposes of comparison with the approved version. There will be no further processing of this application by the.department until the certified copy is received. The covenant is subject to submission of an updated title certification with your submission if not recorded by June 10, 2022. III. Must affix Suffolk County Tax Map (SCTM) numbers of all parcels affected by this covenant to Section 5 of the Suffolk County Recording & Endorsement Page. Failure to affix the appropriate SCTM's can result in delays, additional recording fees and delays in obtaining Health Department Approval. Return the certified copy to: . Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue, Suite 2C Yaphank,NY 11980 Attn: Lynne Burns PLEASE INCLUDE YOUR REFERENCE NUMBER WHEN FORWARDING ANY DOCUMENTS TO THIS OFFICE. DIVISION OF ENVIRONMENTAL QUALITY Office of Wastewater Management•360 Yaphank Avenue, Suite 2C,Yaphank NY 11980 (631)852-5700 Fax'(631)852-5755 Declaration of Covenants and Restrictions THIS .DECLARATION, made by Nicholas Constantine, Jr. and Anastasia Constantine, husband:and wife, this J�day of both residing .at 166-38 14th Avenue, Beechhurst, New _York,, hereinafter referred to as the,' DECLARANT, -as the owner of: premises described in Schedule "A",. annexed. hereto (hereinafter referred.to, as the PREMISES) desires to restrict the use and.enjoyment of said' PREMISES and has for such purposes determined to impose. on said PREMISES covenants:and restrictions and does hereby declare that said PREMISES shall be held.and shall be conveyed.subject to the following covenants and restrictions: f_ DECLARANT liar.made.,application to the Suffolk County Department of Health Services (hereinafter referred,to,as the.DEPARTMENT) for a'permit to construct,, approval of plans or a,subdivision.or development on the PREMISES:. 2. The DECLARANT is proposing to install a driveway over the sanitary system not in conformance with; the. DEPARTMENT'S construction standards, and DECLARANT wishes DEPARTMENT'S consent to 'install said system, the DECLARANT; its successors;heirs,"or assigns agrees as follows: a) .To eonstruct-the subsurface `sewage "disposal system to meet the current.'standard. of .the ,DEPARTMENT fon systems. located under driveways, which includes-.the installation'of traffic:bearing slabs on each pool and/or septic••tank and cast. ." iron covers _ to grade and 'may further. require that the -driveway or the sanitary system be relocated. b); •This' covenant, shall serve as. "notice that any repair,, replacement and/or expansion of said sewage disposal.system may -require :extensive reconstruction expense' beyond that normally.expected and may further require that"the driveway or the sewage disposal system be relocated. c) DECLARANT, its, successors "and/or .assigns shall hold harmless, indemnify, and defend the 'County'-Of Suffolk,-its . employees, -offices or agents harmless from :any claim'for damages or injuries that may arise out of the installation or use of the sewage disposal system. 3. .The DECLARANT; its successors and/or assigns shall set forth,these covenants-,, agreements. and d"eclarations in any and all leases. to occupants, tenants and/or lessees of above described PREIVIISES,and shall, by their terms, subject same to " the covenants and restrictions.contained.herein. Failure of the DECLARANT, its successors and/or assigns to so' condition. the leases shall no.t. invalidate their automatic subjugation to the covenants and restrictions'. 4. All of the covenants- and-''restrictions contained herein shall be .construed-to be in addition to and not in derogation or limitation upon any provisions of local,.state, and federal laws,,ordinances;'and/or regulation& effect.at'the time of execution of this agreement,,' or .at- the,time such laws, ordinances, and/or `regulations may thereafter be.revised; amended, or promulgated.. 5 This document is made"subject to the provisions of'all laws required;by law or by their,provisions to be`incorporated herein and:they are-deemed.to' be'incorporated ; herein and made apart hereof; as though full'' set forth 6 - The aforementioned' Restrictive Covenants shall'be enforceable�by:tl e County of" Suffolk, State of New York,.by injunctive relief or b' any other remedy;in equity or at,`law-.. The. failure of ariy agencies or 'departments"of the County of Suffolk; the DEPARTMENT or the County of.Suffolk to enforce.the.sane,shall not''be deemed y o impose:any liability whatsoever upon to,.affect.the walidit of this.covenant nor a the County of Suffolk or any officer or employee.thereof. 7 These covenants and restrictions shall run with the.land and shall be binding upon the DECLAR:ANT;"its,successors and/•or assigns, and-upon aR-.persons,or entities claiming under them may, be terminated', revoked 'or amended' only. with the written consent of.the DEPARTMENT.. 8'. If any section, subsection, paragraph, clause, phrase or provision of these covenants.. and',rest rictions shall, by a Court of competent jurisdiction, be -adjudged illegal-, unlawful, invalid,' or held to be unconstitutional, the same, shall not affect the. validity of these,covenants as a"whole,or any other part or..provision. hereof other than the part so adjudged to:be illegal, unlawful, invalid, or.unconstitutional. 9. Local Law-#32-1.980—The,DECLARANT represents.and warrants that he,has not offered or given any gratuity to,any official,,employee, or.agent of Suffolk County, New York State, or.of'any political party, with the purpose or intent.of securing favorable-treatment,with respect.to the performance.of an agreement,and that,such. person has read acid is familiar with th ns of Lo aw #32'-1980. - Nicholas Constantine Jr.: STATE-OF NEW.YORK COUNTY OF SUFFOLK On the 9--day of/1u in the year,.of 2o22,.before me the undersigned;.personally appeared, - Nicholas Constantine-Jr:,.personally known tome or proved tome'on,the basis of satisfactory evidence to be the = .individual whose name isaubscribed to the within,instrumerit and acknowledged to meahat lie executed the same in y g - P his capacity-,,and that b his signature on the instrument,the individual-orthe, erson u on behalf of which the: DAMES D.VAVA3 indiyid acted,.executed theinstrument: : NOTARY PUBLIC;STATE OF NEW YORK f No'.01VA6068693 . Quaiified in Kings County. "V Commission Exp:Jan:14;:206: TARY PUBLIC -.Anastasia.Constantine` '• , STATE.OF NEW YORK: f .) s.. s COUNTY O�%� ) ' o / �Y 2fom rsignedpersonally appar_0 the day.' . appear' Anastasia Constantine;.personally known to me or proved to>me on the-basis of satisfactory,evidence to be.the individual,whose nameis subscribed to the::witlun instrument and acknowledged to'me that she executed the same in 'her capacity,and thaf.by her signature on the instrument,the individual or the person upon behalf of which_the individual,acted,executed the instrument.. DAMES ) VAVAS l- tJ01'ARy PUBLIC,STATE OF NEW YORK No.:01VA6066893 Qualified in Kings County, TARY PUBLIC"-', Commission.Exp Jan;14,20 S�FEQtk BUILDING DEPARTMENT- Electrical Inspector YO C�G� TOWN OF SOUTHOLD . _ Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov - sea nd(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2-07-2023 Company Name: Tucker Electric Inc. Electrician's Name: Frank Raynor Jr License No.: ME-4926 Elec. email:frank.raynor@yahoo.com Elec. Phone No: 631-478-2801 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1065, Cutchogue, NY 11935 JOB SITE INFORMATION (All Information Required) Name: Nicholas Constantine Address: 275 Miriam Road, Mattutuck, NY 11952 Cross Street: Summit Drive Phone No.: 917-440-8999 Bldg.Permit Mi 48192 email: nick@zornick.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Installation of new 400 amp under ground electrical service with a dual 200 amp mains Generator Transfer switch encludes two 54 circuit 200 amp main breaker panels. Square Footage: Circle All That Apply: Is job ready for inspection?: YES ✓ NO Rough In I Final Do you need a Temp Certificate?: 0 YES ❑ NO Issued On Temp Information: (All information required) Service SizeF6/]1 Ph❑3 Ph Size: 400 A # Meters 1 1 Old Meter# NA ❑New Service[:]Fire Reconnect[]Flood Reconnect[-]Service Reconnect Underground❑Overhead # Underground Laterals 1 ✓2 H Frame M Pole Work done on Service? Y MN Additional Information: PLEASE CONTACT ME WITH ANY QUESTIONS THANK YOU FRANK 631-478-2801 PAYMENT DUE WITH APPLICATION a14123 rec� J0�72`� 3 9142 BUILDING DEPARTMENT-Electrical Inspector C TOWN OF SOUTHOLD �4 ® Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 I y Telephone (631) 765-1802 Temporary Certificate # 2A Date e/ 2023 Customer Name Electrician Name t✓ eLeC Address �"1�j r • Phone 1 • Lf'j 4 • Q e-mail e-mail 4yQ, Va4.4 A .5V NO q4,1tQQ Phone i`( Lf 14 0 • g 41 4) License# MA f Size L y A Phase l Overhead Underground #of Meters Q Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H Fire Reconnect Was work done on Service. /N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by LA Y-A ru C. �1 MAY � G 2J24 —'Foes€a f ouzhoa� -�.�{-4.�_N�_�__yam:!Ua�-�_�-7_11�-r_.�=r'--►J�t-�=�-t� ;•1� u�►t- tl_�--H�- _Vic,s _ C7_v_�_I-E�C_S US-�� S� 1.t - J r 1. 'I lr�. �1-1'r l ( ---------- .-_- ji m Y-3-0-202-4—UO- g-rtm—,nt Town of SOI9fhold , MAY 3 0 1024 'Build;no Department To via a o�atii� ��-��--Np►_►-�-�J;t�•_!\li�:�1--E-�-1��• -��i�-�-lam—��-LN-�' 1a�r''r L�.�-- �� U_v_�i�-�� 1 �� � -�i� 1�•-Y t�-l-k' Ak�� Li�N'- lt���-1'r 1 ( - u, - , -� -i � -r ,_i-rr u�-r --f't -►-i-� 1J-I-r `--r- -)-�-� , t, 14; S E IA - __('-. �J no o ��" a�R �.�.�� �� _�,G3 fill 9A MAY 3 n �n e nt Town of Sots#hold p 2clo Arrn ,MA1ttS rtivt���- Fidelity National Title INSURANCE COMPANY TITLE NO. 7404-01373 0 TITLE CERTIFICATION FIDELITY NATIONAL TITLE INSURANCE COMPANY hereby certifies to THE COUNTY OF SUFFOLK that it has searched the records in the Suffolk County Clerk's Office for a period of 20 years last past for the purposes of determining parties who must consent to filing of Covenants and Restrictions affecting the premises described in Schedule A annexed hereto. Based on said records,the Company has determined that the only parties who must consent to said filing would be as follows: 1. Nicholas Constantine,Jr. and Anastasia Fee owners by Deed in Liber 13101 cp 668. Constantine,husband and wife Mortgages,Judgments, Liens none of record. District: 1000 Section: 099.00 Block: 01.00 Lot: 028.000 Schedule A herewith No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Five Thousand Dollars ($5,000.00) for any reason and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: May 10, 2022 FIDELITY NATIONAL TITLE INSURANCE COMPANY BY: SANDRA YGOLESKI ASST. VICE PRESIDENT 24 Commerce Drive•Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 � r =" Fidelity National Title .. . ; INSURANCE COMPANY TITLE NO. 7404-013730 SCHEDULE A ALL that certain plot,piece or parcel of land,situate, lying and being in Mattituck, Town of Southold, County of Suffolk and State of New York,known and designated as Lot No. 32 on a certain map entitled,"Map of Block 1 Captain Kidd Estates"and filed in the Office of the Clerk of the County of Suffolk on January 19, 1949, as Map No. 1672, said lot being bounded and described as follows: BEGINNING at a point on the Northwesterly side of Miriam Road distant 357.48 feet Southwesterly from the extreme Southerly end of an are of a curve connecting the Northwesterly side of Miriam Road with the Southwesterly side of Inlet Drive; RUNNING THENCE along the Northwesterly side of Miriam Road South 52 degrees 00 minutes 00 seconds West, 50.00 feet to part of Lot 14 on the above mentioned map; THENCE along said part of Lot 14 on the above mentioned map North 38 degrees 00 minutes 00 seconds West,210.00 feet to Lot 15 on the above mentioned map; THENCE along Lot 15 on the above mentioned map North 52 degrees 00 minutes 00 seconds East, 50.00 feet to Lot 31 on the above mentioned map; THENCE along Lot 31 on the above mentioned map South 38 degrees 00 minutes 00 seconds East, 210.00 feet to the Northwesterly side of Miriam Road at the point or place of BEGINNING. 24 Commerce Drive•Riverhead,New York 11901 • (631)727-0600 •Fax:(631)727-0606 Horton, LisaMarie From: Nick Constantine <nick@zornick.com> Sent: Tuesday, February 13, 2024 3:44 PM To: Horton, LisaMarie Subject: 275 Miriam road, Mattituck, NY permit extension Hi Lisa, I am requesting the 6 month construction permit extension for 275 Miriam road in Mattituck as per our phone conversation today. Many Thanks for all the help Nick -- Nicholas Constantine President Zornick Contracting Corp. 35-01 Ditmars Blvd Astoria,N.Y. 11105 (718) 721-4851 nick@zornick.com www.zomick.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Suffolk Environmental Consulting, Inc. Newman Village • Suite E • 2310 Main Street PO Box 2003 • Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED June 25, 2021 Building Department Town of Southold P.O. Box 1179 Southold, NY 11971 RE: CONSTANTINE Property-Proposed Dwelling Situate: 275 Miriam Road - Mattituck SCTM#: 1000—99—1—28 To whom it may concern, This Firm represents the owner(s)of the subject property,who are seeking a Building Permit authorizing the demolition of the existing house and the construction of a new house with an at grade stone patio and inground swimming pool.The existing dwelling has individual side yard setback at 7.2 feet and 7.3 feet off the westerly and easterly side lot lines, respectively.The new dwelling would have individual side lot line setbacks at 9 feet.The proposed dwelling would comply in all other respects with the zoning code of the Town. Request is made for a Notice of Disapproval pursuant to Article XXIII Section 280-124 which states that lots measuring less than 20,000 ft.' in total size require a minimum side yard setback of 10 feet and a combined side yard setback of 25 feet. Attached herewith for your review please find the following: 1. Building permit application prepared by this office dated July 9, 2021; 2. Architectural plans prepared by Cherico, King, Registered Architect last revised July 10, 2021; 3. Survey prepared by Angelo Joseph Cecere, L.S. last revised July 1, 2021; and 4. Check made payable to the Town of Southold in the amount of$50 covering the requisite application fee. Kindly forward the requested notice of disapproval at your earliest opportunity. Yours tru"(�i ly, A- Bruce A.Anderson Cc. N. Constantine Dwyer, Nancy From: Dwyer, Nancy Sent: Monday,July 18, 2022 10:55 AM To: nick@zornick.com' Subject: 275 Miriam Road Good morning Nicholas, I have reviewed the application and plans for your proposed new house in Mattituck. Please note there are additional items needed and revisions required to the drawings: -Provide the complete survey as approved from the health department.. only a portion of it was copied and included with the application, we do require it in its entirety. -Regarding the drawings: Provide code applicability-on one page its making reference to the 2014 codes which are obviously outdated. Additionally, all general notes appear to be making reference to the building code of New York City. Those codes do not apply to this project and these plans and specifications should be designed in accordance to the 2020 Residential Code of NY State. -Architect needs to provide all climatic and geographic design criteria - Scheck should be in compliance to the 2018 IECC -W' dows specified in the bedrooms are not code compliant egress windows and will need to be redesigned - ront entry door is not a code compliant entrance, additionally, sliders, as shown on the side, are not acceptable as the main entry into the house and therefore can't be used as sucFr@/ -The light and vent calculation chart is not complete, it also does not appear to be giving correct calculations based on the windows/doors specified -Windows on the stair landings are required to be tempered -Provide all structural info for the exterior decks, porches and balconies -Provide nailing and fastening schedules If you or your architect have any questions, please feel free to reach out to the building department. Thank you, .Vazzcy Dwyer Building Inspector Town of Southold Building Department , Annex Building 54375 Main Road Southold,NY 11971 P�, S'S 1 V1, (631) 765-1802 40 - firrrL, 40 g ® Nicholas Constantine 166-38 14th Ave, Beechhurst N.Y. 11357 275 Miriam Road, Mattituck, N.Y. 11952 RJUN 15 2022 DD June 10,2022 (917) 440-8999 BUILDING DEPT. Town of Southold- Building Department TOWN OFSOUTHOLD Town Hall Annex, 54375 Main Road P.O Box 1179, Southold, N.Y. 11971-0959 (631) 765-1802 Re: Constantine Property Building Permit Application 275 Miriam Road, Mattituck, N.Y. Town of Southold- Building Department, Attached herewith, please find the signed and notarized Building permit application. • 4 sets of Plans By Cherico King, Architect, P.C. Dated 06/08/22 for filing, bearing signature and original seal • Survey/Site plan also set forth in Plans • Suffolk County Department of Health Services Approval with Approved Covenant Approved Sanitary Plan by Joseph Fischetti also set forth in Plans. • Approval of the Zoning Board of Appeals • Res Check Compliance Certification also set forth in Plans. • Current Title Certification dated, May 10, 2022 Demo—Disconnect certifications • PSEG- Long Island Electrical Disconnect • Suffolk County Water Authority, Water services Disconnect • National Grid Certification, No Active Gas Service • Clear River Environmental, Cesspool Evacuation. Yours trul Ni olas onstan Ine Nicholas Constantine 166-38 14th Ave, Beechhurst N.Y. 11357 275 Miriam Road, Mattituck, N.Y. 11952 August 18,2022 (917)440-8999 Town of Southold- Building Department Town Hall Annex, 54375 Main Road P.0 Box 1179, Southold, N.Y. 11971-0959 (631) 765-1802 Re: Constantine Residence FF 275 Miriam Road, Mattituck, N.Y. AUG 1 q 2022 TcraN Of=SOUTi-IaD Town of Southold- Building Department, Attention: Nancy Dwyer Attached herewith, please find the final 4 sets of amended drawings requested. Many Thanks YRIa _ Nstantine SURVEY OF" PROPERTY LOT 32 - MAP OF BLOCK 1 CAPTA:IN:KIDD-ESTATES FILED:JANUARY 1:9,1949 -MAP NO. 1672 " SITUATE ::MAIMTUCK :: . .. TOWN OF SOUTHOLD -SUFFOLK COUNTY, N.Y. TA:MAP NO:;:1000-005.00-01.00-028.000: LOT T: LOT.AREA: 1-0,500.00•S.F.(0.241 ACRES) DATE SURVEYED:'NOV. 6,.2020 52°00'00"E ELEVATIONS TO'NAVD88 - U _50.Q0 : :MON.FN�. _— N S•p 642 _• 6� 0 .30 60. - -sa-.-t Feet 0...: 6� so- TaP stoRE-_sue_ . ' .... .... ... 0.1 ... ...: SCALE: ,1,INCH= 3 O'FEET DECK -r DECK 0 l - - - .. . 23:OX50.4 .0 ... .. ... .. .. C .. .. ... • '- '' ' OMPOSITE DECK DECK. - 0 , DECK.. 0.8'W. - .. ..m (NOTTO SCALE? �� TEST HOLE �. +62.99 SHAWN DATE: M.BARRON M.S. 60.2ND ? 35,3 WALL, 1 STORY GRADE ELEV.53.95 p c FRAME 0�°•z3 0.5' —SANDYLOQM.(SM). :: n RE$1DENCE.13.o: AZ... .. .0 #275 PL'AT:. � � .. ' 5'.. :,. .. ... A F OW54.92 h6g?° Z n 'm UPPER .? FEN. A - ..F.FL.-63:16 0.6'W• ._ - .. .. GARAGE .: ...p bm .. Sp MIXED SAND WITH 0 G.FL.-54,79:: 6h n mZ GRAVEL Six 22.4 xhp rn FD': .. .. .. ... .. .. .. ... .. s x 15•- p� Cory@ Z - ... � :.. F � h^ . � BLOCK WALL COT. ONCRETE ...: NO WATER ENCOUNTERED phy 0 a ....... h. .... .... .... .. .. .... W .5.W LK .. .: - .. . .. .. .. b0. .. WALL .. ..:. .O 00E ►�i PART OF LOT,14 1.I ' LOT 31. .. ..SZ. ADJACENT .. C... . • UTIL. `�—_. CHAIN LINK . `:: .. .. .. .. POLE FENCE .. .. .. .. W - o v 'n- N v 1" . J z G 0 o: x n o� - .. .. ....... .. .. .... ...... Z.:D Zm Z .. .. O - .. nr_ O00 m r N, D 0 0 of 357.48 00 W S5 a 2 00',;,� POLEgj43 .. .. :� ...: — ��VE.. a. . a. eR� 4s.B2 4q ` GN-� OF o N • WATER V A`fER 4>2 d�,,0 43'84 :z° MON.FND. Op h►* : . h�� �osEpy . . �_ .. .. .w .. ♦Mos ON.FND. 't=n 1 AND a ' a O :ANGELOJOSEPH.CECERE ..: . a PROFESSIONAL LAND'SURVEYOR N I ... .. rF 1 LEGAL NOTES: Q — _ 1 _ I- � — _ _ 2.UNAUTHORIZEDALTERATION ORADDiTIONTOTHLS$UHRVEY MAP BEAMlITA LICENSED LANDSURVEYOR'S SEAL IS AVID]-ATION OFSECTIONT209,EUB-0 ISI0�12.:OF d '" ER ED ((( C ■I R Fes, �.^ NEW YORK^uTATE EDUCTION LAW. > �1—„ t �._.'�I�1D—S'`1'1ViI�YII � P�� .� 3.ONLYROUNDAfiI'9URVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORREC,COPIES OF'I'NE SURVEYOR'S OfEIGINAL WORKAND OPINION. '- -I ' 4.CERTIFICATIONSONTHIS BOUNDARY SURVEYMAP SIGNIFY MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OFPRACTICE FOR LAND 0 SURVEYSADOPTEO BYTHE NEW YORIC STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS,INC.THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE N i i�f�I1� Ii - BOUNDAiYSURVEY MAR I9PREPA ED,TO7HETTLECOAIPANY.TOTHEGOVERNMENTALAGENCY,ANDTO THE LENDIN61N5TTUTONLISTED BOUNDARY SURVEY C Il tf l G y� S.THECERTIFICATIONS HEREIN ARENOTTRANSFERABLE.: + O },`t� 7w/ 9.THE LOCATIONOFUNDERGROINDIMPROVEMENTS ORENCROACHMENTSARE NOT ALWAYS KNOWNANDOFTEN MUST ESTIMATED.IFANY UNOERGROUNO 'N 7�J Q r "NT FRFr4CH NY `�"v� /'f�Oa IMPROVEMENTS OR ENCROACHMENTS E%157 ORARE SHOWN.THEIMPROVEMENiB OR ENCROACHMENTS ARE'NOTCOVERED BY THISSURVEY. ; ;/ COLEMAN,ROAD,,'�IE E , T,THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSEAND L'SE ANO THEREFORE ARE NOT ". --- _-__ — -- .INTENDEDTOGUIDETHE ERECTION.OF FENCES,RETAINING WALLS,POOLS.PATIOS PLANTING AREAS,ADDITIONS TO BUILDINGS,ANDANy OTHER TYPE OF P.HOIVE t631'r8'469973' CONSTRUCTION. "` 1 \„J —i v. ,y ffi �•��T t.,�,rf�, `.-" 1 ``� I_ B:ONLY SURVEYS MODIFI ATIONSV,AKER IENSOSSc05EAL AND CHANGES. GRcLIeD UPON SINCE OTHER THAN E,V.B055EO5EAL COPIES MAY CONTAIN UIWUTHORIZEO AND UNDETECTABLE MODIFICATIONS,DELETIONS.ADDRIONS./WDCHANGES. r,"�' EMAIL. AJ.C2`46 OPTONLINE�NET' 0.PROPERTY CORNER MONUMENTS WERE NOT SETAS PART OFTHS SURVEY.UNLESS OTHERV/SE NOTED. �.-w✓ - I 10.ALL MEASUREMENTS REFER TO U.S.SURVEY FOOT. /' SURVEY OF PROPERTY EXISTING LOT COVERAGE: LOT 32 - MAP OF BLOCK 1 ROOFED STRUCTURES: 1 142 S.F.OR 10.9% CAPTAIN KIDD ESTATES PROPOSED LOT COVERAGE: FILED:JANUARY 19, i 949 MAP NO. 1 672 ROOFED STRUCTURES: 1920 S.F.OR 18.3% SWIMMING POOL: 180 S.F.OR 1.7% SITUATE TOTAL: 2100 S.F.OR 20.0% MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. TAX MAP NO.: 1000-099.00-01.00-028.000 LOT AREA: 10,500.00 S.F. (0.241 ACRES) DATE SURVEYED: NOV. 6, 2020 PROPOSED ADD.: FEB.20, 2021 REV. LOT COV.: MARCH 24,2021 PROPOSED RESIDENCE:JUNE 25, 2021 REVISED:JULY 1, 2021 LOT t 5 REVISED:JUNE 16, 2022 ,`RE IDENCES W/ PUBLIC WATER------ -ELEVATIONS REFER TO NAVD88. 50_— L�152°00' 0.00 — _—— MON.FND. - ALL HOMES WITHIN 150'OF PROPERTYARE N — $ -54 _ '6*, -- CONNECTED TO PUBLIC WATER. 00 6� 50 T�PStORE `�j — Ir< -c- c�� ° 0 30 60 ° 0 o Feet 23.OX50.4 PROPOSED t ia� COMPOSITE .(J1 1 px1 B DECK DECK i IN GROUND t-.4t2 0 SCALE: 1 INCH= 3 0 FEET 1.5'W .' POOL f r t r m (NOT TO SCALE) °� aDt�E%PAT)OrJ" / " WALL TEST HOLE gp22� A3"GRADE�"`` '' •.. dill ul� SHAWN M.BARRON M.S. �r C-1.;•, rn OPEN - EXISTING RESIDENCE DATE:OCTOBER 14,2020 Oz'FZ O PORCH 1�: Am 23 TO BE DEMOLISHED 0 A- 32.00 Z GRADE ELEV.53.95 0 Z SANDY LOAM(SM) m �gp my�. 5' PROPOS D —m 0 a 2 STOR r0n? 'A m 5 BEDRO M CA BLOCK WALL 10 SP MIXED SAND WITH `t M RESIDENCE 0 GRAVEL ? F.FL63.92 ,"r , T m A D GARGE °y G.F.54.92 m i n r �' CONCRETE APPROXIMATE LOCATION 15' -I D ry „t; -- OF EXISTING CESSPOOL 0 z h�^ °Mho 1867 .Mm TO BE REMOVED. 17' 71 m�`h A> I1 �P RC °p 13.3 1 m 6i XI NO WATER ENCOUNTERED 0 z �0 h �� �` ,, Sq\ 0A y'P � m O •P PROPOSED �\ 11 1• BLK. m HYDRO ACTION AN400 (0� y0 3 0 6 E �- In O y� m I O II W a jrn -, POLE _ 1 y2 ADJACENT OX <I C FENCE K n C UTILITY POLE&OVERHEAD LINE TO } 0.5'W UNDERGROUND ELBE REPLACEECTRIC AL WITH NEW s N � \ m D ^ TOTHEHOUSE n 0 m +•! 0 t d.P. (��/ 0�o /^�1 nAJ q PROPOSED 0 UJ m GRAVEL I(n z 2 z co m AREA m 0 E.P. O/% / 71 � m m Z y 0D 9 S Co r 3 ve j3 O 0 ROpOSED/ O ASPHALT / <�\`� D- �tEWA O U'S`�O N 0� 6' 0 ��� N UTILITY POLE&OVERHEADLINETO mr i3 a �D 357.48 BE REPLACED WITH NEW U '' m r UNDERGROUND ELECTRICAL SERVICE TOTHE HOUSE 60 Sa2°00'0 "W TIL. a 446, y POLE OyOcy- V to-O_JJ P�5 eCgq.) O of OF NF W WATER VA WATER ER `G a qq MON.FND. y' 4>e6 Iv &g > 3 Y OS0990 q'Os MON.FND. Q O ANGEL .IOSEPH CECERE a PROFESS NAL LAND SURVEYOR s n N __ — _ _ - _ _ — _ __ _— .--.. LEGAL NOTES: Q /(^7M1(\.(,•J,_'�- `Fa - t.COPYRIGHT2019 AJC LAND SURVEYING PLLC.ALL RIGHTS RESERVED. 2.UNAUTHORIZED ALTERATION OR ADDITION TOTHIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209.SU&DIVISION 2.OF < NEWYORK STATE EDUCATION LAW. > T LAND SURVEYI-NCM PLLC 9.ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYORS EMBOSSED SEAL ARE GENUINETRUE AND CORRECT COPIES 0F THE SURVEYOR'S ORIGINAL WORKAND OPINION. "��, .✓ \. 1 `� r\I 4.CERTflCATONS ON THIS BOUNDARY SURVEY MAP SIGNIFYTHATTHE MAP WAS PREPARED IN ACCORDANCE WTTHTHE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEWYORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE C ( BOUNDARY SURVEY MAP IS PREPARED.TOTHETIM-E COMPANY.TO THE GOVERNMENTAL AGENCY.AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY O LAND SURVEYING &PLAN_NI'NG w/ MAP. _MENTS OR ENCROACHMENTS_ OFTEN NOT ALWAYS KNOWN AND 77 S. COLEMAN ROAD, CENTEREACI-I, NY�t����-20 NPR THE M�O ENCROACHMENTS ESHOW EA6. E LOCATION OF UNDERGROUND ST ARE SHOWN.THEIMPROVEMENTS PR ESTOTS OR ENCROACHMENTS NCR A LINES RE OTCO EREDSFIC THISS OSE U EAND THEREFORE ARE NOT 3 �PHONE�1 631�8�6�.9973 y ,u_ INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS.PATIOS PLANTING AREAS.ADDITIONS TO BUILDINGS,AND ANY OTHER TYPE OF ^f ----I--,— ` — CONSTRUCTION. V `- B.ONLY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE CTM THAN EMBOSSEDSEAL COPIES MAY CONTAIN UNAUTHORIZED AND UNDETECTABLE MODIFICATIONS.DELETIONS.AODITI DNS,AND CHANGES. y, -EMAIL -C-2,°46@OPTO LINE. ET 9.PROPERTY COMM MONUMENTS WERE NOT SETAS PART OFTHIS SURVEY UNLESS OTHERWISE NOTED. I O.ALL MEASUREMENTS REFER TO U.S.SURVEY FOOT. 0 POOL BACKWASH _ (DW 1 POOL O Or tom/ ,N 69V j � Dlhl r ROOF ORYWEII ICI 4 I ROOF DRYWELL PAA t 11 W APPROXMATE LOCATION i It OF EXISTING HOUSE lb row I it (TO BE DEMOLISHED) "SF sruAN u.euarar es. PROPOSED LIAOIrOW 3XY 16BEDROOM TORY tR�DE EtdV 5395' CONCRETE PAD I FRAM—F(1Qu$q FOR AIR PUMP :R-1c.ran AND CONTROLS f51"Fl�fl ELEV.�64,0' APPROXIMATE LOCATION �o.s•SANDY taw(seQ OF EXISTING CESSPOOL TO BE REMOVED. C.O.IN BASEMENT' ELECTRIC RISER DIAGRAM' ELECTRICAL���I TEST NIXED SWD VdM CONNECTION INE (( GRAVEL (SP) N.T.S. CONDUIT tip JIM PORGN GARAGE VENT LINE R.'55.e CONCRETE CURB UM-5.09- 10/4/ti9 ; snt 55=5•IAIR LINE NOTE: HYDRO o °Ib THERE ARE- NO DOMESTIC WATER WELLS AN500 YDN500 ON Izo' WITHIN 150' OF SUBJECT PROPERTY APPROXIMATE OCTOBER rs,2020 LOCATION OF D•BOX sz Ut3 ELECTRICAL tlMsest ,,I EASTING UTILITY r SERVICE IM FROM NO WATER o ., POD ' 1 PROPERTY LINE PROPOSED .I` LP ' WATER SERVICE - - : �.�� � (2)8[Ola x 8 GRAVEL} 'Deep Amrnnthg inrmgtt Ilatbs Leaching Pools Wt s, t EP / - v � tET?L TRAFFIC COVER W1 ` ', Call(E3i)83Z-S?$4,4$hours In heavy duty cast iron covers ;min.60ibs.to grade edvane•,to schedule lfup•dian(s). o w -' r (1) 8'Oiax&Daep C �—':�--ASPHALT t J �— `L Expansion Pool W/TRAFFIC O �- DRIVEWAY/ / > COVER W/heavy duty cast iron O fib+ r r C) u .. covers min 60lbs.to grade.THIS POOL TO BE INSTALLED WITH OD OTHER LP'S z, �;�, And the line must be---j 0 3sz+a' copped7/ -- S Da`-" 50'00'APPROXIMATE Abandonment of the existing sanitary system must t>e In LOCATION OF EXISTING / conformance YAM the Department's requirements. SILL OF MATERIALS UTILITY POLE / Submit completed form W WWO80 as proof APPROXIMATE LOCATION / O'dd 01 OF EIGSTING WATER MAIN. am R Z (PROVIDE NEW 1-1/e /Mtn 2t .r,Rlf#t UNDERCRWND WATER trgj'R� MAIN SERVICE TO THE HOUSE) WH) 4 N'lOfl Y�[[M[POD 4RIN M,Yn ♦ — NwM[ o MFIMIW i h HYDRO ACTION A 1LT_-,,.. ti. . -.. l....�..:�...,..__.w.a. •}..®....,.._.._.i:SSi'.`3 Iu"'Y`'"i�l'�l"Q- .. .....<_ <...,... .�..,.�.,,.,.w..�.�.._ .._,...........a_...v SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL Or CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY 0 LU Z ro� DATE 5/20/22 R-22-0358 F- 0. <Z _= L APPROVED 00 > FOR MAXIMUM OF 5 BEDROOMS N52-00-00E 50.00, EXPIRES THREE YEARS FROM DATE OF APPROVAL APR 2 3 2025 47)< 0 Revised Plan Approved 3119/25 POOL---- C:) BACKWASH Expires5/20/25 C9) PROPOSED STONE G, AM 0 gA21E) =7gwoU uvw D J Ir ROOF DRYWEL- F --ROOF DRYWELL L I 4E - Design Professional's Certification Required. I II UP APPROXIMATE LOCATION Submit P.E.or R.A.Certification for the OF EXISTING HOUSE Installation and Construction of the Sewage Disposal System (TO BE DEMOLISHED) Use Form WWM-073 PROPOSED II 513EDROOM 2HSTORY CONCRETE I FRAME HOUSE PAD FOR AIR 64.0. APPROXIMATE LOCATION PUMP AND OF EXISTING CESSPOOL TO CONTROLS BE REMOVED. Ld BASEMENT TEST LL ELECTRICAL HO LE r /- >- CONNECTION 11 Z IN CONDUIT PORCHAI GARA UP W FL=55.0 W VENT LINE--- — CONCRETE CURB 9 0 AIR (D z F-T ul LINE 0 6 W D 0) HYDROACTION ACUm 0 C\1 sm U) rl- I AN51DO < 0) LO R KE U) z (0 APPROXIMATE B. I - 0 Pr LOCATION OF -BOX 2 UG ELECTRICAL — LL U) EXISTING UTILITY SERVICE 1.0' U) (D POLE WWI r—FROM W X L PROPERTY LINE U- 0 0 M PROPOSED D� d D- LmWo d LP LP 4 WATER i/ SERVICE Uj [2]8'Dia x B'DeeP U) 0 Leaching Pools W/B.. TRAFFIC COVER W/ LP heavy duty cast iron covers 41.rol� min.60lbs.to grade _0 [1] 8'Diax8'Deep —11t- LILI c:) ASPHALT / Expansion Pool W/TRAFF;C , DRIVEWAY 14K COVER W/heavy duty cast iron b c:) covers min 60lbs.to grade.THIS 15 0a c:)0 0 POOL TO BE INSTALLED WITH 00 uELEC. 00 z OTHER LP'S Q NITR. ce) U) 357.4V S523 Vw 50.0C APPROXIMATE LOCATION OF EXISTING I DRAWN BY:JF JP UTILITY POLE APPROXIMATE LOCATION 3 CZ0 O� FEBRUARY 27,2025 OF EXISTING WATER MAIN. 01- (PROVIDE NEW 1-1/4' UNDERGROUND WATER MAIN SERVICE TO THE SCALE:AS NOTED HOUSE) W SHEET NO: • 1 SITE PLAN SCALE: 1" = 20" r F oUNDATION ASwBUILT LOT 32 - MAP OF BLOCK 1 CAPTAIN KIDD ESTATES FILED:JANUARY 19, 1949 -MAP NO. 1672 SITUATE MATTITUCK TOWN OF SOUTHOLD 1 q+ SUFFOLK COUNTY, N.Y. rinm OCT 2 a 2022 „ l " LOT 15 BUILDING DEP': TAX MAP NO.: 1000-099.00.01.00-028.000 LOT AREA: 10,500.00 S.F. (0.241 ACRES) DATE SURVEYED: NOV. 6,2020 _ N52000'00"E FOUND.AS BUILT:OCT. 17, 2022 -50- 50.00 S 52--- N p - 54---- - -ELEVATIONS REFER TO NAVD88 p_ _ 6— t6 F32——__ _ N O ' 6 --60 -'faP'St 00 '. 0 30 60 p Feet 0 in O SCALE: 1 INCH= 30 FEET 0 m 9.0' 9.1' R-.—LL 0.2'W o� POURED 8"WIDE W CONCRETE N POURED CONC.WALL (0 FOUNDATION O I • 1� ��•///�\J. WALLS l0 O- P ,, V - TOP FND.=62.80 RET.WALL 0.2'W 31.9' FEN. 9.0' 1.5'W 4\ 0 9.0 `(2)12"x 12' CONC.FO TINGS O LOT 31 PART OF LOT 14 CJ `U UTIL. C POL r N r_ 2 �0 n 0 =rAn ^ n O O =0>O 41 �'J co < 0 r0 0 j 0 z D zD 000 r m D O N O O < 0 g �� �a 357.48 rn� a 50 00 S52G00'00"W UTIL, d POLE 0 CL gVOGKGVR� N `/\ N A\7 O WATER VA E x� WATER ER C o MON.FND. N 4j86 .� 01F NEW!►� y,SQ' 3�py o o MON.FND. 050990 r L a 0 o: ANGPCO JOSEPH CECERE a PROF; ZONAL LAND SURVEYOR 25 N n U LEGAL NOTES: Q — _ 1.COPYRI GORE ALTERAnGN OR DDITI PNTOTHI SURVEY RESERVED. 71 ■■�I��■ R Y 'N/' \ P 2.UNAUTHORIZED ALTEPATiON OR AOD1T10NTO THI55URVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL ISAVIOLATON OFSECTION]209.SU&DMSION 2.OF / A� L NI S I 1VE i t lG i L�� - NEINYORK STATE EDUCATION PS j ./ 3.ONLY BOLLNDARV SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINETRUE AND CORRECT COPIES OFTHE SURVEYOR'S ORIGINAL WORKAND OPINION. 4.CERTIFICATIONS ONTHIS BOUNDARY SURVEY MAP SIGNIFYTHATTHE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND U ry SURVEYS ADOPTED BY THE NEWYORKSTATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.INC.THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE C LAND SURVEYING & P,LA'NNI-N, BOUNDARY SURVEY MAP IS PREPARED.TO THET LE COMPANY.TO THE GOVERNMENTAL AGENCY.ANO TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY O ,.�✓' I / __ MAP. r u p'�w/ � I.THE LOCATION OF UNDERGIRODUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTAL.WAYS KNOWN AND OFTEN MUST BEESTIMATED.IFANY UNDERGROUNDOR ENCROACHMENTS d 77 S. COLEMAN ROAD, CENTEREACH, Y'If�� i�O 7 THE OFFSETSPROVEMENTSORDIMENSIONS)SHOWN EREON FROM ST OR ARE SHOWN, E STRUCTURES TO THE PRO ERRTY LINES ARE FOR AS ECFICOACHMENTS ARE NOT mPURPOSE ANDU EAND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS,POOLS.PATIOS PLANTING AREAS.ADDIRONSTO BUILDINGS.AND ANY OTHERTYPE OF PHO 9' 63 i.846.9973 — — --- CONSTRUCTION. -0 i �--I 7f I I� 8.ONLY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHER THAN EMBOSSEDSEAL COPIES MAY CONTAIN UNAUTHORIZED AND UNDETECTABLE MODIFICATIONS.DELETIONS,ADOMONS.ANO CHANGES, y �� I S.PROPERTY CORNER MONUMENTS WERE NOT SETA5 PARTOFTHIS SURVEY UNLESS OTHERWISE NOTED. ->"-"EM�IMAAILL:A.C246@OPTONLINE.NET 1 O.ALL MEASUREMENTS REFERTO U.S.SURVEY FOOT. / i U LOT 15 US2000'00"E 50.00 --50---- MON.FND. N - 52-- - _ _�--54--_- _-_ 56----- O- 8----- o- - RETAINING WALL TW:63.1 k BW:57.2 RETAINING EfESri �� (t j OTW:63 2 OD BW:59.5 " MMING P00 �•1� O Dxwe' O WOOD WALL I D.W. MASONRY PATIO O W/GLASS RAUN frl TRENCH DRAIN EL 62.9 WOOD FENCE TRENCH DRAT 0' N WALL EL62.6 s OPEN PORCH W/ ti �� ROOF DECK ABOVE k6'1r BLOCK RErwALL 32.2 TW62.1 POOL 93TP. BW59.5 5.3 E 0 BLOCK RET. GATE WALL 2 STORY FRAME POURED CONC.WALL BLOCK RETTW60 DWELLING ti BW60.1 ^' NO. 275 F.FL.=63.88 RIDGE=95.02 BLOCK RET..W60 .0' BW56.2 19.6 m SANITARY htik OPEN P RC 13.8 0' CONTROL PANEL 6 air BLOCK LOONLINEKRET.WALL AL O (0) Action BW52:2 C �' "Icn ".G hydro AN 500 PART OF LOT 14 (` 'i cyc.waLL 11�sLBoa LOT 31 I 0?w h7 4 o LOT 32\ C -�52 _8,B, _ Lwchy�oo� r A �/ 7.0 I n m 51, /\\ (� / ; (�1 a. O I ) lnachPod /,y �! 8 p118 dp If rye� '1 ►►I �! 3 0 J z �� A WTBKCA IH BLOCK N v m O a O I 4�/ /- O �0� >. O BEM R ; . 3 DRAIN IOW/ O SjO m JN'10 / ®INLETS 357.48 3 �IrGATE '� so ITI iL a N 50.0 S520 '00"W N UTIL. OH ON-OH OH- POLE 45.6 3 947.4 0 IBOCK�R9 0 3 C44.74 m I +45,6 o O O METER i !1`GC� 47.0 47.2 x 11iC_ Qj MON.FND. 47.86 L50 N O G O 3 v Y U r_ MON.FND. a SURVEY OF PROPERTY Of O LOT 32 - MAP OF BLOCK 1 CAPTAIN KIDD ESTATES _ FILED:JANUARY 19, 1949 -MAP NO. 1672 1n SITUATErl U MATTITUCK, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. F NEW j. E OSEP O TAX MAP NO.: 1000-099.00-01.00-028.000 �@ 3 0 LOT AREA: 10,500.00 S.F. (0.241 ACRES) y m DATE SURVEYED: NOV. 6, 2020 O FOUND.AS BUILT:OCT. 17,2022 16 FINAL SURVEY:DEC. 16, 2024 0 30 60 OS 9 E Feet F -ELEVATIONS REFER TO NAVD88. SCALE: 1 INCH= 30 FEET j rn c T 0 LEGAL NOTES: N -- 1.COPYTHORIZ0D A.ICALTERATION LA ION RADOM NTOTLLRIGHTSREBERVED. �1ta11\ 2.WYORK STATD TE DUCATTO IO LAWAOORIONTO THI66URVEY MAP BEARINGALICENSED LAND SURVEYOR'S 6 6A VIOLAl10N OF 6EGT10N 7209,6U&DIVISION 2.OF AJC LAI`ID SURVEYING�l L,•`V A 3.ONLY BOUNDARY SURVEY MAPS WITH THE 6URVEYOR SURVEYORS EMBOSSED SEAL ARE GENUINETRUE AND CORRECTCOPIES OFTHESURVEYOR'S OR GINAL WORKAND OPINION. O "1 I F'�I 4.CERTIFICATIONS ONTHIS 13OUNDARYSURVEY MAPSIGNIFYTHATTHE MAPWASPREPARED IN ACCORDANCE WITH THE CURRENTS ISTING CODE OFPRACMCE FORLAND v SURVEYS ADOPTEO BYTHE NEW YORK STATE ASSOCIATION OFPROFESSIONAL LAND SURVEYORSMAP. .INC.THE CERRFICATION ISLIMITEDTO PERSONSFORWHOMTHE U �J;yIII BOUNDARY SURVEY MAP IS PREPARED.TOTHETITLE COMPANY.TOTHE GOVERNMENTAL AGENCY.ANDTOTHE LENDING INSTITUTION LISTED ONTHIS BOUNDARY SURVEY -� LAND SURVEYING & PLAIVN,I-lG fH- THE CERTIFICATIONS HEREIN ARE NOTTRANSFERABLE. /�-.-✓ / VVV ICJ 6.THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNOWN AND OFTEN MUST BE ESIMATEO.IFANYUNOERGROUND N 53 WADING RIVER MANOR,RD., MANORVILLE �r949 IMPROVEMENTS OR ENCROACHMENTS EAST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOTCOVERED BYTHIS SURVEY. V o/�/� []�] 7.THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR ASPECIFIC PURPOSEAND USE AND THEREFORE ARE NOT _ PrfLIONE' 631-04 V��J/ INTENDED TO GUIDETHE EREGRON OF FENCES.RETAINING WALLS.POOLS.PATIOS PLANTING AREAS,ADDITIONS TO BUILDINGS.AND ANY OTHERTPE OF / 1 ` /E' 1� - 1 .. _.-. ___ __ CONSIAULTON. t.d "�.,K` C"•'K. B.ONLY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHERTHAN EMBOSSED-SEAL COPIES MAY CONTAIN UNAUTHORIZED AND a) LL UNDETECTABLE MODIFICATIONS,OELETIONS,ADDITIONS,AND CHANGES. EMAIL: INI-O.@AJdI _M SURVEYINGI.COM 9.PROPERTY CORNER MONUMENTS WERE NOT SETAS PARTOFTHIS SURVEY UNLESS OTHERWISE NOTED. j 10.ALL MEASUREMENTS REFERTO U.S.SURVEY FOOT. / U LOT 15 N52°0000"E 50.00 -50-_-_ 110141110. N -- p_ �LT 66___._-2.--- H O -- -_ - Rm"10 WALL O M.63.1 .57.2 ' RErawNiD�� a d'�r W W:631 GO sw59s MI 7.1 0sw� 0 . /88 O ILUOD WALL I ON. IIA4N4VY PAllO O w/�RAnBL to iRF71CH OWN EL 619 vKKO FUM TRENCN�2,6_ ,.01 o.NRC'H W/ WAIL r'''1E 2 ROOF DECK AM r6.11 am RE.ILL 3u BiwA1 pOCl5E3EP BLOC(W. 1E WALL 2 STORY FRAME —PWBED CONE WALL am 10,W 1 S DWELLING N A.1 NO.275 F.FL=53.88 RIDGE=95.02 BLOCK REr1 p, A 19.6 OP N a e SWBNW y,,1` Js CONIROI.PANEL a°W°11/ o 5P RET.WALL O tQ1 BM22 PART OF LOT 14 ( ANC,W� LOT 31 0C QrgH_m-f1'x` rri LO az�, 'o m U %-'�� `� n z �k4 a (p G11111 DI6VEWAY = N V WITH BLOCX GI4 � U JU1�A� O 11 L O LOLV O 7Em /gg'e'" J�SSQ a 0 . M OIUM I`.W../ •1�0. to x11s ,� m 357.48 _ rABo vcA,E 50.0 c 552° ''00"W guliding Department PoE _ 'Down of Southold °1 — t: I .74 I N�o z ,Q`P��\G��G 471 ! - 47b6 `50 i! T aON FND. G s SURVEY OF PROPERTY LOT 32-MAP OF BLOCK 1 CAPTAIN KIDD ESTATES SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES - FILED:JANUARY 19,1949-MAP NO.1672 APPROVAL OF CONSTRUCTED WORKS FOR SITUATE ASINGLE FAMILY RESIDENCE MATTITUCK,TOWN OF SOUTHOLD Date W17125 H.S.Ref.No. R-22-0358 SUFFOLK.COUNTY,N.Y. �pme�y The sewage disposal and water supply racililes at this location have been Qi 1`O inspected and/or certified by this Department or other agencies and found TAX MAP :1 1000 0 S.F.(0.241 A 28.000 5 y o° to be satisfactory FORA MAXIMUM OF BEDROOMS, y LOT AREA:10,500.00 S.F.(0.241 ACRES) DATE SURVEYED:NOV.6,2020 JOILIATHAN PAI,RE.,CHIEF Q� r FOUND.AS BUILT:OCT.17,2022 Office of Wastewater Management >cd a - FINAL SURVEY:DEC.16.2024 0 30 60 ` Feet Os09 E -ELEVATIONS REFER TO NAVD88. SCALE: 1 INCH= 30 FEET LAM j t '- C T1_' SURVEYI A G tPL�LIC� o D�SURVEYING&PA R� $ 11534U1/AD1NG RIV QiVIFANOR RD NirA OR ILLE�' ° 49 b � ,s .. EMAIL:INFO@A!JE RVEYING.COM I FEat",A_ _o_s, *".•� �u.�+z°ram-E�2� Generated by REScheck-Web Software Compliance Certificate Project 275 Miriam Rd Energy Code: 2020 NYStretch - 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,848 ft2 Glazing Area 7% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 275 Miriam Road Nick Constantine Cherico King Mattituck, NY 11952 166-38 14th Ave Cherico King Architect PC Beechhurst, NY 11357 36-06 37th Street, 2nd floor (917)4408999 LIC, NY 11101 nick@zornick.com 17183920078 cherico@ckingarch.com trade-off Compliance: 14.5%Better Than Code Maximum UA: 386 Your UA: 330 Maximum SHGC: 0.40 Your SHGC: 0.18 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Assembly or Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,616 49.01 0.0 0.026 0.026 42 42 Wall:Wood Frame, 16" o.c. 4,392 21.0 21.0 0.025 0.045 103 185 Window 2:Wood Frame- SHGC: 0.18 291 0.270 0.270 78 78 Basement Wall: Solid Concrete or Masonry Wall height:4.0' 1,616 0.0 10.0 0.066 0.050r107 81 Depth below grade:4.0' Insulation depth:4.0' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2020 NYStretch-2018 IECC requirements in REScheck Version REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: 275 Miriam Rd Report date: 05/26/22 Data filename: Page 1 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2020 NYStretch - 20181ECC Requirements: 98.0% 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. 5ect,on War4s Yertfi�ed F�elc! erifi[e _# ire Inspectro a/Klan Renew Compltes� Comments/A" sure ons ,Value 103.1, iConstruction drawings and ❑Complies Requirement will be met. 103.2 i documentation demonstrate � I �� ❑Does Not [PR1]1 Ienergy code compliance for the ' 'k ;Location on plans/spec: building envelope.Thermal , ❑Not Observable .EN-004 i envelope represented on El Applicable construction documents. 3 a, 103.1, ;Construction drawings and a a ❑Complies Requirement will be met. 103.2, documentation demonstrate Not 403.7 energy code compliance for f � � az Location on plans/spec:A- [PR3]1 Jightin and mechanical s stems ❑Not Observable raj ;Systems serving multiple � zz �� )❑Not Applicable :dwelling units must demonstrate E2 g E :compliance with the IECC i a �g 8 f `#` `a . ;Commercial Provisions. I, Z RA � �w fi 'Heating and cooling equipment is: Heating: ; Heating: ❑Complies Requirement will be met. 403 7sized per ACCA Manual S based : Btu/hr l Btu/hr '❑Does Not ion loads calculated per ACCA :Location on plans/spec:A- L,tfi� yf ] : Cooling: Cooling: ❑Not Observable Manual or other methods 020 i � ,; •£*,� � Btu/hr ; Btu/hr ❑Not A licable „ approved by the code official. pp Additional Comments/Assumptions: t t 1 High Impact(Tier 1) 2i Medium Impact(Tier 2) 31 Low Impact(Tier 3) Project Title: 275 Miriam Rd Report date: 05/26/22 Data filename: Page 2 of10 { Sectiion Plans Vert ied Fi6ld Uenf�ec� � 0ouettiatidn-Anspectoon Complies Comments/Assumptions Value :Value 402.1.1 ;Conditioned basement wall R- R- ':❑Complies ;See the Envelope Assemblies [F04]1 :insulation R-value.Where interior: R- R_ ❑Does Not table for values. ;insulation is used,verification :may need to occur during ;❑Not Observable :Insulation Inspection. Not ❑Not Applicable required in warm-humid locations: !in Climate Zone 3. ; 303.2 ;Conditioned basement wall sO ❑Complies ;Requirement will be met. [F05]1 :insulation installed per 5ElDoes Not 1 !manufacturer's instructions. , Location on plans/spec: ❑Not Observable EN-004 '"E❑Not A . <. PPlicable 402.2.9 ;Conditioned basement wall ;, ft ft ❑Complies :See the Envelope Assemblies [1706]1 (insulation depth of burial or : _ '❑Does Not 'table for values. !distance from top of wall. ❑Not Observable i f : : ❑Not Applicable f 3 303 lay A protective covering is installed - Complies Requirement will be met. [F011]z Ito protect exposed exterior ❑Does Not „ insulation and extends a Location on plans/spec: ❑Not Observable $ minimum of 6 in. below grade. []Not Applicable EN-004 �<� 403 9Y ' Snow-and ice-melting system j❑Complies Exception: Requirement is [F0a1 2>]3z akrf € f controls installed. ❑Does Not not applicable. ._ , _ ,❑Not Observable � ❑Not Applicable 9m�� Additional Comments/Assumptions: 1 High Impact(Tier 1) 2` Medium.Impact(Tier 2) 3'; Low Impact(Tier 3) Project Title: 275 Miriam Rd Report date: 05/26/22 Data filename: Page 3 of10 Section Pans Verifoed Faeld.11erefeesll ' Framing/Rough In tnspect�an Coov�plies� Gommtents/Asstarnp� ions value VaR S[.11164,D, E ue , 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, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable E E S E E ! f i 303.1.3 ;U-factors of fenestration product sde ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance ❑Does Not :with the NFRC test procedure orE Location on plans/spec:A- ' ❑Not Observable 005 WINDOW SCHEDULE :taken from the default table. " . ❑Not Applicable : PP AND SPECIFICATIONS. 402.4.1.1 ;Air barrier and thermal barrier a ❑Complies Requirement will be met. [FR23]1 :installed per manufacturer's ZT z ❑Does Not :instructions.An approved third- Location on plans/spec: ec: k party will inspect all components ❑Not Observable p p OWNER TO RETAIN 3RD :and verify compliance. Seer ❑Not Applicable PARTY INSPECTION AGENCY. :section details and guidance E �� :from Table R402.4.1.1. ' 402.4.3 :Fenestration that is not site built P� ❑Complies Requirement will be met. [FR20]1 :is listed and labeled as meetingEl Does Not EAAMA/WDMA/CSA 101/I.S.2/A440 4� _` ❑Not Observable or has infiltration rates per NFRC � 400 that do not exceed code � ❑Not Applicable $ :limits. 402}4i5&r IC-rated recessed lighting fixtures( ' . ❑Complies Requirement will be met. [hKdb1 r sealed at housing/interior finish � ❑Does Not ` I�r and labeled to indicate <_2.0 cfm f , z ;❑Not Observable leakage at 75 Pa. sui 4£❑Not A p p licable 403.3.1 ;Supply and return ducts in attics e i❑Complies !Exception: Ducts located [FR12]1 ;insulated >= R-8 where duct is : ❑Does Not completely inside the >= 3 inches in diameter and >= f _s building envelope. R-6 where< 3 inches. Supply and � ❑Not Observable return ducts in other portions of � � ❑Not Applicable !the building insulated >= R-6 Torf .diameter>= 3 inches and R-4.2 Ifor< 3 inches in diameter. 403.3.2 :Ducts, air handlers and filter x a ❑Complies 'Requirement will be met. [FR13]1 :boxes are sealed with ❑Does Not .joints/seams compliant with Location on plans/spec:A- ,International Mechanical Code or � � ❑Not Observable 020 E International Residential Code, as ❑Not Applicable !applicable. I 1-. s ,_._..a 403.3 l Duct system in new buildings and: e � d � ?K]Complies Requirement will be met. [FI32]1 (additions are located in a ff tEl Does Not :conditioned space in accordance . � 3 � :Location on plans/spec:A- Not 4with Sections R403.3.7 (1-2). -i ❑Not Applicable e 020 403.3.8 ;Ducts are sized in accordance a s g ❑Com lies Requirement will be met. [FI33]1 with ACCA Manual D and sections ❑Does Not q R403.7-8. Location on plans/spec:A- �� ❑Not Observable 020 � ❑Not Applicable 403.3 5{ Building cavities are not used as t � �8 � a; ❑Complies :Requirement will be met. [FR15]3 Nducts or plenums. ❑Does Not # � ❑Not Observable :Location on plans/spec:A- � � � 020 ❑Not Applicable 1 High Impact(Tier 1) 2,' Medium Impact(Tier 2) r3t Low Impact(Tier 3) Project Title: 275 Miriam Rd Report date: 05/26/22 Data filename: Page 4 of10 .Sevt143n Plains VeYlf9e[I Ftelal v@Yf1€1�d # F"rantrng,i Roug Value , 1%alue Coanpl�es� Comments/Assuengst�ons ,RSIID 403 J 7 ;,Ducts declared to be within the ; ❑Complies ;Requirement will be met. [FR281 jzconditioned space are either 1) ,❑Does Not ,completely within the continuous E ��� Location on plans/spec:A- " ;,air barrier and within the building � Z �, � ❑Not Observable 020 !thermal envelope,2) buried f>MVL ❑Not Applicable wit hi ceiling insulation in � MWI I 3 s �. s!accordance with Section .� � R403.3.6 and the air handler is E located completely within the ;5l 11 continuous air barrier and within NW l � � ,the building thermal envelope , ;,and the duct leakage is <=;1.5 Ecfm/100 square feet of 11 { conditioned floor area served by ';the duct system, or 3)the ceiling 's ;insulation R-value installed x ``4$ Eagainst and above the insulateda ;duct>=to the proposed ceiling ' ,insulation R-value, less the R- R 'F 3 g'g ;!value of the insulation on the � � �2 4'03 4�i'�ri HVAC piping conveying fluids R- R ❑Complies ;Requirement will be met. [FR17]? above 105°F or chilled fluids ! ! ❑Does Not `; below 55°F are insulated to?R- E S Location on plans/spec:A- 3 ❑Not Observable 020 � n f ! �❑Not Applicable 403.4.1 Protection of insulation on HVAC ' ?❑Complies Requirement will be met. [FR24]1 (piping. []Does Not Location on plans/spec:A- ❑Not Observable .020 f � ... .,_,: ❑Not Applicable 403 5 3`,r Hot water pipes are insulated to R- R- i❑Complies ;Requirement will be met. [FR18]z >R-3. F ❑Does Not g 2 t i ❑Not Observable :Location on plans/spec:A- O ;❑Not Applicable Energy conservation measures R- R- ❑Complies sRequirement will be met. [FR2`9']Z,,- for SWH systems follow ! _ :❑Does Not guidelines in section R403.5.1-5. ;Location on plans/spec:A- V ❑Not Observable ❑Not Applicable 020 403 6 ; Automatic or gravity dampers are a t,, ❑Complies ;Requirement will be met. [FR19]z installed on all outdoor air ❑Does Not intakes and exhausts. !qq � � � s ❑Not Observable �t # a.., . . ; k ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact-(Tier 1) 2 Medium Impact(Tier 2) 3` Low Impact(Tier 3) Project Title: 275 Miriam Rd Report date: 05/26/22 Data filename: Page 5 of10 S6C1CIon a gff £ a € a Pla6serafaet! IFreld`i[er€f�er1� �� m�lies� +�omments�Assump �ons# Insulation7Enspecton y ,;,> v . .•�'' 303 1 All installed insulation is labeled Af 9 ❑Complies Requirement will be met. [IN13]z ,3r or the installed R-values �� �❑Does Not r � f`4ar�°s=provided. e � � � ❑Not Observable Y i f fa` -ait £y ❑Not Applicable 402.1.1, ;Wall insulation R-value.'lf.this is a; R- R- ILJComplies ;See the Envelope Assemblies 1 402.2.5, i mass wall with at least 1/2 of the ❑ Wood ❑•Wood ❑Does Not table for values. 402.2.6 ;wall insulation on the wall Mass [IN3]1 ;exterior,the exterior insulation r Mass F❑ ❑Not Observable i f requirement.applies(FR10). ;❑ Steel ❑ Steel ❑Not Applicable I 1 { 3 1 3 £ i • E F 3 I E £ 5 • 303.2 ;Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 (manufacturer's instructions. �\ \ '� ❑Does Not ❑Not Observable Location on plans/spec: ❑Not Applicable EN-004 Additional Comments/Assumptions: .. f i Y 7 �r I> 'i t 1 •I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3" Low Impact(Tier 3) Project Title: 275 Miriam Rd Report date: 05/26/22 Data filename: Page 6 of10 Section Plans VerifiedF�eld„Ver�f�eti Final Inspection Provisions. Complies ,CornmentsMisumptions &.Req.ID , Value Value .. 402.1.1, ;Ceiling insulation R-value. ; R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood 3❑Does Not ;table for values. 402.2.2, 402.2.E `❑ Steel ❑ Steel ❑Not Observable [Fill' ; ; '❑Not Applicable t F 1 I i 1 1 I 303.1.1.1, ;Ceiling insulation installed per ❑Complies :.Requirement will be met. 303.2 :manufacturer's instructions.' ❑Does Not [FI2]1 Blown insulation marked every y ❑Not Observable Location on plans/spec: ;300 ft2. t EN-004 tt - ❑Not Applicable 4022 3 ; Vented attics with air permeable ' ❑Complies ;Requirement will be met. [Fx122]2 #insulation include baffle adjacent ❑Does Not to soffit and eave vents that s :Location on plans/spec: ,z ,.,extends over insulation. ' _ ❑Not Observable EN-004 a ,.} � �❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ''❑Complies ;Requirement will be met. [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. Location on,plans/spec: ❑Not Observable EN-004 '❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = '❑Complies Location on plans/spec:A- [FI17]1 lath in Climate Zones 1-2, and l '!❑Does Not :020 <=3 ach in Climate Zones 3-8. ::[:]Not Observable '❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies Exception:All ducts and air [FI27]1 :determine air leakage with : ft2 : ft2 ;❑Does Not 'handlers are located within :either: Rough-in test:Total ; ❑Not Observable ;conditioned space. :,leakage measured with a ; ❑Not Applicable e :pressure differential of 0.1 inch ; ; pp :Location on plans/spec:A- :w.g. across the system including 020 ;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 ; l handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 :❑Complies ;Requirement will be met. [FI4]1 :cfm/100 ft2 across the system or : ft2 : ft2 ❑Does Not l<=3 cfm/100 ft2 without air l :Location on plans/spec:A- E handler @ 25 Pa. For rough-in : '❑Not Observable :020 :tests, verification may need to j❑Not Applicable occur during Framing Inspection. : 403.3.2.1 ;Air handler leakage designated ❑Complies Requirement will be met. [FI24]1 I by manufacturer at<=2%of ` ❑Does Not i design air flow. :Location on plans/spec:A- � a ❑Not Observable -=;;,!' ❑Not Applicable Bozo 403 1 1 '. Programmable thermostats [ " Complies ;Requirement will be met. [FI9]z F 1 ;installed for control of primary „3❑Does Not jl heating and cooling systems and [ 'Location on plans/spec:A- " % initially set by manufacturer to ❑Not Observable :020 A, specifications.ecifications. ❑Not Applicable e t,. 40+3 1+`'2 Ff i Heat pump thermostat installed ' -J❑Complies :Requirement will be met. [FI10jz' on heat pumps. a ❑Does Not � a ; Location on plans/spec:A- ov I ❑Not Observable ;020 ;, r �+❑Not Applicable 403`5 1 Circulating service hot water € ❑Complies ;Requirement will be met. [FI11]z s (systems have automatic or ❑Does Not 4accessible manual controls. !Location on,plans/spec:A- I ; ;❑Not Observable • 020 �l pie ❑Not Applicable 1 High Impact(Tier 1) Z`I( Medium Impact(Tier 2) 1.;T Low impact(Tier 3) Project Title: 275 Miriam.Rd Report date: 05/26/22 Data filename: Page 7 of10 Section " Plans'Verffied Feld Ver�f�ed Flnal'Irispect on Provis�ons� Complies? Comments/Assumptions, &"Fleq.ID 'Value- Value 403 6 1 i All mechanical ventilation system ❑Complies ;Exception: Requirement is [FI25r]z <<Tkfans not part of tested and listed ; ❑Does Not not applicable. E HVAC equipment meet efficacy 4 ;and airflow limits per Table ❑Not Observable { �IR403.6.1. r , � h ' �� ❑Not Applicable 4036 2 ;Every dwelling unit is served by a; ❑Complies ;Exception: Requirement is [FI34:]2 $heat recovery ventilator(HRV) or ; � ❑Does Not not applicable, energy recovery ventilator(ERV) s ' installed per manufacturer's ❑Not Observable } 'instructions.The HRV/ERV is ❑Not Applicable r listed and sized adequately for gr� y the specific application,which will include the building's ;conditioned area, and number of l occupants. 403 6 3 Installed performance of the g yi ❑Complies :Requirement will be met. [FI353 ; mechanical ventilation system is =❑Does Not tested and verified by an z p p' s a � � �` location on plans/spec: ec: approved agency and measured j❑Not Observable ;OWNER TO RETAIN 3RD using a flow hood,flow grid, or ,e $ `' va❑Not A licable pP PARTY INSPECTION AGENCY. ;•;:,�, other airflow measuring device. 403`2 :,Hot water boilers supplying heat E ❑Complies Exception: Requirement is [FI26]? through one-or two-pipe heating ❑Does Not :not applicable. systems have outdoor setback21 ; p . control to lower boiler water $�r ° ' ❑Not Observable n '{ temperature based on outdoor _ ;❑Not Applicable g �ttemperature. €. _. .. .�. 403.5 1 1 Heated water circulation systems �� ❑Complies !Requirement will be met. [FI28] �,2 ,, have a circulation pump.The r ❑Does Not system return pipe is a dedicated N, ,Location on plans/spec:A- ❑Not Observable return pipe or a cold water supply 020 ra i pipe. Gravity and thermos- ❑Not Applicable syphon circulation•systems are not present. Controls for circulating hot water system pumps start the pump with signal ,e 'for hot water demand within the „ gd ?occupancy. controls automatically turn off the pump ,when water is in circulation loop is at set-point temperature and ;g no demand for hot water,exists. 403:5 Electric heat trace systems I ❑Complies ;Exception: Requirement is [FI2 gig,ri i a comply with IEEE 515.1 or UL not applicable.Does Not " _ 515. Controls automatically 7, adjust the energy input to the : ❑Not Observable ' heat tracing to maintain the ❑Not Applicable k desired water temperature in the ,',piping. 403'5 2 r ;Demand recirculation water ° ❑Complies ;Exception: Requirement is systems have controls that ❑Does Not :not applicable. manage operation of the pump and limit the temperature of the ❑Not Observable ,;water entering the cold water ❑Not Applicable r, :.rtpiping to <= 1049F. .. .. o 1 High Impact(Tier 1) '2"', Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: 275 Miriam Rd Report date: 05/26/22 Data filename: Page 8 of10 Section Plans Very#red" Feld Uer�fied #k Final Inspection Pravis�ons 3/a�ue � Ualae Complies CommentsJAssumpCions 4033"54,` „Drain water heat recovery units ❑'Complies Exception Requirement is [FI31]z'N�* have>=40 percent efficiency if ` $ []Does Not not applicable. installed for equal flow or>=52 ;percent efficiency if installed for ; ❑Not Observable ;Unequal flow.Vertical drain water ❑Not Applicable T heat recovery units comply with r " d S�CSA B55.2 and tested and ) s labeled in accordance with CSA `(B55.1. Potable water-side 's pressure loss of drain water heat ' recovery units are < 3 psi for t' individual units connected to one iv a• t g or two showers. Potable water- a � s side pressure loss of drain water heat recovery units are < 2 psi , for individual units connected to . three or more showers. 403G55(f1 Heated water supply piping is in i � ;❑Complies ;Requirement will be met. ,4)X) ,acccordance with one of the x ❑Does Not fE,133J2 following: 1) Maximum allowable_ :Location on plans/spec:A- rr pipe length method, 2) Maximum t �� , ❑Not Observable ,020 allowable pipevolume mehtod, ' ' �€ ❑Not Applicable , r i3) Drain water heat recovery units, or 4) Recirculation Systems. r 6 40310 1'= Readily accessible switch on y�� L � zs ❑Complies ;Exception: Requirement is [FI12j3 heaters for swimming pools or ❑Does Not ;not applicable. permanent in-ground spas. Switch operation does not W �g ❑Not Observable {change heater thermostat - rv' �, ❑Not Applicable ; setting. Heater circuit breaker is installed independent of switch. y, Gas-fired heaters equipped with I ignition pilots that are not .'_continuously burning pilots. ° .w ° _� ° 403 7 0 2 Timer switches or other " y �� $�' ❑Complies :Exception: Requirement is - [FI19j3 automatic preset schedule �� � ❑Does Not not applicable. control method are installed on ❑Not Observable heaters and pumps serving pools ;" `c� ate• and permanent " ❑Not Applicable 4 " 'Outdoor heated pools and F ❑Complies ;Exception: Requirement is 03 103 [FI20]3 outdoor permanent spas have a � `❑Does Not. not applicable. ' vapor retardant cover. F ❑Not Observable I ❑Not Applicable 404.1 :90%or more of permanent r' [l ❑Complies Requirement will be met. [FI6]1 :fixtures have lamps with an ti� 6 ❑Does Not :efficacy >= 65 lumans/watt or " ❑Not Observable Location on plans/spec:A- ,have a total luminaire efficacy 001 >=45 lumens/watt. 3❑Not Applicable 404.2 :Detached one and two-family H" ❑Complies ;,Exception: Requirement is [FI35]1 dwellings and townhouses where ❑Does Not not applicable. :the conditioned space is> 1,400 sf comply with the requirements ; ° ❑Not Observable :of Appendix RA. ❑Not Applicable 404.3 :One or two-family dwellings and ❑Complies ;Requirement will be met. �� � [FI36]1 townhouses with parking area - � ❑Does Not provided on the building site shall € t �Location on plans/spec: ❑Not Observable , have a 208/2'40V 40-amp outlet OWNER TO PROVIDE :for each dwelling unit or panel �_ °,��� � " ❑Not Applicable :capacity and conduit for the :future installation of such an $ :outlet. See section details. �i 1 High Impact(Tier 1) 2.=5 Medium Impact(Tier 2) 3t; Low Impact(Tier 3) . Project Title: 275 Miriam Rd Report date: 05/26/22 Data filename: Page 9 of10 J Sec >ion Plans Verified Feld Verified Final Inspection Provisions: , Complles� Comments/Assumptions Req.iD �-Ualue � Va llue 404.1. F n _:v : .. t _ ., � •.... ,r � ., uel gas lighting systems have ; _ Comp Exception:Exception: Requirement is 1 [FI23]3 no continuous pilot light. ❑Does Not not applicable. .. ❑Not Observable 1❑Not Applicable' ;Compliance certificate posted. ❑Complies Requirement will be met. [FI7]z= 3 ❑Does Not .� ❑Not Observable ❑Not Applicable 303:3 iManufacturer manuals for :x•;,❑Complies Requirement will be met. [FI1813 tmechanical and water heating ❑Does Not 'systems have been provided. ¢� ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2'+ Medium Impact(Tier 2) ,3' Low Impact(Tier 3) Project Title: 275 Miriam Rd Report date: 05/26/22 Data filename: Page 10 of10 • r y :d 2020 NYStretch } 2018 IECC Energy EfficiencyCertificateInsulation Rating R-Value { i .t Above-Grade Wall 42.00 Below-Grade Wall 10.00 H Floor 0.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): E Door Rating U-Factor SHGC Window 0.27 0.18 Door vj Heating i� Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments { f `i i u i i r� 1 J +i N52000'00"E 50.00' INDEX OF DRAWINGS: Cherico King Architect, P.C. Architectural Design & Plannin 1 . T-001 TITLE SHEET, PLOT PLAN & ZONING ANALYSIS 36-06 37th Street 2nd Floor ------ 2. D-001 EXISTING HOUSE DEMO PLAN0` ,� Long Island City, New York, 11101 ----� -� 36'X36'X6' '_ _ - _ SLAB WITF 3. A-001 FLOOR PLANS: (BASEMENT, 1st & 2nd FLOORS) _ _ ` �� _ - - _ _ - 0 _ W1,4XW1.4G - - _ _ - 4. A-002 ATTIC/ ROOF PLANS & DETAILS - -" `� �� _` _ _ _ _ -- - _ _ _ _ �PPfl01�E0 AS NOTED Tel: (718) 392-0078 E-mail: Cherico@ckingarch.com FCD 5. A-003 ELEVATIONS _ _- � ''�'� O - �"1 - � DA�'�' 8•P•� REV.NO REV.DATE DE 1$` -Q" _ SCRIPTION POOL r-. Qi 6. A-004 BUILDING SECTIONS °�'6t•2 '�=' '>u BUILDING F � ao.abgw o r NOTIFY 1 04.26.2021 ISSUED FOR PRE MI BACKWASH s ' DW Pool .� N 7. A-005 WINDOWS & DOOR SCHEDULES, WINDOWS SPECIFICATIONS. NOTE. a NARY REVIEW COI o J _ - 63f 765.1>�02 @AM TO 4PM FOR THE © . `- / r A �� v� `, PROVIDE 4 -0 HIGH FOLLOWING INSPECTIONS: 2 07.10.2021 ISSUED FOR ZONING REVIEW o PROPOSED STONE 8. A-020 GENERAL NOTES & HAVC SPECIFICATIONS. �, ' ,t ' <<, ��_ _ � `�� t. FOUNDATION-TWO RECULRED FENCE POOL PROTECTION r ?;► .-- PATIO ON GRADE _ ��� ( 9. A-030 ABBREVIATIONS & GENERAL NOTES. �_� >� � 10 8' o � ,� ' FOR POURED CONCRETE 3 o6.os.2o22 ISSUED FOR DOB REVIEW 10. P-100 SANITARY SYSTEM DESIGN 2. ROUGH-FRAMING 8 PLUMBING DW i Dll� I P O aJ�� ROOF DRYWELL ��a � ,;�� � 3. INSULATION ROOF DRYWELL l I III 11 . P-200 PLUMBING NOTES & SANITARY RISER DIAGRAM o � 'i� 4. FINAL;.J W 1 .� 8E C�PL.�TE SOH C:�. 12. EN-1 ENERGY ANALYSIS 1 OF 5 E,60. E1.6293' ,, 3 ' ( ) �� --��-=�_ =� �= - �'s 1 ALL cd'bi lJeTi6N sk&L gut-EEt THE `-- - o a REQUIf�EIIII�NTS�F1FlECODE30FNEW {I UP 13. EN-2 ENERGY ANALYSIS (2 OF 5) b ou ,� PROPOSED STONE ,b� _� �o� APPROXIMATE LOCATION Via, -PATIO (ON GRADE) ' o ,� YORK�STATV- Wdit R SF'O�V383LE FOR 1 I OF EXISTING HOUSE 14. EN-3 ENERGY ANALYSIS (3 OF 5) EL6a23' 11 TO BE DEMOLISHED 15. EN-4 ENERGY ANALYSIS 4 OF 5s'=o" 32'_0°' ,'�-o DESIGN©bs�iRs II \ ( ) EL62.93' EL_62.93' PROPOSED II 16. EN-5 ENERGY ANALYSIS (5 OF 5) -------' TXY 15 BEDROOM 2 STORY 17. S-1 FOUNDATION PLAN (by JOSEPH FISCHETTI, � _ PE) CONCRETE PAD I FRAME HOUSSt ' FOR AIR PUMP 7ST FLR ELEV.=64.0' ++ APPROXIMATE LOCATION 18. S-2 BASEMENT, 1st & 2nd FLOOR FRAMING PLANS AND CONTROLS OF EXISTING CESSPOOL TO 19. S-3 ATTIC & ROOF FRAMING PLANS, STRUCTURAL DETAILS �� C.O. IN BE REMOVED. 20. S-4 STRUCTURAL DETAILS (by Simpson Strong-Tie) - , 11 w:6.1 z _ J� PROPOSED i; I BASEMENT Y 21 . S-5 STRUCTURAL DETAILS b Simpson Strong-Tie)Tie y� 2-STORY FR' ME ELECTRICAL �-•�� TEST ( y p g ) j ' 1 o CONNECTION IN HOLE __HOUSI--_ vim: OFPEXOISTINGEHOUSE TION CONDUIT PORCH b uP (Footprint= 1,616 sf) ? �' TO BE DEMOLISHED GARAGE GARAGE G. FL= 54.92' ( ) VENT LINE FL= 55.0 V CONCRETE CURB INDEX OF DRAWINGS EL AIR LIIVE . O up � 'f aHYDROACTION Bal6i�Beach Lodge E AN500 o t APPROXIMATE I E :k , / r,.. N n.54.5 - LOCATION OF D-BOX ry.• 52`: ';M1"•.-„�''' UG ELECTRICAL Eaifie 1 B;each Park' *EL54.65' SERVICE 1.0FROM ., r EXISTING UTILITY _ APPROXIMATE LOCATION POLE I PROPERTY LINE r p� , r - - - - - - - - ;E v�a�v�,,F� ,rivY�si,e I EXISTING CESSPOOL PROPOSED U TO BE REMOVED. . _ Pais:C?�SLrECt m LP :6,Q•. WATER SERVICE LP 75. ' � c� ° APPROXIMATE • • SIN„c MtN.'.�.• �r {GRAVEL) Matlitu�+ Fish0nc sla7ir n LOCATION OF [2] 8 Dia x 8 Deep I - r�. .•. Leaching Pools W/$ Y 2fi�Mlrianti Rd, M V, .,.� °tt���k 11g � iatttuc! EXISTING UTILITY 52 _ - All ideas, designs, arrangements and plans indicated t EP - -- - - or represented by this drawing are owned by and TRAFFIC COVER W/ 5 c�mn�i�l D��k 4 POLE OVERHEAD - - - - - - - - `' ti the property of Cherico King Architect, PC. and were heavy duty cast iron covers r I �+ LINE. created, evolved, and developed for use on, and in - / .�. 1 t� pn,�s Rd min. 601bs. to grade :E...%...: •. I , tion 0 ��� �a«���L � connection with the specified project. None of such �_ I W s+�,� Nick&Lupe tiwt.mika �' V ..` (REPLACE WITH NEW ideas, designs, arrangements, or reproduction of `-f ��` UNDERGROUND [1] $Dia x EI'Deep ASPHALT E W - ,, (GRAVEL) N plans shall be used by or disclosed to any person, � M, stray° aY eh►.Cen1(- ELECTRICAL SERVICE Expansion Pool W/TRAFFIC O r-- DRIVEWAY '''' ilcb� firm, or corporation for any purpose whatsoever COVER W/heavy duty cast iron © E / ,�;,, Baa°� TO THE HOUSE) 1 I . i' without the express written permission of Cherico o �' King Architect, PC. Written dimensions on these covers min 60lbs. to grade. THIS OC Cr ; / " 0 Coop e�rFsims K drawings shall have precedence over scaled POOL TO BE INSTALLED WITH E 9 Ch 0, , /48 ,;+ I M �a ,> dimensions. Contractors shall verify and be OTHERLP Z I / �` I 50 responsible for all dimensions and conditions on the E job, and this office must be notified of any variation ' 357.48' , from the dimensions and conditions shown by these E- - ` - t _ drawings. /� Transfi uration of Christ - - S '00'JW 50.00' ^ Greek Grthcdox Church tltil!F ad preserve R t�N air !' � Q) A% ns@lir APPROXIMATE `� h R '� V1611 ___________________�-------------------- -- ---- -- ---------- / C: Appcant of record has up lirvis on ed for of construction tand een re ainProgress LOCATION OF EXISTING / 5 - UTILITY POLE W The t3 sis t tot"st c1; < gar;The,Rall ���v�v �� r * ��� // inspection. ASPHALT APPROXIMATE LOCATION / 'dd �� AREA MAP �� .� This Ian is approved only for ¢O pF DRIVEWAY ,f,\\ p pp y work Indicated on the OF EXISTING WATER MAIN. `t,d,Cn R�GN APPROXIMATE ��� �s application specification sheet. All other matters (PROVIDE NEW 1-1/4" / p��`� LOCATION OF EXISTING `` 48 �� `�s�o0 shown are not to be relied upon, or to be UNDERGROUND WATER p `i�d z considered either being approved or in accordance �5 2020 RESIDENTIAL CODE OF NEW YORK STATE UTILITY POLE & with applicable codes. HOUSE) ERVICE TO THE 2020 PLUMBING CODE OF NEW YORK STATE OVERHEAD LINE. 357.48' MAIN f ' _'' ` � " pp 2020 MECHANICAL CODE OF NEW YORK STATE UNDERGROUND(REPLACE WITH NEW ELECTRICAL SERVICE ' ENERGY CODE & RESCHECK (2018 IECC) TO THE HOUSE) ' APPROXIMATE LOCATION �Oaa SITE PLAN OF EXISTING WATER MAIN. '�'(� PROVIDE NEW 1-1/4" 'a�8�-�� R\GN APPLICABLE CODES UNDERGROUND WATER ' W��� P �GjO PROJECT ADDRESS MAIN SERVICE TO THE HOUSE) W Constantine's Residence , ZONING 275 Miriam Road, ADDRESS: 275 MIRIAM ROAD, MATTITUCK, NY 11952 Mattituck, NY 11952 LOT No. 1000-1099.00-01.00-028.000 DRAWING TITLE SITUATED IN MATTITUCK, TOWN OF SOUTHOLD SITE PLAN SOFFOLK COUNTY, NY T-00 SCALE: 1/16 = 1'-0" SITE PLAN LOT AREA: 10,500 SF (0.241 ACRE) 280 ATTACHMENT 3 SEAL&SIGNATURE PROJECT No. f TOWN OF SOUTH�OLD - , C K21-016 BULK SCHEDULE FOR RESIDENTIAL DISTRICTSCLIMATIC AND GEOGRAPHIC DESIGN CRITERIA :;Y. 1�GIsrF ` RAWNBY MINIMUM REQUIREMENTS FOR 1-FAMILY DETACHED DWELLINGS: (PROPOSED: 1-FAMILY DETACHED DWELLING) 4t G"ERS �9 C.K. LOT SIZE: 10,00() SF (EXISTING LOT SIZE. 10,500 SF) CAI LOT WIDTH: 60'-0" (EXISTING LOT WIDTH: 50'-0") WIND DESIGN SUBJECT TO DAMAGE FROM �"`- D# o CHECKED BY LOT DEPTH: 80'--0" (EXISTING LOT DEPTH: 210'-0") GROUND d SEISMIC WINTER ICE BARRIER AIR MEAN �o �s ��' C.K. SNOW Speed Topographic Special Windborne DESIGN Frost DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL 168 ti FRONT YARD: 30'-0" (PROPOSED FRONT YARD: 101'-61I) LOAD° (mph) effectsk wind debris CATEGORY' Weatheringa line Termite TEMPe REQUIRED HAZARDS9 INDEX' TEMPI XORK DAT PRIMARY FRONT YARD: 30'-0" region' zonem depth 04. 7.2021 SECONDARY FRONT YARD: 20'-0" SIDE YARD: 15-0" (PROPOSED SIDE YARD: 9'-0", SEE ZONING BOARD APPROVAL) DOB APPROVAL& ATE DRAWING NUMBER` BOTH SIDE YARDS: 30'-0" (PROPOSED BOTH SIDE YARDS: 18'-0", SEE ZONING BOARD APPROVAL) 20 PSF 130 NO NO YES B SEVERE 48 MODERATE 15 YES FROM 2009 510 52.2 OF T-001 .00 REAR YARDS: 30'-0" (PROPOSED: REAR YARDS: 54'-611) TO HEAVY FIRM MAP (RIVERHEAD) (RIVERHEAD) • LIVABLE FLOOR AREA: (PER DWELLING UNIT): 850 SF (PROPOSED: 3,232 SF) sheet 1 of 21 MAXIMUM LOT COVERAGE: 20% (PROPOSED: 20%) NOTE: BUILDING HEIGHT: 35'-0" (PROPOSED HEIGHT: 35'-0") ALL DATA SHOWN ABOVE WERE RETRIEVED FROM 2020 RESIDENTIAL CODE OF NEW YORK STATE AND NUMBER OF STORIES: 2-1/2 (PROPOSED 2-1/2 STORIES) LATEST DATA AVAILABLE FROM THE CLOSEST REGION. Cherico King Architect, P.C. U .Rlw Architectural Design & Planning �y LT „ SAF'' L Ij r ' 36-06 37th Street, 2nd Floor g Y� { f Lon Island Cit New York 11101 ✓� � ^ '°, Tel: (718) 392-0078 CAPTAIN I %IDD ESTATES E-mail: Cherico@ckingarch.com FILED, JANUARY 19, 1949 � MAP' NO. 1672 �s5 _ ) 4 REV.NO REV.DATE DESCRIPTION ITUA1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW TE � h k 2 07.10.2021 ISSUED FOR ZONING REVIEW .. r W 3 08.08.2022 ISSUED FOR DOB REVIEW TOWN OFUTH0LD r x SUFFOLK COUNTY, N.Y. .ga;gA¢•,5'fYSti• M'f"^w - e`7 - Y TAX MAP NO.. 1000-099.00-01 .00.028.000 r � t } L0,r 15 LOT AREA: 1 0,5)00.00 S.F. (0.241 ACRES DATE URVEYF.D: NOV. 6, 2020 ELEVATI NS REFER TO NA D8800 _ IvtoN•>ND. Feet b 0 -- . _.._ . . �. . _ . ._.._ . . — 00 — ' �- - S GALE: 1 INCH = 3 C FEET +DEC `� D,~ > 0 0.3w 0 23.baGM4 0 DECK OMPOSrM DECK O.BW m ' I TEST H C)L E (NOT TCD SCALE) +62.93 35.3' _ SHAWN M. BARF'C} : N M.S. 35.3 WALJ_f � E_T= _ — F- � DATE: OCTOBER 14, 2020 �� > � ��`TORY �. t�'SW �I _411 II G==a ., 1 4 1 C FRAME � � �G�� I I� DEMO EXISTING 1 -�1 : GLADE E1,EV.85.98 a I STORY & BSMT L__� C. �� I DYI ,JAI I 0 REeII3)~N � 1�.0 z I -- zm I1 FRAME HOUSE 13.0' 1I F-=i Q #' 7 T. ' ".11 INCLUDING 1 � �==� PLAT. I NG ITS I __I_____� I • 1 I1 FOUNDATION & Ik_zi 5' F,LFLL 492 11 FOOTING All ideas, designs, arrangements and laps indicated AF ' I IF=7 UPPf~I� F�1'�1, 1 9 9 P or represented by this drawing are owned by and F.F'Le$63 9 pa CII- ' _ II I�=� the property of Cherico King Architect, PC. and were m GE Q P- NII I created, evolved, and developed for use on, and in T S P MIXED SAND vv7l m � G.F'L��.73 [T!. � C=�1 I1 connection with the specified project. None of such 1 ,0 �` 0 It= II � ideas, designs, arrangements, or reproduction of GRAV�I, ► _——___. plans shall be used b or disclosed to an person, x P Y YP , 2 2.4 I firm, or corporation for any purpose whatsoever i without the express written permission of Cherico ar. � , ,�y BLOCK— SI King Architect, PC. Written dimensions on these f ' 6PI drawings shall have precedence over scaled • `'rL ; I dimensions. Contractors shall verify and be 1 77 CONCRE M - ` I responsible for all dimensions and conditions on the job, and this office must be notified of any variation NO WATrR ENCO UNTI;RCD � �?� �` `-— I from the dimensions and conditions shown by these m , drawings. 54 ,,.� i Applicant of record has not been retained for �� F�C�. � �` supervision of construction and Special/Progress Cry t:5' W LL 0 inspection. hl o o \ oI o N i N This plan is approved only for work indicated on the application specification sheet. All other matters shown are not to be relied upon, or to be PART OF LOT 14 �ADJACENT LCAT 31 � � � � considered either being approved or in accordance 52 — ter with applicable codes. FENCELML CHAIN LINK I — {J„5'W o � C ' a� -r tp < ?j � I 4 _ — _ � — — I '�"' PROJECTADDRESS 0 � Constantine's Residence 00 m - - ° �' I 275 Miriam R � 0 , , Road, o � I Mattituck, NY 11952 0 0 ��\�'6 DRAWING TITLE 00 m > 57.�'8357.48' HOUSE DEMO PLAN 50'-0" _ _ � 1 S5 0020011W LML -SEAL&SIGNATURE PROJECT No. PCI, -„ �'' REGISr� CK21-016 )D7WN BY CK � boa .� of wP o o 0,, , ,1L4V ?�,XGXAI of `C�a� \C R\GN -sti s KED BY �o� .11 K. \� K * J4.07.2021 E: W ` R 31,1111 *0 DOB APPROVAL&DATE DRAWING NUMBER D-001 .00 'S Sheet 2 of 21 EXISTING SITE PLAN Ty 1 D-001 SCALE: 1/16" = 1'-0" EXISTING SURVEY Cherico King Architect, P.C. Architectural Design & Planning 36-06 37th Street, 2nd Floor UJ 2 1 Long Island City, New York, 11101 2 1 1 zA-004 A-004 z l A-004 A-004 A-004 A-004 Tel: (718) 392-0078 ,J J l / I I E-mail: cherico@ckingarch.com w 32'-0" w 32'-0" 32'-0„ REV.NO REV.DATE DESCRIPTION 9'-0" 9'4" 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW U P 2 07.10.2021 ISSUED FOR ZONING REVIEW .•e: r. ,r•,;.}<. Li 03 08.08.2022 ISSUED FOR �. — — — ..�:::: — — — — •.r.{ — — — —. —,;,Y s. ..� � — — — — DOB REVIEW - - - - - - - - - - - - - - - - - - --I I I 36" LOW WALL 36" RAILING 36" LOW WALL ' I Balcony UNEXCAVATED ( I I 2,-9„ 8,_0„ 1 -3 8,-0„ 1 -3 8'-0" 2'-9" » „ „ 4-4 6 -0 4-3 3 -0 4-3 6'-0" 41-4" EL.62.93' I I I _,�EL.62.93' rW 7� @ D4 D4 D4 � h wer „ I 12 5 1 _ 7 10 2 0 - _ 29'-8" ��:� � 19 I c.o DiningArea a r 7EN oBat MML\-4 7 l i N w 10 0 Recreation Room d© ° - o Y ° I Master CD (w1 (EL.@ 54.92 ) I� ° o I Bedroom 1 `" 1 I 1 '� hoover N J N 1 A-0 4 A-004 Great Room A-004 i I ho -- o D -004 � i W8 N r: UP r D12 0 STEEL ''r l I I Walk-1 E .54.70 I W I I �_�_� o _ I COLUMN W7 I N I ° Closet ;_0 I- I SD o ® SD -61--010-4T 4'-8 6 -6 11 -9 CD I I ® I 6'-0" I o I o o D11 f:- SD I 00 00 Laundry/ ® STOR. I _ o D W C�/ O py b N DOWN o o N I �t » 5-11"„ , : . Mechanical 0 ' �, Pant I 5 -11 12 1 i o 1 Pantry owd D8 � _ Room I `� I ---,Roo I W7 I W7 D a, r7 `� CD UP UP o D10 o All ideas, designs, arrangements and plans indicated _ , , _ Closet CL• or represented b this drawingare owned b and tor ••• I � I le tOr � � `v le tOr SD the property of by King rchitect, PC. and were I74 5 —1 - 1 6 —3 _ I 1 6 —3 CL. _ ® i' created, evolved, and developed for use on, and in �- '' ( D10 —0 � N C 4'-0'�i ° '— ' ho `� connection with the specified project. None of such D6 - I =; D10 D10 ideas, designs, arrangements, or reproduction of C) plans shall be used by or disclosed to any person, DO 1 SD I �:� I I ^I firm, or corporation for an purpose whatsoever I ® I D9 � g o D9 O Bath without the express written ermission of Cherico I o O CL. cam, O __ CL. , °m N Kin Architect, PC. Written dim i W1 ELECTRIC ,, W1 N W5 SD D10 N O SD % D10g drawingsprecedence ens ons on ese O I W10 dimensions. Cont acto sshallve over rand scaled HOT WATER o Bedroom #2 ® i �� i i y HEATER �, ;r, responsible for all dimensions and conditions on the Ga— rage I ``=: I I I Study SD D9 job, and this office must be notified of any variation I I .V I O APPROXIMATE (EL.@ 54.92 ) I ( N ® D9 PULL—DOWN from the dimensions and conditions shown by these ' ' 1 F.@ 63.92 drawings. �- LOCATION OF HOUSE I `; ( `�' ( ) r STAIR SD — — — Oo TRAP & CLEAN OUT 00 SD I EL.6 .0 ( '��'� I � • '�� I � I I 11'-6" 6'-7" ® o N 12$-5'p 51-01) 1-8", Bedroom #1 � �, Applicant of record has not been retained for IL - - - - - - - - - - - � � � I ) Guest Room _i C0 1 _I supervision of construction and Special/Progress :,. , inspection. EL.54.56'-- — I » W4, » » qV , I4-2 4-8 4-7 54 8 1 p'—g" 8" This plan is approved only for work indicated on the UNEXCAVATED a 10—5 application specification sheet. All other matters - , I o Roof 8 10'_9" 8" shown are not to be relied upon, or to be F -, I �———, I D1 considered either being approved or in accordance Roofed Porch with applicable codes. I I '— I I ------ --- 1 -7 -T EL.54.56 --" _ _ LJ __J W4 W9 19'-11" I 12'-1" $ ,> 5'-0» 4'-8" 4'- 1" 3'-0" 2'-5" 3' 9" 4'-8» 3'-9" 3 - 4-8 3 -9 -�- 2 1 TO LEECHING POOL & A-004 A-004 19'-11" 12'-1" 19'-11" 12'-1" EXPANSION POOL. SEE SHEET P-100 FOR I - " " LOCATION & DETAILS I 32 -0 2 1 2 1 A-004 A-004 A-004 A-004 UP 6'-0" PROJECT ADDRESS Constantine's Residence 1 BASEMENT PLAN 2 FIRST FLOOR PLAN 3 SECOND FLOOR PLAN 275 Miriam Road, A-001 SCALE: 3/16" = 1'-0" A-001 SCALE: 3/16" = 1'-0" A-001 SCALE: 3/16" = 1'-0" Mattituck, NY 11952 DRAWING TITLE LEGEND ELEVATOR NOTE: BATHROOM VENTILATION NOTE: FLOOR PLANS: (BASEMENT, 1st & 2nd CONCRETE FOUNDATION WALL (SEE STRUCTURAL PLANS) 1. THE NEW ELEVATOR IS DESIGNED FOR A PASSENGER ELEVATOR . IT 1. INSTALL VENTILATION EXHAUST FAN IN ALL BATHROOMS. MINIMUM 75 ALSO MEETS THE REQUIREMENTS OF ASME A17.1 PART V. SECTION 5.3 CFM. FLOORS) NEW EXTERIOR WALL WITH 2x6 WOOD STUDS @ 16" O.C. AND FOR PRIVATE RESIDENCE ELEVATORS. CLOSED-CELL SPRAY-ON INSULATION 2. ELEVATOR SHAFT WALLS TO HAVE (2) LAYERS OF 5/8" GYPSUM SEAL&SIGNATURE PROJECT No. BOARD ON BOTH SIDE. LIGHTING NOTES: `,EGIS -� C K21-016 NEW INTERIOR NON LOAD-BEARING WALL (SEE WALL DETAILS) 3. FOLLOW MANUFACTURER'S SPECIFICATIONS FOR FRAMING GUIDELINES. * R�G�SrF ` 4. PROVIDE MIN. 12" PIT FOR ELEVATOR. 2. ALL PERMANENT LIGHTING FIXTURES TO HAVE LAMPS WITH ANGHt� DRAWN BY ELEVATOR SHAFT WALL WITH (2) LAYERS OF GYP. BD. 5. ELEVATOR CAB TO BE: 36"x48" MODEL EFFICACY >= 65 LUMANS/WATT OR HAVE A TOTAL LUMINAIRE r�'. C.K. e 6. ELEVATOR CAB HEIGHT TO BE: 7'-0" EFFICACY >= 45 LUMENS/WATT. NS Z CHECKED BY 8 CMU WALL >s8 y 7. ELEVATOR SHAFT DIMENSION TO BE: 54"x54" � C.K. w1 WINDOW TAG, (SEE WINDOW SCHEDULE) DATE: 04.07.2021 D1 DOOR TAG, (SEE DOOR SCHEDULE) DOB APPROVAL&DATE DRAWING NUMBER O SMOKE & CARBON MONOXIDE DETECTOR (HARD WIRED) A-001 .00 Sheet 3 of 21 Cherico King Architect, P.C. Architectural Design & Planning 32'-0" 3-1/2» WD. DBL. TOP PLATE TABLE 3.1 (NAILING SCHEDULE) A.COMMON OR BOX NAILS ARE PERMITTED TO BE USED 36-06 37th Street, 2nd Floor EXCEPT WHERE OTHERWISE STATED Long Island City, New York, 11101 JOINTDESCRIPTION #OF NAILS NAILSPACING B.NAILS SPACED AT6"OCATEDGES,12"AT INTERMEDIATE Tel: (718) 392-0078 ROOF FRAMING SUPPORTS EXCEPT 61ATSUPPORTSWHERESPANSARE4r E-mail: cherico@ckingarch.com �— LINE OF FINISHED CEILING OR MORE.FOR NAILING OF WOOD STRUCTURAL PANEL AND RaftertApPlate(Toeiaileq (seefiable13A) perrafter PARTICLE BOARD DIAGRAMS AND SHEAR WALLS ORTo TAPE AND SPACKLE JOINTS Ceiling4ttoTopilate(roe�ta14 (seeTable114 �rjas� SECTION 23D5.NRILSFORWALLSHEATHINGAREPERMITTED REV.NO REV.DATE DESCRIPTION _ _ __ _ EACH SIDE �el!IrI .101Sttfl PcNa!!21 Raer�aCe�nai!2t (SeeTab!2 Eatf TQ BEMM�Ni BX�R CASING. 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW CeilingJast Lover Partitia>,s(Fatah (seeTable37) each 4 C COMMON OR DEFORMED SHANK 2 07.10.2021 ISSUED FOR ZONING REVIEW 3-1/2' WOOD STUDS CollarTietoRafter(Face-dI4 (swTable14) perk it 3 08.08.2022 �► Bbclang#oRafter(foe-nal�edJ �- � �CI1P� D.COMMON. ISSUED FOR DOB REVIEW 1-6 II I 16 O.C. Rim to Rafter ail 2 i6d eachend 1 I I I , � I E DEFORMED SHANK I I I II I I 5 8 G.W.B. EACH SIDE/ WALLFRAMING F.CORROSION RESISTANTS@ING OR CASING NAILS. I I T Oatetofi Plate 'I 2-i6d fioot " " I I � � Fm-tial�? � G.FRSTENERSSPRCED3 OCATEXTERIOREDGESAND6O.C. I I II I Top Plate at Intersections jFace-rtailedj 416d Jams-eachside AT INTERMEDIATE SUPPO RT. I Std to Stud f amra!ledi 2-16d 24"o.G H.CORROSION RESISTANT ROOFING NAILS WITH 7116"DIA. I I <. 4-3/4" ACTUAL II I I " " Header to Header(Fne-tr I4 16d 16 m along edge HEAD AND 1'112"LENGTH FOR 1/2"SHEATHING AND 13{4 5" NOMINAL T or nail 2-16d 2x4stud LENGTH 2 I Top (� � FOR 5132"SHEATHING, I 3-164 Mstud I FINISH AS REQUIRED 1.CORROSION RESISTANTSTAPLESWITH NOMINAL7116" I 4-164 hgstud " I I I � CROWN AND i 1/8"LENGTH FOR ill"SHEATHING AND fi 112" » 3-1 2WOOD SILL PLATE Bolt mRatetoFloar Band 2-164 dot " / LENGTHFOR25132"SHEATHING,PANEL SUPPORTS AT i6 EndJa �� JOFSTRENGTHAXISINTHELONGDIRE:CT� OFTHE ( I a I �' N BASE AS REQUIRED M I PANEL UNLESS OTHERWISE MARKED Ld I FIN. FLOOR LINE FLOOR FRAMING I c,� J.CASING OR FINISH NAILS SPACED V ON PANEL EDGES fit" I j l o J IsttoS1ll,TbpftteorGi*(roe0ledj 48d per* AT INTERMEDIATE SUPPORT I N Bndg!r �Jt>r (Toe��ledJ 2-6d each K.PANEL SUPPORTS AT24".CASING ORFIN ISH NAILS SPACED TYPICAL Blocks �Joi de rail 2-6d each S"ON PANEL 12"AT INTERMEDI TESUPPORTS I x � � � R I �III . ,,IIiII , � N I BkIdngtaSillorTopRate(Toe-na,lA 3.164 �r#�ock L,FOR ROOF SHEATHING APPLICATIONS,8Q ILS 2x10 ROOF RAFTERS I 2x10 ROOF RAFTERS INTERIOR PARTITION AP cA ONs, NA ARE THE II I WgerStriptoBeam(Face-nail4 3.164 eachjast MIN.REQ'DFOR WOOD STRUCTUREALPANELS II16 O.C. I ( I ® 16 O.C. S.T.C. RATING NONE JW ont rtoBeam(roe-moi 3-8d pffA M.STAKES SHALL HAVE MIN.CROWN WIDTHOF711T. I II I F FIRE RATING NONE Band AsttoJoistrra!!4 3-164 perjoist I � N.FOR ROOF SHEATHING APPLICATIONS,FASTENERS SPACED Band MfoS!IIorTopPlate(rm-tiled) 2-16d perms 4"OGATEDGES,8"AT INTERMEDIATE SUPPORTS I I I I I O.FASTENERS SPACED4" OCATEG8"OCATINTERMEDIATE ROOFSHEATHING SUPPORTS FOR SUBFLOOR&WALL SHEATHING&3"O.C.AT I II Strut�xal Panels 8d i2"o.t I EDGES 6"AT INTERMEQIATESUPPORTSFOR ROOFSHEATHING, I I I I I I I I DWal Boad Sea# � P.FASTENERS OC 8" ATINTERMEDIATE 1worl)vI I8d persupport 3-ld I I prsupw I I I ( I CEILI G S THI i N HER NG 00< Gy�um Wal�o�d mcoalers T"e*1T field I I 5/8 TYPE—X GYPSUM BD. I W SH THI I RLL EA NG All ideas designs, arrangements and Ions indicated I �, 9 � 9 P Sural Panels 2x6 WOOD STUDS ® 16 O.C. $d i2"o.t or represented by this drawing are owned b and I I I Y II — FlberboardPane� the property of Chenco King Architect, PC. and were W CLOSED CELL SPRAY FOAM P P Y 9 I / 3h(fi Sd 3" fiek! created, evolved, and developed for use on, and In I ( INSULATION MIN. 3-1/2' THICK > ' connection with the specified project. None of such I ( / � " P P J 25M1 8d Tetlg 9fied ideas designs, arrangements, or reproduction of R VALUE = 20 g g P I Gypsum Wallboard 5dcoo�rs 7" li0 field plans shall be used by or disclosed to any person, 6- pill I I00< firm, or corporation for any purpose whatsoever I I I I Hatdbt�rd 8d i2"o.c. " without the express written permission of Cherico 3 4 EXTERIOR GRADE P I I f / P�6detxrard Paned 8d 12 oc I I I King Architect, PC. Written dimensions on these I I I SHEATHING fill 17 2X8 PLYWOOD N*Od �rdske drawings shall have precedence over scaled H,lit,I I I I i"x6"ori"x8" &# persuppOrt dimensions. Contractors shall verify and be 11111 II'All I'll I I'll[ A IN M 111 1111111 .1 110111 IL12x8 16 01 SIDING BY 'NU—CEDAR' i VorwIder 18d } responsible for all dimensions and conditions on the CD Ih 6" 0. I job, and this office must be notified of any variation II _® �j- I OVER VAPOR BARRIER (TYVEK) FLOORSHEATHING from the dimensions and conditions shown by these CID — C3S sal Paned drawings. _oo 11 or 8d 6"etkJe 7 held g�tePthani" iOd ti"edgef 'feld Applicant of record has not been retained for TYPICAL EXTERIOR WALL D!Wffd Bod SheaNT supervlsion of construction and Special/Progress CONSTRUCTION (1 HR RATED) i"" rl " 2-8dd � inspection. (LOAD—BEARING) THICKNESS: 8" This plan is approved only for work indicated on the application specification sheet. All other matters TABLE R301.5 shown are not to be relied upon, or to be MIN. ROOF LIVE LOADS I N considered either being approved or in accordance with applicable codes. POUNDS-FORCE PER S.P. OF HORIZONTAL PROJECTION 2 ATT I C/ ROOF FRAMING PLAN TRIBUTARY LOADED AREA IN S.F. A-002 SCALE: 3/16" = t'—o" FOR ANY STRUCTURAL MEMBER RWFSLQPE OT02M 20IT06M 0VER6W FLATOR RISE LESS 20 16 12 THAN 4 IN.PER FT(f:3) PROVIDE SHINGLES OVER LESSTHAN12IN.PERFT.(1:i} FASTENERS FOR RSPHALTSHINGLESSHALL BEGALVANIZED STEE RISE4IN.PERFT.(i:3}TO 16 14 i2 R0.25FASTENERS L, RIDGE VENT 3/4" PLYWOOD SUB—FLOOR RISE 12 IN.PER FT, i2 i2 i2 STAINLESSSTEEL,ALUMINUM ORCOPPERROOFING NAILS,MIN,i2 PROJECT ADDRESS ABOVE (1:1)ANDGREATER GAGESHANKWIAMIN,3I8"HEAD ASTMF166T,OFA LENGTH TO Constantine's Residence RIDGE VENT BY "RIDGE MASTER" PENETRATETHROUGHTHEROOFINGMATERIALS&AMIN.OF3f4" INSTALLED AS PER MANUF. INTOTHEROOFSHEATHING.WHERETHEROOFSHEATHINGISLESS 275 Miriam Road, THAN 314"THICK THE FASTENERSSHALL PENEfRATETHROUGH NII�IINIIIIVIIJ� R�IDI�TRIB[ DDE�I�NL�AI� Mattituck, NY 11952 240# ASPHALT SHINGLE OVER (REFERTOTAUR33fi,50FTi1ERESIDENTIAL OODEOFNEWYORl(STATE) THESHEATING R905.26ASPHALT ROOFSHINGLESSHALL HAVE A 30# BLDG. PAPER ON 3/4" EXT. MIN,OFSIXFASTENERS PER SHINGLEWHERETHEROOF ISINONE DRAWING TITLE USE LIVE LOAD DEAD LOAC OFTHE FOLLOWING CATEGORIES-THE BASIC WIND SPED PER GRADE PLYWOOD SHEATHING 83012(4}IS110MPH ORGREATER ANDTHEEAVEIS29ABOVE ROOF PLAN, DETAILS & GRADE I05.27 FOR ROOF SLOPES FROM TWO VERTICAL UNITS IN NAILING A N D RIDGE BEAM (SEE SECOND FLOOR DECKS 48PSF 19PSF 12UNITS HORIZ.UPTOFOUR UNITS VERT.INi2UNITS HOR(Z. I� ROOF FRAMING PLANS ON S-002 FLOOR JOIST (2x10) PASSENGERVEHIQEGAMGES 50APSF ASPER PLAN UNITS SHALL BETWO LAYERS, FASTENING SCHEDULES ROOF RAFTERS JOIST HANGERED (1) LAYER OF 5/8" TYPE—X ATTICSWITHI ITSTDRAGE(ROOFBEIOW3PMJ 10PSF 10PSF SEAL&SIGNATURE PROJECT No. OFF OF RIDGE BEAM (W/ 9 1/2" GYPSUM WALL BOARD ON METAL ATIICSWITHSTORAGE(ROOFBELOW3PIT4 20PSF 10PSF * Rs_cis CK21-016 CLOSED—CELL SPRAY FOAM FURRING STRIPS TAPED & SPACKLED �H 14, DRAWN BY ( ) Roa�sOTHERTHANSLEEPINGROOMs 40PSF iOPSF F SLEEPING ROOMS 30 PSF 10ISF INSULATION ,o= C.K. STAINS 40PSF iOPSF CHECKED BY G.W.B. CEILING GUARDRAILS AND HANDRAILS 20D PSF 10PSF s8 ��,y .K. RIDGE VENT DETAIL NOTE: ROOF LOADING LNEGROUNDSNOW LOAD 30PSF 10PSF � ',,� DAE: SCALE: 1 1/2" = 1'-0" FIRE STOP ALL CONCEAL SPACES ®2,500 SQ. FT. Q .07.2021 INTERVALS WITH COMBUSTIBLE MATERIAL. DOB APPROVAL&DATE DRAWING NUMBER A-002.00 Sheet 4 of 21 Cherico King Architect, P.C. Architectural Design & Planning 36-06 37th Street, 2nd Floor RIDGE I RIDGE Long Island City, New York, 11101 Tel: (718) 392-0078 - I 9 1 — — — — — E-mail: cherico@ckingarch.com a 6 ROOF SHINGLES REV.NO REV.DATE DESCRIPTION COMPOSITE C DAR — — — — — — — (MIDPOINT OF GABLE) SHAKE (MIDPOINT OF GABLE) — — — — 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW Z 07.10.2021 ISSUED FOR ZONING REVIEW 6 — — — — 3 08.08.2022 ISSUED FOR DOB REVIEW W ASPHALT RO F — I]! TI IT 11 111111111 -- - — — SHINGLES -- I ATTIC - -- — — — — AT IC111 111111 fill 11 IT 11 IM 11 1 11 1 11 11 i11 IT 11 1 1111 11111 11111 i / 0 I i / ANDERSEN WINDOWS III iiiiii HIT 1 111111 11 IT 11 1111 11 111 - 0 8 i o OW11 W9W i (A SERIE S } �O W11 R CV COMPOSITE M WA EXTERIOR LL 11.1-1 1 111111 1111[ I BOARD I --= .......................................................................... n CV2ndFLOOR2d FLOOR ..................... iHI 111111 14 .;;.:...............................:........ ..I I LI L1 I L-L 11 11 111 11 11 IT 11 11111 1111-1 It IT 11 11i if 1 11 it 11 11 I,J 11 1111 0 0 \W7 i 1 Ln LO I Irn 11 1 IT 11 11 IT 11 11111 11 111111 1 1 COMPOSICOMPOSITE / SHAKE (NU- EDAR} o \ 111111 IT 11 1111 1 11 IT It I CEDAR SHAKE JIM 11111 111111 111111 HIT 11 11 1111.�v8 11 IIITI II IT It III CN CD3 ,/ (NU-CEDAR) I /s / GARAGE 111111 111111 11 IT 11 1 i / DOOR o / 111111 IIITII IIITII 111 11 11 If 11 11 \� // 1st FLOOR F.FL.=63.92' 1st FLOOR 1st FLOOR ( ) 11 It 11 111 11 HUIIA�7 (F. FL= 63. 2') STONE PATIO lilt 1 111111 11 ITII-IT IT-11 11 11 1 1 �� "' GRADE 62.93' 11 IT 11 111111 111111f \ f F ® 11 11 IT11 JI H 11 IT 1111 H IT 11 11 IT 11 11 11 11 11111 11 ITIl I ® \ W J F J CD O111111 11 IT 11 11 it 11 11 it 12" \-----� i W O11 11 IT 11 11 IT 11 �`-�'-----� W I1 -11 IT 11 111111 111111 IIITII 111 11 it III I 1 D2 2 D1 . }� 111111 111111 IIITII 1111 li 1111 �\ OIB BASEMENT fill I IT 11 ITT Hill 11 � BASEMENTEL 54.92' I BASEMENT (EL. ) — I I I I I I I - - - - - - � I C I I I I I I I o I r---__------r-r'- -----------��T--------- ----- r- T / All ideas, designs, arrangements and plans indicated L----------- ----------- ----------------- -- ' ' ---------� � -------------------I----------------------------/----------------------------I or represented by this drawing are owned by and EL.54.65' -,/ EL.55.70'-J the property of Cherico King Architect, PC. and were created, evolved, and developed for use on, and in connection with the specified project. None of such SIDE ELEVATION EAST 3 ideas, designs, arrangements, or reproduction of plans shall be used by or disclosed to any person, 1 FRONT ELEVATION SOUTH A-003 SCALE: 1/4" = 1'-0" firm, or corporation for any purpose whatsoever without the express written permission of Cherico A-003 SCALE: 1/4" = 1'-0" King Architect, PC. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Applicant of record has not been retained for supervision of construction and Special/Progress inspection. RIDGE I RIDGE This plan is approved only for work indicated on the application specification sheet. All other matters 9 I — — — — — — — — — shown are not to be relied upon, or to be considered either being approved or in accordance 6 — with applicable codes. (MIDPOINT OF GABLE) — — — — COMPOSITE C DAR COMPOSITE (MIDPOINT OF GABLE 1 s . SHAKE I CEDAR SHAKE — �. W ASPHALT ROOF w SHINGLES ATTICI — — _ — — _ —_ _ — — _ — —= ATTIC 11 IIITII 111111 111 1 ffi C> I ,� — ANDERSEN I 111 It IT 11 1111W$ TIT 111 111111W$ 11 11 // / o o D5 \W7 S WINDOWS/SLI ING NIT 11 Hill 11111 1111 W11 W10 o PROJECT ADDRESS l A I IDOORS (A-S RIES)H L1 .11.11 LI 11 Constantine's Residence I 1111T 11 11 11 IT 11 11 IT 11 1I 1 11 IT I It IT It IIIIII] IIIIII `� `� 275 Miriam Road 2nd FLOOR 111 HIT I W 2nd FLOOR N N — 2nd FLOOR z 11-11 t Mattituck, NY 11952 0 1 o DRAWING TITLE Io COMPOSITE CEDAR z _ " V/ 1111 11 11 1 ill �BY NU—CEDAR" .11 IT 11 11111 a._ BEACH HOUSE _ w6 ELEVATIONS COMPOSITE CI DAR W/5 SHAKE SIDINGIII IIITII ,SHAKE (NU-CEDAR) ]ILLo � It IT 11 111111 z / D4 o D4 D4 ;i O 1 st FLOOR i 1st FLOOR (F. FL= 63.92') �' 1 st FLOOR i SEAL&SIGNATURE PROJECT No. GRADE STONE PATIOIT II Il if IT I I CK21-016 r IIIJI41,1111 11 111111 1111 l I I E ® IL EL.61.0' * REG ST 'rDAWN BY[[70 GH3' GALVAPI EL. D WLL C. K. o I I (TYP•) W3 W211111 Izz:::41 1111 - :U - CHECKED BY � I I W1 -UI, �`• L-------- r -r 2 �s�s y�? ? C.K. iK �,:�" ATE: I I ��------------------------------------------� , I BASEMENT L _ 4.07.2021 I EL 54.96 I OB APPROVAL DATE DRAWING NUMBER IN 1INIr=1IIIIIIE= TFT �ff L---------------------------------------------------------- 8" CMU RETAINING WALL Sheet 5 of 21 2 REAR ELEVATION NORTH 4 SIDE ELEVATION WEST A-003 SCALE: 1/4" = 1'-0" A-003 SCALE: 1/4" = 1'-0" Cherico King Architect, P.C. Architectural Design & Planning I IDLE OLLAR TIES 36-06 37th Street, 2nd Floor PROVIDE C 9 © 32" O.C. Long Island City, New York, 11101 s a Tel: (718) 392-0078 W I E-mail: cherico@ckingarch.com I I I (MIDPOINT OF GABLE) -- • % REV.NO REV.DATE DESCRIPTION I PROVIDE 8" ICK CLOSED—CELL �I SPRAY FOAM INSULATION IN 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW oI CEILING (R-0 2 07.10.2021 ISSUED FOR ZONING REVIEW LnI I I ATTIC (UNFINISHED) 3 08.08.2022 ISSUED FOR DOB REVIEW --- -- — - --- --- -- - - --- -- -- --- -- — — — - — -— -- l SAVE 5/8" GYPSUM BOARD I COMPOSITE CEDAR CID CD BY "NU-CEDAR" BEACH HOUSE I -1 a, Lni I M I SHAKE SIDINGI OVER " I WATERPROOFI 4G MEMBRANE I 12 12' j cc 2nd FLOOR (F.FL.=74.92') N i I 2nd FLOOR (F.FL.=74.92') I ,� PROVIDE 12 CONTINUOUS SPRAY I INSULATION AILONG PERIMETER. ti N i 5/8" GYPSUM BOARD 2x6 WOOD S� DS ® 16" O.C. ROOFED I R WITH 3-1/2 MINIMUM CD PA110 z I I ICDCLOSED-CELLI SPRAY FOAMS co INSULATION ( -VALUE = 20). cv I o 0 I OUTSIDE COVERED WITH 12" 12' EXTERIOR GRADE PLYWOOD EL.63.92' N 1st FLOOR (F.FL.=63.92') N i I GRADE 1st FLOOR (F.FL.=63.92') SHEATHING I STONE PATIO N % I E '61' I 161' °I 7 '--- --------I --- u� ; I --------' 1 Window I 1�'' 5/8" GYPSUM BOARD �� 1 --__ Side I '1 ' � :1.41-- I door rl GARAGE _ I � 4" CONCRETE SLAB OVER I- __ ---- -- ' 1•.1 _ +•::� x POOL o r:r o �"`'' {::1 --I_ -� I I DOOR I{l VAPOR BARRIER & 6" CRUSHED 7q I STONE BASE ON VIRGIN SOIL I. --- --- 1..:1 EXTERIOR STEPS TOP OF EAST FOUNDATION WALLIT +; ON EAST WALL --' _, 11 ;GARAGE SLAB EL.54.92' EL.54.65' PAVED DRIVEWAY BASEWIENT '"I GARAGE SLAB ® EL.54.92' i GRADE---NONE—Phil- moi.. mill PROVIDE 4"x24" 1MDE PERIMETER All ideas, designs, arrangements and plans indicated 54'-0" 3 CROSS SECTION RIGID INSULATION AROUND THE or represented by this drawing are owned by and ENTIRE FOUNDATION the property of Cherico King Architect, PC. and were 1 BUILDING LONGITUDINAL SECTION - 1 A-004 SCALE: 3/16" = V-0" created, evolved, and developed for use on, and in connection with the specified project. None of such A-004 SCALE: 3/16" = 1'-0" ideas, designs, arrangements, or reproduction of plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the express written permission of Cherico King Architect, PC. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and this office must be notified of any variation from the dimensions and conditions shown by these INY]8402.1.2 Insulation and Fenestration Criteria drawings. The a f tngtnermo;enve'c ra shall meet the regdrementsnfTable 1402.1,2,phased on the dwrate zorle sper_efied In Chapter3.In dirmate Applicant of record has not been retained for zone 6,tre to ffing fh_rnccf enverc::e shall meet eitherthe requirements ofthe climGtmzbne 6"oot�on 1a row in Table RAG-7.1.2 orthe supervision of construction and Special/Progress requirements of the chmote zone 6"option z row in Table:.402.1.2. inspection. -- — - -- ------ — -- jNY]TABLE R402.11 I I ALL ROOF JOISTS TO BE INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT This plan is approved only for work indicated on the 2x10 @ 16" O.C. WOOD SLAB'd CRAWL application specification sheet. All other matters I I GLAZED CEWNGs FRAME MASS FENESTRATION R WALL R- WALL VALUE WALL FLOOR HASEMENTc R- SPA,CEc approved shown are not to be relied upon, or to be CLIMATE FENESTRATION SKYLIGHT1a WALL considered either beingroved or in accordance MIDPOINT OF GABLE) I ZONE -FACTORb U•FACT°R R- SHGcb.e 'VALUE R- VALUE R-VALUE & R. with applicable codes. VALUE PROVIDE 8" THICK CLOSED-CELL I VALUE' DEPTH VALUE SPRAY FOAMS INSULATION IN 2G dr I I CEILING (R-49) 4 0322 0:55 0.40 49 13+51 8,113 19 10.1.13 10,2 f 10113 I I TT ( N I N I H D)- — I 5 0.30 0.55 NR 4�+ Zo or -- 113.117 30' 15119 10.2 ft 15119 I I -- `� 20+5^ 1 t7ption 0.30 0.55 NR 49 or 15/ o 30' 15114 10,O ft 15119 ALL WINDOWS TO BE "ANDERSEN 1 13}101 xx WINDOWS" A—SERIES. LOW—E Option 23 SMARTSUN, SEE SHEET A-005 FOR z o.2a 0.55 NR 60 c vity 19121 309 T5119 10,4ft 15/19 SPECIFICATIONS U-FACTOR: 0.27 NR=htotRequfre�. 2nd FLOOR (F.FL.=74.92') SHGC: 0.18 PROJECT ADDRESS I N Constantine's Residence 2020 ENERGY CONSERVATION CODE OF NYS 275 Miriam Road, CO C14I LO ROOFED Mattituck, NY 11952 ROOFED o o Q PATIO DRAWING TITLE PORCH 1 I N 0 I BUILDING SECTIONS F N 1st FLOOR (F.FL.=63.92') N EL.6 92 N STONE PATIO .( SEAL&SIGN�� PROJECT No. Window I Windo� Window I ;:: o ---� �--� ---I � 'I `--EL.62.93 * RE isr CK 1-016 POOL r� F� F AWN BY 00 TOP OF WEST FOUNDATION WALL C.K. X ?` PROVIDE VAPOR BARRIER OVER 2" ' "' E 5 .65' j:. RIGID INSULATION OVER FOUNDATION I - K. 09,6 WR WALL (R-VALUE - 10) «. EN -. PERFORATED DRAIN PIPE 1EMIN MEMEME MIE 4.07.2021 TM PROVIDE 24" WIDE PERIMETER DOB APPROVAL&DATE DRAWING NUMBER 48'-0" RIGID INSULATION (4" THICK) A-004.00 —oo^ .00 2 BUILDING LONGITUDINAL SECTION - 2 4" CONCRETE SLAB OVER Sheet 6 of 21 A-004 SCALE: 3/16" = 1'-0" VAPOR BARRIER & 6" CRUSHED STONE BASE ON VIRGIN SOIL Cherico King Architect, P.C. Architectural Design & Planning WINDOW SCHE=DULE (BY ANDERSEN, A-SERIES) WINDOW COMPLIANCE NOTES: PRODUCT PERFORMANCE 36-06 37th Street, 2nd Floor Long Island City, New York, 11101 ALL WINDOWS CONFORM WITH BUILDING CODE SECTION 8303 LIGHT,8C Tel: (718) 392-0078 TAG LOCATION MODEL SIZE TYPE QUANTITY REMARK GLASS AREA (sf) VENTILATION HEATING llndersen°NFRCCertlflediotalUnitPerformance-Dual-Pane Glass For current performance information,please visit andersenwfndows.com. E-mail: cherico@ckingarch.com Andersen®Product Hlgh-iktformanoeDUal-Pani'GlassType i U-Factor I SHGO i 'VT` „Andersen"Produot HI�rPerformMao Dual-PaheGWstype I U-Factor'I $HGCs Via Without Grilles o27 0.26 0.45 Wd hout Giles 0,29 0.31 0,52 REV.NO REV.DATE DESCRIPTION w1 BASEMENT-GARAGE ACW3040 3'-0"`x2'-O"` AWNING 2 12 8303.1 HABITABLE ROOMS w Simulated DMdedDgMG„Iles -027- Q24 0.-40 � gl„,ulated°INdodLr�tiGn„ss 0.29 0,28 0.47 w2 Finallgtt"Grilles 0.27 0.24 040 FlnellghhtGlles 0.30 0.28 0.47 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW BASEMENT-BATHROOM AAN2018 2'-0"x1'-8" AWNING 1 3.32 HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS FUII DMded Ught Galles 0.28 0.24 0,40 Full Dlvttled Light Gilles 0,30 0.28 0,47 THAN 8 PERCENT OF THE FLOOR AREA. Wltnout Grilles Q24 C25 0.44 Without Gilles °'25 0.30 051 b sanulaiedDmdao-ughtGrilles 0,24 Q23 0,39 2 07.10.2021 ISSUED FOR ZONING REVIEW x FinellglPGrilles 024 Q23 0.39 = Slmulated DiviFlAeligh�t?Gnlles 0.26 0.2T 0.46 w3 BASEMENT-RE(,. ROOM AAN3018 3'-0%1'-8"` AWNING 1 4.98 THE OPENABLE AREA TO THE OUTDOOR SHALL BE NOT LESS THAN 4 PERCENT FUIIDMdadUgtG„ilea Q26 Q23 0.39 FuIIDlwdedUghtGrilles 0,27 0.27 0.46 a oa.os.2022 ISSUED FOR DOB REVIEW w4 1F-GUEST & STUDY ACW2460° 2'-4"x6'-0" (TOTAL=4'-8"x6'-0") CASEMENT 2 (2) 2'-4"x6'-0" 27.96 OF THE FLOOR AREA BEING VENTILATED. ALL WINDOWS ARE CASEMENT WltioutGrilles Q26 Otis -Q,24- WthoutG^ues 0.30 0.19 028 µ, Simulated Divided Light Grilles 0.28 0.15 0122 Simulated DlmdedUght Gilles Q,30 0.17 0,25 WINDOWS WITH 100 PER OPENING EQUAL TO THEIR SIZES. ASerlesCassmett � F;naugt Gfillea Q28 015 0,22 SedasPldture � - -lFmslIVIIcries 0,-31 0.17 025 ANO 813 Full Divided Light Gilles 0.31 0.17 0.25 _ w1moiIIGrilles Q27 Q18 0,40- Without Grilles 0.29 0.21 0,47 w5 1F-STUDY SIDE WINDOW ACW2460° 2'-4"x6'-0" CASEMENT 1 (1) 2'-4"x6'-0" 13.98 _ FillDMdedlJgnlGnilea Q29 Q15 0.22 ANnry-88 i Simulated Divided Ught Grilles 027 016 D.36 Slmulated Dlmded Ugit Gilles 0.29 0.19 0.42' ws 1F-KITCHEN ACW2040 4'-0"x4'-0" CASEMENT 1 (2) 2'-0"x4'-0" 16 8303.3 BATHROOMS 9 EnergySpacarDlAdadlUUghtGniies 00.27 G16 b.6 FnargySpacer°MdedLight ugur Gnues 029 0:19 042 0 BATHROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT - Frill Divided Light Grilles 0.28 C16 0.3e Full Divided Light cries 0,30 0.19 042- LESS 42 LESS THAN 3 SQUARE FEET. WlthoutGnliea 1124 Q17 a39 WtaWtGn'les 0.25 0.21 046 w� 1F-STAIRWAY ACW3060 3'-0"x6'-0" CASEMENT 5 TEMPERED GLASS 90 _ Simulated DMdedUgMGull is Q24 Q16 0,35 X06 Simulated Divided Light Gilles 0:25 0.19 041 r Flneugit"Grf as, 024 0.16 0,35 m Fmeugnt"Gilles 0.26 0.19 0,41 Energy Spacer Divided Ugrd Gnl'ss Q24 016 0.35 Energy Spacer Divided tight Gill les 0.25 0.19 0,41 w8 1F & 2-F BATHROOMS ACW2038 2'-0"x3'-8" CASEMENT 4 29.28 R312.2 WINDOW FALL PROTECTION Full Divided Light Grilles 025 Q16 5 a. FUII DLMded Ug,t Grilles 0.27 0'19 0.41 Without WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION edUVtGrllles Q27 Q25 0,43 edUgWithottGilles ME; 0.27 046 v SlmulatedDmdadUgntGrlllae 027 Q23 b.39 �°�„ SlmulaledDlMtledUgitGnlles 0,28 0.24 �OA1 Ow9 2F-FRONT BEDROOMS ACW2450° (2) 2'-4"x5'-0" (TOTAL= 4'-8"x5'-0") CASEMENT 2 (2) 2'-4"x5'-0" 37.28 FlnengirGrillea Q27 Q23 0133 Finelight"Gnllea 0.28 0.24 0.41 R 31 2.2.1 AND R 31 2.2.2 Full DNldad-Ught Grilles 1128 Q23 039 Full Divided Light Gallia 0.28 0.24 0.41 8321.2.1 WINDOW SILLS WithoutOntle. Q25 025 0.42 Without Grilles 0.25 0.26 0.44 2F-FRONT BEDROOM SIDE WINDOW ACW2450° 2'-4"x5'-0" CASEMENT 1 (1) 2'-4"x5'-0" 11.65 �� W. SimulatedDlvldedUghtGnllea 0,25 0.24 0.40 w,d Simulated Divided Q25 Q23 0,38 W Flne'IgAI WHIM Q25 CM 0138 Ftneugnt"Galles 0.25 0.24 0,40 IF TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LESS THAN 24 J# Full DMdedUgMGrilles Q28 Q23 0.38 Ja -Full Divided fight GnueS 0,26 0.24 aA0 w11 2F-FRONT & SIDE HALLWAY, MBR ACW3050 3'-0"x5'-0" CASEMENT 1 (1) 3'-0"x5'-0" 15 INCHES ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES ABOVE WithoutGrillesQ28 G14 .024 Melded tGnies 0,28 0,16 022 w Simulates DlYded Ugd Grilles Q28 014 0.21 °„�,s Simulated Dlwded Ugli Galles 0.26 0.15 02? THE FINISHED GRADE THE OPERABLE WINDOW SHALL COMPLY WITH. ASerlesAwning ° Flne'Igrt"Grilles Q28 Q14 0.21 A.SerlesVenting rrah,am Firelight-Gilles0.28 0.15 022 AND N-87 Full DMded fight Galles Q28 Q14 0.21 ANoibeo Full Divided Ligit Galles 0.29 0.15 0.22 w1 ATTIC ACRD30 3'-0" SPECIALTY 2 14.12 1. OPERABLE WINDOW OPENING WILL NOT ALLOW A 4-INCH-DIAMETER witnout Grlllas Q27 Q17 0.39 wnnoutGmles 0.27 0.18 0,41 Simulated DMd ed Light Grilles ,027 Q16 0,35 , Simulated Divided Light Grilles 0,27 0.17 037 Firelight!Galles Q27 C16 0,35 ` Firelight!Gilles 0.27 0.17 0,37 TOTAL WINDOW AREA = 270.7 SF SPHERE TO PASS THROUGH WHERE THE OPENING ARE N THEIR LARGEST FaergySpacerDimdedUgdGrilles Q27 Q16 0,35 F..specarDivided Light Gilles 0,27 0.17 0,37 OPENEDPOSITION. Full DNidedLot Grilles 028 Q16 0.35 Full DividedLigitGilles 0.28 0.17 0.37 WINDOW 7 w� 2. OPERABLE WINDOWS ARE PROVIDED WITH FALL PREVENTION DEVICES THAT Without Grilles 0.24 Q1T 0.38 wt°°niG°flea 024 Q.18 Q4° ,, Simulated DMtled U&Grilles 024 Q15 0:34 . -Simulated Divided Llgrt Grilles 0.24 0.16 036 ALL WINDOWS THE: STAIR LANDING AREA TO BE COMPLYWITH ASTM F2090. � Finaig�Griuea Q24 0.15 0.34 6 Flnatight"Gnllea 0,24 0.16 036 CONSTRUCTED WITH TEMPERED GLASS. Fnergy6paeerDvddtlUgdGiiea Q24 a>5 a34_ ; EnarSrSpacerDMdedLight Gilles- 0.24 0.16 0,36 3. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING DEVICES THAT Fu1lDMdWhgdGmles Q25 0.15 0.34 Full DimdedUgtGnlles 0.25 0.16 0 oat page Without Galles 0.29 Q30 0.52 mitinued on next page o MEET OR EXCEED CLEAR OPENING OF 5.7 SF OR 0.53 M2, CLEAR OPENING WIDTH OF 20" (508) AND CLEAR OPENING HEIGHT OF 24" (610). COMPLY WITH SECTION R312.2.2 Simulated°MFn�„Light Gn;;�9 a29 a2z o:a6 Full Divided ugn Grilles G30 Q27 0.46 y Maur Grilles 025 Q30 0.5f 8312.2.2 WINDOW OPENING CONTROL DEVICES Simulated Divided Light Grilles a25 0.27 OAS -- WINDOW OPENING DEVICES SHALL COMPLY WITH ASTM F2090. THE WINDOW S FlnengiCGrilles Q25 Q27 0,45 �� FUIIDMded Light Galles 027 Q27 0,4$ OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL edUghtcrillea 029 0.19 0,29 EXTERIOR DOOR SCHEDULE (BY ANDERSEN, A-SERIES) �� Simulated Divided ught Gnues Q29 0.17 026_ .'Low-E4•,"lour-E4"SmartSun"','Low-E4°Sun`and HeatLock°areAndarsen[rademarksior'Low-E'glass. DEVICE ALLOWING THE WINDOW TO FULLY OPEN SHALL NOT REDUCE THE NET A.SerladDoDbie."^^ Finer PGnlle 0.29 Q17 026 beat isitordougheffil theemounToduct. indowss ouluesreoral unit usent*ln-temperadglass. seofthe empere glass Full , �-AND-N-ads FUIIDNItledUgmGnlles Q31 Q17 0.26 heetlslost throughthe enClraproduct.Wlndowvaluesrepresehtnon-temperedgless.Useoftemperedglass CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN THE AREA rereenttemrease ere glas.n )Seaaneat ainCoewSeet(SHGm/nfrc )deftor esthefrarmanofsce laaa.Detionor as WdNout Grilles 0.27 Q20 0.47 represent tempered glass. 2)6olar Heat Gain Coefticlent(SH°0)dehnesthefracUon of solarradlatlon TAG# LOCATION MODEL# SIZE TYPE QUANTITY REMARK a simulated 027 Q18 0.41 loweradmilthevalueghethe ssheaottrans It transmittetedthrougdand heproduct;d)ndsleTranenttyncis(V)measuThe REQUIRED BY SECTION R310.2.1 w= mucrthavcomesthrouhaaproduct(glassandfame).Tehigherthvalue,rom0t1,themoredyllgttres how �� nneugtt"Grllles 027 018 0,41 muchfight comesthroughaproduct(glassandfmme).Thehlgherthevalue,TmmOtoi,themoredayllgtthe o Energy Spacer Divided Ugt Gilles 027 Q18 0.41product lets In overthe product's total unit area VlslbloTrensmlttanoelsmeasuredoverthe38Oto760 > » > » Full DMdedU tGrilles Q30 0.18 0,41 nanometer portion of the solar spectrum. D1 GARAGE TBD 10 -0x7 -6 - 1 OVAL TOP Win out Galles Q25 020 D,45 •NFRC ratings ambased onmodeling byathird-portyagency aavalidated byanmdependenttest lsbtn All Ideas, designs, arrangements and plans indicated compliance with NFRC program and procedural requirements, Simulated Divided LlgntGnlles 0.25 0.18 0.40 -Thlsdata saccurate as of January 2019,Due to ongoing product charges,updated testresults orrew or represented by this drawing are owned by and °ago D23'-0"`x7'-0"` � Fmell t"Gnllea q25 Q18 0.40 Industry standards orregwremants,thlsdatamaychangaovertlme.RatingsaretorslzesspeclfiedbyNFR° BASEMENT-SIDE ENTRY FWOD30611 INSWING 1 FRENCHWOOD HINGED INSWING PATIO DOOR S fortesting.ndceMocation,Ratingsmayvary depending onunit s[ze,use oftempered glass,differentgrille the property of Cherico King Architect, PC. and were Energy SpacerNAdedUgMGilles Q25 018 0.40 options,glass for high altitudes,etc , Full DIA0 ad Lot Grilles 0.27 018 0.40 -ValuesareforstngleunitsMtngivenponethicknessands/:(19mm)grilles forwindowsand r(25mm) created, evolved, and developed for use on, and in grill es fordoor products. connection with the specified project. None of such D3 1st FLOOR ENTRY DOOR TBD 5'-4%8'-0"` INSWING 1 (2) 32 SWING DOORS. (Min. egress width = 32 ) EMERGENCY ESCAPE AND RESCUE OPENINGS NOTES: ideas, designs, arrangements, or reproduction of 224 plans shall be used by or disclosed to any person, D4 1F-REAR WALL. FWGD 8'-0"x8'-0" GLIDING DOOR 3 VERIFY WITH ANDERSEN firm, or corporation for any purpose whatsoever R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED without the express written permission of Cherico D5 2F-MASTER BE=DROOM & BATHROOM FWGD6084 6'-0"x7'-0" GLIDING DOOR 2 VERIFY WITH ANDERSEN BASEMENT HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT C��C il. t r King Architect, PC. Written dimensions these BASEMENT, A R C fi I T E CT U R A L drawings shall have precedence over scalal ed LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. COLLECTION Ecriori dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the About the NFRC Atlout the Label job, and this office must be notified of any variation R310.2.2 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES The National Fenestration Rating Pound[(NFRC}Is a nonpartisan coalition of professionals whiose Look forthis certlflcation label on everywlndow and patio door you from the dimensions and conditions shown by these INTERIOR DOOR SCHEDULE EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE OPERATIONAL FROM THE purpose is to provide falr,accurate andcredible energy perfofmanceratings for fenestration products, buy TheNFRCsection wasdesigned bythe National Fen estration drawings. , NFRC'smembershlpIncludes menufacturcrs,suppliers,designers,soedflers;utility compa riles, Rating CounclltoprovldeaccurateInformation thatInelpsyou Ds BSMT-GARAGE, MECH ROOM HM 3'-0%6' -8" FPSC 2 FIRE RATING: 45 MIN. INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL government agendesand other blilldinglndustryrepresentatives, promote theenergy eifidencyofthehomes you bulld.Theseratings Applicant of record has not been retained for KNOWLEDGE. WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING AS A allow you-andyourcustomers-tomeasureandcomparethe supervision of construction and Special/Progress D7 BSMT-STORAGE ROOM WD 2'-6"x6'-8" -- 1 FIRE RATING: N/A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY WITH Andersen 016"flon Is a founding member of the NFRC and c6nuitues to support fts wolby,providing energyperformance'ofsimilar products:Ifthe product does not inspection. ASTM F2090. fair,accurate and credtbleenergy peiformsnceratings toconsumersand the building Industrylfyou have this label,the NFRC has notvelifiedits Claims. 08 BSMT-BATHROOM WD 2'-6"x6'-8" -- bout the NFRC,its programorenergyperformance ratings,wntethem at:NFRC, 6305 IV Lane,SOite 140,.Gfeenbelt,MD 20770;Tel:(30'1)589-1776 Website:www.nfre.ark This plan is approved only for work indicated on the application specification sheet. All other matters Ds ALL BEDROOM (1F=8'-0"`, 2F=7'-O") WD 2'-8"x7'-0" 1 FIRE RATING: N/A R310.2.1 MINIMUM OPENING AREA shown are not to be relied upon, or to be EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR Do not remove until final Code lnspectlon,savelabeller future reference, Considered either being approved or in accordance D10 ALL CLOSETS l'1F=8'-0", 2F=7'-0" WD 2'-4"x7'-0" -- 1 FIRE RATING: N/A with applicable codes. / OPENING OF NOT LESS THAN 5.7 SQUARE FEET. �wra� ER?tE20 Rating'and ilsSaErating Used InsCanad�a for D11 MASTER BEDROOM WD 3'-0"x7'-0" -- 1 FIRE RATING: N/A THE NET CLEAR HEIGHT OF THE OPENING SHALL NOT BE LESS THAN 24 la..�. r gher INCHES AND THE NET CLEAR WIDTH SHALL NOT BE LESS THAN 20 INCHES. „, therwmq proER tcmberrthehroison rposergysays(the ld the ER number,th e m olro energy saved D12 MASTER BEDROOM CLOSET/BATH WD 2'-8"x7'-0" -- 1 FIRE RATING: N/A duringtheheating season). R312.2.3 WINDOW SILL HEIGHTS L,I WHERE A WINDOW PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE « - -'° ENERGY STAR CliniateZoneMapi'sbased on U-factorand solerheatgain coefficient OPENING IT SHALL HAVE A SILL HEIGHT OF NOT LESS THAN 44 INCHESwaaoeas Ande""r r- en' s No criteria fcx`speciflcENERGYSfARclimate ABOVE THE FLOOR; WHERE THE SILL IS BELOW GRADE, IT SHALL BE PROVIDEDA-Series Casement Window mFnc zones within the United States and Canada, � ' NATURAL LIGHT & AIR VENTILATION WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3 V ANosilte .00dCorn ob001 The shading of the mapshowswhichcllmate NaFlao-F ovneiirm Compcmae/Wond at-ock Glib zone{s}a particular prodOct and glass type is f�tgAt CAmrellm Dual.Pane tow-ESmaltSun HeatLOck Glatingwlth Argon , Product Type: Casement ENERGY STAR certified in. LOCATION AREA (sf) WINDOW AREA (sf) PERCENTAGE HABITABLE EMERGENCY EGRESS DESIGNATION U•Facterindicates how well aproduct ENERGYactor PERFORMANCE RATINGS PROJECT ADDRESS U-Factor Solar Heat Gain Coefficient % SPACE preventsheat from escaping thelowerthe o.�4 L 1.�s o.17 Solar Heat Gain Coefficient measures onstantine's Residence number,thebetter}, (U." well a product blocks heat Ga'lisetl by sunlight 275 Miriam Road, ADDITIONAL PERFORMANCE RATINGS (thelowerthenumber;themore Awill help Visible Transmittance refers tohow much Visible Transmittance reduce theuseofairconditioning'andas6 GARAGE 469 w1 w1 6+6 = 12 2.5 NO visible light comes through aproduct(the o.40 - Mattituck NY 11952 result reduce electrical bills energy use}. , BASEMENT-RECREATION ROOM 607 w1 D2 6+21 = 27 4.4 NO YES (SIDE ENTRY DOOR) 02 c106ertQl:o,themDreughfi6uansmittea}, �� � DRAWING TITLE awkerwe,.A.rl.aw,..e,r Pd.d n+.�..re re.�u„ WDMA Hallmark Cortileation verifies 1F-GREAT ROOM 433 D4 D4 64+64 = 128 29.5 YES D4 8t-0%8'-0" SLIDING DOOR the pefformanceratings ofthlsproductwere WDMA "dnme:isaHsse WINDOW & DOOR Anderse^corporation 1141-1;C.411m A-Seeiestassmentwindiw tested byathird-pattytesunglaboratory "-W..... M.NdyU_0lNl.W hllmakCertbnbnasMdceadbahx. SCHEDULES AND 9MMAS 1F-KITCHEN 271 ws D4 16+64 = 80 29.5 NO VTNe Test Standards eil � rim aia3 d,z SPECIFICATIONS ° worv�Wcv mvta,1,aoAe awwa,s� arrria Performance Grade(PG}and 1F-GUEST ROOM 162 w4 27.96 17.2 YES W4 28„ WIDE CASEMENT OPENING �, „� z ... - mxm bosignPressure(DP)Ratings C.nNAn Frinlib.aeryaile.ae,=A3 1F-STUDY 142w4 ° w5 ° 27.96+13.98= 41.94 25.3 YES w4 28" WIDE CASEMENT OPENING SEAL&SIGNATURE PROJECT No. Ft MS °- CK21-016 ° „ GlezlegC9.OmmANoetar/3•DmmADomfloor eswkhHUDUMBuIpinNo.111 Glass Construction used with * REG/S 2F-BEDROOM #1 167 w9 11.65x2=23.3 13.9 YES wg 28 WIDE CASEMENT OPENING this product type CH �� DRAWN BY 2F-BEDROOM #2 154 w9 ° w10° 23.3+11.65 = 34.95 22.69 YES wg 28" WIDE CASEMENT OPENING WINDOW SELECTION: ���: E'Q 'P /C.K. M�sa�stl6"OiC61B`C 61Y%be,rtlR.,etlee'tld02CnA '. O � - T� xaes narmea oauumfmrmcren 7sq..ainw. ;:l - '+ - . - r a.-r�" u ,�"", Y 2F-MASTER BEDROOM 410 w� w� D5 18+18+42 = 78 19 YES wB 36" WIDE CASEMENT OPENING ANDERSEN WINDOWS A-SERIES _ _ -n. 's� \ NECKED BY •NFRC tatingsata eased at motleMg by a third-party agency as+Alltlated M ah lntlependent test lab In obmplancaWdh'NFRC program and plrocedUral requli^neitts. A. CASEMENT & AWNING WINDOWS WITH LOW-E y !`2L 68 c�� �y� •K• SMARTSUN, WITHOUT GRILLES DAT NOTE: 04. 7.2021 ALL EMERGENCY EGRESS WINDOWS DESIGNATED ABOVE CONFORM WITH 8310 EMERGENCY ESCAPE AND RESCUE OPENING DOB APPROVAL&DATE DRAWING NUMBER o MEET OR EXCEED CLEAR OPENING OF 5.7 SF OR 0.53 M2, CLEAR OPENING WIDTH OF 20" (508) AND CLEAR OPENING HEIGHT OF 24" (610). A-005.00 Sheet 7 of 21 Cherico King Architect, P.C. GENERAL NOTE=S: Architectural Design & Planning 1 . CONTRACTOR SHALL VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, PLUMBING NOTES: OBTAIN ALL DIMENSIONS TO INSURE THE PROPER STRENGTH, FIT AND LOCATION OF THE 1. ALL PLUMBING WORK TO COMPLY WITH 2020 PLUMBING CODE OF NYSAND LOCAL CODES AND TO BE 36-06 37th Street, 2nd Floor STRUCTURAL WORK; REPORT TO THE ARCHITECT AND ENGINEER ANY AND ALL CONDITIONS INSTALLED BY LICENSED PLUMBER. Long Island City, New York, 11101 WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND 2. INCLUDE ALL PIPING; DOMESTIC HOT AND COLD WATER, SANITARY AND SUPPLY AND HOOKUP OF ALL Tel: (718) 392-0078 COMPLETION OF THE NEW WORK. NOTIFY ARCHITECT OF ALL CHANGES. FIXTURES SCHEDULED ON DRAWINGS; AND INSULATION OF DESIGNATED PIPING RUNS SHALL ALSO E-mail: cherico@ckingarch.com 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND INCLUDE ALL GAS PIPING AND EQUIPMENT CONNECTION WHERE REQUIRED. THE NEW YORE: STATE BUILDING CODE LATEST EDITION. ALL REQUIREMENTS IN THE CODE SHALL 3. ALL ITEMS, SUCH AS FITTINGS, ETC. NOT MENTIONED BUT UNDERSTOOD TO BE NECESSARY TO REV.NO REV.DATE DESCRIPTION BE ADHERED 1-0 AS IF THEY WERE CALLED FOR, OR SHOWN ON THE DRAWINGS. THIS SHALL COMPLETE THE PLUMBING SHALL BE INCLUDED. 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE 4. SOIL, WASTE AND VENT PIPING TO BE OF MATERIAL APPROVED BY LOCAL CODES. MODIFIED BECAUSE THERE ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE 5. PROVIDE CLEANOUTS FOR SOIL AND WASTE LINES AS SHOWN ON DRAWINGS, AND OF TYPE APPROVED 2 0ISSUED FOROVIEW THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. BY LOCAL CODES. s 088.10.2021.08.2022 ISSUED FOR DDOBBRREVIEEVIEW 6. ALL WATER SUPPLY PIPING BELOW GROUND SHALL BE TYPE K COPPER TUBING. ALL WATER SUPPLY 3. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND PERFORM ALL THE WORK DESCRIBED IN PIPING ABOVE GROUND SHALL BE TYPE L COPPER TUBING. THE ACCOMPANYING SECTION OF THESE SPECIFICATIONS, AS HEREIN ENUMERATED AND SHOWN 7. PROVIDE FOR DRAINAGE WATER SYSTEM, AND CAP ALL STUDS UNTIL FINISH WORK IS INSTALLED. ON THE ACCOMPANYING DRAWINGS. INSTALL DRAIN VALVE AT WATER METER WITH %%253" HOSE THREAD AND VACUUM BREAKER. 8. PROVIDE STOPS ON WATER SUPPLIES TO EACH FIXTURE AND WHEEL SHUT OFF VALVE. 4. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND 9. INSULATE ALL HOT AND COLD WATER PIPING. SPECIFICATIONS. MECHANICAL NOTES: 5. DO NOT SCALE- THE DRAWINGS. VENTILATION - §M403.1 VENTILATION SYSTEM. MECHANICAL VENTILATION SHALL BE PROVIDED BY A METHOD 6. COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF THE OTHER TRADES. OF SUPPLY AIR AND RETURN OR EXHAUST AIR. THE AMOUNT OF SUPPLY AIR SHALL BE APPROXIMATELY ALL SLOTS, SLEEVES AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING EQUAL TO THE AMOUNT OF RETURN AND EXHAUST AIR. THE SYSTEM SHALL NOT BE PROHIBITED FROM CONCRETE. PRODUCING NEGATIVE OR POSITIVE PRESSURE. THE SYSTEM TO CONVEY VENTILATION AIR SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH 2020 MECHANICAL CODE OF NYS. 7. THE CONTRACTOR SHALL PROTECT THE WORK AND ALL ADJACENT PROPERTY FROM LOSS OR DAMAGE RESULTING FROM ITS OPERATIONS, AND IN THE EVENT OF SUCH LOSS OR DAMAGE, VENTILATION SUPPLY SYSTEMS SHALL BE DESIGNED TO DELIVER THE REQUIRED RATE OF SUPPLY AIR TO THE SHALL MAKE REPLACEMENTS OR REPAIRS AS REQUIRED WITHOUT ADDITIONAL COST TO THE OCCUPIED ZONE WITHIN AN OCCUPIED SPACE. THE OCCUPIED ZONE SHALL HAVE BOUNDARIES MEASURED AT OWNER. 3 INCHES (76 MM) AND 72 INCHES (1829 MM) ABOVE THE FLOOR AND 24 INCHES (610 MM) FROM THE ENCLOSING WALLS. 8. ALL MATERIALS STORED WITHIN THE BUILDING SHALL BE NEATLY STACKED. MATERIAL SHALL NOT BE STORED OUTSIDE THE BUILDING. DO NOT STORE COMBUSTIBLE MATERIALS ON THE PREMISES FOR A PERIOD LONGER THAN NECESSARY FOR THE EXECUTION OF THE WORK. 9. PROVIDE AND MAINTAIN TEMPORARY ENCLOSURES, FENCES AND BARRICADES AS REQUIRED BY HVAC EQUIPMENT SCHEDULE (MITSUBISHI) GOVERNING LOCAL ORDINANCES. PROVIDE TEMPORARY DOOR AND WINDOW ENCLOSURES AS REQUIRED. OUTDOOR UNIT INDOOR UNIT COOLING HEATING CAPACITY ELECTRICAL ENERGY CONSERVATION: FLOOR SPECIFICATIONS LOCATION UNIT# AIR FLOW AIR FLOW - ALL WORK ON THIS PROJECT SHALL CONFORM TO THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (LATEST EDITION) BASEMENT MITSUBISHI HEAT PUMP, OPEN SPACE 17,700 BTU/H 20,900 BTU/H 1-1/2 TON 208/230 V, 1—PHASE UNIVERSAL OUTDOOR UNIT ❑ (MAXIMUM) (MAXIMUM) 60Hz - THIS PROJECT IS DESIGNED TO MEET THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION ACC-1 MODEL#: SUZ-KA18NA2 All ideas, designs, arrangements and plans indicated CODE OF NEW YORK STATE. 18,000 BTU, CEILING CASSETTE or represented by this drawing are owned by and SEER: 20.7 MODEL#: SLZ-KF18NA the property of Cherico King Architect, PC. and were - ALL EXPOSED HOT WATER PIPING AND /OR HEATING DUCTS TO BE INSULATED AS PER THE ENERGYEER: 12.5 (24"x24") DUCTLESS HEAT created, evolved, and developed for use on, and in connection with the specified project. None of such CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. ENERGY STAR: YES PUMP ideas, designs, arrangements, or reproduction of plans shall be used by or disclosed to any person, - JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES firm, or corporation for any purpose whatsoever OF AIR LEAKAGE SHALL BE SEALED. 1st & 2nd MITSUBISHI MUL11—ZONE OPEN SPACE AIR FLOW AIR FLOW without the express written permission of Cherico FLOORS INVERTER HEAT PUMP King Architect, PC. Written dimensions on these ACC-2 SYSTEM drawings shall have precedence over scaled - RECESSED LIGHTS MUST BE 1) TYPE IC RATED OR INSTALLED INSIDE AN APPROPRIATE AIRTIGHT ASSEMBLY ACC-3 MODEL#: MXZ-4C36NAHZ2 M—SERIES dimensions. Contractors shall verify and be WITH A 1/2" CLEARANCE FROM COMBUSTIBLE MATERIALS. IF NON-IC RATED, THE FIXTURE MUST BE # responsible for all dimensions and conditions on the 36,000 BTU, job, and this office must be notified of any variation INSTALLED WITH A 3" CLEARANCE FROM INSULATION. from the dimensions and conditions shown by these SEER: 18.70 MASTER BEDROOM, KITCHEN COOLING: 212-403 CFM HEATING: 212-417 CFM 3 TON/ FLOOR 208/230 V, 1—PHASE drawings. - VAPOR RETARDERS SHALL BE PROVIDED IN THE WARM-IN-WINTER SIDE OF ALL NON-VENTED FRAMED EER: 13.20 & DINING AREA: 60Hz CEILINGS, WALLS, AND FLOORS. ENERGY STAR: YES MODEL#: MLZ—KP18NA Applicant of record has not been retained for (16"x48") 18K BTU/H, supervision of construction and Special/Progress - MATERIALS AND EQUIPMENT MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECESSED CEILING CASSETTE inspection. INSTALLATION INSTRUCTIONS. MUL11—ZONE HEAT PUMP SYSTEMS This plan is approved only for work indicated on the - MATERIALS AND EQUIPMENT MUST BE IDENTIFIED SO THAT COMPLIANCE CAN BE DETERMINED. application specification sheet. All other matters BEDROOMS: COOLING: 212-312 CFM HEATING: 212-325 CFM shown are not to be relied upon, or to be - MANUFACTURERS MANUALS FOR ALL INSTALLED HEATING AND COOLING EQUIPMENT AND SERVICE WATER MODEL#: MLZ—KP09NA considered either being approved or in accordance HEATING EQUIPMENT MUST BE PROVIDED. (16"x48") 9,000 BTU/H with applicable codes. ONE—WAY CEILING CASSETE, - INSULATION R-VALUES AND GLAZING U-FACTORS MUST BE CLEARLY MARKED AND VISIBLE ON ALL INSTALLED MULTI—ZONE HETA PUMP SYSTEMS ITEMS. - SUPPLY DUCTS IN UNCONDITIONED ATTICS OR OUTSIDE THE BUILDING MUST BE INSULATED TO R-8. - RETURN DUCTS IN UNCONDITIONED ATTICS OR OUTSIDE THE BUILDING MUST BE INSULATED TO R-4. - SUPPLY DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED TO R-8. - RETURN DUCTS IN UNCONDITIONED SPACES (EXCEPT BASEMENTS) MUST BE INSULATED TO R-2. PROJECT ADDRESS - INSULATION IS NOT REQUIRED ON RETURN DUCTS IN BASEMENTS. Constantine's Residence - ALL JOINTS, SEAMS, AND CONNECTIONS MUST BE SECURELY FASTENED WITH WELDS, GASKETS, MASTICS, 275 Miriam Road, MASTIC-PLUS-EMBEDDED-FABRIC, OR TAPES. DUCT TAPE IS NOT PERMITTED. EXCEPTION: CONTINUOUSLY WELDED AND LOCKING-TYPE LONGITUDINAL JOINTS AND SEAMS ON DUCTS OPERATING AT LESS THAN 2 IN. MattltUCk, NY 11952 W.G. (500 PA). DRAWING TITLE - DUCTS SHALL BE SUPPORTED EVERY 10 FEET OR IN ACCORDANCE WITH THE MANUFACTURER'S GENERAL NOTES & INSTRUCTIONS. - COOLING DUCTS WITH EXTERIOR INSULATION MUST BE COVERED WITH A VAPOR RETARDER. HVAC SPECIFICATIONS -AIR FILTERS ARE REQUIRED IN THE RETURN AIR SYSTEM. SEAL&SIGNATURE PROJECT No. - THE HVAC SYSTEM MUST PROVIDE A MEANS FOR BALANCING AIR AND WATER SYSTEMS. CK2a=016 * REG/S Tit` /DRAWN BY - EACH DWELLING UNIT SHALL HAVE AT LEAST ONE THERMOSTAT CAPABLE OF AUTOMATICALLY ADJUSTING ��� CHF �� C.K. THE SET POINT OF THE LARGEST ZONE. 2` a 'CHECKED BY - SEPARATE ELECTRIC METERS ARE REQUIRED FOR EACH DWELLING UNIT. `r FIREPLACE DOORS. 8 - FIREPLACES MUST' BE INSTALLED WITH TIGHT FITTING NON-COMBUSTIBLE � k * �' DATE: 04Y.2021 - FIREPLACES MUST BE PROVIDED WITH A SOURCE OF COMBUSTION AIR, AS REQUIRED BY THE FIREPLACE PROVISIONS OF THE BUILDING CODE OF THE STATE OF NEW YORK AS APPLICABLE. DOB APPROVAL&DATE DRAWING NUMBER - WATER HEATERS WITH VERTICAL PIPE RISERS MUST HAVE A HEAT TRAP ON BOTH THE INLET AND OUTLET A-020.00 UNLESS THE WATER HEATER HAS AN INTEGRAL HEAT TRAP OR IS A PART OF A CIRCULATING SYSTEM Sheet $ of 21 - ALL CIRCULATING HOT WATER PIPES TO BE INSULATED IN ACCORDANCE WITH CODE. ARCHITECTURAL ABBREVIATIONS GENERAL NOTES THE CODE. ADJACENT BUILDINGS.CONTRACTOR TO SUBMIT THE DEPTH (ELEVATION)OF THE Cherico King Architect, P.C. 1. IT IS THE INTENTION OF THIS CONTRACT TO CONSTRUCT THE BUILDING(S), 9• PROVIDE A MINIMUM 1'4 SQ. IN. LOUVER IN DOORS TO ALL ROOMS WITH LESS FOOTINGS TO THE ARCHITECT. A AMPERES F.E. FIRE EXTINGUISHER OH OVER HEAD FINISHED AND READY FOR OCCUPANCY, IN ACCORDANCE WITH THE CONTRACT THAN 18 SQ. FT.OF WI14DOW AREA. 4. CONTRACTOR TO MONITOR ALL EXCAVATION USING MECHANICAL EQUIPMENT. NO Architectural Design & Planning A.B. ANCHOR BOLT F.N. FIELD NAILING OPNG. OPENING DOCUMENTS AND ALL REQUIREMENTS OF THE LAW.ALTHOUGH ALL NECESSARY 10. PROVIDE METAL VENTILATORS, GRAVITY TYPE FOR COCKLOFT ROOF AREAS BEHIND USE OF MECHANICAL EQUIPMENT WITHIN 3-0"OF ADJACENT FOUNDATION. A.F.F. ABOVE FINISHED FLOOR F.O. IFACE OF OPPO. OPPOSITE WORK MAY NOT BE ITEMIZED IN THE DRAWINGS AND SPECIFICATIONS,THE EXTERIOR FACE BRICKWALLS. FREE AREA OF VENTILATORS SHALL BE A MINIMUM 5. WITHIN 3-0"OF ADJACENT FOUNDATION TO BE EXCAVATED BY HAND AND REPAIR 36-06 37th Street, 2nd Floor A.F.G. ABOVE FINISHED GRADE F.S. FLOOR SINK P.C. PRECAST CONCRETE CONTRACTOR WILL FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND OF 1/300 OF ROOF AREA. ADJACENT FOUNDATION AS REQUIRED TO INSURE STRUCTURAL STABILITY OF Long Island City, New York, 11101 INCLUDE ALL WORK SPECIFIED OR IMPLIED FOR THE COMPLETE REPAIR OF THE . A C AIR CONDITIONING F G FIBERGLASS P.L. or R PROPERTY UNE ADJACENT BUILDINGTel: (718) 392-0078 ABC AGGREGATE BASE COURSE FAB. FABRICATE P.LAM. PLASTIC LAMINATE BUILDING(S). CONSTRUCTION NOTES (CONCRETE) 6. IF REQUIRED,THE OWNER/CONTRACTOR SHALL RETAIN A SITE ENGINEER TO E-mail: chericonckin arch.com ABS ACRYLONITRILE-BUTADIENE-STYRENE FACP FIRE ALARM CONTROL PANEL P.O.C. POINT OF CONNECTION 2. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMENSIONS AND PROVIDE INSPECTIONS DURING CONSTRUCTION OPERATIONS FOR THE FOLLOWING v g REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO START OF WORK. 1. ALL CONCRETE WORK SHALL CONFORM TO CHAPTER 4 OF 2020 RESIDENTIAL WHERE APPLICABLE: ABV. ABOVE FDC FIRE DEPARTMENT CONNECTION PERF. PERFORATED 3. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE NEW YORK STATE CODE OF NYS."BUILDING CODE REQUIREMENTS FOR CONCRETE FOODATIONS" 6.1. ENSURING ENGINEER IS ON SITE REV.NO REV.DATE DESCRIPTION ACB ASBESTOS-CEMENT BOARD FDN. FOUNDATION PERP. or 1 PERPENDICULAR BUILDING CODE AND ALL RULES AND REGULATIONS OF THE COUNTY AND STATE. AND"FOOTING". 6.2. EXCAVATION DEPTH ACOU. ACOUSTIC FHC FIRE HOSE CABINET PH or 0 PHASE 4. 2. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN THE SERVICES OF A LICENSED 6.3. PUMPING OPERATIONS 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW PROFESSIONAL ENGINEER FOR ALL CONTROLLED CONCRETE WORK.THIS ACT ACOUSTICAL CEILING TILE FIN. FINISH PL. PLASTER PROFESSIONAL ENGINEER SHALL FILE ALL THE DOCUMENTS AND BE RESPONSIBLE 6.4, PILE DRIVING OPERATIONS 2 07.10.2021 ISSUED FOR ZONING REVIEW n r nn r n nT'7T-�1'LT>-rmi`V' ADD. ADDITION or ADDENDUM FL FLOOR PL. or R PLATE FOR ALL INSPECTIONS 4ND FINAL APPROVALS AS REQUIRED BY THE BUILDING 6.5. SHEETING/SHORING/BRACING AG ABOVE GRADE FLG. FLOORING PLAS. PLASTIC 5. CONTRACTOR/OWNER SHALL OBTAIN BUILDING PERMIT. NO WORK SHALL CODE OF THE STATE 0=NEW YORK. COPIES OF ALL DOCUMENTS SHALL BE 6.6. ANGLE OF REPOSE 3 08.08.2022 ISSUED FOR DOB REVIEW PROCEED UNLESS BUILDING PERMIT IS DISPLAYED AT FRONT OF BUILDING(S). FORWARDED TO INSPEDDTOR AND ARCHITECT. AHU AIR HANDLER UNIT FLUOR. FLUORESCENT PLUMB. PLUMBING � 6.7. FORMS BRACING AL.orALUM, ALUMINUM FP FIRE PROOF PLYWD. PLYWOOD 6' GONTRAeTOR 61 ALL E)EITAIN A SEPARATE PERMIT FRE)M TI 1E DEPARTMENT 9F 3. ALL FOOTINGS,FOUNCATION WALLS, RETAINING WALLS, FRAMED SLABS AND 6.8. UNDERPINNING BEAMS SHALL BE CONTROLLED CONCRETE HAVING A MINIMUM ULTIMATE ALT. ALTERNATE FTG. FOOTING PORC. PORCELAIN 7 'ALL I e0NTRA6TeR nI 'A r)nT IN n SEPARATE PERMIT FReM TI Ir DEPARTMENT nor AIRY COMPRESSIVE STRENGTH OF 3500 P.S.I. IN 28 DAYS.ALL CONCRETE EXPOSED TO 6.9. GROUNDWATER ANL ANNEALED FURN. FURNISH PREFAB. PREFABRICATED nrneURCES rE)n ANY NEW BE) rn WEATHER OR GRADE SHALL BE AIR ENTRAINED.ALL OTHER CONCRETE SHALL 6.10. WORK AS PER PLAN ASPH. ASPHALT G.I. GALVANIZED IRON PSF POUNDS PER SQUARE FOOT 8. CONTRACTOR SHALL OBTAIN NEW CERTIFICATE OF OCCUPANCY. HE SHALL OBTAIN HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH IN 28 DAYS UNLESS 6.11. OTHER ENGINEERING WORKS TO BE DONE. AVG AVERAGE GA. GAUGE PSI POUNDS PER SQUARE INCH ALL PERMITS AND FINAL APPROVALS OF ALL DEPARTMENTS HAVING JURISDICTION. OTHERWISE SPECIFIEDAS FOLLOWS: AWG AMERICAN WIRE GAUGE GALV. GALVANIZED PTN. PARTITION 9. CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION INSURANCE AND SLABS ON GRADE - AIR ENTRAINED STONE 3500 P.S.I. BUILDING DEPARTMENT NOTES ANGLE GAR. GARAGE PVC POLYVINYLCLORIDE DISABILITY BENEFITS. SIDEWALKS - AIR ENTRAINED STONE 3500 P.S.I. - CONCRETE FILL - LIGHTWEIGHT 3500 P.S.I. 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS BEFORE B.M. BENCH MARK GFCI GROUND FAULT CIRCUIT INTERRUPTER PWR. POWER 10. CONTRACTOR SHALL PAY FOR ALL PERMITS, LICENSES,INSPECTION FEES AND ALLANY CONSTRUCTION WORK IS STARTED. OTHER CHARGES. SILLS&COPING - LOW ABSORPTION 5000 P.S.I. B.N. BOUNDARY NAILING GA GROUND FAULT INTERRUPTER Q.T. QUARRY TILE EQUIPMENT PADS - STONE 3500 P.S.I. 2. WHERE NON-COMBUSTIBLE PIPES AND CONDUITS PASS THROUGH RATED SHALL PROVIDE ALL NEEDLING,B.O. BOTTOM OF GL GLASS QTY. QUANTITY 11. WHERE EXISTING WORK , CUT AND/OR UNDERPINNED,CONTRACTOR SHORING,BRACING,WEDGING AND DRY-PACKING 4. CONCRETE SHALL NOT BE PLACED IN TEMPERATURE LESS THAN 40 DEGREES F.OR CONSTRUCTION,THE AREA OF SUCH OPENING MAY NOT EXCEED 25 SQ. IN.IN ANY N B.O.F. BOTTOM OF FOOTING GLB GLUE LAMINATED BEAM R RADIUS AND SHALL BE RESPONSIBLE FOR THE SAFETY OF THE STRUCTURE DURING THIS WHEN TEMPERATURE IS ANTICIPATED TO BE BELOW 40 DEGREES F.WITHIN 48 100 SQ, FT.OF WALL OR FLOOR AREA.THE SPACE BETWEEN THE PIPE AND ITS B.U. BUILT UP GM GRADE MARK R.D.L. ROOF DRAIN LEADER OPERATION. HOURS AFTER POURING, SLEEVE OR OPENING MAY NOT EXCEED 1/2"AND WILL BE PACKED WITH THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES AS REQUIRED FOR NON-COMBUSTIBLE MATERIAL SUCH AS MINERAL WOOL, R302 B C BACK OF CURB GM GATE VALVE R.D.O. ROOF DRAIN OVERFLOW 12. THE CONTRACTOR SHALL BE REQUIRED TO PATCH, REPAIR,AND REPLACE ANY 5. INSTALLATION OF BUIL--IN WORK,SLEEVES,OPENINGS, INSERTS, ETC.AS 3. CONCEALED SPACES WITHIN PARTITIONS,WALLS, FLOORS, ROOFS,STAIRS, AREAS THAT ARE ALTERED OR DAMAGED DURING PROCESS OF CONSTRUCTION. REQUIRED. LOCATION OF SLEEVES AND OPENINGS NOT SHOWN ON PLANS SHALL BD. BOARD GRC GALVANIZED RIGID TUBING R.O. ROUGH OPENING FURRING, PIPE SPACES, ETC.,THAT WOULD PERMIT PASSAGE OF FLAME,SMOKE, BLDG BUILDING GYP. GYPSUM R.O.W.orR W RIGHT OF WAY 13. THE CONTRACTOR IS CAUTIONED TO MAKE CONTINUOUS OBSERVATIONS OF THE BE SUBJECT TO THE AFPROVAL OF STRUCTURAL ENGINEER. FUMES,OR HOT GASES FROM ONE FLOOR TO ANOTHER,OR FROM ONE EXISTING STRUCTURE DURING THE PERFORMANCE OF HIS WORK.SHOULD HE CONCEALED AREA TO ANOTHER,SHALL BE FIRESTOPPED TO FORM AN EFFECTIVE BILK. BLOCK GYP. BD. GYPSUM BOARD REF REFRIGERATOR BECOME AWARE OF ANY SITUATIONS THAT REQUIRE FURTHER INVESTIGATION OR 6. ALL REINFORCING MATERIAL SHALL BE NEW BILLET STEEL CONFORMING TO DRAFT BARRIER OR SHALL BE FILLED WITH NONCOMBUSTIBLE MATERIAL. BLKG. BLOCKING H.B. HOSE BIBB REF. REFERENCE STUDY, HE SHALL NOTIFY THE ARCHITECT IMMEDIATELY. A.S.T,M.615 GRADE 60.SLAB ON GRADE REINFORCEMENT SHALL BE 6"x 6"-10/10 BM. BEAM H.C. HOLLOW CORE REINF. REINFORCED GAUGE WELDED WIRE MESH. 4. PLUMBING VENTS SHALL EXTEND ABOVE ROOF AS PER 2020 PLUMBING CODE OF 14. THE STRUCTURAL DESIGN IS BASED UPON EXISTING DRAWINGS(IF AVAILABLE), 7. MINIMUM CONCRETE COVER FOR NON-PRESTRESSED CAST-IN-PLACE CONCRETE NYS. BR BRASS H.M. HOLLOW METAL REQ'D. REQUIRED FIELD OBSERVATIONS AND/OR ASSUMPTIONS REGARDING THE EXISTING SHALL BE BASED ON A.C.I.318-89, PART 3,CHAPTER 7.7.1. EXCEPT AS NOTED 5. ALL ELECTRICAL OUTLETS TO MEET ALL REQUIREMENTS OF THE NYS ELECTRICAL BRG. BEARING H C HANDICAPPED RET. RETURN CONDITIONS AT THE SITE.VARIATIONS BETWEEN THE FIELD CONDITIONS AND OTHERWISE. MINIMUM COVER SHALL BE AS FOLLOWS: CODE. BRZ BRONZE HDBD. HARDBOARD REV. REVISION THESE DRAWINGS MAY EXIST.WHERE SUCH VARIATIONS ARE ENCOUNTERED THEY 6. THE CONTRACTOR MUST OBTAIN A CERTIFICATE OF OCCUPANCY UPON SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 8. PROVIDE NEW CONCRETE FOOTINGS ON SOUND UNDISTURBED SOIL FOR ALL NEW C.A.P. CONCRETE ASBESTOS PIPE HDW HARDWARE RM ROOM MASONRY AND CONCRETE BEARING WALLS. DEPTH OF ALL NEW FOOTINGS TO BE COMPLETION OF ALL WORK ON THIS PLAN TO COMPLY WITH THE LOCAL BUILDING 15. THE CONTRACTOR MUST PROTECT ALL BUILDING AND STRUCTURAL ELEMENTS CODE AND 2020 RESIDENTIAL CODE OF NYS. C.D. CONSTRUCTION DOCUMENTS HGT. HEIGHT RMV. REMOVE INCLUDING ALL CONCRETE OR MASONRY FIREPROOF ARCHES AGAINST DAMAGE 4'-0"MIN.BELOW GRADE OR TO UNDISTURBED SOIL,WHICHEVER IS GREATER. C.I.P. CAST IN PLACE HOR. HORIZONTAL S.C. SOLID CORE RESULTING FROM FALLING OBJECTS AND STORAGE OF CONSTRUCTION 9. PROVIDE NEW 4"REINFORCED CONCRETE SLAB WITH 6 MIL VAPOR BARRIER OVER 7• REQUIRED INSPECTION ITEMS:THE FOLLOWING ITEMS WORK SHALL BE C.J. CONTROL JOINT HTR HEATER S.D. SMOKE DETECTOR MATERIALS AND OTHER HEAVY LOADS DURING ENTIRE COURSE OF DEMOLITION CLEAN WELL COMPACTED SOIL IN ALL AREAS OF CELLAR, BASEMENT OR FIRST SUBJECT TO INSPECTION MADE WITNESSED BY OR UNDER DIRECT SUPERVISION OF AND CONSTRUCTION. FLOOR UNLESS NOTED OTHERWISE ON DRAWINGSAN ARCHITECT OR ENGINEER RETAINED BY THE OWNER WHO SHALL BE . C.O. CLEAN OUT HVAC "HEATING, VENTILATING & S.O.V. SHUT OFF VALVE ACCEPTABLE TO THE ARCHITECT. C.T. CERAMIC TILE & AIR CONDITIONING" S L SKYLIGHT 10. PROVIDE NEW 4"REINFORCED CONCRETE SLAB ON 6"GRAVEL BASE IN ALL COURT, 7.1. TEST REPORT AND CERTIFICATE OF INSPECTION SHALL BE FILED WITH THE YARD AND FIRE PASSAGES UNLESS NOTED OTHERWISE ON DRAWINGS. PROVIDE CAB CABINET HW HOT WATER S S STAINLESS STEEL MECHANICAL MINIMUM 1/4"PER FT.SLOPE TO DRAIN. BUILDING DEPARTMENT, CAM. ICAMBER HYD. HYDRAULIC SC SELF CLOSING 1. NEW SYSTEM HEATING AND HOT WATER SUPPLY, DISTRIBUTION, BOILER,AND ALL 11. PROVIDE NEW 4"REINFORCED CONCRETE SIDEWALKS ON 6"GRAVEL BASE FOR 7.2. ALL MATERIALS,ASSEMBLIES AND METHOD OF CONSTRUCTION REGULATED CCN CLOSED CIRCUIT TELEVISION I.C. INTERCOM OUTLET SCHED. SCHEDULE SAFETY DEVICES SHALL COMPLY WITH 2020 MECHANICAL CODE OF NYS.ALL GAS, ENTIRE SITE AND ELSEWHERE AS NOTED ON DRAWINGS. PROVIDE NEW METAL BY THE CODE AND NOT LISTED ABOVE SHALL BE SUBJECT TO REQUIRED CEM. CEMENT I.D. INSIDE DIAMETER SECT. SECTION ELECTRIC,WATER,SOIL,AND DRAINAGE LINES TO BE CONNECTED TO LOCAL FACED CURBS FOR ENTIRE SITE. NEW SIDEWALKS AND CURBS TO BE AS PER THE INSPECTION BY THE PERSON SUPERINTENDING THE CONSTRUCTION. UTILITIES WHERE AVAILABLE. BUILDING CODE OF THE STATE OF NEW YORK. 7.3. SIGNED COPIES OF ALL TESTS AND INSPECTION REPORTS SHALL BE FILED CER CERAMIC I.F. INSIDE FACE SES SERVICE ENTRANCE SECTION THROUGH THE ARCHITECT WITH THE DEPT. CFM CUBIC FEET PER MINUTE ID IDENTIFICATION SH SHEET 2. THE INSTALLATION OF ALL PLUMBING, ELECTRICAL,AND H.V.A.C.WORK SHALL 12. OPENINGS IN EXISTING CONCRETE SLABS ARE TO SEALED WITH 4"LIGHT WEIGHT COMPLY WITH ALL LOCAL AND STATE REGULATIONS. CONCRETE FILL.CONTRACTOR IS TO PREPARE EXISTING SURFACES TO ENSURE 8. DUCT FIRE RETARDING-DUCTS TO BE FIRE RETARDED AS PER PLANS AND TO BE CH or C CHANNEL IG ISOLATED GROUND SHT'G. SHEATHING 3. CONSTRUCTION OF BUILDING EXTERIOR ENVELOPE,AND INSTALLATION OF PROPER CONTRACTOR SHALL PROPERLY SHORE AND MAKE SAFE ALL FLOORS FOR FIRESTOPPED AT EACH TIER WITH 2"MINERAL WOOL. MAINTAIN 1/2"CLEARANCE All ideas, designs, arrangements and plans indicated CKT. BKR. CIRCUIT BREAKER IMC INTERMEDIATE METALLIC CONDUIT SIM. SIMILAR H.V.A.C.,SERVICE WATER HEATING, ELECTRICAL DISTRIBUTION AND ILLUMINATION THE EXECUTION OF THIS WORK. BETWEEN DUCTS AND SHEETROCK. or represented by this drawing are owned by and CL or CL CENTERLINE IMPG IMPREGNATED SPA. SPACE SYSTEMS AND EQUIPMENT TO COMPLY WITH THE NEW YORK STATE ENERGY 8.1. ADMINISTRATION the property of Cherico King Architect, PC. and were CLG. CEILING INCL. "INCLUDE, INCLUSIVE" SPECS SPECIFICATIONS CONSERVATION CONSTRUCTION CODE,2018 IECC. 8.1.1. ALL MATERIALS,ASSEMBLIES, FORMS,METHODS OF CONSTRUCTION, created, evolved, and developed for use on, and in CLKG. CAULKING INSUL. INSULATION SPKR. SPEAKER 4. ALL BATHROOMS AND KITCHENETTES WITHOUT WINDOWS TO BE VENTED AS PER AND SERVICE EQUIPMENT SHALL MEET THE FOLLOWING connection with the specified project. None of such SECTION R303,MECHANICAL EXHAUST VENTS FOR BATHROOMS AND REQUIREMENTS: ideas, designs, arrangements, or reproduction of CLO. CLOSET INT. INTERIOR SQ. FT. SQUARE FEET KITCHENETTES TO BE IN TWO(2) HOUR FIRE-RATED ENCLOSURES AS PER M1803, CONSTRUCTION NOTES (STRUCTURAL STEEL) 8.1.1,1. IT SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE plans shall be used by or disclosed to any person, CLR. CLEAR J-BOX JUNCTION BOX SQ. IN. SQUARE INCHES AND FIREDAMPED BEYOND EACH REGISTER. PROVIDE MINIMUM FIVE(5)AIR 1. ALL STRUCTURAL STEEL SHALL CONFORM WITH A.I.S.C.SPECIFICATIONS FOR OF THE CODE BY THE BOARD,OR firm, or corporation for any purpose whatsoever CMU CONCRETE MASONRY UNIT JCT JUNCTION STC SOUND TRANSMISSION CLASS CHANGES PER HOUR AT BATHROOMS AND SIX(6)AIR CHANGES PER HOUR AT STRUCTURAL STEEL FOR BUILDINGS,LATEST EDITION. 8.1,1.2. SHALL HAVE BEEN ACCEPTED FOR USE UNDER THE PRESCRIBED without the express written permission of Cherico CNTRD. CENTERED JST. JOIST STD. STANDARD KITCHENETTES. 2. ALL STEEL SHALL BE A.S.T.M.-A36 HAVING A SPECIFIED MINIMUM YIELD POINT OF CODE TEST METHODS BY THE COMMISSIONER,OR King Architect, PC. Written dimensions on these COL. COLUMN JT, JOINT STL. STEEL 36,000 P.S.I. UNLESS OTHERWISE NOTED ON DRAWINGS. 8.1.1.3. APPROVED BY THE MANUFACTURERS,OR BY THE CONSTRUCTION drawings shall have precedence over scaled 3. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN THE SERVICES OF A LICENSED DIVISION OF THE BUILDING DEPARTMENT. dimensions. Contractors shall verify and be COMB. COMBINATION K-D KNOCK DOWN SUSP. SUSPENDED SMOKE DETECTOR NOTES responsible for all dimensions and conditions on the CONC. CONCRETE KD KILN DRIED SW SWITCH 1. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH SMOKE DETECTORS AS PER PROFESSIONAL ENGINEER FOR ALL CONTROLLED INSPECTIONS AND REPORTS FOR 8.1.2. AT LEAST 24 HOURS WRITTEN NOTICE SHALL BE GIVEN TO THE DEPT.OF job, and this office must be notified of any variation STRUCTURAL STEEL.THIS PROFESSIONAL ENGINEER SHALL FILE ALL THE BUILDINGS BEFORE THE COMMENCEMENT OF WORK. CONST. CONSTRUCTION KO KNOCK OUT SYM SYMMETRICAL R314 SMOKE ALARMS AND HEAT DETECTION from the dimensions and conditions shown by these DOCUMENTS AND BE RESPONSIBLE FOR ALL AFFIDAVITS,CONTROLLED 8.2. INSPECTION REQUIREMENTS drawings. CONT. CONTINUOUS L.E.D. LIGHT EMITTING DIODE SYS. SYSTEM 2. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AUDIBLE AND VISIBLE TYPE INSPECTIONS,AND FINAL APPROVALS REQUIRED BY THE BUILDING CODE OF THE 82.1. THE FOLLOWING ITEMS OF WORK SHALL BE SUBJECT TO REQUIRED CONTR. CONTRACTOR L.FT. LINEAR FEET T & G TONGUE AND GROOVE SMOKE DETECTORS. REFER TO SECTION R314.AND NOTES. STATE OF NEW YORK.COPIES OF ALL DOCUMENTS SHALL BE FORWARDED TO INSPECTION, MADE AND WITNESSED AL B UNDER THE DIRECT 3. ALL SMOKE DETECTORS TO BE IONIZATION TYPE AS PER NEW YORK STATE ARCHITECT OR RECORD. SUPERVISION OF AN ARCHITECT OR ENGINEER RETAINED BY THE Applicant of record has not been retained for CU COPPER LAM LAMINATE T.B. THROUGH BOLT PP d PENNY LAT. LATERAL T.M.B. TELEPHONE MOUNTING BOARD BUILDING CODE. 4. ALL STEEL WORK SHALL BE EXECUTED FROM APPROVED SHOP DRAWINGS. OWNER WHO SHALL BE ACCEPTABLE TO THE ARCHITECT.TEST REPORT supervision of construction and Special/Progress 4. ALL SMOKE DETECTORS MUST BE INSTALLED IN EACH SLEEPING ROOMS.ALSO SEE 5. SHOP CONNECTIONS AND FIELD CONNECTIONS SHALL BE WELDED OR BOLTED. AND CERTIFICATE OF INSPECTION SHALL BE FILED WITH THE BUILDING inspection. D.F. DRINKING FOUNTAIN LAV LAVATORY T.O. TOP OF LOCATION 8314.3 CONNECTION MATERIAL SHALL CONFORM TO A.S.T.M.DESIGNATIONS, LATEST DEPT. D.G. DECOMPOSED GRANITE LD. LEAD T.O.B. TOP OF BEAM 5. ALL SMOKE DETECTORS SHALL BE HARD WIRED AND MAY BE WALL OR CEILING EDITION.ALL WELDING rO BE DONE BY LICENSED WELDERS AND SHALL BE 8.2.2. ALL MATERIALS,ASSEMBLIES AND METHODS OF CONSTRUCTION D.S. DOWN SPOUT LIN. LINEAR T.O.C. TOP OF CURB MOUNTED.ALL DETECTORS SHOULD BE INTERCONNECTED. INSPECTED BY AN APPROVED WELDING AGENCY WHICH SHALL ISSUE AN AFFIDAVIT REGULATED BY THE CODE AND NOT LISTED ABOVE SHALL BE SUBJECT This plan is approved only for work indicated on the D/W DISHWASHER LINO. LINOLEUM T.O.F. TOP OF FOOTING THAT ALL WELDING HAS BEEN INSPECTED AND FOUND TO BE IN CONFORMITY WITH TO SEMI CONTROLLED INSPECTION BY THE PERSON SUPERINTENDING application specification sheet. All other matters DETAILS. shown are not to be relied upon, or to be MECHANICAL ROOM NOTES DBL. DOUBLE LT. LIGHT T.O.J. TOP OF JOIST THE CONSTRUCTION.SIGNED COPIES OF ALL TEST AND INSPECTION P 6. THE NEW STEEL BEAMS AND COLUMNS SHOWN ON THESE DRAWINGS HAVE BEEN REPORTS SHALL BE FILED THROUGH THE ARCHITECT WITH THE considered either being approved or in accordance DEMO DEMOLITION LTG. LIGHTING T.O.M. TOP OF MASONRY DIA. or 0 DIAMETER LVL LAMINATED VENEER LUMBER T.O.S. TOP OF SLAB 1. EQUIPMENT $6with applicable codes. fEER HOT WATER HEATER OBSERVED IN THE FIELD OR HAVE BEEN ASSUMED.VARIATIONS MAY EXIST BUILDING DEPT. TRADE NAME SEE PLAN SEE PLAN BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS.ANY DEVIATIONS 8.3. FIRE PROTECTION CONSTRUCTION REQUIREMENTS DIAL. DIAGONAL M.B. MACHINE BOLT T.O.W. TOP OF WALL MODEL# SEE PLAN SEE PLAN FROM THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DIM. DIMENSION M.H. MANHOLE T.S. TUBE STEEL INPUT SEE PLAN SEE PLAN ARCHITECT. 8.3.1. ALL MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY WITH THE FOLLOWING: DL DEAD LOAD M.I. MALLEABLE IRON T.V. TELEVISION OUTLET NUMBER SEE PLAN SEE PLAN 7. ALL STRUCTURAL STEEL COLUMNS AND BEAMS ARE"NEW". 8.3.1.1. IT SHALL CONFORM WITH THE NFBU"FIRE RESISTANCE RATING", DN. DOWN M.O. MASONRY OPENING TEL TELEPHONE 2. ANY CHANGE OF HEATING APPARATUS TO BE FILED PRIOR TO INSTALLATION. 8. ALL NEW STRUCTURAL STEEL SHALL BE CLEANED, REINFORCED, REPLACED,AND OR ren r nr 3 GAS VENT Tr. n e Arnn,rnlT FE I.r R A ,,,,A rnc+n A nl I n. PAINTED AS FOLLOWS: DR DOOR MAR. MARBLE TH. THRESHOLD rn 8.3.1.2. IT SHALL HAVE BEEN TESTED IN ACCORDANCE WITH THE ASTM E.A. EXPANSION ANCHOR MAS. MASONRY THD. THREADED 4 8.1. ALL RUSTED STRUCTURE SHALL BE PROPERLY SHORED,AS REQUIRED. E-199 STANDARD METHODS OF FIRE TESTS OF BUILDING E.F. EXHAUST FAN MAT'L MATERIAL THK. THICK 5. PROVIDE FLOOR DRAIN IN MECHANICAL ROOM. 8.2. RUST SHALL BE C_EANED DOWN TO THE BASE METAL WITH MECHANICAL CONSTRUCTION AND MATERIALS"AND ACCEPTED BY THE E.J. EXPANSION JOINT MAX. MAXIMUM THRU THROUGH 6. PROVIDE MIN. 18"CLEARANCE BETWEEN HOT WATER HEATER AND ENCLOSING TOOLS,WIRE BRLSHES,SAND BLASTING OR MANUALLY, COMMISSIONER,OR E.N. END NAILING MECH. MECHANICAL TLT. TOILET WALL PARTITIONS. 8.3. IF THE ORIGINAL BASE METAL IS STILL IN PLACE UNDAMAGED, NO FURTHER 8.3.1.3. IT SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE 7. PROVIDE 3'-0"CLEARANCE IN FRONT OF HOT WATER HEATER AND ENCLOSING REINFORCEMENTIS REQUIRED. PROCEED WITH'E'BELOW. OF CODE, E.W. EACH WAY MED. MEDIUM TRANS. TRANSFORMER WALL. 8.4. IF ORIGINAL BASE METAL IS DAMAGED,CONTRACTOR SHALL REPORT THIS TO 8.3.2. OPENING PROTECTIVES INCLUDING FRAMES,SELF-CLOSING DEVICES EA. EACH MFG. MANUFACTURING TYP. TYPICAL 8. PROVIDE 4'CONCRETE SLAB IN MECHANICAL ROOM. ENGINEER AND AYVAIT INSTRUCTIONS FROM SAME. AND HARDWARE SHALL COMPLY WITH ASTM E-108,"STANDARD EL ELEVATION MFR. MANUFACTURER UNF. UNFINISHED 9. PROVIDE ELECTRIC LIGHT IN MECHANICAL ROOM. 8.5. UPON COMPLETION OF RUST CLEANING,CONTINUE WITH PAINTING ALL METHODS OF FIRE TEST OF DOOR ASSEMBLIES"AND ASTM E-163, ELECT. "ELECTRIC, ELECTRICAL" MIN. MINIMUM UR URINAL 10. MECHANICAL ROOM CEILING:TWO(2) LAYERS 5/8"SHEETROCK,TYPE" . EXISTING STEEL AS PER SPECIFICATIONS. 8.3.3. INTERIOR FINISH:MATERIAL SHALL BE CLASSIFIED IN ACCORDANCE PROJECT ADDRESS X" ELEV. ELEVATOR MISC. MISCELLANEOUS V.B. VAPOR BARRIER 8.6. ALL REINFORCEMENT AND OR REPLACEMENT OF RUSTED STEEL SHALL BE WITH THE SURFACE FLAME-SPREAD RATING OBTAINED AS PRESCRIBED Constanti ne's Residence 11. REFER TO LEGEND FOR MECHANICAL ROOM ENCLOSURE PARTITIONS. NO METERS, IN ASTM E-84"STANDARD METHOD OF TEST FOR SURFACE EMC ELECTRICAL METALLIC CONDUIT MOD MODULAR V.I.F. VERIFY IN FIELD DUMBWAITER SHAFTS, ELEVATOR SHAFTS,INTERIOR STAIR OR REQUIRED OUTSIDE EXECUTED FROMAPPROVED SHOP DRAWINGS. BUILDING CHARACTERISTICS OF BUILDING MATERIALS." EMT ELECTRICAL METALLIC TUBING MTL. METAL VA VOLT AMPERE CELLAR ENTRANCE TO BE LOCATED WITHIN MECHANICAL ROOM. INTERIOR FINISH SHALL BE GROUPED INTO THE CLASSES OF 275 Miriam Road, ENT ELECTRICAL NON-METALLIC TUBING MUL MULLION VCT VINYL COMPOSITION TILE 12. MECHANICAL ROOM DOOR TO BE ONE(1) HOUR TEST FIREPROOFS SELF-CLOSING. THESE SCHEDULES: M attltUCk NY 1 952 EQ. EQUAL N.I.C. NOT IN CONTRACT VERT. VERTICAL APPROVED TYPE. INTERIOR FINISH CLASS FLAME SPREAD CLASS 13. NO STORAGE PERMITTED WITHIN MECHANICAL ROOM. CONSTRUCTION NOTES (STANDARD) A 0-25 EQUIP. EQUIPMENT N.T.S. NOT TO SCALE W C WATER CLOSET B 26-75 DRAWING TITLE EST. ESTIMATE NCM NON-CORROSIVE METAL WDW WINDOW 1. ALL DIMENSIONS ARE TJ FINISH SURFACES. C 76-225 2. ALL EXPOSED SURFACES ARE TO BE PROPERLY FLASHED AND ALL EXPOSED JOINTS ABBREVIATIONS & EVAP. EVAPORATIVE COOLER NFC NOT FOR CONSTRUCTION WCT WAINSCOT D OVER 225 VENTILATION NOTES TO BE PROPERLY CAUL<ED. INTERIOR FINISH EXCEPT FINISH FLOORING AND FLOOR EXC ELECTRIC DRINKING COOLER NO. NAILER WP WEATHER PROOF 3. PROVIDE NEW GYPSUM BOARD CEILING IN ALL ROOMS.CEILING HEIGHT TO BE A COVERING,WALL COVERINGS LESS THAN 0.036"IN TOTAL EXC EXCAVATE N0. NUMBER WT. WEIGHT 1. KITCHENETTE DUCTS SHALL BE A MINIMUM 18 GAUGE GALVANIZED SHEET METAL. EXH. EXHAUST NOM. NOMINAL W WTH 2. INTERIOR BATHROOM DUCTS SHALL BE A MINIMUM 24 GAUGE GALVANIZED SHEET MINIMUM 4 IN.ABOVE WINDOW HEAD AND A MINIMUM HEIGHT OF 8 FT. THICKNESS,SHALL HAVE A FLAME SPREAD RATING NOT GENERAL NOTES METAL. 4. PROVIDE NEW PLASTERAT WALLS AND CEILINGS IN ALL HALLWAYS, LOBBIES, GREATER THAN THAT LISTED. EXIST. or E EXISTING O.C. ON CENTER W/o WITHOUT VESTIBULES,AND STAIR HALLS,AND ELSEWHERE AS NOTED ON THE FINISH 3. ALL DUCTS SHALL BE FITTED WITH APPROVED REGISTERS AND FUSIBLE LINK FIRE EXT. EXTERIOR O.D. OUTSIDE DIAMETER WD. WOOD SCHEDULE.WHERE STRUCTURAL OR MECHANICAL SYSTEMS (ELEC.,PLUMB.,HVAC) DAMPERS. PROHIBIT THE APPLICATION OF A PLASTER CEILING,A NEW GYPSUM BOARD SEAL&SIGNATURE PROJECT No. F.A. FIRE ALARM O.H. OVER HANG W.I. WROUGHT IRON 4. ALL MECHANICAL VENTILATION DUCTS SHALL BE ENCLOSED WITH TWO(2) LAYERS SUSPENDED CEILING SHALL BE PROVIDED. F.C. FAN COIL 0.1. ORNAMENTAL IRON YD. YARD OF ONE(1) INCH GYPSUM COREBOARD TO ACHIEVE A TWO(2) HOUR FIRE RATING. CK21-016 5. PROVIDE ALL NEW HAL_STAIRS INCLUDING STRINGERS,STAIRS AND ASSEMBLIES, F.C.O. FLOOR CLEAN OUT O.R. OUTSIDE RADIUS 5. WHERE MECHANICAL VENTILATION DUCTS PASS THROUGH WALLS OR FLOORS, REGIS INTERMEDIATE LANDINGS AND ASSEMBLIES, NEWEL POSTS, BALUSTERS,AND * �� DRAWN BY F.D. FLOOR DRAIN OAI OUTSIDE AIR INTAKE I I I THE OPENINGS SHALL BE FIRE STOPPED WITH VERMICLITE PLASTER AND WIRE HANDRAILS. FLOOR FINSH ON THREADS AND LANDINGS TO BE FINISHED AS PER co _CH 'A MESH OR F.C.60 GYPSUM BOARD. OWNER. �y,� _ C. 6. ALL VENTILATION DUCTS SHALL TERMINATE AT ROOF IN APPROVED TYPE ROOF 6. PROVIDE NEW INSULATION AT ALL ROOF AREAS, EXTERIOR PERIMETER WALLS,AND EXHAUST FANS.SUCH FANS SHALL HAVE CAPACITIES AS INDICATED ON THEP. CH CKED BY ALL FLOORS ABOVE UNHEATED SPACES AS PER NEW YORK STATE ENERGY -n N n C7 DRAWINGS,AND SHALL OPERATE CONTINUOUSLY, CONSERVATION CODE. Z 7. UPON COMPLETION OF MECHANICAL VENTILATION SYSTEM,SUCH SYSTEMS SHALL 7, FIRE STOPPING SHALL BE PROVIDED AS PER NEW YORK STATE BUILDING CODE INy�s8 �' C BE TESTED BY OR UNDER THE SUPERVISION OF: THE FOLLOWING AREAS: �Rf( * DATE: 7.1. UPON COMPLETION OF MECHANICAL VENTILATION SYSTEM,SUCH SYSTEMS ALL VERTICAL CHASES AND FLOOR PENETRATIONS. 04.07. O21 SHALL BE TESTED BY OR UNDER THE SUPERVISION OF: ALL FIRE-RATED ASSEMBLIES. LICENSED PROFESSIONAL ENGINEER,QUALIFIED TO CONDUCT SUCH A TEST; ALL FIRE DIVISIONS AND SEPARATIONS. OR ALL PERIMETER FURRING AT MASONRY WALLS, DOB APPROVAL&DATE DRAWING NUMBER 7.2. PERSON HAVING MINIMUM FIVE(5)YEARS EXPERIENCE SUPERVISING ALL LOAD BEARING PARTITIONS EXISTING AND NEW. A-030.00 _O 0"OO INSTALLATION OF SUCH SYSTEMS AND QUALIFIED TO CONDUCT SUCH A TEST. SPECIAL NOTES THE TEST SHALL SHOW COMPLIANCE WITH THE CODE REQUIREMENTS FOR 1. THE OWNER/CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN Sheet 9 of 21 VENTILATION AND FUNCTIONING FOR ALL OPERATING DEVICES.SUCH QUALIFIED THE PLANS,INCLUDING FIELD CONDITIONS,CONSTRUCTION DETAILS AND OR TESTER SHALL FILE A CERTIFICATE INDICATING WHETHER TEST SHOWS THAT THE SPECIFICATIONS PRIOR TO THE COMMENCEMENT OF ANY WORK. RATE OF AIR SUPPLY MEETS REQUIREMENTS OF THE CODE. 8. OWNER SHALL FILE CERTIFICATE INDICATING THAT THE VENTILATION SYSTEM WILL 2. THE BUILDING SHALL BE SUFFICIENTLY BRACED AT ALL TIMES DURING THE COURSE BE OPERATED AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF OF CONSTRUCTION TO SATISFY RAIN,SNOW OR WIND LOADS. 3. CONTRACTOR TO PERFORM TEST PITS TO VERIFY THE DEPTH OF FOOTINGS OF THE IIA OWTS General Requirements POLYLOK '1 1.Installer shall provide a certNlcation of the Installation and construction(W.W.M:T3)fmn a PROFESSIONAL ENGINEER OR Cherieo King Architect, P.C. DISTRIBUTION BOX REGISTERED ARCHITECT for flnalapproval ofNosyatrrn Architectural Design & Planning W1 LOCKING COVER' 2.The Installer of VA OWTS must hold a current Liquid Waste License pursuant to Chapter 583 Article VH(Septic Industry Businesses)and Endorsement J(Innovative and Altemalivve Treatment System Installer)through tins Suftlk Courtly FROM 0WTS CONCRM Department of Labor.Licensing and Consumer Affairs,pursuant to Suffolk County Code§563-79(11)(J);The Department 36-06 37th Street, 2nd Floor --�TO LEACHING FIELDS COLLAR24 of Labor,Llperwing,and Consumer Affairs.maintains a list of licensed VA OWTS Malntenanoo Providers. STOPPER` END Long Island City, New York, 11101 PLUG S.An executed Operation and Maintenance Contract between the Maintenance Provider and Properly owner must be Tel: (718) 392-0078 submitted to tyle Department \-PROWDErSPEED LEVELEi? RISER ds COVER?z" THICK. TJNDERt7RAJN " I4.All Installed IIA OWTS are required to have an Initial 3-year warranty and operatioNmalntenan ce servi a contract. 11100000011 E-mail: cherico@ckingarch.com ON EACOUTLET 5.When&1/A OWTS requires a vent,the unit shag be rented to the roof of the residence.being served.Vent pipes Shall FILTER MATERIAL TYPE I n8ER JOINT extend a minimum of B Inches above the roolline and the top of the vent shall have a minimum horizontal separation of 12 ��r� REV.NO REV.DATE DESCRIPTION PACKKNG Inches to the sloped portion of the roof.In oases whore It Is not practical to vent the system to the residence roof,a vent aA pipe may be piped to the exterior aide of the residence and terminate a minimum of 18 Inches above grade.These vent 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW P L YL o K D-B 0 x DETAIL pipes shall be located a minimum of 3 feet from any window or doorway and must terminate with a carbon filter device.Ali d SEWER PIPE vent pipes must have a'minimum diameter of 2lrtches. (TYPICAL) Provide 2"vent pipe from the OWTS To the single-family dwelling and cornecttothe waste 2 07.10.2021 ISSUED FOR ZONING REVIEW N.T.S. PVC PIPE D3034 pipe venting system within the house.Pipe shall have a positive slope Som the OWTS to the 3 08.08.2022 ISSUED FOR DOB REVIEW B 3rd SDR M house'so Bqufd will drain toward the treatment unit BENS B.Garbage grinders shall not be permitted when an WA OWTS Is utilized as means of sewage disposal.In addition,ureterW 'TO SEP77C softeners shall not discharge into snUA OWTS. > FROM DM-U/NC TANK 7.Install VA OWTS tanks according to manufacturer's recommendations.All applicable recommendations provided by the manufacturershell be Implemented F_ N52 O 00'00 ff E 50.00 ti Gl. 609 PIC W)S C/ TO PVC B.The UA OWTS tank shag be installed at level in all directions(with a mwdmum tolerance in any direction or+lone �-----�_ LOCKING COVER. HOUSE ADAPTOR quarter inch)on a minimum 34nch thick bed of properly leveled and compacted sand(free from rocks)or pea grave CLEAN o U T DETAIL 9.The top of the VA OWTS tank shelf not be bated greater than 2.5 feet or less than oneitaot below final grade. REMOTE PLC CONTROL N .T._S . Electrical Requirements � M _-4_ _,.,, 36'X367(6' P.C, PANEL W/ HP80 1.Control PanelsTr"~ SLAB WITH 6X6 CV W1.4XW1;4WWM COMPRESSOR a.All wiring and equipment are to be installed by Uthe elsoUrioal Contr®atvr In accordance with the National Eleotrlo Code(NEC)and local codas. b.The control panel box must be placed outside on a suitable pedestal nserthe structure that g serves. ;t t.� a''� ' *'• Alternatively,the panel box may be mounted on an outside wall of the stnrcture(prelfarable a utility I room,and not a wring spaos). Q CONTROL PANEL & AIR PUMP ELEVATI❑N c.The control panel shall be placed at a corntbriable height for soon& s■s_■ a .1 C:) - d.The panel shell meet Nations[Electrical Manufacturers Association(NEMA)4k spe fictions. �~ POOL �,.-1 � � e.The Conduit must have appropHete seals m prevent geese and moisture from reaching the control 6 panel or)unction boxes. + C:► ,r y� L" f.Each system shall be equipped wtih a Ifun�oning ti warning system whloh will activole audible and BACKWASH H Q 10- DW POOL _I t t11 visual alarms thatcan be readily seen and heard by the occupants of the building served. 2.Pumps,Blowers,Leval Sensors,and Controls 0.The electrical Junction box serving the pump motor and floats must be watertight and located outside ©• t •� the UA OWTS tank Chamber. PROPOSES STONE b.The Department shall observe the pump system operate through a normal operating cycle. .-- PATIOff0N GRADE _ i I t~ ^ PATIO (IN _�� _ t y , 1t +i? C.Inspection for leakage of the force main fittings will be made during the pump teat procedure. UV PROPOSED ROOF DRYWELL � � ECEC. ROOF DRYWELL I I Il i � � PANEL General Construcdon Nates l 1.LOTAREA:10,600 SF CAR 0241 ACERB 2.SCTM1t 1000.99.1-26 P 3.BOUNDARY AND TOPOGRAPHIC INFORMATION FROM ASURVEY BYAJC LAND SURVEYING,PLLC..Last Dated APPROXIMATE LOCATION AMP BREAKER JULY 1.2021.ELEVATION$REFERENCED TO THE NAVD 88 DATUM 1 0ENOJR RA 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF EXISTING HOUSE W BOX BELOW OF THE TOWN OF SOUTHDL13 AND THE SUFFOLK COUNTY DEPARTMENT'OF HEALTH SERVICES AS REQUIRED GRADE IN E CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF All UTILITIES PRIOR TO THE (I (TO B E DEMOLISHED) sK'r�NazER 5.THE OF WO ,THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE SHAWN M. BARRON M.S. WOW. IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. PROPOSED a BURIAL WORK 8.THE WCCCONTRACTOR SHALL BERESPONSIBLE FOR SECURING ALL NECESSARY FimmrrSBEFORECOMMENCING 3'X3 5 BEDROOM 211STORY GRADE ELEV. 53.95' CONCRETE PAD � � t.ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN AC0011DANM WITH TOWN,couN-Y.STATE FRAME H D US AND FEDERAL LAWS.CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DIEP061NG OFF ALL UNSUITABLE MATERIALS OFF SITE.DEBRIS SHALL NOT BE BURIED ON THE SITE. FOR AIR PUMP 1 S FCR ELEV. = G4.0' >r APPROXIMATE LOCATION 0.5' SANDY LOAM (SM} PLC CaVIROL PANEL All ideas, designs, arrangements and plans indicated AND CONTROLS of EXISTING CESSPOOL TO WAP80 COMPRESSOR AIR PUMP S.ALL PRECAST STRUCTURES SHALL BE APPROVED BY THECOUNTyANDCOMPLYWITHTHEIRREGULATIONS. a or represented by this drawing are owned by and W BE REMOVED. 9.ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH;I=psi 2dDAY STRENGTH CONCRETE. UJcreated, property of Cherico King Architect, PC. and were C.O. IN 10.SANITARY PIPE TO BE SDR-35 PVC ORAS SPECIFIED ON PLANS created, evolved, and developed for use on, and in connection with the specified project. None of such BASEMENT rr 11.DURINGCONWIRUCTION,EROSIONANDSEDIMENTCONTROLMEASURESTOBEunLRmASNECESSARYTO ideas, designs, arrangements, or reproduction of ELECTRIC RISER DIAGRAM ''TIS EMPLOYED INTHEIRT OF NSSTIMENT TO OFF ALLATIONANDSITE AREAS,MAINTENANCEOFSEROSIONCCONTR�OLMEASUIRPESODS AND U. SHHAI•L plans shall be used by or disclosed to any person, ELECTRICAL ) /_�OILE TEST MIXED SAND WITH CONFORM TO THE NEW YORKGUIDEUNESFOREROSIONANDSEDIMENTCONTROL, w firm, or corporation for any purpose whatsoever CONNECTION IN � GRAVEL (SP) N.T.S. rP 12.ALL BACKFLLSHALL BESELECT GRANILXMMATERIAL COMPACTEDTo9Sd6MA)OMUMDENSITYATTHEOPTIMUM IN_ without the express written permission of cherico CONDUIT PORCH 0P W MOISTURECONTENTASDETERMINEDSYSTANDARDPROCTORTEST. Z King Architect, PC. Written dimensions on these GARAGE I GW 13.ALL COVERS ONTRFATMENTUNIiBHALLHAVELOCrONGCiI��ERS W d drawings shall have precedence over scaled VENT LINE ---FL= 55.0 ELEV.=5.09 10/4/19W d dimensions. Contractors shall verify and be V CONCRETE CURB PRowDEt"VENTPIPEFROBiTHEOWTSTOTHESIN{3LEFANILYDVYEliJHGAND00NNECTTOTHEWASTEPIPEYEMING fe- -� responsible for all dimensions and conditions on the SITE 1# 553325.1 NOTE• SYSTEM WITHIN THE HOUSE.PIPE SHALL HAVE A POSITIVE SLOPE FROTH THE OWTS TO THE HOUSE SO ANY LIQUID AIR LINE WILL DRAIN TOWARD THETREATMODUNIT, - 0 job, and this office must be notified of any variation I © _ ,.,w,I 4 THERE ARE N O DOMESTIC WATER WELLSSAN10'elmZ H 41- drawings. 3: from the dimensions and conditions shown by these HYDRC)ACTIt7N UP - � :.�_;�'::: '� d >� 3: RY SYSTEM DESIGN W ) AN500 E , ..:, - :�:., WITHIN 150OF SUBJECT PROPERTY 0 y � Applicant of record has not been retained for 5 BEDROOMS CF) supervision of construction and Special/Progress APPROXIMATE I E � OCTOBER 14, 2020 r t7 LOCATION OF D-BOX 152-': ' -�-� UG ELECTRICAL NOTES �.. inspection. ""-- ��- _ y , NO WATER ENCOUNTERED 0241 "M H YD R O A C TI O N A N 5 O O = 5 O d �■ t- t- EXISTING UTILITY E SERVICE 1.0 FROM «� g P �.L. t-- 073 � K� CMA This plan is approved only for work indicated on the POLE PROPERTY LINE application specification sheet. All other matters I PP P _ �® shown are not to be relied upon, or to be IE-ACHING e•�l� 0 considered either being approved or in accordance PROPOSED m with applicable codes. w WATER SERVICE d X D e e LP LP [ 21 DIa p Leaching Pools CL o ON„ e4� E "�1N::v .._ -- � 1 8"D'ia X B'Deep Expansion Poul °- [2] B'Dia x.8'DeE;p IiGRAVEL� _ ,;. ..,; Water lines must be inspected by the •, ''1 �7 � on VJ Leaching Pools 111i'1 $ I E r Suffolk Caunt� `' •� CONSTANTI N E TRAFFIC W/ EP �5 f w` I Dent. of Health Services. C COVER �°' o CGNIJrt)L PAm heavy duty :\ ""✓,. 0 E Call (631) 652.5754,48 hours in pa I�av mm cast iron covers Lorscrrvc GO �, 275 M I RIAM RD min. 601bs to rade f" ,;, advance, to schedule inspection(s). o-Q3 ECMIM g ,.:E, " MATTITUCK, NY $'Dia x 8't7ee W ,/ - _- CTM# COC}-99-1-28 [ ] p Q ASPHALT E W Expansion Pool W/ 1rRAFFIC QI �. ; DRIVEWAY, r COVER W/ heavy duty Cast iron C7 E I © .1 B PROJECT ADDRESS D. P` h 1J '� Q h` 104 covers min solos. t© grade. THIS D. 4L F �� Constantine's Residence POOL TO BE INSTALLED WITH � F, E /48 ,,�,, CD eCt) ``�`�so � OTHER LPS� 1 / W �. � 6 275 Miriam Road, E: 1 COt1� And the line mush be r` a �^'� 35�.4s, �' Desi n Rrofess;©rtal's Car fication e' Mattituck, NY 11952 capped _ E_ _w _ e • g R qu�red. 7JJ 66 'Sub'rhit P.E. or R.A. C rtifiCatloh For DRAVVINGTITLE S a f(�f'�f1 50.0Qf 7J The Installation and Construction of the Sewage Disposal System SANITARY SYSTEM APPROXIMATE 1�./�jw Abandonment of the existing sanitary syster� must b��e Irl LOCATION OF EXISTING conformance Wth the Department's requirements. Use Farm x'11 -073 DESIGN BILL ❑F MATERIALS DRAWN BY; JF /JP UTILITY POLE W Submit completed_ form VriJlW-080 as proof ITEM PIN nIPTION oTn HA-1$0056 TANK, AN50I 245 NITROGEN REDUCTION 1 / A 180055 TANK, AN500r245 PRETREATMENT 1 APPROXIMATE LOCATION w 1P0ad �� �Ia 1DD11e COUPLING, + BCH 35 PVC �x� 1 SEAL&SIGNATURE PROJECT No. OF EXISTING WATER MAIN. w C`' y C C1 P4001160028 ADHLWVE, CARTRIDGE 8 FG CONNECIING PANEL 24x19 1 R 0� /��p yA� _ h ���� {��t � � CZ 240031 SCREW, 1" #1D SELF TAP PPH �IfJC 2 MA `CH 17# 2022 R�G CK21-016 (PROVIDE NEYY 1-1/4 �V D 750066 FASTENER, 3/8-16 X 3 3/4' AT HHCS /� P I SUFFt3LK '�OUhITY .DEPAR MENT OF HEALTH SERVICES * sT UNDERGROUND NATER ~ �6 02 1)2 200006 D1 200013 NUT, 3R, 3iO IG 3 PERMIT FOR AP RC31/AL F �i01NS �y� CHF,Q���At� DRAWN D3 200034 WASHER, S:83/8`'LOCKWAaHER 1 MAIN SERVICE TO THE l E 100110 ASSEMBLY, RE-CIRCULATION 245 COMP ETE I P TRUt✓TICIN FOR A _y O� c. F AP600-P AP600 ATU W/ PLATFORPI COMPLETE I SINGLE FAMILY ESIDENCE ONLY SCALE: AS NOTED � �'4 N : "1 ECKED BY HOUSE) G EC50-30-LIDO-PLC EC50-30-L-i00-PLC 1 "2 H 100023 PIPE, 4' P11C SCH35 CT) 16' LONG 01 �y K I 100023 PIPE, 4' PVC SCH35 (l) Z8" LONG y� J 180111 TEE, STRAIGHT 4" SCH35 1 k >� DAT : K 100023 PIPE, 4' PVC SCH35 (1) 10' LING f J r SHEET No. AN300 545 NITROGEN RE]IUCTON SYSTEM vwM W'A°"" DATE 5/20/2022 REF. No. R-22-0358 04 07.2021 nrrwvo sn smuruac aRin � PART e• r� L J lipd_a to iod 06/43/L4 007 HA-180036 '1 APPROVED .4 C2_ ,.,g -A - DOB A IPROVAL DATE DRAWING NUMB FOR MAXIMUM bF 5 QT BEDROOMS HNJL7jnL..#RO A TION P-100.00 EXPIRES THREE YEARS FROM DATE OF APPROVAL I ' SITE P1,AN E AN500 IDETAIL Sheet 10 of 21 SCALE: 1" = 20' SCALE:. NTS Cherico King Architect, P.C. Architectural Design & Planning DEPARTMENT OF BUILDING NOTES: n MINIMUM 2 -0" M I N I M U M 2 -0)) 0" 36-06 37th Street, 2nd Floor ALL WORK SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THE 2020 7) HOT AND COLD WATER PIPING: ABOVE ROOF ABOVE ROOF Long Island City, New York, 11101 RESIDENTIAL CODE OF NEW YORK Ste. ALL AMENDMENTS AND RULES AND Tel: (718) 392-0078 REGULATIONS OF THE DEPARTMENT OF BUILDINGS TO-DATE. INSPECTIONS AND a.PIPE: COPPER TUBING, TYPE L E-mail: cherico@ckingarch.com SIGN-OFF OF COMPLETE WORK SHALL BE MADE AS PER LOCAL JURISDICTION OF THE b.FITTINGS: WROUGHT OR BRONZE GENERAL ADMINISTRATION PROVISIONS. c.JOINTS: 95-5 (TIN AND ANTIMONY) SOLDER REV.NO REV.DATE DESCRIPTION THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION d.GATE VALVE: ALL BRONZE, SIMILAR TO STOCKHAM B-109 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW SPECIACA11ON SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER 13EING APPROVED OR IN ACCORDANCE WITH e.SWING CHECK VALVE: BUNA-N OR TEFLON DISC, SOLDER 2 07,10.2021 ISSUED FOR ZONING REVIEW APPLICABLE CODES. ENDS, SIMILAR TO STOCKHAM B-301 B 3 08.08.2022 ISSUED FOR DOB REVIEW ALL PIPING, VALVES AND FITTING SHALL BE SUPPLIED AND INSTALLED PER THE 2020 f. BALL VALVE: TWO PIECE, BRASS, TEFLON SEAT, C.P. BALL, 4"STACK 4"STACK PLUMBING CODE OF NEW YORK STATE. SOLDER ENDS, 400 PSI, SIMILAR TO STOCKHAM S-215-S. 8c VENT & VENT 9 INSULATED WITH OFIBERGLASS LD WATER PAND GCOVERED WITH ALL AND FITTINGS LL BE ATTIC SCOPE OF WORK: SERVICE JACKET. PROVIDE VAPOR BARRIER FOR COLD WATER ROOF THIS PROJECT IS FOR NEIN PLUMBING WORK AT 275 MIRIAM ROAD, MATTITUCK PIPING. INSULATION TO BE MANVILLE MICRO-LOK 25/50. IN SOFFOLK COUNTY. THE SCOPE OF WORK INCLUDES THE FOLLOWING: GUTTER 8c 1. PLUMBING TO NEW BATHROOM IN BASEMENT, 1st AND 2nd FLOOR, 1st INSULATION THICKNESS FOR HOT WATER PIPING TO BE NOT FLOOR KITCHEN, OUTDOOR SWIMMING POOL LESS THAN 1" OF INSULATION. INSULATION THICKNESS FOR LEADER 2" I 2" -�- -- 2. ALL APPLIANCES AND HEATING COLD WATER PIPING TO BE 1/2" THICK.EQUIPMENT TO BE ELECTRIC, INCLUDING - - - --I - _ - - -I I T - - -T - - STOVE & HEAT PUMPS. 8) SANITARY, STORM DRAIN AND VENT PIPING „ - „ I „ I „ 1 I I I �� a.PIPE: HUBLESS CAST IRON SOIL PIPE CONORMING TO CISPI 2 i 2 1 2 1 LAV 2 1 I 2 i LAV IWC I IWC I I i 2 1 2 LAV 'LAV IWC LAV 1 2 12 I 12 j 2” 2" STANDARD 301-72, WITH STAINLESS STEEL COUPLINGS. I I I I I I I I b.SERVICE WEIGHT HUB AND GASKET CAST IRON SOIL PIPE GENERAL NOTES: FOR UNDERGROUND PIPE. I I TUB � I TUB I 1.ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE 9) HANGERS AND SUPPORTS: SHOWER I I 2020 NEW YORK STATE BUILDING CODE. 2 2 1 2 2 1 2 SHOWER 2nd FLOOR 2.CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE THE EXACT a.HORIZON CAST IRON SOIL PIPE, CLEVIS TYPE HANGERS WITH C.0."'-0ON CENTERS. PIPING I I I FIELD DIMENSIONS AND EXACT LOCATIONS OF EQUIPMENT, PIPING, STEEL RODS AND SPACED 5 ETC. AS SHOWN ON THE PLANS. 1-1/4" AND SMALLER SHALL BE SUPPORTED EVERY 8'-0" C.0. 3 3 4» 1 4» 3 I 4>> 3�� C.0. MAXIMUM. THERE SHALL BE NO METAL-TO-METAL CONTACT 3.CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED AND PAY AT SUPPORTS. PROVIDE SHEET METAL STRIPS UNDER FOR SAME PRIOR TO THE START OF THE WORK. INSULATED PIPING. PROVIDE EXPANSION SHIELDS SIMILAR TO 4.WHERE REQUIRED, PENETRATIONS SHALL BE FIRE-STOPPED TO HILTI FOR FASTENING HANGER RODS. (-- - - T - ` 1 — I` -I- -- MAINTAIN THE FIRE RATING OF THE ASSEMBLY, IN ACCORDANCE b.WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT 2" 1 2"I 1 12 12" I 12 12' 12" WITH ASTM E 814-97. I I I I I FASTENING OF HANGER RODS IN REQUIRED LOCATION, I 1 5.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES PROVIDE ADDITIONAL STEEL FRAMING AS REQUIRED AND I SINK I SINK I IWC I LAV 1 f WC I LAV I WITH THE STIPULATIONS OF LOCAL AUTHORITIES, BUILDING PPROVED. PIPING SHALL NOT BE HUNG FROM OTHER PIPING Irl I --�- MANAGEMENT OR FACILITY iMANAGEMENT. OR FROM PLASTER CEILINGS. I ( I TUB 6.THE CONTRACTOR SHALL VERIFY CONDITIONS AT THE SITE, VERIFY c.PAINT HANGERS AND SUPPORTS INCLUDING RODS, INSERTS, 1st FLOOR 2" 2" I 2" 1 2" 1st FLOOR ALL DIMENSIONS, AND NOTIFY THE ENGINEER OF UNUSUAL ETC., WITH ZINC CHROMATE PRIMER, OR PROVIDE CONDITIONS IN WRITING PRIOR TO THE START OF WORK. GALVANIZED MATERIALS. GRADE 7.CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSPORTING ALLd.PROVIDE APPROVED FLOOR STANDS WALL BRACKETS C.0. I I I C.O. EQUIPMENT TO THE JOB SITE, INCLUDING RIGGING, FIELD MASONRY PIERS, ETC. FOR ALL LINES RUNNING NEAR THE _ 4 j 4 4" 3 C 0 All ideas, designs, arrangements and plans indicated MEASUREMENTS FOR RIGGING, REMOVAL, ETC. FLOORS AND WHICH CAN BE PROPERLY SUPPORTED BY THE —I` - or represented by this drawing are owned by and FLOORS OR WALLS. r - - �I ( I the property of Cherico King Architect, PC. and were 8.THE DRAWING SCALE, WHEEZE SHOWN ON DRAWINGS IS FOR 2>> I 2»I 2>> ( I created, evolved, and developed for use on, and in INFORMATION ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS 10) PLUMBING FIXTURES: POOL ( I I connection with the specified project. None of such AND CURRENT CONDITIONS IN FIELD PRIOR TO START OF WORK. a.PLUMBING FIXTURES SHALL BE AS SPECIFIED ON THE I I I I 4 ideas, designs, arrangements, or reproduction of LAV IWC plans shall be used b or disclosed to an person, • IF ANY DISCREPANCIES BASED ON CONTRACT ARE FOUND IN THE ARCHITECTURAL DRAWINGS OR KITCHEN CONSULTANT I � I p y y p FIELD, CONTRACTOR SHALL NOTIFY THE AUTHORITY AND AWAIT DRAWINGS. I I HOUSE FAI firm, or corporation for any purpose whatsoever INSTRUCTIONS FROM THE SAME. w without the express written permission of Cherico King Architect, PC. Written dimensions on these 9.THESE PLANS ARE APPROVED ONLY FOR THE WORK INDICATED ON b.PROVIDE ALL FIXTURES COMPLETE WITH ALL SUPPLY BASEMENT SHOWER 2 I TRAP I GRADE drawings shall have precedence over scaled FITTINGS, TRAPS, VALVES, CARRIERS AND APPURTENANCES DRYWELL ROOF I dimensions. Contractors shall verify and be THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS NECESSARY FOR OPERATION. SEE ARCHITECTURAL PLANS FOR1 I responsible for all dimensions and conditions on the SHOWN ARE NOT TO BE R17-LIED UPON OR TO BE CONSIDERED AS SPECS NOT CONTAINED HEREIN. DRYWELLS C.0. » i 4 C.0, I job, and this office must be notified of any variation 4 EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE c.IF NOT SPECIFIED WITH FIXTURE, PROVIDE CHROME PLATED C.0• 4 4 from the dimensions and conditions shown by these CODE. TO LEECHING drawings. 10. TO THE BEST OF THE APPLICANT'S KNOWLEDGE, BELIEF AND SUPPLIES THROUGH WALL. WHEEL HANDLE STOPS AND 4" POOLS & FLEXIBLE SUPPLY RISERS, TAIL PIECES, CAST BRASS Applicant of record has not been retained for PROFESSIONAL JUDGEMENT, THESE PLANS ARE IN COMPLIANCE P-TRAPS, WASTE TO WALL ESCUTCHEONS AS REQUIRED. EXPANSION WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW POOL supervision of construction and Special/Progress d.ALL FIXTURES TO BE IN COMPLIANCE WITH LOCAL MUNICIPAL inspection. YORK STATE. AND STATE HANDICAP REQUIREMENTS IN GENERAL ANSI A 117.1 IS TO BE FOLLOWED. PROVIDE INSTALLATION ON ALL This plan is approved only for work indicated on the TRAPS AND HOT WATER SUPPLIES WHERE REQUIRED. application specification sheet. All other matters PERMITS AND CERTIFICATES: e.MOUNT ALL LAV, WATER CLOSETS IN ACCORDANCE WITH SC HEMATIC SRISER DIAGRAM shown are not to be retied upon, or to be A.CONTRACTOR SHALL GIVE THE NECESSARY NOTICES, FILE DRAWINGS GOVERNING LAWS. considered either being approved or in accordance with applicable codes. AND SPECIFICATIONS WITH THE STATE OF NEW YORK, LOCAL BUILDING f. PLUMBING FIXTURE COLOR TO BE SELECTED BY OWNER. P-200 SCALE: 1/4" = 1�-0" DEPARTMENT AND ALL OTHER AUTHORITIES HAVING JURISDICTION AND 1 1) SLEEVES: OBTAIN ALL PERMITS AND F'AY ALL CHARGES FOR ANY WORK UNDER THIS SECTION WHICH REQUIRES A PERMIT. a.PROVIDE SLEEVES WHERE FLOORS OR ROOFS ARE B.PROCUREMENT OF THE NECESSARY CERTIFICATES AND PERMITS FOR PENETRATED. NOTE: ALL WORK INSTALLED SHALL BE DELIVERED TO THE OWNER BEFORE b.FLASH SLEEVES THROUGH ROOF TO ROOF DEC MEMBRANE. SEE SHEET P-100 FOR SANITARY DESIGN, LOCATIONS AND SPECIFICATIONS THIS WORK IS FINALLY ACCEPTED. WATERPROOF PIPE PENETRATION THROUGH SLEEVE. C.THE CONTRACTOR SHALL ARRANGE FOR ALL NECESSARY 12) INDIRECT WASTE PIPING: INSPECTIONS, PAY ALL FEES FOR THOSE INSPECTIONS AND TURN OVER a.PROVIDE ALL INDIRECT WASTE PIPING. PIPING TO BE COPPER COPIES OF ALL INSPECTION REPORTS AND CERTIFICATES TO BUILDING TUBING AND SHALL BE ARRANGED TO CAUSE MINIMUM MANAGEMENT. CONGESTION BELOW EQUIPMENT AND IN THE SPACE AS POSSIBLE. TERMINATE THIS PIPING 1" ABOVE FUNNEL PROJECTADDRESS PLUMBING SPECIFICATIONS DRAIN/FLOOR SINK AND CUT END AT 45' ANGLE. Constantine's Residence 1) THE CONTRACTOR SHALL FURNISH AND INSTALL PLUMBING SYSTEM COMPLETE WITH ALL EQUIPMENT, PIPING, VALVES, INSULATION, 275 Miriam Road, CONTROLS, ACCESSORIES AND ASSOCIATED WORK IN ACCORDANCE WITH THE LATEST 2020 PLUMBING CODE OF NEW YORK STATE. ALL Mattituck, NY 11952 AUTHORITIES HAVING JURI�)DICTION, AND THIS SPECIFICATIONS. DRAWING TITLE 2)THE WORK SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, HOISTING AND RIGGING, SCAFFOLDING, AND SERVICES TO COMPLETE PLUMBING NOTES & THE SYSTEM AND PROVIDE THE OWNER WITH A FULLY OPERATIONAL SYSTEM. SANITARY RISER 3)THE MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A DIAGRAM PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THIS WORK. SEAL&SIGNATURE , PROJECT No. 4)CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AND APPROVALS REGI CK21-016 AND TRANSMIT SAME TO THE OWNER. CONTRACTOR SHALL BE * STF - RESPONSIBLE FOR ALL FEES AND UTILITY CONNECTION CHARGES. Y GHEiQ� ��a DR W1BY 5)THE NEW DRAINAGE, VENT AND WATER PIPING SHALL CONFORM TO THE C.K. NEW YORK STATE BUILDING CODE REQUIREMENTS. ip � � Z NECKED BY �oR6 LD�Y' C.K. k DTE: r 4.07.2021 DOB APPROVAL&DATE DRAWING NUMBER P-200.00 Sheet 11 of 21 Cherico King Architect, P.C. Architectural Design & Planning Section Section Generates! by REScheck-Web Software Plans Verified Meld Verified Plans Verified Field Verified 36-06 37th Street 2nd Floor # Foundation Inspection value Value Complies. Comments/Assumptions # Framing f Rough-In Inspection Complies? Comments/Assumptions Compliance & Re .ID & Re .ID Value Value Certificate 402.1.1 ;Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies 403.3.7 l Ducts declared to be within the ;❑Com lies Lori Island Cit New York 11101 [F04]1 !insulation R-value.Where interior 1 I I❑Does Not table for values. [FR28]3 conditioned space are either 1 P !Requirement will be met. g y, , R- R- P ) ❑Does Not I Tel: (718) 392-0078 Insulation is used, verification completely within the continuous Location on plans/spec:ec:A- ` ;may need to occur during ❑Nat Observable ;air barrier and within the building ❑Not Observable X020 P P E-mail: cherico@ckingarch.com !insulation Inspection. Not ❑Not Applicable ; !thermal envelope,2)buried ❑Not Applicable !required in warm-humid locations! ; ;within ceiling insulation in I Project 275 Miriam Rd lin Climate Zone B. ; ; ; ;accordance with Section ! ! REV.NO REV.DATE DESCRIPTION 303.2 ;Conditioned basement wall I ;❑Complies Requirement will be met. R403.3.6 and the air handler is [F0511 !insulation installed per ❑Does Not ;located completely within the I 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW Energy Code: 2020 NIYStretch - 2018 IECC ;continuous air barrier and within manufacturer's instructions. Location on plans/spec: !the building thermal envelope I 2 07.10.2021 ISSUED FOR ZONING REVIEW Location: Mattituck, New York 0' ❑Not Observable I EN-004 Construction Type: Single-family ❑Not Applicable ;and the duct leakage is <= 1.5 Project Type: New Construction 402.2,9 !conditioned basement wallft ft I❑Complies I See the Envelope Assemblies cfm/100 square feet of 3 08.08.2022 ISSUED FOR DOB REVIEW [F06]1 !insulation depth of burial or I I ;table for values. conditioned floor area served by Conditioned Floor Area: 4,848 112 P I❑Does Not I the duct system, or 3)the ceiling Glazing Area 7% distance from top of wall. '❑Not Observable ; insulation R-value installed ! ❑Not Applicable I !against and above the insulated Climate Zone: 4 (5331 HDD) !duct>= to the proposed ceiling Permit Date: 303.2.1 ;A protective covering is installed ❑Complies 'Requirement will be met. ;insulation R-value, less the R- j Permit Number: [F011]2 to protect exposed exterior ;❑Does Not value of the insulation on the insulation and extends a I Location on plans/spec: ❑Not Observable 403,.4 ;HVAC piping conveying fluids I R- ' R- 1❑Com lies lRe uirement will be met. ,minimum of 6 in. below grade. ,EN-004 P P g Y 9 p• q Construction Site: Owner/Agent: Designer/Contractor: 1 j❑Not Applicable I [FRI'712 ,above 105 4F orchilled fluids I Elboes Not 275 Miriam Road Nick Constantine Cherico King 403;9 Snow-and ice-melting system p' ;Exception: Requirement is �J ;below 55 4F are insulated to z R- ! I p P ❑Com lies Location on plans/spec:ec:A- Mattituck, NY 11952 166-38 14th Ave Cherico Kin Architect PC [FO12j2 controls installed. ' -J 3. I I❑Not Observable 1020 9 ! Does Not !not applicable. ! I I❑Not Applicable I, Beechhurst, NY 11357 36-06 37th Street, 2nd floor , ❑Not Observable l 403.4.1 l Protection of insulation on HVAC ❑C'om lies (917) 4408999 LIC, NY 11101 p' ,Requirement will be met. nick@zornick.com 17183920078 ❑Not Applicable [FR24]1 piping, ❑Does Not ! cherico@ckingarch.com Additional Comments/Assumptions: 49) I❑Not observable Xplansfsp ec:A- 020 Location on ❑Not Applicable ! 403.5.3 ;Hotwater pipes are insulated to 1 R- I R- j❑Complies IRequirement will be met. 1. 18]zF-IDoes Not Compliance: 14.5%Better Than Ccide 1 Maximum UAB 386 Your UA: 330Maximum SHGC, 0,40YourSHGC: 0.18 i aR-3 I ![!Not Observable Location on plansjspeC:A- 020 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. l ! i❑Not Applicable I It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 403.5 ;Energy conservation measures R- 1 R- ❑Complies IRequirement will be met. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade [FR2912 for SWH systems follow j j❑Does Not assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. ;guidelines in section R403.5.1-5; iLocation on plansfspec:A- ❑Not observable 1020 ❑Not Applicable I 403,6 ;Automatic or gravity dampers are ❑Complies ;Requirement will be met. Envelope Assembli+2 [FR19]2 ;installed on all outdoor air ❑Does Not I intakes and exhausts. j❑Nof O I bservabl e . . ❑Not Applicable I j - (A6 Additional Comments/Assumptions: Ceiling: Flat Ceiling or Scissor Truss 1,616 49.0 0.0 0.026 0.026 42 42 Wall: Wood Frame, 16"o.c. 4,392 21.0 21.0 0.025 0.045 103 185 Window 2:Wood Frame 291 0,270 0.270 78 78 SHGC: 0.18 Basement Wall: Solid Concrete cr Masonry Wall height: 4.0' 1,616 0.0 10.0 0.066 0.050 107 81 Depth below grade: 4.0' Insulation depth: 4.0' Compliance Statement The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the 2020 NYStretch- 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. All ideas, designs, arrangements and plans indicated Name-Title Signature Date or represented by this drawing are owned by and the property of Cherico King Architect, PC. and were created, evolved, and developed for use on, and in connection with the specified project. None of such ideas, designs, arrangements, or reproduction of 1 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact(Tier 3). 1 High Impact(Tier 1) 2 Medium Impact {Tier 2} 3 Low Impact{Tier 3) plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever Project Title: 275 Miriam Rd Report date: 05/26/22 Project Title; 275 Miriam Rd Report date; 05/08/22 Project Title: 275 Miriam Rd Report date; 05/08/22 without the express written permission of Cherico Data filename: Page 1 of10 Data filename: Page 3 of10 Data filename: Page 5 of10 King Architect, PC. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and this office must be notified of any variation from the dimensions and conditions shown by these drawings. ■ REScheck SoftwareSoftwareVersion . REScheck-Web Section Section Plans Verified Field Verified Plans Verified Field Verified # Framing f Rough-In Inspection Value Value Complies. Comments/Assumptions # Insulation Inspection Value Value Complies? Comments/Assumptions Applicant of record has not been retained for ■ & Re .ID & Re .ID Inspection C h e e kl a s 402.1.1, 'l Glazing U-factor(area-weighted U- ; U- ❑Complies See the Envelope Assemblies 303,.'1 ;All installed insulation is labeled +❑Com lies supervision of construction and Special/Progress (table for values. p IRequirement will be met. inspection. 402.3.1, !average), ! ! ❑Does Not ! [IN13]2 ,or the installed R-values ❑Does Not p Energy Code: 2020 NYStretch - 2018 IECC 02.5.3, ! !❑Not Observable IJ ;provided. ❑Not Observable I Requirements: 98.0% were addressed directly in the REScheck software [FRz]1 ! ` I❑Not Applicable ; ❑Not Applicable This plan is approved only for work indicated on the Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each ! I 402.1.1, 1 Wall insulation R-value, If this is a R- R- ❑complies See the Envelope Assemblies q q p R 402.2,5, ;mass wall with at least 1/z of the 1 M Wood 1[] Wood !❑Does Not Stable for values. application specification sheet. All other matters re uirement, the user certifies that a code re uirement will be met and how that is documented, or that an exception 303.1.3 ,U-factors of fenestration products ❑Com lies a uirement will be met. shown are not to be relied upon, or to be 1 P P q 402.2,6 ,wall insulation on the wall � F I is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. [FR4] !are determined in accordance —1Does Not [IN3]1 (exterior,the exterior insulation I Mass Mass !❑Not observable , considered either being approved or in accordance with the NFRC test procedure or 1 !Location on plans/spec:A- [] Steel I[J Steel ❑Not Applicable I with applicable codes. ❑Not Observable , � !requirement applies (FR10), i pp , pp Section taken from the default table. 005 WINDOW SCHEDULE i I I # Pre-Inspection/Plan Review Plans Verified Field Verified Com lies? Comments/Assumptions tions ❑Not Applicable !AND SPECIFICATIONS, & Req.ID p Value Value p p 402.4.1.1 !Air barrier and thermal barrier ❑Com lies Requirement will be met. P ! q 303.2 Wall insulation is installed per ❑Com lies 'Re Requirement will be met. 103.1, ,Construction drawings and ❑Complies ;Requirement will be met. [FR23]1 !installed per manufacturer's E]Does Not ; [IN4]1 !manufacturer's instructions. f P ! q 103.2 (documentation demonstrate I ❑Does Not ! !instructions.An approved third- !Location on plans/spec: !❑Does Not , $ V ❑Not Observable , !Location on plans/spec: [PR1]1 energy code compliance for the I !Location on plans/spec: !party will inspect all components ,OWNER TO RETAIN BIRD 1 ,❑Not Observable , ❑Not Observable , land verify compliance.See ❑Not Applicable !PARTY INSPECTION AGENCY. ❑NotA Applicable ISN-004 `p !building envelope. Thermal i ,EN-004 Y P I pp' ❑ lenvelope represented on : ; Not Applicable ! !section details and guidance Additional Comments/Assumptions: !construction documents. I l ;from Table R402.4.1.1. 103.1, (Construction drawings and ;❑Complies !Requirement will be met. 402.4.3 ;Fenestration that is not site built ;,❑Complies ;Requirement will be met. 103.2, !documentation demonstrate v ❑Does Not ! [FR20]1 lis listed and labeled as meeCing ! !❑does Not 1 403.7 !energy code compliance for i o !Location on plans/spec:A- ;AAMA/WD MA/CSA 101/I.5.2/A440 4I [PR3]1 lightin and mechanical ;❑Not Observable :020J per NFRC ❑Not Observable g systems. ,or has infiltration rates !Systems serving multiple �❑Not Applicable 1400 that do not exceed code ❑Not Applicable !dwelling units must demonstrate ! ;limits. I 'compliance with the IECC , 402.4.5 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. Commercial Provision [FR16]2 'sealed at housing/interior finish ❑Does Not 302.1, ;Heatingand cooling equipment is! Heating: ! ;and labeled to indicate s2.0 cfm PROJECT ADDRESS gg. Heating: ,❑Complies ,Requirement will be met. 403.7 !sized per ACCA Manual 5 based : Btu/hr ! ❑Not Observable I p Btu/hr !❑Does Not ! ',leakage at 75 Pa. ! �❑Not Applicable � [PR2]2 ;on loads calculated per ACCA ; cooling: : Cooling: : :Location on plans/spec:A- pp ! Constantine's Residence ,M , ,❑Not Observable '020 403.3,1 !Supply and return ducts in attics I ❑Com lies lExce tion: Ducts located !,Manual J or other methods ! Btu/hr ; Btu/hr :❑Not A licable ! 1 �' PP Y ❑Does Not !completely inside the 275 Miriam Road approved by the code official ° Pp [FR12] Insulated >= R-8 where duct is !>= 3 inches in diameter and >= !building envelope. ° J 'R-6 where <3 inches.Supply and ❑Not Observable , Additional Comments/Assumptions: oP PP y return ducts in other portions of ❑Not Applicable ; Mattituck NY 11952 !the building insulated >= R-6 for I (diameter>= 3 inches and R-4.2 I Ifor< 3 inches in diameter. I DRAWING TITLE 403.3.2 Ducts,air handlers and filter ❑Complies Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not ENERGY ANALYSIS 'joints/seams compliant with I Location on plans/spec:A- 01 �International Mechanical Code or i❑Not Observable 1020 !International Residential Code,as !❑Not Applicable I (applicable. I ` �� 403.3 Duct system in new buildings and k. Complies Requirement will be met. ❑ [F132]1 additions are located In a '❑Does Not ! !conditioned space in accordance ❑Not Observable !Location on plans/spec:A- SEAL&SIGNATURE PROJECT No. lwith Sections R403.3.7 (1-2), 020 :J�'��'" CK21-016 l' ❑Not Applicable ! 403.3.8 (Ducts are sized in accordance ❑Complies Requirement will be met. [F13311 !with ACCA Manual D and sections : ❑Does Not * REGfsT� DRAWN BY ) !R403.7-8. i Location on plans/spec:A- CHF K ❑Not Observable 1020 , ❑Not Applicable IC. 403.3.5 ;Building cavities are not used as 'I❑Complies !Requirement will be met. C CKED BY [FR15]3 'ducts or plenums. - '.N �;r ��,« C.K. Q P I ❑Does Not !Location on plans/sper.A- � 8 � I ❑Not Observable 020 ❑Not Applicable DA E: 0 .07.2021 DOB APPROVAL&DAf L DRAWING NUMBN,-/ EN-1 .00 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) 1 High Impact(Tier 1) 2 Medium Impact{Tier 2} 3 Low Impact(Tier 3} 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Sheet 12 of 21 Project Title: 275 Miriam Rd Report date: 05/08/22 Project Title; 275 Miriam Rd Report date; 05/08/22 Project Title: 275 Miriam Rd Report date: 05/08/22 Data filename: Page 2 of10 Data filename: Page 4 of10 Data filename: Page 6 of10 Cherico King Architect, P.C. SectionSection Architectural Design & Planning Plans Verified Field Verified Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions # Final Inspection Provisions Complies? Comments'/Assumptions & Re .ID Value Value & Re .ID Value Valuer. ®� ' `� 36-06 37th Street 2nd Floor 402.1.1, ;Ceiling insulation R-value. ; R- i R- ;❑Complies ;see the Envelope Assemblies 403.5.4 ;Drain water heat recovery units -]Complies !Exception: Requirement is Long Island City NYork 11101 402.2.1, 1 !❑ Wood ❑ Wood !❑Does Not ;table for values. [F131'11 'have >= 40 percent efficiency if ❑Does Not san !not applicable. New , 402.2.2, Steel Steel ! installed for equal flow or>=52 Tel: (718) 392-0078 ❑ 1 ,❑Not Observable , ❑Not Observable , 402.2.6 !percent efficiency if installed for [FI1]1 J !❑Not Applicable unequal flow.Vertical drain water . ;❑Not Applicable E-mail: cherico@ckingarch.com ! 1 heat recovery units comply with ! ffi Certificate ;CSA B55.2 and tested and 303.1.1.1, ;Ceiling insulation installed per ❑Complies :Requirement will be met. labeled In accordance with CSA REV.NO REV,DATE DESCRIPTION 303.2 !manufacturer's instructions, ❑Does Not j B55.1. Potable water-side [F1211 !Boo marked every ❑Not Observable I Location on plans/spec: ;pressure loss of drain water heat J 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW 300 ft2. EN-004W,m I R 010 F 0�11 MR,I recovery units are < 3 psi for I ❑Not Applicable ; ! -' � ;individual units connected to one ! ,,, 2 07.10.2021 ISSUED FOR ZONING REVIEW 402.2.3 ;Vented attics with air permeable ❑Complies IRequirement will be met. ;ortwo showers.Potable water- J Above-Grade Wall 42.0 [17122]2 'insulation include baffle adjacent ❑Does Not side pressure loss of drain water I 0 3 08.08.2022 ISSUED FOR DOB REVIEW to soffit and eave vents that !Location on Not Observable plans/spec: ;heat recovery units are < 2 psi Below-Grade Wall 10.00 extends over insulation. ❑ !EN-004 ;for individual units connected to ; , ❑Not Applicable I (three or more showers. ! Floor 0.00 402.2.4 {Attic access hatch and door R- R- ❑Complies I Requirement will be met. 403.5.5(1 Heated water supply piping is in ❑Com lies [1713]1 !insulation zR-value of the !❑Does Not PP Y P P g P !Requirement will be met. Ceiling / Roof 49.00 4), acccordance with one of the 117Does Not :adjacent assembly. ❑Not Observable ;Location on plans/spec: IF133]2 :following: 1)Maximum allowable Location on plans/spec:A- EINot Ductwork (unconditioned spaces): SEN-004 ;pipe length method,2) Maximum ❑NotAbslicabble '020 ! ❑Not Applicable ,allowable pipe volume mehtod, PP 402.4.1.2 {Blower door test @ 50 Pa. <=5 1 ACH 50 = I ACH 50 = I❑Complies !Location on plans/spec:A- :3) Drain water heat recovery [1711711 ath in Climate Zones 1-2, and ❑Does 020 ;units,,or 4) Recirculation <=3 ach in Climate .ones 3-$. Systems. ! Window v0.27 0,18 " li Not ! 'S stems. I !❑Not Observable I Y ❑Not Applicable ; 403.10:1 ;Readily accessible Switch on ❑Complies Exception: Requirement is Door [F112]3 heaters for swimming pools or '❑Does'Not 'not applicable. [F1127] 403.3.3 determine pressure lea o ft cfm/100 ! ft cfm/100 :❑❑Complies handlers Alll aced within air permanent In- rounds as. ;❑Not Observable 4� ducts I 1 ! g 2 2 I Does Not ,Switch operation does not ;either: Rough-in test: Total ;conditioned space. khan a heater thermostat ❑Not Applicable Heating System: J ,❑Not Observable , 9 g Y leakage measured with a 'setting. Heater circuit breaker is !pressure differential of 0.1 inch ; I❑Not Applicable ;Location on plans/spec:A- Coolie System: Cooling Y Iw. across the system including ! l I 1020 ;installed independent of switch. Water Heater: g• Y g , � (Gas-fired heaters equipped with , ,the manufacturer's air handler ! ; !ignition pilots that are not !enclosure if installed at time of I I ;continuously burning pilots. ` !test. Postconstruction test: Total ] 403.10,2 ;Timer switches or other l❑Com lies 'Exception: Requirement is ,leakage measured with a , , P � p q Name: Date: (pressure differential of 0.1 inch 1 J [17119 3 automatic preset schedule j❑Does Not (not applicable. lw.g,across the entire system ! I !control method are installed on ! Comments {including the manufacturer's air { land permanent serving pools j❑Not Observable 1handler enclosure. I ❑Not Applicable 403,3.4 J Duct tightness test result of<=4 I cfm/100 I'I cfm/100 ❑Complies ;Requirement will be met. 403:103 ;Outdoor heated pools and ❑Complies Exception: Requirement is (F1411 (cfm/100 ft2 across the system or I ft2 I ft2 I❑Does Not ! [F 12013 !outdoor permanent spas have a !❑Does Not !not applicable. !<=3 cfm/100 ft2 without air ! !Location on plans/spec:ec:A- ;vapor retardant cover. ' ❑Not Observable ' p p ❑Not Applicable ' ;handler@ 25 Pa. For rough-in { ! 1020 !tests,verification may need to 1 i !❑Not Applicable I PP !occur during Framing l Inspection, ! ! 404.1 ;90%or more of permanent ' i❑Complies IRequirement will be met. 403.3,2.1 ;Air handler leakage designated ❑Complies {Requirement will be met. [1716]1 (fixtures have lamps with an f ❑Does Not j [FI24] Ib manufacturer at r:=2/o of ❑Does Not !efficacy>=.65 lumans/watt or ( i Location on plans/spec:A- 1 Y ! have a total luminaire efficacy !❑Not Observable '001 !design air flow. Location on plans/spec:A- ❑Not Applicable ❑Not Observable 020 !>= 45 lumens/watt. PP ❑Not Applicable 404.2 !Detached one and two-family ❑Complies !Exception: Requirement is 403:1,1 'Programmable thermostats -]Complies ;Requirement will be met, [17135]1 Idwel►ings and townhouses where ❑Does Not !not applicable, [F1912 :installed for control of primary ❑Does Not ! !the conditioned space is 1,400 ! ❑ sf comply with the requirements Not Observable , heating and cooling systems and Location on plans/spec:A- P Y re q ❑Not Observable ! !of Appendix RA. ❑Not.Applicable initially set by manufacturer to ,020 pp codes specifications. ❑Not Applicable g p ,Requirement will be met. P pp ! 404.3 ;One or two-familydwellings ❑Com lies 403.1.2 Heat pump thermostat installed ?❑Complies !Requirement will be met. [F136]1 !townhouses with parking area i ❑Does Not [F110]2' Ion heat pumps. ❑Does Not ! ;provided on the building site shall (Location on plans/spec: !Location on plans/spec:A- ;have a 208/240V 40-amp outlet []Not Observable 'OWNER TO PROVIDE ❑Not Observable 1020 !for each dwelling unit or panel ❑Not Applicable °❑Not Applicable !capacity and conduit for the ;future installation of such an All ideas, designs, arrangements and plans indicated 403.5.E Circulating service hat water ❑Complies Requirement will be met. ! or represented by this drawing are owned by and [F111]2 systems have autom ❑ atic or Does Not !outlet, See section details, ;accessible manual controls. !Location on plans/spec:A- the property of Cherico King Architect, PC. and were ❑Nat Observable l020 created, evolved, and developed for use on, and in ❑Not Applicable connection with the specified project. None of such ideas, designs, arrangements, or reproduction of 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3} 1 High Impact (Tier 1} 2 . Medium Impact(Tier 2} 3 Low Impact(Tier 3} plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever Project Title: 275 Miriam Rd Report date: 05/08/22 project Title: 275 Miriam Rd Report date; 05/08/22 without the express written permission of Cherico Data filename: Page 7 of10 Data filename: Page 9 of10 King Architect, PC. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Section Section Plans Verified field Verified Plans Verified Meld Verified & Re Ip Final Inspection Provisions Value Value Complies? Comments/Assumptions & Reg,Ip Final Inspection Provisions Value Value Complies? Comments/Assumptions Applicant of record has not been retained for 403:6. ,All mechanical ventilation system ❑Complies ,Exception: Requirement is 404:1.1 !Fuel gas lighting systems have p' p q supervision of construction and Special/Progress F ❑Com Tres ;Exception: Requirement is P P g [F125]2 ,fans not part of tested and listed ❑Does Not 1not applicable, [F123]s no continuous pilot light. ❑Does Not !not applicable. inspection. HVAC equipment meet efficacy ! Land airflow limits per Table ❑Not Observable ' !R403.6,1. ❑Not Applicable ❑Not Applicab ee 403.6.2 1 Every dwelling unit is served by a • ❑Complies ;Exception: Requirement is 4013 `Compliance certificate posted. ❑Complies I Requirement will be met. This plan is approved only for work indicated on the [F134]2 :heat recovery ventilator(HRV) or ❑Does Not !not applicable. [F17]2 ❑Does Not ! application specification sheet. All other matters shown are not to be relied upon, or to be ;energy recovery vent;ilator.(ERV) 1 ❑Not Observable ! considered either being approved or in accordance ❑Not Observable , with applicable codes. installed per manufacturer's � g pp instructions,The HRWERV is ,❑Not Applicable ! ❑Not Applicable ;listed and sized adequatelyfor ! 303.3 ;Manufacturer manuals for ❑Complies IRequirement will be met. ;the specific application, which I [F118]a i mechanical and water heating ❑Does Not ! will include the building's ! ;systems have been provided. ❑Not Observable (conditioned area,and number of I ,occupants. ! ❑Not Applicable 403.6.3 ;Installed performance of the `❑Complies ;Requirement will be met. Additional Comments/Assumptions: [17135]2 !mechanical ventilation system is ❑Does Not ;tested and verified by an !Location on plans/spec: ;approved agency anal measured ❑Not Observable !OWNER TO RETAIN BIRD l using a flow hood,flow grid,or ❑Not Applicable ;PARTY INSPECTION AGENCY. !other airflow measuring device. 403.2 ;Hot water boilers supplying heat ❑Complies ;Exception: Requirement is [F]2612` !through one-or two-pipe heating ❑Does Not !not applicable. !systems have outdoor setback ! control to lower boiler water Not Observable !temperature based ori outdoor ❑Not Applicable temperature, PROJECT ADDRESS 403.5.1.1 Heated water circulation systems ❑Complies IRequirement will be met. [F128]2- :have a circulation pump, ❑ The Does Not ! Constantine's Residence system return pipe is a dedicated I Location on plans/spec:A- return pipe or a cold water supply ❑Not Observable , P P ❑Not Applicable 1020 ipipe.Gravity and thermos- : PP J 275 Miriam Road, !syphon circulation systems are J I ;not present.Controls for I Mattituck NY 11952 (circulating hot water system I pumps start the pump with signal ;for hot water demand within the I DRAWING TITLE !occupancy. Controls i :automatically turn off the pump r ENERGY ANALYSIS ;when water is in circulation loop Ns d Set-point temperature and (2 OF 5) !no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems ❑Complies !Exception: Requirement is [F12912 comply with IEEE 515.1 or UL (j❑Does Not !not applicable, 515.Controls automatically ;adjust the energy input to the ❑Not Observable ,heat tracing to maintain the ❑Not Applicable ! SEAL&SIGNATURE PROJECT No. !desired water temperature in the ! "A-A_ piping. RSG/S�" CK21-016 403.5.2 Demand recirculation water ❑Complies Exception: Requirement is * TF p q [F130]2 ;systems have controls that ❑Does Not not applicable, ay GH E'Qi 'ASO DRA N BY ,manage operation of the pump ! ❑Not Observable ' a K. ;and limit the temperature of the F' ! - x. �Q 'water entering the cold water , . ❑Not Applicable piping to<— 104 F, ( LIN. ,. HECKED BY �O K A�J� -2021 DOB APPROVAL&DATE DRAWING NUMBER EN-2.00 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) S Low Impact(Tier 3) Sheet 13 of 21 Project Title: 275 Miriam Rd Report date: 05/08/22 Project Title: 275 Miriam Rd Report date: 05/08/22 Data filename: Page 8 of10 Data filename: Page 10 of10 Cherico King Architect, P.C. Architectural Design & Planning 36-06 37th Street, 2nd Floor Long Island City, New York, 11101 ,,4 2 1 w( 2 1 2 1 Tel: (718) 392-0078 zA-004 A-004 A-004 A-004 A-004 A-004 E-mail: cherico@ckingarch.com I � �l W32''-0" � 32'-0" 32'-0" REV.NO REV.DATE DESCRIPTION (D C) 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW 9,—O„ 9,-0» a UP 2 07.10.2021 ISSUED FOR ZONING REVIEW — — — — — — — — — — — — — — — — — — — 3 08.08.2022 ISSUED FOR DOB REVIEW 1.'t7: y.:i,. :'.y.•',i, ''b •f' i.is..:' 36" LOW WALL 36" RAILING 36" LOW WALL k 1 �I I 1 –3 1 –3 ( Balcony UNEXCAVATED ' " ' " 2 –9 8–0 8 –0k le 8 –0 2–9 4'-4" 6'-0" 4'-3" 3'–O" 4'-3" 6'–O" 4'-4" I r I I �` I I D4• D4 D4 I D5 W7 D5 77 A. OVEN Dining Area a r .. D I w8 I a) N N I :Y . F191 D Recreation Rooma©0 Y Master W1 I D I Bedroom 1 1 ' Shower 1 _ �•• - " Great Room N A-00 I A-004 A-004 - A-004 -004 Shower .„ I W6 o cz, %D W8 I ; I ;.� I P Walk-I _ o W a D2 I_J - Closet SID �D I SD o REF.—=J—d— Ila o 1 0 0 D11 LO 0o I '' SD I olo 0o Laundry/ D6 ® STOR. I `� `� "' 'j W y O D7 o DOWN - o D �� - Mechanical :. I - Pant I W� I I o Room ;-,. I ' Powd D8 W7 0 W7 FD ] I LO Roo Y. D10 All ideas, designs, arrangements and plans indicated I UP I UP D or represented by this drawing are owned by and 1 IC` I Closet Ele for - CL. EI tot SD the property of Cherico King Architect, PC. and were EI for I created, evolved, and developed for use on, and in I I I I CL. CL I connection with the specified project. None of such D10 t✓L ideas, designs, arrangements, or reproduction of D10 D10 plans shall be used by or disclosed to any person, :: I I D10 firm, or corporation for any purpose whatsoever W Bath o without the express written permission of Cherico S® ':•� 1 D9 W8 I D9 W8 1 Kin Architect PC. Written dimensions on these - CL. W O -- CL. om D 9 w1 ELECTRIC w1 w5 CD r "' drawings shall have precedence over scaled Q I HOT WATER I I D �" SD D10 W10 SD I\ /I D10 dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the HEATER Bedroom #2 I \ / I job, and this office must be notified of an variation Garage I <} I Study SD y EL.® 54.92' l ® V D9 from the dimensions and conditions shown by these I APPROXIMATE I ( D9 PULL–DOWN drawings. - 1 .® 63.92 LOCATION OF HOUSE � � F ) r STAIR SD TRAP & CLEAN OUT oo SD oo Applicant of record has not been retained for Bedroom #1supervision of construction and Special/Progress �- �- — — .A �.._' — — — — — — — -, I •;_" I Guest Room � � � inspection. 77 I �r W4 This plan is approved only for work indicated on the '; I I `::�I I 4'-2" 4'-8" 4'-7" 5' 4" 1' 3' 8" 8°' application specification sheet. All other matters UNEXCAVATED ; _ _ _ shown are not to be relied upon, or to be -R00 8" 8 considered either being approved or in accordance 17, I I 1 I I L_ — —D1 — — • ` I Roofed Porch — with applicable codes. I LDI I IElI I .y: IF— W4 N19 19'-11" I 12'-1 » 5'-0>, 4'-8" 11 4'_ 1" 3'-0" 2'-5' 3' 9» 4'-8' 3– 4– 3-9 -� 2 r TO LEECHING POOL & A-004 A-004 19'-11" 12'- 1" 19'-11" 1211111 1 EXPANSION POOL. SEE I SHEET P-100 FOR / I— ' r — - - - - - - - - � 32'-0" F- LOCATION & DETAILS L— PERIMETER WALL INSULATION -4 WOOD FRAME WALL INSULATION WOOD FRAME WALL INSULATION —I I 2 1 I --� I DASHED LINE I A-00 A-OOZV ( DASHED LINE I 2 1 I DASHED LINE I 1 2 RIGID INSULATION, I I ( A-004 A-004 I R-VALUE = 10, CONTINUOUS UP ALL GLASS WINDOW ALL GLASS WINDOW PROJECT ADDRESS SEE WALL SECTIONS ON THIS I I U-FACTOR = 0.27 I I U-FACTOR = 0.27 I Constantine's Residence I SHEET. I I SHGC = 0.18 I I SHGC = 0.18 I 1 BASEMENT DIAGRAM I ( 2 FIRST FLOOR DIAGRAM I FRONT DOOR I 3 SECOND FLOOR DIAGRAM I FRONT DOOR I 275 Miriam Road, EN-3 SCALE: 3/16" = 1'-0" EN-3 SCALE: 3/16" = V-0" U-FACTOR = 0.25 EN-3 SCALE: 3/16" = V-0" U-FACTOR = 0.25 Mattituck, NY 11952 (BASEMENT FOOTPRINT = 1,608 SF) — — — — — — — — — (1st FLOOR FOOTPRINT = 1,608 SF I ROOF VALUE I IROOF VALUE I I R-VALUE = R-49 ( (2nd FLOOR FOOTPRINT = 1,608 SF) I R-VALUE = R-49 DRAWING TITLE ALL WALL VALUE ALL WALL VALUE I I MIN. 3-1/2" CLOSED CELL ( I MIN. 3-1/2" CLOSED CELL I ENERGY ANALYSIS I SPRAY FOAM INSULATION ( I SPRAY FOAM INSULATION ( 3 OF 5 I R-VALUE = 20 I I R-VALUE = 20 I I IN 26 WOOD STUDS I I IN 26 WOOD STUDS L - - - - _ — _ — _ — J L _ — _ _ — _ - - _ — J SEAL&SIGNATURE PROJECT No. .y fi CK21-016 REG/ST .ay GHF �'P� DRAWN BYE+'' W Q0 C NcS P HECKED BY s8 � � C.K. GRk y TE: 4.07.2021 DOB APPROVAL&D1 DRAWING NU BE EN-3.00 Sheet 14 of 21 32'-0" Cherico King Architect, P.C. Architectural Design & Planning 36-06 37th Street, 2nd Floor j I ALL ROOF JOISTS TO BE Lon Island City, New York 11101 a I 2x10 © 16" O.C. Tel:(718) 392 -0078 I E-mail: cherico ckin arch.com MIDPOINT OF GAB E I � ! �! @ g PROVIDE 8" THICK CLOSED—CELL _ i f III 'II,III ,I 2 f SPRAY FOAMS INSULATION IN All III II IIII gw_ ¢II II�II � IIIIIIIIIIIIIII IIIII II � - REV.NO REV.DATE DESCRIPTION CEILING (R-49) 1 04.26.2021 ISSUED FOR P RELIMINARY RE VIEW 1'-66" TT JN NIH DL 2 07.10.2021 ISSUED FOR ZONING REVIEW 3 08.08.2022 ISSUED FOR DOB REVIEW ALL WINDOWS BE „ANDERSEN ALL WINDOWS TO BE "ANDERSEN WINDOWS A-S RIES. LOW-E WINDOWS A-SERIES. LOW-E SMARTSUN, SEE SHEET A-005 FORSMARTSUN, SE SHEET A-005 FOR SPECIFICATIONS SPECIFICATIONS U-FACTOR: 0.2 12 U-FACTOR: 0.27 2 d FLOOR (F.FL.=74.92 ) o SHGC: 0.18SHGC: 0. 8 is N L mwROOF D ALL DOORS TO BE ANDERSEN o ROOFED PATIO WINDOWS A-SERIES. LOW-E PORCH o 0 SMARTSUN� SEE SHEET A-005 FOR _ SPECIFICATIONS NNU FACTOR: 0.27 !1 1[ 1 T 12SHGC: 0.18 2x10 ROOF RAE12xl 0 ROOF RAFTERS CD @ 16» O.C.16» O.C. N 1st FLOOR (F.FL.=63.92') EL.6 .92 I — N STONE PATIO +•. o I I III I EL.62.93 I{ i, :.; !I.�. POOL I ( I I r:. � -CI .lY.� ! SII I 00 PROVIDE VAPOR BARRIER OVER 2 I ' GARAGE SLAB @ EL.54.92 q_. . E .54.65 � RIGID INSULATION OVER FOUNDATIONVI� I ...-.-. .. �., � • WALL (R-VALUE F. . L E 10 .f, I I 3' 4ti• I I i I — 21 M PERFORATED DRAIN PIPE I SHIM a I ; Isl PROVIDE 24„ WIDE PERIMETER 4s-o RIGID INSULATION (4 THICK) I II! I I I I ( I I All ideas, designs, arrangements and plans indicated ! I II I or represented b this drawing are owned b and KT's\ BUILDING LONGITUDINAL SECTION — 2 I II I II I P Y i g Y O i I � I I the property of Cherico King Architect, PC. and were ” CONCRETE SLAB OVER VAPOR I ! I j I I I " created evolved and developed _ _ �_ ( � I oped for use on, and In EN 4 SCALE. 3/16 - 1 0 BARRIER & 6 CRUSHED STONE 1 s , � ', I ''I �I I � -6 connection with the specified 'e ENVELOPE p d prod ct. None n such I II(THERMAL ) BASE ON VIRGIN SOIL I ,! (� ideas, designs, arrangements, or reproduction of I r I 9 9 P I Ions shall be used b or disclosed to anperson, I P Y Y ! I I �; � � I „ ( 2x8 � firm, or corporation for any purpose whatsoever II , I !I without the express written permission of Cherico l EMI-1 I I . 12X8 @ 1611 01 King Architect, PC. Written dimensions on these !I h 6" 0. I drawings shall have precedence over scaled CD II I dimensions. Contractors shall verify and be I, _� p responsible for all dimensions and conditions on the_ 0 I job, and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Applicant of record has not been retained for IDGE supervision of construction and Special/Progress PROVIDE COLLAR TIES 19'-11" Ir 12'- " inspection. 9 @ 32" O.C. I - - - - - - - - PP Y � 6V I This plan is approved only for work indicated on the ATTIC CEILING INSULATIONI application specification sheet. All other matters MIDPOINT OF GABLE) __ shown are not to be relied upon, or to be PROVIDE 8" THICK CLOSED-CELL DASHED LINE I considered either being approved or in accordance SPRAY FOAMS INSULATION IN with applicable codes. CEILING (R-49) I PROVIDE 8" THICK CLOSED—CELLLO I SPRAY FOAMS INSULATION IN ATTIC (UNFINISHED) 3 ATTIC/ DIAGRAM � CEILING (R-49)NJ% I SAVE .'. ! i 5/8„ GYPSUM BOARD EN-4 SCALE: 3/16” = V-0" I I �, (2nd FLOOR FOOTPRINT = 1,608 SF) COMPOSITE CEDAR L i' o BY "NU—CEDAR" BEACH HOUSE N I SHAKE SIDING" OVER � I 12" 12' � WATERPROOFING MEMBRANE ; IL. 2nd FLOOR (F.FL.=74.92') PROJECT ADDRESS PROVIDE 12" CONTINUOUS SPRAY rINSULATION ALONG PERIMETER. Constantine s Residence CD N i' S/8" GYPSUM BOARD 275 Miriam Road I ' 2x6 WOOD STUDS @ 16" O.C. k' WITH 3-1/2" MINIMUM Mattituck, NY 11952 I' CLOSED—CELL SPRAY FOAMS I ' INSULATION (R-VALUE = 20). DRAWING TITLE N` OUTSIDE COVERED WITH J" 12' , ' EXTERIOR GRADE PLYWOOD ENERGY ANALYSIS 1st FLOOR (F.FL.=63.92') SHEATHING (4 OF 5) I : 5/8GYPSUM BOARD SEAL&SIGNATU E� PROJECT No. F * REG/ST CK21-016 �4 CHF,Q �� n � i y DRAWN BY' ol _BASEMENT GARAGE @ EL54.92 °° ) C KED BY Sys PROVIDE VAPOR BAR CD OVER 2" RIGID INSULA OVER FOUNDATION WAL HE 'X•r'�';r:•s1 I .„•.•.•r:;�...'{' DTE: t (R—VALUE = 10) 0 .07.2 21 PROVIDE 4"x24" WIDE PERIMETER CROSS SECTION (BUILDING AROUND THE DOB APPROVAL&DATE DRAWING NUMBER 2 ENURE FOUNDAl10N EN-4.00 EN-4 THERMAL ENVELOPE) Sheet 15 of 21 SCALE: 3/16" = 1'-0" Cherico King Architect, P.C. Architectural Design & Planning _ — — — — — — — — — 36-06 37th Street, 2nd Floor — - - - - - RIDGE RIDGE I — Long Island City, New York, 11101 9 I FRONT EL NATION - _: _ �---- -'_•_-___�..._�—� =— -- SIDE EL VATION Tel: (718) 392-0078 - E-mail: cherico@ckingarch.com Cl ALL GLASS WINDOW I ROOF SHINGLE - - - - - - - - I ALL GLASS WINDOW I w _T 11 w U-FACTOR = 0.27 - _ 0.27 _ I _ _ _ - — — - --_ _ __ _— — U FACTOR MIDPOINT OF GABLE) SHGC = 0.18 MIDPOINT OF GABLE - _ _ - - - - SHGC = 018 v _.::--_,--�__--c.._:-�,._._::__-:_--���_- ATE DESCRIPTION REV NO REV D _ — — — o I IT 11 -9� � I FRONT DOOR o 9 -- __ _ �-_ _ - ��_� ,_ _.: __� -- _ _ s =_ - _- I FRONT DOOR I 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW - U-FACTOR = 0.25 I _ - - _ _ __ _ _ _ _ U-FACTOR = 0.25 2 07.10.2021 ISSUED FOR ZONING REVIEW _ - _..- p � --_--- ROOF VALUE s - ice= - - - - - - _ - ---- - - - - - ROOF VALUE s= _ - ----- -- -- --- - --- - ------- - - _ w -.__ , --_�: awe -_-:: —.s�__-:_--- ---- --_- - .__..__ - -=_ — — - -- - - --- __ — — ( 3 08 OS 2022 ISSUED FOR DOB REVIEW -- - - R-VALUE = R-49 -- -- -�__ _ - -_ - - =- - - - - R-VALUE = R-49 —.__— _ ._._ - __ -- AT IC — -_- — — — ATTIC — -.._ -- __�_ .__._ _w._ __.__..._ ___- _ — ALL WALL VALUE = _ -_—-_ — _— - �-— _ TW.:62.8' BTM. FTG:53.92' 8" 811 — -----v—a--- --'v--e---——v—G--- --'v------v—v—a v--s v------•.—v—a--- --sv -----v —a--,v--e---. — j D ----------------------------------------------------------------------------------------- �-- I I I I I p 1 I I I I 1 v I I I 1 p I I I I I 321-011 I I I TW.:62.8' o W 1 BTM. FTG:53.92' r ' VI d ----------------------------------------------------------------------------------------- 1 wrn I a D• a n �, a D• a o - • a p, a o - v • a p. a . o . a p, a n O ri L • 1 n ----------------------------------------------------------------------------e------------, D P/'�1■ I ° I I 1 F— Z I • I WO I • 1 � 0I z0 I 1 I a �° v °• d o° 1 I � o . A - a apo a • �, I I 1 1 I I I • I 00- N � �7 lD r I I = u I I 1 > 0• 1 1�f U Vol I D t y ` u O I I I I 1 I < f1') W Ln d 1 1 D e 0 1 I e 1 1 DO 1 I A dry. L ' � � � I • I 1 � 1 v � i , I Shows4G S o H 1 1/2" ANCHOR BOLTS ' I e 1 I I I v J (2) #4 BARS IN I i , @ 4' OC TO EXTEND ' UP D TOP 12 INCHES I I INTO CONCRETE 1 I I I I I I NOT LESS THAN 7" ' I I • 1 1 v i I I #4 @ 18" OC I I I I 8" PC WALL z (VERTICALLY) I I I" I � 1 I i W I I o ° o I LL DAMPPROOF 0 • 1 ° I I I O I I I � I I I I •p I I I O I I m •' I UP W (6) #4 I I I I 3 ' CLEAR COVER I I I 1 ( H0R.) I I I v I I V 1 1 i #4 DOWELS tu I D I I I I 1 18 OC 1 I Ln ry I I I I I I I I I i I 1 W • W • I v I I D I Z I I I I I I , • , 8"X16" CONC. FTG. I I co z I ° I I I ° I °° i I D I W � - M w/ (3) #4 CONTINUOUS ° o N in I 1 I I O I 1 0 z 8'-11" v ' ° O O 08 I I I Z w 0 o v D --------------------- WALLSECTION - °-- - 4 ° o o . . a . o o =o-a v- -o -- 0 4 v- ---; U. _ . . i 1 � I O Q I i • 1 �^ SCALE: 3/411 - 1-0 8 I I V 1 I ILij LL I p I I I Li. t0 O I 1 I I O N Ln i I I I 1 •' 1 I I � F- 1 ( I I I 1 e 1 I I m O ^^ HSS 4X4X5/16 COL. I I ------------------------------- D 0 LL 1..1. L_ i 3'X3'X1'FOOTING i r d I ��{--{}��}+ I— I— T — 1 I �/l�f#4BX�R5 ew— I I I ----------------------------------------' I I I DROP WALL FOR DOOR DRAWN BY: IF FOUNDATION PLAN Cris � SCALE: 1/4" = 1'-011 8/17/2022 SCALE: SEE PLAN TW:62.8' *,RcG/ F ssio� may: cH ; � SHEET NO: +� - �.4. . � Cherico King Architect, P.C. Architectural Design & Planning 32'-0" 32'-0" -0" 32' 36-06 37th Street, 2nd Floor 10'-0" Long Island City, New York, 11101 I - L d/�o 11'-0" 10,4, tK C_ Tel: 718 392-0078 1K -mail: cherico@ckingarch.com tK _r_ tK E 7 :.;F7777 Z F_ WOxl 5 W1 0x1 5 W 0x15 REV.NO REV.DATE DESCRIPTION .'� I L0 N 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW CD Balcony loll X X C5 UNEXCAVATED 01 8'- CD 00 X 2 07,10.2021 ISSUED FOR ZONING REVIEW � CN W10x15 G) 3 08.08.2022 ISSUED FOR DOB REVIEW W1Ox15 _C� n 1�) W10x15 WlOX15 4" CONCRETE SLAB OVER 6x6 WWF WIRE_-MESH C-4 CN C*4 C%4 c�,I C14 C14 2xl 0 @ @ C14 2x10 4. X oo� O.C. 6 _CD C) C:) 16 X 16" O.C. 2x1 0 @ 2xl 0 @ e_ T CN _X_ HSS STEEL J TUBE COLUMN ON 5-0"x5r-D x12 DEEP • CONCRETE FOOTING, SEE UP t DETAIL 0 THIS SHEET 1 1 1 j' ' 1 1 1 N1b 20'-0" 1 4') 18'-6" F 11- 7 +�,YZN� [Li 10 Al +�yCJV 20'-0" CD CD W10x22 W10x22 LW10x22 W10x22 00 co '00 L )OWN-1 0 CD 0 it _0 Cq CD C14I C-4 LO Lr) XI .t., IIII >1 X X L.Q� Lr) 4 , C:)- - C:� L0 I W1 Ox22 _00 W10x22 _00 -I 00 >< C5 U1 F 0 OR 0U) �ELEVATL0 -0_0 X, X -a -VVIUX Z,_- .�u TOR -2 X -0 W10Q co _LJ_ - HAFT�� SHOT' 7. W10x22 All ideas, designs, arrangements and plans indicated U W10x22 or represented by this drawing are owned by and the property of Cherico King Architect, PC. and were Illicreated, evolved, and developed for use on, and in I connection with the specified project. None of such a C3 ideas, designs, arrangements, or reproduction of 0 10 0 plans shall be used by or disclosed to any person, X 2x1 0 @ Q0 r 2xl 0 @ firm, or corporation for any purpose whatsoever 8)-11)1 4" CONCRETE SLAB OVER 1 O.C. 16" O.C. without the express written permission of Cherico King Architect, PC. Written dimensions on these 6x6 WWF WIR ---MESH F drawings shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the L job, and this office must be notified of any variation from the dimensions and conditions shown by these L 74-\ drawings. • 2x8 00 �q lb- 0 i6 �3 I I + X 'tK CD 0 c5 co CD d 00 Applicant of record has not been retained for PORCH ABOVE, X �4. C_ 10 a:) 00 R 00;!�' supervision of construction and Special/Progress r - X (0 X co 00 _JI SII X inspection. cl� I L ------ _T --T 7 This plan is approved only for work indicated on the _J (2) 2x8 application specification sheet. All other matters 3'-0%3'-0%12" DEEP 9 -1shown are not to be relied upon, or to be CONCRETE FOOTING considered either being approved or in accordance 121-111 12'-1" with applicable codes. Ir Ir 19' FOUNDATION PLAN II(�2 1 st FLOOR F AMI'NG- LAN r3"*%N 2nd FLOOR FRAMING PLAN 5-001 SCALE: 3/16" = V-0" SCALE: 3/16" = V-0- SCALE: 3/16" V-0" UP STRUCTURAL NOTE: 1. ALSO SEE STRUCTURAL ENGINEER'S PLAN (JOSEPH FISCHETTI, PE) FOR PROJECT ADDRESS FOUNDATION DESIGN. SUB-FLOORING W10x22 STEEL BEAM 2. ALL FOUNDATION WALL DESIGN AS PER STRUCTURAL ENGINEER'S PLANS. 12x`124' BASE PLATE ABOVE Constantine's Residence VERIFY FINAL FOUNDATION WALL THICKNESS WITH OWNER. JOIST HANGER 275 Miriam Road, 3. CONTRACTOR TO BASE ALL ELEVATIONS AS PER PROPERTY SURVEY OVER 1" NON-SHRINK 5 x5%a" HSS STEEL PROVIDED BY ANGELO JOSEPH CECERE, L.S. VERIFY AND COORDINATE ALL GROUT SQUARE TUBE COLUMN Mattituck, NY 11952 FOUNDATION WALL, BOTTOM OF FOOTING ELEVATIONS IN FIELD. VAPOR BARRIER OVER 6 4" CONCRETE SLAB WITH 2"x10" JOISTS DRAWING TITLE CRUSHED STONE BASE & 6x6x6 WWF STRUCTURAL FRAMING LOCATION: GARAGE DOOR PLANS LINTEL SCHEDULE: UNDISTURBED VIRGIN SOIL OPENING: 9'-1" 4 FINISH CEILING PROVIDE (4) 2x10 1'6 LOCATION: SIDE ENTRY DOOR CK2 TYPICAL STEEL BEAM & <9> OPENING: 6'-4" REG/& WOOD JOISTS DETAIL D N BY PROVIDE (3) 2x10 SCALE: 1" V-0" H C.K. 5' 0 40 > A X CIIIECKED BY #5 REBAR @ 12 O.C. 5-0"X51-0"X1211 DEEP [C.K. EACH WAY POURED CONCRETE FOOTING vo 'NJATE: ON UNDISTURBED VIRGIN 04 07.2021 4-ANCHOR BOLTS SOIL DOB APPROVAL&DATES DRAWING NUMBER - COLUMN/ FOOTING DETAIL S-2 SCALE: of = if-C Sheet 18 of 21 _N C C W f TL z 2b5 P X I r�l > X Cherico King Architect, P.C. Architectural Design & Planning 1 1 36-06 37th Street, 2nd Floor Long Island City, New York, 11101 5"x5"x " HSS STEEL 2 Tel: (718) 392-0078 32'-0" 32'-0" I SQUARE TUBE COLUMN E-mail: cherico@ckingarch.com CONNECTION FIN PLATE J" THICK REV.NO REV.DATE DESCRIPTION W/ FULL PENETRATION BUTT 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW WELD ON SUPPORTING COLUMN +' %_1V +h��` o+h+h��` 2 07.10.2021 ISSUED FOR ZONING REVIEW W10X1'5 �— r T=- �� W1 0x1 � II�I!IiilIN'I,t IIII'i I II,(IIi'ISIjIII!I!II':y;III IIli,I�,I 'li;I'''IIt;IIII�INIIIIlIliI�II;III�ilIiIIIa;I'I IIIIIlI'III'lIIII 1',!I;�I ;I'�';IIIIIII�II'iI'lI.Ii"III�II;i'i!III'II,'.IIIiIlI lS'IlIiIII!;iIIIlIII�I!i.II�III!I(I�I;�I'IjI III•JilII Il!IiII!lI,II'II�'lI'�r�ILIjIIIIlII!j`FI'�III?jII'irISI'I,','IIII'�I',III�lII,,III''' S�iLIIiI':'ILII !l"IlIjiII!'IIiiI�II..i,' IIIII�II IlIII!I�I IIIIIIIII I1I!lI II�i II1:II;SI',IIII1II1IIIIIII.1I, IIII'IIIjII10�N -- I _—;II:jIIIItIIIlII�II_IIIIII IItIII IIIIlI II =--IIIi!,IIIlI�I - �° IIIII I II II - +-c -O.-- : TW1O" I x2 2 STEEL TEEL B EAM ''_ss4-4 i N NX2X8 ® -325 BOLTSJ" X " 16O.C.16O.C. (. T Y P .) 2 ELEVATION VIEW I mLi5„x5'4' HSS STEELhr 2 11,_4» ffSQUARE TUBE COLUMN W10x15 W10x15 12x10 ROOF RAFTERS 2x10 ROOF RAFTERS "� 16 C @ 16O.C. CONNECTION FIN PLATE THICK W 2x8 ® FULL PENETRATION BUTT WELD ON OCo SUPPORTING COLUMN16 - e U ad A-325 BOLTS (TYP.)010x ca ELEVATOR W12SHAFT _ W10x22 STEEL BEAM BELOW / A3 ll Ideas, designs,. 0AN °8cdO.-S 2 jeR0s2i 2 'nsa ISarrangements R and EW p lan K s i nd ic a t e dW10x5 or represented by this drawing are owned by and 2 2x8 t the property of Cherico King Architect' PC. and were created, evolved, and developed for use on, and in connection with the specified project. None of such 30 CD X ideas designs arrangements or reproduction of plans shall be used by or disclosed to any person, v x 2x8 ® 00 N o firm, or corporation for any purpose whatsoever without the express written permission of Cherico16 O.C. King Architect, PC. Written dimensions on these2) 2x II drawings shall have precedence over scaled —62 dimensions. Contractors shall verify and be responsible for all dimensions and conditions on theOPENNG FSECTION 2_2 job, and this office must be notified of any variation OR PULL-DOWN STAIR from the dimensions and conditions shown by ythese2x8 0 drawings.IIr. 16 0 I Lx80, Applicant of record has not been retained for6 supervision of construction and Special/Progress o_ inspection. Co -o° 55 HSS STEELx SQUARE TUBE COLUMN This plan is approved only for work indicated on the application specification sheet. All other matters shown are not to be relied upon, or to be considered either being approved or in accordance 12'-112'-1with applicable codes. W1Ox22 STEEL BEAM AT FRAMING PLAN ROOF FRAMING PLAN CONNECTION FIN PLATETHICK W/ S-002 SCALE: 3/16” _ 1'-o" FULL PENETRATION BUTT WELD ON0SUPPORTING COLUMN NOTE: 1. PROVDE COLLAR TIES @ 32" O.C. FOR ALL ROOF RAFTERS. PROJECT ADDRESS2. SECTION FOR COLLAR TIE LOCATION SECTION 1 -1 Constantine's Residence 275 Miriam Road, Mattituck, NY 11952 , a x I" SLOT IN MiGtE ONLY N—SH�PEASTM DRAWNG TITLE 21 g9'2,CR 50 BEAM W—SHAPE ASTM ATTIC & ROOF GR �GRDER' ' 1/2FRAMING PLANS, DETAILS SEAL&SIGNATURE PROJECT No. jj Ai C -016 * REGIST CHDAWN BY 2L4x4x% A36 w/ ;" NA, A325 SC BOLTS CHECK BY KNC. CONNECTIONS SHALL BE PROPORTIONED POR MINIMUM VALUES IN GEERANOTE$ OR.:LOAD. SHOWN ON PLAN, WIICHEVER IS GREATER- �4�01211 TE: MINIMUM BOLTS PER BEAD DOB APPROVAL&DATE DRAWNG NUMBER BEAM SIZE BOLTS REACTION C_3 wa & wto 2-r PER LEG isk W12 2-r PER LEG 21 Sheet 19 of 21 14 ;s—r PER II 25k 11 I 1B 3--r PER LEG 30k TYPICAL BEAM-TO-GIRDER CONNE TIMI (TYPICAL.UNLESS SHOWN OR NOTED OTHERWISE) y a Cherico King Architect, P.C. Architectural Design & Planning �'�; Stud t Stuff ' Top Pl to �to) Stud Hurdcane '11 3. � 36-06 37th Street, 2nd Floor Long Island City, New York, 11101 Tel: (718) 392-0078 DOt for`aIg,eb-cl it jam'lome, p.11. E-mail: cherico@ckingarch.com FQr ostata-^I?ibclUt its rccne, p:11.. 1.' .I SR- k# uii d_ DFMP,4fVAd SP.Fitll e;hP� ® '. 1 Lca t 7B man. FRO in Am Tai , L� P AlIvvst1 l`'rmrfs MTF: a'bl'e d' hkat�;Mere�hrep®er u ;Iger elrapS u11 ,. ;2 Why r A—§d 1h tMlg,,5Nt n T71[fI lm areh1®del I k59' Lrr6d l B.ctliE3f'fIB!lhq mm6 cant s 1i � � REV.NO REV,DATE DESCRIPTION td+itPF tR haiaie i.on WPW'e 0r,' the Ste 9I78II Re :FS�en :: uplift.- I ®�:' 19plift` �l I1p111t: 1lpr�t ° g 0"bene,�+ril7s s �'W1lhavela '' Ib 1plofi Ta d �,. e a Cw�Siad rill�k raU ref]U4��[5�.9 r1€�7b3d.i1 Mt�trF,�ks'l�: 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW 1.6 - . . ° In ,P,tsll7g�:wr—W'rninhin!! IsfnJrbjh�lpaiN 3 ' fj�cj ffbA hltOML,4 pl3i 'L Fc+E+" 441 rleie ifina7dl'tt1B GwH{ C��° 1 R112J I:', T',k�ld 1,15x+ w1!11 0.1'si'Et'? 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SP 1 1k:idS'x3' �t1dB"z'3"' i;f ilk 365Mtlligv��ttt a rr �m DFPW-toad'cl 1, ��"b HDLtd r S2.ST t'.x 2t ,1 S. : D, 'x 1 ' a3. 3,21~m1lr�OBI Tr£CtiCf[J idt`imi t t+e InEL .,I TSp 1" 11.1 dS'.x 3"• ^ :_ X1.1 ','fit l W 1;D15 1175 int oen1 kaS .Order :PH R tx -I H[�L15-3CG2 5° r 1 i�+',Ir f5'- S' 5,E J5.. Ili' ?b,'SaS": 31�� 18000 out, PP:t L for r Muir �hsta latk)h�� FASl1 5E 1 E D1 R':x 3 S.B-5 a i�S"x3#�+" 5.5 : 8� 03bi ale the alra�lt stnap'Abe�r e.rein r-*d S1711C1560D 2 M031*14i ailed on 1,135 Doo: rg ir'+ar>erlfs.anded3tlai>311rd�ltan nurrtlbrxrfrdts a3'Icltne!,sz: rt. ' H ,k'' t;iDj'C 31"It i ti` i D.i31 1 li" S J 1.��7 �1���:. Cf+9ST'1�'$ 1 �5�D:i��":�c"�t�' S.47� IBJ DJ 'x2W S,d75 LL ' �4lt t Lei ... Na*.,0f dais L4-- F R 'tid e ham,€. 1etIC•il f-adg In t&.d Am fcc' GFASTi��" ' ?c"l�fol CES LT51 2 (11Z,0,14 Ni%R 12Q.id9".ceiih' 1,920 blit] ' � 1 4 D.1�°.?Ia?.f�' ��`I3 0..152 x�� glia t4:).cCN3fahTabla° HTSi9'1. 1 "101;1 �'•>Qi :[UrJ.id '-xis.' itdi w }�' For. ,Lf1�'-4" 5t , 1��a L7�1:�1 "'21- NOTE: I,:i.s 1, D f 3 HT1'1 51 s' 1I--ir�15 L�,11 I, tx nHi�diD ti +Dcil�hHp CeIctJ3k�r t' ' R �Irrner; ° rr�►®r�. r �: - . ALL HURRICANE TIES & 61T312z?1,: 2 [1491 r.x1W (14)0148'X1�e' 1.,'9180 i,T� 1�.Lrlt #n���ir� t�!� toa���� d-�rt�wTl�raps'r�ltr�ait�hrntr>li`+d,rnrlrnurn -� - CONNECTIONS TO BE PROVIDED Ih�T'A36 'Maid�'rntacntx�." 'HT8116-1' i'iSl f1.1��'.x't.! ' Iil}�k1:1d 9'x'I fit" UXII 2,4 Al fid=�a�Ir a Fr r��=13t-_S 1 ro-. � r . MSV AT EVERY 32» O.C. Fest�nl�I fa g:. 07mb loWiftCDeffFuze,ffZr) - 'Mom t�tj;.. �F+51a SP1�iF � de 'erer Sidi 1 +ritar�: Ier1� r 11 "I'ElI S I F6ih* '[POA [Pe,i t71 '11 § sTHa' -P' n. `SPH *° F1, 1 g 14 ' I :.F 1'I'jy 1Z 5r. SFHB DSP'' � �, n i ■" " f CQ Irbone ra sh(zPn d° t� Tor ILtift.HUM7i Ili'. trraa,.MeII Cx?tx3tBlfeci Mill all, ; i'ePr ro P.92. ; 4x511 6`;''irT7Ea�'k1�af'tlia 911 8 4Vdl a®plail�-$�-�.�Jcl __._��.. ,�F .•w•^ x s g Sktrang°Eiisre 81 :: ' tn3l n'vill laid wtpn upllt- E i '�'!4't` dtlk�'t Jka r�2sh p. fwmin. �a .� rs � ;• Iliadfl>rQntr ,p®+i��sd(apllEd �'�' � arrangements and la i � , �.•�60.� ��fP� f All ideas, designs, a g plans indicated F IM,toone Stve Ina r-t A,, a ePP Ir S �t � 9 tip or represented by this drawing are owned by and r r_ Tse cf to t#t3 :orio pots i t proper y o King Architect, -, the ro art of Cheric ct PC. and were `' tls - -� created, evolved, and developed for use on, and in connection with the specified project. None of such ideas, designs, arrangements, or reproduction of )` ft6hol!Diti 't; Truce plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever h..' . •; ® ".iii", I-E§,6,®"p�;U d, &114 nchor and without the express written permission of Cherico King Architect, PC. Written dimensions on these Not SM bty Much, ,� •� _ - •^. . ' ble'a err' drawings shall have precedence over scaled J.y talf y:`M 7 rap Yotr ' d7 � ,� dimensions. Contractors shall verify and be 5■ ' •,� Ltt�l>l"x 1'F�•: 1117. I fly: Irr>p`'txttre�ng-Tie'tytT° 1h>� rl responsible for all dimensions and conditions on the fJ ,t�tPi; ;.EBti�a CalauTor,' ii .. _ p job, and this office must be notified of any variation erste° pis' Alf- iiad R4� 'ttr'Figtfpyqu,€iukA1 tietawmine the from the dimensions and conditions shown b these Shoe of sled Irk y cut 14r1Cth�of s94h 1 etre p drawings. each spp' ion ter a.pig}_.# P Poi' rXt0eliirt#'tir�Itrti �` ft111 �" at3Pi'! irtiyfu 5�11le�rIF:eCa BT tiP� srrttdrirtlerccrr9fsbflara. '1t1`� ili fir. °�r1 E 1runwit",6e PP,=1; I'®d-tG-fop {?181s CmiRcU�u p � Applicant of record has not been retained for f construction d supervision o cons ruc ion an Special/Progress inspection. This plan is approved only for work indicated on the application specification sheet. All other matters ol� r;. � ���; a �1 ' T( .Il shown are not to be relied upon, or to be considered either being approved or in accordance ,Lwowr f �. with applicable codes. . ��tl : 'a8 Loi ��aIu,os��•�r str a, .s �'� ��� cnst X41 �.� on�ll�' »II o st l�-` �'� � in,,t t-flztian f-d th;is fir . rl�t rr c l-e ab app pflc8t a F � P'� .- 16 Gnl 171 NSTA F1 AJSheathing not �. G� ; 'hown for clarit U P-1� ancho'r' not, °+ PROJECT ADDRESS 4h of , �a. Y Constantine's Residence I is `, ® o e �( ° � silli • i �� �a !a 275 Miriam Road w Mattituck, NY 11952 DRAWING TITLE A344 �'' .�• _ _ I I , t�tie���a' "�i _ •,� ate sr- - , - � ,�� - .� - ^�. •ala STRUCTURAL DETAILS - 4 , � ��pP' ,. �_ ,; •, b Simpson Strong-Tie) Tie SP!F�r I;. ,j - - . _ '� a ~==ate _ _ _ ,�rS. � i.• .t r` , i�•A. i Ei - l _ e 1�Y - � ' PROJECT No.1tto N'a'tIs not I�° -S �° e.�_ CK21-016 Y, ,. �: ;I ' . �. required in - , , r , IF HD6B HTT6 REG/ �i'�' Te ti � >E r Tl �, (HD7E3, HD9B similar) * STc� I I. � �4 similar) DRAWN BY may. �CHK. �„ r �':�► 1 Ma �.woma' �' �- #, ,,..�,..� us CH I , CHECKED BY <<. �j Provide mire. �0 1 1K 9 y� ti DATE: "(e/a " end �d'istgnee 04 7.2021 -� - for CS and CIVIST ,�. ■' DOB APPROVAL&DATE DRAWING NUMBER � i '' P — I forepi' � " I i EgUa umber-of in each end S-4 fc. s�eeifi:ed nails b . CO3 tjnPL �� Baa .sr�L'. �:� l�'r��"�'� ' I�i��'���•E� "�' st Sheet 20 of 21 pre usa. i e Uva re'fi't 'v'�� e T�,�lc�l lrast�llat 11'1 as a Floor-to-Floor Tie (C ST requkes rrrfnfmum (2) 2x studs) Cherico King Architect, P.C. RR Architectural Design & Planning - Ridge Rafter Connector 36-06 37th Street 2nd Floor Lon Island t An interlock provides alignment control and correct nailing locations. g Sand City, New York, 11101 ---� - For a rafter-to-face connector,flatten the top flange into the face plane. Tel: (718) 392-0078 The RR may be used.With rafters sloped up to 30°. E-mail: Cherico ckin arch - @ g .com Material: 18 gauge tnat ll iol u; e�taL4 Ibr W;at,wed g 9 �nd ler Finish:Galvanized REV. REV.DATE DESCRIPTION .FII all Wiar,0!0101 I a ze, Installation: r• Wc4d are a pd Io eac.h E;O each.lop fl raNe:. a 1 04.26.2021 ISSUED FOR PRELIMINARY REVIEW * Use all specified fasteners;see General Dotes � '4 rAds si3r9:k'gVhfh',W of ftfron t edia ol•tte ecel lm,dc4-. � a 3y. 2 07.10.2021 ISSUED FOR ZONING REVIEW Codes:See p.11 for Code Reference Key Chart Wr-4d ri-&ad.-a--.mal)ba f-: lam 3 08.08.2022 ISSUED FOR DOB REVIEW � �aridIctic�.hs ���r�;i•°rn tabluara�Man"Mum Iitb-, _ e:•! � __--------___--- ------------. ..__.___-___�__�_____ —_________----__.__---------__-- '�',>��� ■• X31 l0efl.^i;m PES]Irk�lJFork rs.�L� $07'l�-ad COr' li l"u:. Many of these products are approved for installation witli Strang-DrivO �RR 5D iConnector screws.See pp.3d&352 for rnom irrF+�rmatiart. Th t-dr�grsr ljf rr v ll d_.te�rr�lira et s qi n It . Fasteners(in.) Allowalile Loads' did CaOon:V&4cfbg CaN Tliz•ad.steel may"pmduse harT dt r� " Modef Min. uplift DFISP Cede ., fl rrr�asn feall�,�iPCr Cl 6"at` ` !'� �- Rafter p P fi � dLr�� a . c.p Aro. Size Hender Ilafter (f60) Ref. pr i rlor&Wbldirg,-7h:y l,d be;n.�r an"63 volt _ � Flaor Roof �.� r, ;sand-ards, (i00) (125 ° RR 2xG (4)0.148 x 1 L (4)0:148 x 1! 130 330 330 tBC,FL,LA o 1.Roof loads&a 125%of floor loads unless limited by osier criteria.Floor loads may be adjusted � for load durations according to the code provided they do not exceed those iso.the roof colLrmn. 1 A Vffl��n appribsihrin t€1o� Typical RR (1 I'8 iar� 2.Fasteners:Nail dimensions are listed dLimeterby length.See pp.21-22 for fastener Installation infomiatEon. dop-Range. Hangers Welded to Slmtural, Steel Memobefs TvP F gaga i<r1 -F1n e v� 1 M t ,. 11141 ran° u s!�,t9 W m i nifty,:Srta ,feiSI F eiF".UL f Le lhsn at#"v d= I I r'� (1Cljs.f ;x9 t,G3�: G's 2 d_ol l4 a",i�" 101?..iCa tl3 : 1, Fid. Wta1W .'taf! 1 r4'of' 15 tn 211, it 7' ryry[P�g9 B"�frp+b`to11 ;3 Tti•0-!4' 3.'. 3t _ 1547n`3`-� it`x1p:. tC121)1140x!iA �,€�5 a)r,5 HGO' 3 I?i c,"i.2LAA� 1:'�?'s "�. ..K *_ :103'*"trf$Cti141�h�33r 13Nf }�rJ 1�1[ 3R?1tilIrim rltrlteeTtf€ �?SI M,'i'E� 1Ld"S° roe (',k3Z7•:, i s e r f iJp curTelt%bod Con sr1'Cf,_,t Gix.an .r.ral3 t'E=fi0lv'rT FA All ideas, designs, arrangements and plans indicated or represented by this drawing are owned by and the property of Cherico King Architect, PC. and were created, evolved, and developed for use on, and in connection with the specified project. None of such R" ideas, designs, arrangements, or reproduction of plans shall be used by or disclosed to any person, _ - -- - SGW Stud plans or corporation for any purpose whatsoever 3 25 Installation to Wood �f fV:q td I_PA ^IT.�t N T *+rT _�3 :'a'_1,• r4-`+ i Li rssc«P �S �: ' ? 1.. 71_ E GFS TfciC�r JVIO�Required)C�� ,- -� without the express written permission of Cherico Trt3 riror =rIcin n tPOftkJ 10d" 0£ -Sr0 E Pf lt•e TIC W_*J 011?:41?J D_-Je Tb: 5d `:"r�SCtt�;3 rid^7laf�ebllrt r�cr fin�la 1't apd Vr^3tr�j:zr King Architect, PC. Written dimensions on these : I :T� 1 rna: asrntFar7t} 1 r � � drawings shall have precedence over scaled - - dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and this office must be notified of any variation from the dimensions and conditions shown by these drawings. _T EGH ISI L bull-L ET7 N' Applicant of record has not been retained for a supervision of construction and Special/Progress �..w.< inspection. This plan is approved only for work indicated on the .Non-rit ed'•HU merles hangar:A`rnay, �' ° application specification sheet. All other matters shown are not to be relied upon, or to be considered either being approved or in accordance n�embar , g with applicable codes. PP Ap U69 I.vkdd sGgnWt31;4.t0l:Y spaced to to l 6ttornth half the.Wpecrts: Inn 1i sldgdf h3ri�ar,, 4dWeld n ia+,�taalthe� 1 + �� ually , (onedgG of flangG� spaced or fl6te- k+ '& (cn flangb bid 9m), ® �M-itiffonl m r>=qukG d for ell I-Pl6ts w6d%Vfth these 1i - r..ap Joint Fillet Weld T PROJECTADDRESS ( .1",�� 3,4M Ib.dries r (9' I„sovr. , ,t: . � . Constantine's Residence 1.Casipn Inds must not e.cead it*curriwd.VLCW,omrlrxr.%M, carY,eV,- aquaI,f 275 Miriam Road, ep!D311 due 1. ,2.Loanmiumar=-T= Adn �abN%1. :X7=-'q. �.f. i, spacFad Mattituck, NY 11952 .5.64ort:44�dhy 0e}r lh f rns l '&r heiri►hli Itrnes;MaN proDRAWING TITLE per�+�rg pry me end a3. t '. 'prEc3uticri:4kAcl g snould to In eccordarD3'AM AIA75 I 4.'1m&,,muf40rerdAWS bi,�j 1n]ddiaii s.Ttaalrxr�edl�cntn�.�a�w�tiF►3 t.dgerx.Jelohee'�yrstruclu-al �, STRUCTURAL DETAILS stM:tl should arty topala'rnedtryScued,qtAlred lm4lk �1 "a.FCruplllkc:6:is,ugi;, >)j6ardrjmImw•6iac�eclr . � I bY Simpson Strong-Tie) -erax�n.n the�rf�rA w�a�'�. :r^6'�r?Deana m��.. ° p 9 ) SEAL&SIGN AT RPROJECT No. Lap.mint•Fillet WiMd * R�cisr CK21-016 ;P, GHF,4j� - DRAWN BY r� o� E ��.. C.K. CHECKED BY C.K. DATE: i 04.07.2021 i1 t 1' 21 DOB APPROVAL&[ATE DRAWING NUMBER S-5 Sheet 21 of 21 Fre0a;&Rfall l<ar6ove.111d W F1ere 134Vel I=ajVOe 4 Weld Dafj4il d�W M� flmp:ca�li�rn�.Tb��sn}Ixi'�£Jiu}iL�Mli�. / Cherico King Architect,P.C. Architectural Design&Planning 1 36-06 37th Street,2nd Floor 2 1 _ Long Island City,New York,11101 A-004 M004 I A-004 A-104 A-004 A-004 Tel:(718)392-0078 E-mail:cherico@ckingarch.com 32'-0' 32'-0' REY.Na REV.MTE oesaswnm O I O W.]&]@1 1591®FIXV PRp1AaNNtIRENEW R 2 W.1aID21 IGGUED FOR IGWNG REVIEW —————————— UP-17——— ————_- - —— — — 3 tfl04ama 6SAI®FOn WeRE11EW Li U — 36'LOW WALL 36"RAILING 36"LOW WALL I 0 B' " 1-3" 1'-3- 8' ;0 Balcony-0 8'-0 -0'' ° 2-9 4'-4' 6'-0" 4'-3° S-0° 4-3 6'-0° 4'-4° EL6293' � �E——_——I_<I L62.93' I D4 D4 D4 I OS © DS I——————————————— , zv; I I I u O I I hdeer I. 29'—B' Fon i I OWN Dining Area -_ -- D L Recreation Room t9e1 Y ® D' ® ® Master (EL.@ 54.92') ; m Bedroom D`1 01� I •i 'Hower '1 0 ` A-D64 D Great Room A-DD4 -p • hewer W6 'i W8 D12 1 •' STEEL D I I Walk-I w 54.70' COLUMN ® Closet SDSO O 4'-8° 6'-6° 11'-9' D RLF. • °I 6-p•SO • 1 •I ti I W Laundry/ D6 • - U7 STOR. .j I I .I ERR MF/, DOWN °P D "I Mechanical I �,Pant YYY i © �' 11-11 S'-tl' I' 1 p< Room I I Pantry ood D O I I — UP I UP D10 All ideas d Or ' o I tof I v orrepresented ythidrawingcreowned by ad �Cl..et tor the Property of Chaim King Architect PC,and•erc I 6'-3° - 6'-3°CL. - CL. seated,ewlred.and eaopee to use me e DID CL. -0 4'-Ori '-C' no connection with the specified p.*L None of such 1denR desi s arras D70 D10 a gn, gmnents,m reproductlon of plans shall be used by or disclosed to my person, o sO I D9 o Dg mD Bag, fmm,a mrPamUm for my purpose whatsoever Wa r without the express written.permission of Chaim 18 12 3' I D CL. OH O CL. am - King Architect.PC.Written dmensions on these W1 CTRIC Wt °i WS •i 0 Sp I\ /1 D10 drawings shall hove precedence over scaled HOT WATER D"' Se D10 © • \ i I D dmenslans.Contractors shell verify and be n HEATER Gary e I= I Stud Bedroom#2 1 \ 1 responsible for NI dimensions and conditions an the I tv �— I •i so I \! I Dg job,and this office must 6e notified of my variation — (EL.@ 54.92') ?I • D9 �J far amwlmNi dmen4ms and cmditims sham by these APPROXIMATE PULL—DOWN LOCATION OF HOUSE I (1 F.@ 63.92) STAIR SO 9 TRAP&CLEAN OUT •i SO •i _ �EL6.0, ".I I I O - © Applicant of record has at been retained for 1 1 ra 11'-6° 6'-T c 1z'-5' S'-0° '-s° Bedroom#1 a �} I�. I.:=I I I •i supervision of construction and Spaid/Pragress -------_--- i '� 1 -< in ectim. L Z Guest Room This plon is approved only for work mdiceted an the EL54.56' I I -I W4 I'cetion L. UNEXCAVATED I •'I 1p'-5° I I 4'-2° 4'-g• 4'-7° 54• 1 3 B' 1D'-9° B i ' - t '" optic specification sheet.All other matters Roof B' B° shown me not to be relied upon. 10'-9" vealr to be p1 considered either being approved or in accordance I'; Roofed Porch with applicable codes do-4 I----i 0 -EL54_56 --'_i O ' _ 2 I 1 _ 3,-• 4,-8- 31-9• 5-pv 4'-g° 4'-1° S-0° 2'-5" S 9° 4•-l' S-g" TO LEECHING POOL& A-DO A-p04- 19-11 12-l' 78 11" 12-l" EXPANSION POOL SEE _ SHEET P-100 FOR I 32'-0' LOCATION&DETAILS I - _ 2 1 - 2 1 -A-0p4 A-DO A-004 DP PROJECTADDRESS Constantine's Residence 1 BASEMENT PLAN r2 FIRST FLOOR PLAN r3 SECOND FLOOR PLAN 275 Miriam Road, A-001 SCALE 3/16'-I'-T A-001 SCALE 3/16--V-D' A-0B1 SCA E: 3/16"=1'-0' Mattituck, NY 11952 DRAINING TITLE LEGEND FLOOR PLANS: ELEVATOR NOTE: BATHROOM VENTILATION NOTE: CONCRETE FOUNDATION WALL(SEE STRUCTURAL PLANS) 1. THE NEW ELEVATOR IS DESIGNED FOR A PASSENGER ELEVATOR.IT 1. INSTALL VENTILATION EXHAUST FAN IN ALL BATHROOMS. MINIMUM 75 (BASEMENT, 1 st&2nd ALSO MEETS THE REQUIREMENTS OF ASME A17.1 PART V. SECTION 5.3 CFM. FLOORS) NEW EXTERIOR WALL WITH 2x6 WOOD STUDS @ 16"O.C. AND FOR PRIVATE RESIDENCE ELEVATORS. CLOSED-CELL SPRAY-ON INSULATION 2. ELEVATOR SHAFT WALLS TO HAVE(2)LAYERS OF 5/8"GYPSUM SEAL&SIGNATURE PROJECTNo. BOARD ON BOTH SIDE. LIGHTING NOTES: CK21-016 o NEW INTERIOR NON LOAD-BEARING WALL(SEE WALL DETAILS) 3. FOLLOW MANUFACTURER'S SPECIFICATIONS FOR FRAMING GUIDELINES. oRnvAray 4. PROVIDE MIN. 12"PIT FOR ELEVATOR. 2. ALL PERMANENT LIGHTING FIXTURES TO HAVE LAMPS WITH AN ® ELEVATOR SHAFT WALL WITH (2)LAYERS OF GYP. BD. 5. ELEVATOR CAB TO BE: 36"x4B"MODEL EFFICACY>= 65 LUMANS/WATT OR HAVE A TOTAL LUMINAIRE C.K. 6. ELEVATOR CAB HEIGHT TO BE: T-O" EFFICACY>=45 LUMENS/WATT. CHECKED BY 8" CMU WALL 7. ELEVATOR SHAFT DIMENSION TO BE: 54"44" C.K. 7� wt WNDOW TAG, (SEE WINDOW SCHEDULE) 04.07.2021 i D1 DOOR TAG,(SEE DOOR SCHEDULE) OOB APPROVAL&DATE DRAIMNGNUMBER O• SMOKE&CARBON MONOXIDE DETECTOR(HARD WIRED) A-001.00 sheet 3 of 21 Cherico King Architect,P.C. Architectural Design&Planning 32•-0 TABLE AMGSCHEDULE ACOMMONORSOXNA65AREP6MITEDTOBEUSED 36-0637thStreet,2ndFloor 3-1/2'WD.DBL TOP PLATE ) SCOWHFAEOTHERMSESTATEn bong Island City,New Yark,11101 JOFITDESCRPRON 40FNAB5 NAILSPACNG &NA655PACEDATfi OCATEDGFS I7ATMIHiAEDATE Tel:(718)392-0078 LINE OF FINISHED CEIUNG ROOFFRAh9NG SUPPOOORMORREFORN�ARMGAOFW'OOOSIRUCTUR&P WHERE �A� E-mail:cherica@ckingarch.com RfabTopPlangwraled) (taiTaNe33T6 parade PARTICLE BOARD DAGRAMS AND SHFARWAUS REFER TO aEv.no nEuonrE o�arrlav TAPE AND SPACKLE JOINTS Ca9mbroppitDaMdA (amTaNe33A1 paj¢i SECIONZIOS.NAISFORWALLSHEATHNGAREPEAMRTFD , aAxszm, Isam Foa mEuem+narsEvl�v+ EACH SIDE c212'jMbPrAPgz(F=W (MY&e n FxIlap TOBECOMMOKBOXORCASING. --- i *gbL4s=fttb: %a&3] Wkip C.COWdON OR DEFOAdIl SHNK me— C ) ( Te perfe 3-1/2'WOOD STUDS iss�oFaazcraw stvlex a ssaama ISSUMFosooeREVlsw @ 16 BmdogbRaEer(faenaied) 2•m emhad D.COMMOK I "O.C. EDEFORMED SHANK Y I RiaBaadm Ra (Fn w 1aNlad) :.16d Farllad 5/8"G.W.B.EACH SIDE WALLFRAMING F.CORROSION RESISTANTSIDNG OR CASING NAILS. I TopplambTapPmm(Pomaax 2.16d Pabd G.FASTENERSSPACED3'OCATEXTEI60REDGESAN06'0.C. 'I SWIDSSWIFatemdtd)� 2•16d 244''m KCORROS�IiESISTANi OOFNGNALSWRHTIIEDN. 4-3/4"ACTUAL IFadabHsadaff l 16d lVoeakrge]pe HEADAND Ill?LENGTH FOR I7SHKATHINGANDI3n4' I 5°NOMINAL ToporBolloci ebsod(0ewlm) 2-16d pm2x4dal LENGTH FOR2697 SHEATHNG. III i FINISH AS REQUIRED 3.16a pa2x6sW L CORROSION RESISTANTSTAPIESWTHNOMNAIVIS' 4-15d per2xBshd OROWNANDlll'LOMFORt7SHEATFONGAND117 3-1/2°WOOD SILL PLATE Bm=PabbFw1kktB3dkiiL 2-16d Fear LENGTH FOR2WSHEATF6NG.PANELMPPORISATI6' III m i BASE AS REQUIRED Bd3mtallodmB(Fde1) pAFIaUMFINSMATHE p��HECnONOFiHE w I FIN.FLOOR LINE FLOORFAANUNG yCASNGO(4FN6HNABS�ACEDEON PANEL EDGES,17 o I MbSiI,Top?&orGnkrUx aK 4•8d period ATINTRM DIATE SUPPORT ` r ; TYPICAL Bdaga4bjW(rmmbd) 2•8a md,ad K.PANLSIIPPORTSAT24.CASNGORFINSNwWSSPAM uI. I nM6gmJolCQowU4d) 2.6d PaAad 6'ONPANaEOGE$17ATNIERMEDIATESUPPORTS 2110 ROOF RAFTERS III 2z10 ROOF RAFTERS ; INTERIOR PARTITION 3.1/\ BaddgmSlmTaplme(ioeabdl J16d eadNmk LFORR(XIFSHEATHNGAPPUCATON5,6DMAASARETHE Led�rSOlpbBean(Fammied) 6d md1)o61 MN.READ FOR WOOD STRUCTUREAL PANELS ®16"D.C. @ 16"O.C. I S.T.C. RATING NONE JWmLe1ebBwg*raied) 3.8d Pero M.STAPLES SHALL HAVE IAN.CROWN WIDTH OF711V. Lai iII� I I i FIRE RATING NONE a and,wbtb.hda(Eramam) 3.76d Pero N.FOR RODFSHEATHNGAPPUCATM,FASTENERS SPACED III + Bad,IddbSBcrTopPob(Toeailed) 2-16d pafmd VOCAT EDGES,B'ATNTERIEDIATE SUPPORTS ROOF SHEATHING D.SUPPORTS FORSUBFLOOR&WSHEATHIAG&I&TO.CC.TTE III III j stucWpareh t7or EDGI:SIi ATLNTERMIATESUPPORTSFORROOFMTIING. D*dB-dSffi 2-6d Pew P.FASTEf MSPACEDe OCATEI)GES,B'ATNTBIUNTE Darvidar pirsuppod I CEIIAGZSHEATHNG a d iI I I I I I I 5/8'TYPE-X GYPSUM BD. Gyp=Wdbod 5dmmas rdpolP6eb WALL SHEATHING An mot designs,arrangements and plans indicated 2x6 WOOD STUDS @ 16'O.C. ��rdlimeh or I therpprropert property King Ar0itac%PC and were p W/CLOSED-CELL SPRAY FOAM IAE 3�gaB old created,ewlwd.a itdeedaped far ase on,and in INSULATION(MIN.3-1/2 THICK) ennneation with the specified praieet None of such of R VALUE= 20 2Yat TeWO-50 B shill be used by or disclosed to my ements,or person, �,5• 4,�psraWebmd Sdo�as TedgdlP6dd plans or,capaation�my purpose whatsapaa IHa Load 6d 17ac without the cures mitt.permission of CLetca 3/4°EXTERIOR GRADE PmtrlebouaPalet lid IT= King Architect,PC.XYitlen donmdons on these 2x8 PLYWOOD SHEATHING DapmMBmdShstq drawings shdl haw preaterscedence a-..led _ - lWarl)v 2-8d feawat be 12x8® - responsible espon ans.far of dime shill wify and io 16 0 SIDING BY'NU-CEDAR' 1]1Umaida }gel appal 0,and t for au dimensions bes and conditions ar the h OVER VAPOR BARRIER(TYVEK) FLOORSHFATHNG anted this af0on act be notified of any these 6°0. !roar the dimensions and can6nans sham by These Idrowin _ao I .. shcum Paco - x __I 1'al9 8d Ee0g rfidd knout. 1m redg9FW Applicant of record has not been retained far supervision construction Spedd/pragress TYPICAL EXTERIOR WALL o�aal inspection. CONSTRUCTION(1 HR RATED) �\ 4�a1� 3-Iw p"�arl 1tlPcrridx 3Bd pers,IppeA IV-N- 12'- (LOAD—BEARING) THICKNESS: 8' This plan is gnprowd only cr work ar m m e TABLE R301.5 .Pw,ca im spednaa a beet AB other manes she=are not to be relied upon,or to be MIN.ROOF LIVE LOADS IN considered ble1 hru,g pprowd cr b acardana with applicade codes. POUNDS-FORCE PER S.F.OF HORIZONTAL PROJECTION 2 ATTIC/ROOF FRAMING PLAN TR9JTARYLOADEDAREAINS.F. 4-002 SCALE 3/16'=1-0' FORANYSTRUCRA+A1h�ER ROOFSLOPE OTOXIO 201TO600 CWR600 FIAT OR RISE LESS 21 16 12 THAN 4 DL PEA FT.(I:3) RISE4ULPERFL•(13)TO FM525FASMERS PROVIDE SHINGLES OVER 16 14 12 LESSTHAN12IKPERFr.(I:Q FASTENf3t5FORASPHALTROM SSNALLBEGALVMMSIFR, RIDGE VENT PRaEcrAooaEss 3/4°PLYWOOD SUB-FLOOR RISE 12V4.F13SFT. STAPAESSSTEEHANKU,PLUIOIUMORCOPPERR00F1NG NABS,MU112 RIDGE VENT BY'RIDGE MASTER' ABOVE (")ANDGRFATER 12 12 12 GAGESSWAMUL3G'HFADASIMFI6E7,OFALENGTHTO Constantine's Residence PBMINSTALLED AS PER MANUF. INTO THERDOF THPG.W 7HERO�OFS FA�6� 275 Miriam Road, MNI WUNHBfD1SlRIDUTEDDE9GNIAADS M3f4'T°CKTMEFMTD8iS UPEOMIETIw O Mattituck, NY 11952 ASPHALT SHINGLE OVER (A&HtTDTABEAl0150FTFEIEW(@TIALIXBEOFNEWYO&(STAIE) KSHFATINGRMZASPNALTROOFMNGlESSHULHAYEA 24040 BLDG.PAPER ON 3/4-EXT. MROFSIXFASTQffRSPERSMNGIEWHERETHER00FISNONE DRAVANGTmE 30#GRADE PLYWOOD SHEATHING USE LNELOAD DEADLO OFTHEFIXLOaGCATEGOAIES-TEBASICWDMSPEEOPFR ROOF PLAN, DETAILS& FXTETBORBd1ODFVFS WPSF tOPSF P3012(4)IS 00 MPH ORGREATERANOTHE EAVE IS WABOVE _ GRADEP9DSIlFOTtR00FSLOPFS FROM 1WOVEAiICALUNITSN NAILING AND RIDGE BEAM(SEE SECOND FLOOR DEOfS 40PSF lN6F 12UNIMH=UPMRMUNnVERT•N12UMHORE FASTENING SCHEDULES ROOF FRAMING PLANS ON S-002) FLOOR JOIST(2)(10) SBAPSF ASPERRAB UNTSDIALLBE TWO LAYERS. ROOF RAFTERS JOIST HANGERED ATYSW7DgUfSTORINGE O R03PITCH) IOPSF IOPSF SEAL a SIGNATURE PRORCT No. (1)LAYER OF 5/8 TYPE-X CK21-016 OFF OF RIDGE BEAM(W/9 1/2" GYPSUM WALL BOARD ON METAL ATnMWBH0WdE(ROOFBRON3KM 20PSF IOPSF CLOSED-CELL SPRAY FOAM FURRING STRIPS(TAPED&SPACKLED) WAODERTHWMUNGROOtS 4OPSF IOPSF DRAWN BY INSULATION allMRDDZ 30PSF IDPSF C.K. G.W.B.CEILING �� �^N �� IOPSF aC.K. r C.K. (#UIORAlSAHOHA'dli4lS AIIP$F IOPSF GATE: RIDGE VENT DETAIL NOTE: RDDFL(BDwOuuEc4routDsxavlDOD 3OPSF IOPSF 04.07.2021 - SCALE: 1 1/2"= 1'-0" FIRE STOP ALL CONCEAL SPACES @2,500 SQ.FT. INTERVALS NTH COMBUSTIBLE MATERIAL DOB APPRnWLLB DATE IXANANGN MOER A-002.00 \_.J shear 4 of 21 Cherico King Architect,P.C. Architectural Design&Planning zl ZI DGE PROVIDE COLLAR TIES 36-06 37th Street,2nd Floor ILJ g 0 32'O.C. Long Island City,New York,11101 2i -- W Tel:(718)392-0078 _ ce 6� al E-mail:cherico@ckingarch.com �I MIDPOINT OF GABLE) II RV No RV Mrs DE s4 nod PROVIDE CK CLOSED-CELL SPRAY FOA lI1INSSSSSS INSULATION IN 1 M.aiffiI 1591m FOIi PRH1EANARYRENEW I CEILING(R-4b) : msa;nl IssuEOFOA zaaao REVIEW N a 09r8= ISSIIEDFMR REVIEW ATTIC(UNFINISHED) IL EAVE GYPSUM BOARD COMPOSITE DAR _ BY'NU-CEDi1R'BEACH HOUSE SHAKE SIDING OVER In 12" 12 II WATERPROORH�G MEMBRANE 2nd FLOOR(F.FL.=74.92') I 2nd FLOOR(F.FL.=74.92') PROVIDE 12'CONTINUOUS SPRAY --- - 0311INSULATION ALONG PERIMETER. - - 5/8-GYPSUM BOARD ROOFED WITH 301/2'MINI UM O.C. PATIO l i OSEDOCEL( AU RAYEFOAMS 20) OUTSIDE CO ED NTH 12' 12 EXTERIOR GR E PLYWOOD 63.92' 1st FLOOR(F.FL.=63.92') IG ADE 1st FLOOR(F.FL.=63.92') SHEATHING I STONE PATIO E 61. r _ E Wi 1" --'__ Side Indowl tt+ 5/8'GYPSUM BOARD EL62.93'- ;{ — data ! --------' GARAG E a CONCRETE SLAB OVER POOL _{ ----- �_� DOOR VAPOR BARRIER&6'CRUSHED 411 L.9 EXTERIOR STEPS — �-- _ _ _TOP OF EAST FOUNDATION WALL m STONE BASE ON VIRGIN SOIL ON EAST WALL :__, I GARAGE SLAB®EL.5492' m EL54.65' PAVED DRIVEWAY BASEMENT GARAGE SLAB 0 EL.54.92' m GRADE STONE PAR [� e — � PERFORATED DRAIN PIPE F?71 II CROSS SECTION PROVIDE INSULATION WOE PERIMETER All epre designs,arrangements and plods indicated y end Sa'-D' RIGID INFOUNDATI AROUND THE th rprop elted by this dKing are owned by and ENTIRE FOUNDATION the property of Oledco King Architect PG and sere A-004 SCALE 3/16'=1'-0' created,evcl%,K and developed for use an,and inBUILDING LONGITUDINAL SECTION - 1 connection with the specified project,None of such A-OD4 SCALE: 3/16'=1'-0' plers shall be sed by or disclosed tawny person. ram,or corporation for any purpose whatsoever without the express written pamisston of Chedco King Architect,PC,Vhitlm dmmsions m these drawings shill have precedence over scded dimensions Contractors shell verify and be responsible for alld'unensions and conditions on the job,and thisfice of must be notified of any variation from the donors re and conditions sham by these drawings. N11 Raoz13 Inseuknobdad Fedestranme WI. r,.;..a s-s;z„.•,se• .:st.;e...?.,sx h«a c.v�.e-mcrTae�<wz.<._.a. en:c<?i�-:..:. es iec nus..nxa,>x+ Appfiemt of record has not been retained for t....�•_.,-, .,.t:A.:.m:+twe,er:r..rxcrm co.-r.- - >.v*sr e:..s,-,.,;*,,;r. supervision of construction and Specid/Prugress Inspection. txvl tz ra l ( ALL ROOF JOISTS TO BE duuhnn c -sr eeamarra vs mvorieen This plon is opRoved only M work Indiwled m the j p 2x10 0 16'O.C. .oath r sny, eavn appication specif-ti.ehoet.All other matters �; ors .t:w�rnanau snucarra o a na_ W,u rtaoa oysr anr� svac[� she.me not to be relied upon.or to be W M,OPOINT Of GAB E I I mnz vrr.Erenv ixa— verxAnaN z WALL t< NAle your_. vau considered sdered either being approsed or el acoordanco snag• VAL. z � Auue x-lAwe r R with applicable codes PROVIDE 8'THICK CLOSED-CELL vraae.. oeaile rywe SPRAY FOAMS INSULATION IN CEILING(R-49) >a o3z awe c. w �s id s , .ice:.. .•* ( N NI H D j is o,3•; xss ns. h '�"` :" .Figs •s:rs C zv_ ALL WINDOWS TO BE*ANDERSEN c; WINDOWS'A-SERIES LOW-Ers:z+ �s SMARTSUN,SEE SHEET A-005 FOR yce.}Er s:rs aa,aR -Ts- SPECIFICATIONS - -- U-FACTOR: 0.27 _ SHGC: 0.18 PROdECTADORESS 2nd FLOOR(F.FL.74.92') Constantine's Residence 2020 ENERGY CONSERVATION CODE OF NYS 275 Miriam Road, ROOFEDMattituck, NY 11952 ROOFED PAR DRAWNG IITIE PORCH BUILDING SECTIONS 1st FLOOR(F.FL.=63.92') EL.6 92' 41 STONE PATIO _ SM SIGNATURE PRO.ECTNo.7—_—___—_—___ TT_____�_—_ +I f Window Windoi l Window I `--EL.62.93' DRAWuar CK21-016 TOP OF WEST FOUNDATION WALL J II POOL �I C.K Y, I EDBY El .65' GARAGE SLAB®EL54.92' PROVIDE VAPOR BARRIER RIGID INSULATION OVER FOUN OVER cNECIK WALL(R-VALUE=10) CK PERFORATED DRAIN PIPE 04. 04.07.2021 PROVIDE 2e WIDE PERIMETER DOB APPROVAL B DATE DRAWNGNIAIBER RIGID INSULATION(4-THICK) A-004.00 2 BUILDING LONGITUDINAL SECTION - 2 4'CONCRETE SLAB OVER sheet 6 of 21 A 004 SCALE: 3/16'=1'-0' VAPOR BARRIER&6'CRUSHED STONE BASE ON VIRGIN SOIL 1 1. t - 11 - - - - an'in�ii:Inil, •11 t= •innnnnnll®ion,. ,., Iirl�numnn■1lunnnl. 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Cherico King Architect,P.C. S U RAT EY OF PROPERTY Architectural Design&Planning 360637[hStreet 2ndFloar LOT 32 - MAP OF BLOCK 1 , y s � °t Long Island City,New York,1 I I0I TelCAPTAIN KIDD ESTATES r E-mail:Shen.-0@078 g +' �' � E-mail:cherico cldn azah.com ' FILED:JANUARY 19, 19A9 -MAP NO. 1.672 , REV.rm REV.DATE OESLPoPaON SITUATE •KdWv t D �. 1 d3fianl IS51®FORPREl1MNMVREV�N1 ] e.1— 4541E9FazZ .PPIIEW Iv]ATTITUCK 3 asasmn ISSJEDFei OOSREVIEW TOWN OF SOUTHOLD SUFFOLK.COUNTY,.N.Y. TAX MAP NO." 1000.099 00.01.00-028.000 LOT 15 LOT AREA:10,500:00 S.F.(0.241 ACRES) DATE SURVEYED:NOV.6.2020 -ELEVATIONS REFER TONAVD88 — N52�00-5'00r'E 50.00 ------- -- 0-- __ FdDN.Fh1D: -- - _ - - -��_ 0 30 60 'CaPSIOPE >8 - CJ _ ---------- Feet ------Y- O r -- O ; T- S CAL E: 1 INCH= -3 O FEET BAR.i o O a tncso a 0 COMPOSITE DECK a ryv� dill TEST HOLE(NOT TO<cA�EI_ �.� +erss >� 35.3' !1I 51-IzAWVN hn.SARRON 1OS. 60;2Z. 953. WA,il' t-r DATE:C OBE3"L a,202C .O s 0.13w I TI II o r l pp 1 STORY m a :I DEMO EXISTING I O FRAME: . III I GRADDE ELEV.53.95 I I ANDY'LOiw Sit o� RESIDENCE 13 z I �I1 FRAME HOUSE 8 #275 PLAT. ? :II INCLUDING ITS II-- II FOUNDATION& - 5, 2. Y I II FOOTING All ideas designs,mrelgements and plans Indicated TIPPER FENS II - I(=-= ar represented by this d-b q are amed by and the prapaty of Chad o King Ndliteet,PG and arse m 2� I Tc_jl -II I emted,e.W.ed�and developed for use m,and In 16! idea SP b410EDSAND1MTH GFL-54.'Y9 (p n m. �_�I II cannection pith the specified project None of such roduction of G?.AV2I_ 22iL Yt$ X 'm I -�I=__==_I I Plans shot t be uses.desligns, d by�n disclosed to my Person, + 22.4' lean,or carpor for any purpose a hot-- �ihaut the a press rrittm permission of Chance King Arhitact,PG Ripen dmensions on these 15, - 0 �lk, BIaDCC[<^ I I dravings shell have precedence a�sealed WALL. � r dunensims Contractors shall ven and be cc NCAETE r responsible to 0 dimensions and conditions on the :0W.ATER ENCOUNTERED d Inthegs.dmmsims and condifima shorn by these _ job,and this office must b notified of my va6atim �5a Applicant of record has net been retained(or \\\ sup-ision of-sWdim and Spedd/Progress frZ;0ii7=C1 119W `-'.BLK. I nspectim. WALL 0.6E O ►�., 4 4 a n I This plan is approved only for amrk b dicated on the +� application specification sheet All other matters sham are not to be relied upon,or to be PART OF LOT 14 LOT 31 !�1 I n eonsidmui either being approved or in acaonfame Y�y- ,�AD.JACENT C ) - I --------- 52 r riU applicable codes LMI_ CHAIN LINK �j PENCE 9` Cl o 0 x sEli $ - 0511 Z Oate., O •'! ___I -- I PROJECTADDRE55 PI «! I = Constantine's Residence o N S 275 Miriam Road, 'po I ,ter Mattituck, NY 11952 o o <�. �$ ,, II P O �S>)O i / , �, DRAvdNGnnE 4Bi L. 357.48 J 357.48' HOUSE DEMO PLAN __-- isoa 000 S52'0010011W,' LMLAlk. ,� SEALd SIGNATURE PROJECTNa. CK21-016 DRAWN BY Cad OF 0 C.K c () JS O w j ->� 0 01v Mo P 8`RRGNj CHECKED eY Irk DATE: WATER a `T' pV6 04.07.2021 r 47 CS�d DOB APPROVAL It DATE CRAW{NGNUNBER I tON.FND. D-001.00 EXISTING SITE PLAN Sheet 2 of 21 EXISTING SURVEY ool SCALE: I/16"= 1'-0" N52°00-00"E 50.00' INDEX OF DRAWINGS: Architectural Design&Planning P.C. 1. T-001 TITLE SHEET,PLOT PLAN&ZONING ANALYSIS ____ 36-06 371h Street 2nd Floor 2. D-001 EXISTING HOUSE DEMO PLAN - -- �-_-_ _dear Long Island City,New York,II101 W s3fixa - --v-—- UT-7- Tel:(718)392-0078 3. A-001 FLOOR PLANS:(BASEMENT,1st&2nd FLOORS) 7-- POOL E-mail:cherico@ckingarch.cam 4. A-002 ATTIC/ROOFPLANS&DETAILS - --____5. A-004 ELEVATIONS - -_'_- --_-- Rsv.rn REvoaTE orsaarrlo„ _ (0 1� G 6. A-004 BUILDING SECTIONS �� J _" «�sxm nssnn3)FIXi RiahJ1RM"REMEW BACKWASH (pyy 1 POOL a NOTE: _ nT 7. A-005 WINDOWS&DOOR SCHEDULES,WINDOWS SPECIFICATIONS. �, FENCE POOL PROTECTION PROVIDE 4'-0"HIGH z madam nssusnFwzaarw RENEW o mroosm SPINE B. A-020 GENERAL NOTES&HAVC SPECIFICATIONS. s asrazon IssumFOR ooa RENEW PA (a+ 7 �I 9. A-030 ABBREVIATIONS&GENERAL NOTES. I O'xt8' f`sl lV,•' F6WF._...___..-� ,,.`I G� 10. P-100 SANITARY SYSTEM DESIGN POOL . ROOF DRYWELL '•' e '' N ROOF DRYWELL I I G 11. P-200 PLUMBING NOTES&SANITARY RISER DIAGRAM 12. EN-1 ENERGY ANALYSIS(1 OF 5) ___ I it 'up APPROXIMATE LOCATION 13. EN-2 ENERGY ANALYSIS(2 OF 5) �'I pARO(ON GRADE) it l PROPOSED STONE I I' OF EXISTING HOUSE 14. EN-3 ENERGY ANALYSIS(3 OF 5) iL g'_0'ii J2'-O' I D. I (TO BE DEMOLISHED) 15. EN-4 ENERGY ANALYSIS(4 OF 5) PROPOSED t; 16. EN-5 ENERGY ANALYSIS(5 OF 5) ua:u a ------- =l 3%3' 5 BEDROOM 21STORY CONCRETE PAD j FRAME liolTs>r 17. S-1 FOUNDATION PLAN (by JOSEPH FISCHETTI,PE) FOR AIR PUMP is'fFLi2f=LEv.=64.1Y APPROXIMATE LOCATION 18. S-2 BASEMENT,1st&2nd FLOOR FRAMING PLANS AND CONTROLS OF EXISTING CESSPOOL TO 19. S-3 ATTIC&ROOF FRAMING PLANS,STRUCTURAL DETAILS BE REMOVED. Co.IN 20. S4 STRUCTURAL DETAILS(by Simpson Strong-Tie) PROPOSED„ +� ELECTRICAL `r BA,SEMENT� 21. S-5 STRUCTURAL DETAILS(by Simpson Strong-Tie) 2-STORY FR�TME oxu o APPROXIMATE LOCATION CONNECTION IN NOLF I -_--HQU __=__� OF EXISTING HOUSE CONDUIT PORCH she oo(Ftprint=1,616 sf) GAR l (TO BE DEMOLISHED) VENT LINE E' SSO I+ CONCRETE CURB INDEX OF DRAWINGS GARAGE G.FL=54.92' AIR DNE Up HYDROACTIONANSOO I `'•I i '� �, �' '�` x ' f $APPROXIMATE UG ELETA. .s�9 +42LOCATION OF u EXISTING UTILITY SERVICE LV FROM (C- - POLE ) PROPERTY LINE �, "*s g s _ �'.v '' h '� "'" -sue_____ _ APPROXIMATE LOCATION s I.=_ -,h °` Ss t a OF EXISTING CESSPOOL PROPOSED a up I§ TO BE REMOVED. ao WATER sERvlcELIP a` APPROXIMATE iN 121 B'Dia x BDeep (GRAVEy 1 r 3 y 3 wsa f re t t x / LOCA ION OF i An ideas,d®gns,arrangements and pans indicated Leaching Pools Wit S' , \ -I r EXISTING UTILITY 52_- «represented by the drawing ore dined h d f EP r Ass NTYss , _ __ r epresm y TRAFFIC COVER W/ ���' / € r '� •; t�F; POLE&OVERHEAD ---------- 'I the property of Olaiao Kng Architect PG and were heavy duly Gast Iran covers ",I *'�s y { aQ / / x �.Y-. LINE. aeate4 evolved.and devdaped for use an,and H min..6016s.to grade ,X° # $ //'; ✓ r< w 's .n, Ideas,don n% thespecified L None of suof ch _ W / ��" a y .� y v � � � F f � ,a (REPLACE WITH NEW pfOfeC 1 BDiaxBDee of-1- ,��'�i�"`x "` f:` surue' w Z ;r t_ GRAVEL I Plans s II be used cyv disclosreproduction d loamy m person. [1 p / � � a UNDERGROUND Expansion Pool W/TRAFFIC O c�, DRIVEWAY �•` �"� � y ca oration far myan purpose whatsoevery O ASPHALT/ I`tom/ ,�i ,) �, '' $ �g �` ELECTRICAL SERVICE ( ) I �� without the xpress written permisss ion of Chaim COVER Wi heavy duty cat Iron TO THE HOUSE) O O �' +'' Iiing Ardliteek PG 1hitlen dimensions an these covers min 60lbs.to grade.THIS I ; /c �.�a�. �4 °� Lssra�, r ya - �' drawings shall have precedence over scaled POOL TO BE INSTALLED WITH I CD � ''3 j ! � 'l - > dimensions.Canbaators shin verify and be OTHER LPS Zr �a ,/ ,N ''43' '.,s 3^"' SD ' I/ responsible for au d'anai5ims and ConGUm9 an the /J7y ��y h ,O,yg Q job,and this office must be notified of any varia0m - + r• ,�'' Y, i from the dimensions and canditians sham by these 357A6 drarnngs. JJ•' S '00%W 50.00' ?s `un: APPROXIMATE '` Applicant of rewd has not been retained for LOCATION OF Et(ISTING / r 'S' y,"� ��""" Y = supmisun' o1 construction and Spedd/Progreas UTILITY POLE �/i APPROXIMATE LOCATION / / Dad �,a� AREA MAP ASPHALT I This plan is approved only(or work indicated an the OF EXISTING WATER MAIN. tt1R 1 DRIVEWAY ��'' I 'P application specification sheet NI other matters \na O Rt APPROXIMATE i �s shown ore not to be relied upon,«to be (PROVIDE NEW 1-1/4- / �.JBU .®. 48 'UNDERGROUND WATER "l5p WAOL LOCATION OF EXISTING i 4� nusderedci er�b�g approved«n accordance MAIN SERVICE TO THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UTILITY POLE & HOUSE) 2020 PLUMBING CODE OF NEW YORK STATE OVERHEAD LINE. 357.48' 2020 MECHANICAL CODE OF NEW YORK STATE (REPLACE WITH NEW --- -- --- UNDERGROUND ELECTRICAL SERVICE ENERGY CODE & RESCHECK (2018 IECC) TO THE HOUSE) SITE PLAN APPROXIMATE LOCATION ROaa OF WPC EXISTINGOF(PR VIDE EW 1-1/4AIN. \\\P B31_R\GN APPLICABLE CODES UNDERGROUND WATER l5p��\ PROTECT ADDRESS MAIN SERVICE TO THE N Constantine's Residence DZ NING HOUSE) 275 Miriam Road, ADDRESS. 275 MIRIAM ROAD, MATTITUCK, NY 11952 Mattituck, NY 11952 LOT No. 1000-099.00-01.00-028.000 DRAWING TITLE SITUATED IN MATTITUCK, TOWN OF SOUTHOLD SOFFOLK COUNTY, NY SITE PLAN T-001 SCALE: 1/16"= l'-O" SITE PLAN LOT AREA: 10,500 SF(0.241 ACRE) r 280 ATTACHMENT 3 SEAL a SIGNATURE PROJECTNo. TOWN OF SOUTHOLD CK21-016 BULK SCHEDULE FOR RESIDENTIAL DISTRICTS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DRAWN BY MINIMUM REQUIREMENTS FOR 1-FAMILY DETACHED DWELLINGS: (PROPOSED: 1-FAMILY DETACHED DWELLING) C K LOT SIZE 10,000 SF (EXISTING LOT SIZE: 10,500 SF) LOT WIDTH: 6U-0" (EXISTING LOT WIDTH: 50'-0') WIND DESIGN SUBJECT TO DAMAGE FROM C1IECKEDBY LOT DEPTH: 80'-0' (EXISTING LOT DEPTH: 210'-0") GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN C.K SNOW Speed' Topographic Special Windbome DESIGN Frost DESIGN UNDERLAYMENT HAZARDSs FREEZING ANNUAL DATE: FRONT YARD: 30'-0" (PROPOSED FRONT YARD: 101'-6") LOAD* (mph) effectsk wind debris CATEGORCATEGORYWeathering' line Termite` TEMP' REQUIRED'' INDEX! TEMPj `,l PRIMARY FRONT YARD: 30'-0" regiort' zone' depO D4.07.2021 SECONDARY FRONT YARD: 20'-0" DOB APPROVALaDATE DRAINING NUMBER % SIDE YARD: 15'-0" (PROPOSED SIDE YARD: 9'-0", SEE ZONING BOARD APPROVAL) BOTH SIDE YARDS: 30'-0' (PROPOSED BOTH SIDE YARDS: 18'-0", SEE ZONING BOARD APPROVAL) 20 PSF 130 NO NO YES B SEVERE 48" MODERATE 15 YES FROM MOOS 510 54.4°F T-001.00 REAR YARDS: 30'-0" (PROPOSED: REAR YARDS: 54'-6") TO HEAVY FIRM MAP (RIVERHEAD) (RIVERHEAD) UVABLE FLOOR AREA: (PER DWELLING UNIT): 850 SF (PROPOSED: 3,232 SF) shoat 1 01 21 MAXIMUM LOT COVERAGE: 20% (PROPOSED: 207) NOTE BUILDING HEIGHT: 35-0" (PROPOSED HEIGHT: 35'-0") ALL DATA SHOWN ABOVE WERE RETRIEVED FROM 2020 RESIDENTIAL CODE OF NEW YORK STATE AND NUMBER OF STORIES: 2-1/2 (PROPOSED 2-1/2 STORIES) LATEST DATA AVAILABLE FROM THE CLOSEST REGION. Cherico King Architect,P.C. Architectural Design&Planning WINDOW SCHEDULE(BY ANDERSEN,A-SERIES) WINDOW COMPLIANCE NOTES: PRODUCT PERFORMANCE 36-0637th Street,2ndFloor Long Island City,New York,11101 ALL WINDOWS CONFORM WITH BUILDING CODE SECTION R303 LIGHT, Tel:(718)392-0078 TAG# LOCATION MODEL# SIZE TYPE QUANTITY REMARK GLASS AREA(sf) VENTILATION & HEATING M1maMM-Unelt°bl unit Pe°«wrta-DmH`mreGGs E-mail:cheriw@ckingarch.com avr raaw as�.s":,,ro",m®,win°am,..m. 0 BASEMENT-GARAGE ACW3040 3'-0"x2'-0" AWNING 2 12 REV.ND REV.pnIE OE'xanP110N i R303.1 HABITABLE ROOMS w2 BASEMENT-BATHROOM AAN2018 2'-0"xl'-8" AWNING 1 3.32 HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS . ,y` v t -0'} ` ` "" x i f = ' o,�aor IswmFmFpflrxwxar RErotEw THAN 8 PERCENT OF THE FLOOR AREA. / 1 a a a.+am: 159.FOR 2IXdNG REYEW w3 BASEMENT-REC.ROOM AAN3018 3'-0"x1'-8" AWNING 1 4.98 THE OPENABLE AREA TO THE OUTDOOR SHALL BE NOT LESS THAN 4 PERCENTS a"i a OF THE FLOOR AREA BEING VENTILATED. ALL WINDOWS ARE CASEMENT ice% y a a °flGfl30� 'm mrm ooe REV Ew wa 1F-GUEST&STUDY ACW2460 2'-4°x6'-0"(TOTAL=4'-8"x6'-0") CASEMENT 2 (2)2' 4°x6'-0" 27.96 WINDOWS WITH 100 PER OPENING EQUAL TO THEIR SIZES. ©s IF-STUDY SIDE WINDOW ACW2460a 2'-4"x6'-O" CASEMENT 1 (1)2'-4"x6'-O" 13.98 R303.3 BATHROOMS ' s w6 1F-KITCHEN ACW2040 4' 0°x4' O° CASEMENT 1 (2)2'-O°x4'-O" 16 ,T BATHROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT Q 1F-STAIRWAY, ACW3060 3' 0"x6'-0" CASEMENT 5 TEMPERED GLASS 90 LESS THAN 3 SQUARE FEET. 0 1F&2-F BATHROOMS ACW2038 2'-0"x3'-8- CASEMENT 4 29.28 R312.2 WINDOW FALL PROTECTION WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION Ps- y ws 2F-FRONT BEDROOMS ACW2450 (2)2'-4"x5'-O"(TOTAL= 4'-8"x5'-0") CASEMENT 2 (2) 2'-4°x5'-0" 37.28 R312.2.1 AND R312.2.2 "� r _ i t, z r _ a y.,,,•,¢ e R321.2.1 WINDOW SILLS ` x ® 2F-FRONT BEDROOM SIDE WINDOW ACW2450 2' 4"x5' O" CASEMENT 1 (1)2'-4"x5'-O" 11.65 , f 7 s IF TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LESS THAN 24 Wll 2F-FRONT&SIDE HALLWAY,MBR ACW3050 3' 0"x5'-0" CASEMENT 1 (1)3'-0"x5'-0" 15 INCHES ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES ABOVE yx z °. -� ,< 4 `; `-j THE FINISHED GRADE, THE OPERABLE WINDOW SHALL COMPLY NTH: w°+ 3 4 © ATTIC ACRD3o 3'-0" 0 SPECIALTY 2 14.12 1. OPERABLE WINDOW OPENING WILL NOT ALLOW A 4-INCH-DIAMETER € y 5 A SPHERE TO PASS THROUGH WHERE THE OPENING ARE IN THEIR LARGEST TOTAL WINDOW AREA= 270.7 SF ro WINDOW #7 von OPENED POSITION. ALL WINDOWS IN THE STAIR LANDING AREA TO BE 2. OPERABLE WINDOWS ARE PROVIDED WITH FALL PREVENTION DEVICES THAT CONSTRUCTED WITH TEMPERED GLASS. COMPLY WITH ASTM F2090. ru z 3. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING DEVICES THAT - - o MEET OR EXCEED CLEAR OPENING OF 5.7 SF OR 0.53 M2, CLEAR OPENING WIDTH OF 20" (508) AND CLEAR OPENING HEIGHT OF 24" (610). COMPLY WITH SECTION R312.2.2 R312.2.2 WINDOW OPENING CONTROL DEVICES ' WINDOW OPENING DEVICES SHALL COMPLY WITH ASTM F2090. THE WINDOW 1 e EXTERIOR DOOR SCHEDULE(BY ANDERSEN,A-SERIES) OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN THE AREA . , TAG# LOCATION MODEL# SIZE TYPE QUANTITY REMARK REQUIRED BY SECTION R310.2.1 y ag� Dt GARAGE TOD IO'-O"x7'-6" - 1 OVAL TOP E r AB ideas aagns a angemens and pans n6mted represented by this drawing a aed by and Dz BASEMENT-SIDE ENTRY FWOD30611 3'-O"x7'-O" INSWING 1 FRENCHWOOD HINGED INSWING PATIO DOOR �=g �,q r tea' m"° he rerc property of Che ice Ifmg Architect,PC and wero i..,�',.,• °j�' pave,°`+"... ," .w,", ., ., vented,evolved,and developed for use on.and'. connection with the specified project None of such D3 1st FLOOR ENTRY DOOR TED 5'-4"x8'-O" INSWING 1 (2) 32" SWING DOORS. (Min. egress width = 32") EMERGENCY ESCAPE AND RESCUE OPENINGS NOTES: r. Ideas,designs,arrangements,or reproduction of az. plans shall be used by or distlosed to any perem, Da 1F-REAR WALL FWGD 6'-0"x8'-0" GLIDING DOOR 3 VERIFY WITH ANDERSEN fora,or corporation for any Purpose whatsoew R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED without the express written permissim of Cherico Ifing Architect PC yhillen donensims m these CTURIL D5 2F-MASTER BEDROOM &BATHROOM FWGD6084 6'-0%7'-0- GLIDING DOOR 2 VERIFY WITH ANDERSEN BASEMENT, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT NaN '© r' drawings shall have praedmce aver scaled AA..,,77 LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. dimensions Contractors shell verify and be mopon.ble far all d'wnenslons and conditions on the .. Abaetthe NRIC A,,dWlaael jab,and this office must be notified of any vmiation' R310.2.2 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES maxawN Ma cams c+ °ram+°<am a wu pew. wan: W am. mva..m«w from the dimensions and canditions shown by these INTERIOR DOOR SCHEDULE EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE OPERATIONAL FROM THE ^'°" na,g '.� °�•°s man i�nx.rm d""9� D6 BSMT-GARAGE,MECH ROOM HM 3'-0"x6'-8" FPSC 2 FIRE RATING: 45 MIN. INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL :x o >mxim.m:Mmmrctas -.axi<® .m:r<«,w«« land m°,a �,,..1«v;..pz,6a amerc.�„aa Appgcan[of retard has not been.tamed far KNOWLEDGE. WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING AS A °R NRg , F,a;, mpervisim of construction and Special/Progress D7 BSMT-STORAGE ROOM WD 2'-6"x6'-8" -- 1 FIRE RATING: N/A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY WITH "sp`dm' ASTM F2090. De BSMT-BATHROOM WD 2'-6"x6'-8" -- 1 FIRE RATING: N/A 6vrSMt ..siazaoac".aba.lm rrS spc_lsxsn7n v,asx m«a This plan is approved oNy for work indicated on the oppsmtian spe ifimtion sheet All other.otters Ds ALL BEDROOM(1F=8'-O", 2F=7'-0") WD 2'-8"x7'-O" -- 1 FIRE RATING: N/A R310.2.1 MINIMUM OPENING AREA Shown are not to be relied upon,m to be EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR ""`°""""" ;"' wondered elther being approvedm in aacordona oho ALL CLOSETS(1F=8'-O", 2F=7'-D") WD 2'-4"x7'-O" -- 1 FIRE RATING: N/A OPENING OF NOT LESS THAN 5.7 SQUARE FEET. t pammRa7 n,e with aPWi`able mdm THE NET CLEAR HEIGHT OF THE OPENING SHALL NOT BE LESS THAN 24 i e6ww on MASTER BEDROOM WD 3'-0"x7'-O° -- 1 FIRE RATING: N/A ' INCHES AND THE NET CLEAR WIDTH SHALL NOT BE LESS THAN 20 INCHES. Dlz MASTER BEDROOM CLOSET/BATH WD 2'-8"x7'-0" -- 1 FIRE RATING: N/A spat°°c n R312.2.3 WINDOW SILL HEIGHTS ou WHERE A WINDOW PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE S^ e Ron m6mecova re'al pu°,a T D.aPa'°i.WrM1a6a'e.JtatC OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT LESS THAN 44 INCHES Anderser � «�6`t �6N ABOVE THE FLOOR; WHERE THE SILL IS BELOW GRADE, IT SHALL BE PROVIDED NATURAL LIGHT&AIR VENTILATION WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3 P d ;n r --= CTADDRESS LOCATION AREA(sf) W1NDOW AREA(sf) PERCENTAGE HABITABLE EMERGENCY EGRESS DESIGNATION uFaa«w:a xavve.ao°,. - taaetGr PERFORMANCEdR�Ns�s�tl PRO.IEnstan (%) SPACE r ""c° .rem+ gh 0.24(y.36 0.77 ' "�a" `°"9m51a Constantine's Residence ar,,.h.taa„ � tam 275 Miriam Road AOOMORALPERFORMANCE RATINGS fielvrae orrea, "aR a N,OUT®mlmwrd`Wloiru'1 E ! . Nre;a o.ao - a,m ,e Mattituck, NY 11952 GARAGE 469 wt Q 6+6= 12 2.5 NO �°eIDi°"x ad°� BASEMENT-RECREATION ROOM 607 Q Dz 6+21 = 27 4.4 NO YES(SIDE ENTRY DOOR) Dz "°`" "°°°"`�°�"""'°"" DRAWN G TITLE nurxxm,,,toriepianaem iya IF-GREAT ROOM 433 Da Da 64+64= 128 29.5 YES D4 8'-0°x8'-O"SLIDING DOOR b ra«°«aap«aw ax,ff WonnA krue. WINDOW&DOOR Imda6.an{smW.:ci:lx'cay- 1F-KITCHEN 271 we Da 16+64= 80 29.5 NO SCHEDULES AND IF-GUEST ROOM 162 was 27.96 17.2 YES wa 28"WIDE CASEMENT OPENING SPECIFICATIONS �� '-+."C�CLG.Ya DedPRnmrt p�RNnp IF-STUDY 142 wa°ws a 27.96+13.98= 41.94 25.3 YES wa 28"WIDE CASEMENT OPENING -___ SEAL&SIGNATURE PRDhCTNa. CK21-016 2F-BEDROOM #1 167 wee 11.65x2=23.3 13.9 YES 0 28"WIDE CASEMENT OPENING aRT_ir„ DRAWN BY 2F-BEDROOM#2 154 w9'©D° 233+11.65=34.95 22.69 YES O 28"WIDE CASEMENT OPENING WINDOW SELECTION: ..�-- C.K. 2F-MASTER BEDROOM 410 Q 0 18+18+42= 78 19 YES Q 36"WIDE CASEMENT OPENING ANDERSEN WINDOWS A-SERIES M e_ cREc�Der ns CASEMENT&AWNING WINDOWS WITH LOW-E C.K. SMARTSUN,WITHOUT GRILLES an DATE: \. NOTE: 04.07.2021 ALL EMERGENCY EGRESS WINDOWS DESIGNATED ABOVE CONFORM WITH R310 EMERGENCY ESCAPE AND RESCUE OPENING DOB APPROVAL B DATE DRAWNGNUMBER e MEET OR EXCEED CLEAR OPENING OF 5.7 SF OR 0.53 Mz, CLEAR OPENING WIDTH OF 20" (508) AND CLEAR OPENING HEIGHT OF 24" (610). A-005.00 Sheet 7 of 21 Cherico King Architect,P.C. GENERAL NOTES: Architectural Design&Planning 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, PLUMBING NOTES: OBTAIN ALL DIMENSIONS TO INSURE THE PROPER STRENGTH, FIT AND LOCATION OF THE 1. ALL PLUMBING WORKTO COMPLY WITH 2O20 PLUMBING CODE OF NYS AND LOCAL CODES AND TO BE 36-06 37th Street,2nd Floor STRUCTURAL WORK; REPORT TO THE ARCHITECT AND ENGINEER ANY AND ALL CONDITIONS INSTALLED BY LICENSED PLUMBER. Long island City,New York,I1101 WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND p. INCLUDE ALL PIPING;DOMESTIC HOT AND COLD WATER,SANITARY AND SUPPLY AND HOOKUP OF ALL Tel:(718)392-0078 COMPLETION OF THE NEW WORK. NOTIFY ARCHITECT OF ALL CHANGES. FIXTURES SCHEDULED ON DRAWINGS;AND INSULATION OF DESIGNATED PIPING RUNS SHALL ALSO E-mail:chencoQcktngazch.com REQUIRED. CONNECTION WHERE R . I 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND INCLUDE ALL GAS PIPING AND EQUIPMENTsEv.No rs,v.oATE oesrncnwrroro THE NEW YORK STATE BUILDING CODE LATEST EDITION. ALL REQUIREMENTS IN THE CODE SHALL 3. ALL ITEMS,SUCH AS FITTINGS,ETC.NOT MENTIONED BUT UNDERSTOOD TO BE NECESSARY TO BE ADHERED TO AS IF THEY WERE CALLED FOR, OR SHOWN ON THE DRAWINGS. THIS SHALL COMPLETE THE PLUMBING SHALL BE INCLUDED. ' a.xaa+ Issu®FaR PFIlRdNMYRENEW NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE 4. SOIL,WASTE AND VENT PIPING TO BE OF MATERIAL APPROVED BY LOCAL CODES. z m.raze+ 159J®Ponzwwa REhkTv MODIFIED BECAUSE THERE ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE 5. PROVIDE CLEANOUTS FOR SOIL AND WASTE LINES AS SHOWN ON DRAWINGS,AND OF TYPE APPROVED m.DeID]] 1591mfaR WBRENEW THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. BY LOCAL CODES. 6. ALL WATER SUPPLY PIPING BELOW GROUND SHALL BE TYPE K COPPER TUBING.ALL WATER SUPPLY 3. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND PERFORM ALL THE WORK DESCRIBED IN PIPING ABOVE GROUND SHALL BE TYPE L COPPER TUBING. THE ACCOMPANYING SECTION OF THESE SPECIFICATIONS, AS HEREIN ENUMERATED AND SHOWN 7, PROVIDE FOR DRAINAGE WATER SYSTEM,AND CAP ALL STUDS UNTIL FINISH WORK IS INSTALLED. ON THE ACCOMPANYING DRAWINGS. INSTALL DRAIN VALVE AT WATER METER MATH%%253"HOSE THREAD AND VACUUM BREAKER. 4. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND 8. PROVIDE STOPS ON WATER SUPPLIES TO EACH FIXTURE AND WHEEL SHUT OFF VALVE. SPECIFICATIONS. 9. INSULATE ALL HOT AND COLD WATER PIPING. 5. DO NOT SCALE THE DRAWINGS. MECHANICAL NOTES: VENTILATION-§M403.1 VENTILATION SYSTEM.MECHANICAL VENTILATION SHALL BE PROVIDED BY A METHOD 6. COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF THE OTHER TRADES. OF SUPPLY AIR AND RETURN OR EXHAUST AIR.THE AMOUNT OF SUPPLY AIR SHALL BE APPROXIMATELY ALL SLOTS, SLEEVES AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING EQUAL TO THE AMOUNT OF RETURN AND EXHAUST AIR.THE SYSTEM SHALL NOT BE PROHIBITED FROM CONCRETE. PRODUCING NEGATIVE OR POSITIVE PRESSURE.THE SYSTEM TO CONVEY VENTILATION AIR SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH 2O20 MECHANICAL CODE OF NYS. 7. THE CONTRACTOR SHALL PROTECT THE WORK AND ALL ADJACENT PROPERTY FROM LOSS OR DAMAGE RESULTING FROM ITS OPERATIONS, AND IN THE EVENT OF SUCH LOSS OR DAMAGE, VENTILATION SUPPLY SYSTEMS SHALL BE DESIGNED TO DELIVER THE REQUIRED RATE OF SUPPLY AIR TO THE SHALL MAKE REPLACEMENTS OR REPAIRS AS REQUIRED WITHOUT ADDITIONAL COST TO THE OCCUPIED ZONE WITHIN AN OCCUPIED SPACE.THE OCCUPIED ZONE SHALL HAVE BOUNDARIES MEASURED AT OWNER. 3 INCHES(/6 MM)AND 72 INCHES(1829 MM)ABOVE THE FLOOR AND 24 INCHES(610 MM)FROM THE ENCLOSING WALLS. 8. ALL MATERIALS STORED WITHIN THE BUILDING SHALL BE NEATLY STACKED. MATERIAL SHALL NOT BE STORED OUTSIDE THE BUILDING. DO NOT STORE COMBUSTIBLE MATERIALS ON THE PREMISES FOR A PERIOD LONGER THAN NECESSARY FOR THE EXECUTION OF THE WORK. 9. PROVIDE AND MAINTAIN TEMPORARY ENCLOSURES, FENCES AND BARRICADES AS REQUIRED BY HVAC EQUIPMENT SCHEDULE MITSUBISHI GOVERNING LOCAL ORDINANCES. PROVIDE TEMPORARY DOOR AND WINDOW ENCLOSURES AS REQUIRED. - OUTDOOR UNIT INDOOR UNIT COOUNG HEATING CAPACITY ELECTRICAL ENERGY CONSERVATION: FLOOR SPECIFICATIONS LOCATION UNIT@ AIR FLOW AIR FLOW -ALL WORK ON THIS PROJECT SHALL CONFORM TO THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEWYORK STATE(LATEST EDITION) BASEMENT = MITSUBISHI HEAT PUMP, OPEN SPACE 17.700 BTU/H 2O,900 BTUM 1-1/2 TON 208/230 V,1-PHASE UNIVERSAL OUTDOOR UNIT ❑� (MAXIMUM) (MAXIMUM) 60Hz -THIS PROJECT IS DESIGNED TO MEET THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION ACC-1 MODEL#: SUZ-KA18NA2 AR ideas,deigns,amenge nests and plans indicated CODE OF NEW YORK STATE. r represented by this drawing are owned by and 18,000 BTU, CEILING CASSETTE SEER: 20.7 MODEL#: SLZ—KF18NA the propertyvol of end d King Architect.ouse Pn and were -ALL EXPOSED HOT WATER PIPING AND/OR HEATING DUCTS TO BE INSULATED AS PER THE ENERGY cooled,ewwith and developed p far use None and h EER: 12.5 (24"x24")DUCTLESS HEAT connection with Me specified project Nme of such CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. ENERGY STAR: YES PUMP ideas,designs,amongements,or reproduction of plans shill be used by or disclosed to my person, -JOINTS,PENETRATIONS,AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES with,r he expcorporaress for my purpose n of Cevr oo OF AIR LEAKAGE SHALL BE SEALED. 1st&2nd � MITSUBISHI MULTI—ZONE OPEN SPACE ® AIR FLOW AIR FLOW wing A the express written dimension at these INVERTER HEAT PUMP King Architect,PG precedence dimensions d these FLOORS � drowhgs shill here precedence ow scoed -- -RECESSED LIGHTS MUST BE 1)TYPE IC RATED OR INSTALLED INSIDE AN APPROPRIATE AIRTIGHT ASSEMBLY ACC-2 SYSTEM, dimensions.Cmtmators shot scify and be WITH A 112"CLEARANCE FROM COMBUSTIBLE MATERIALS. IF NON-IC RATED,THE FIXTURE MUST BE ACC-3 MODEL$: MXZ-4C36NAHZ2 M—SERIES job.responsibledt for oI&'must be and condilmy r the 36.000 BTU, job,and this office must be notified of any y these INSTALLED WITH A 3"CLEARANCE FROM INSULATION. SEER; 18.70 MASTER BEDROOM.KITCHEN COOLING: 212-403 CFM HEATING: 212-417 CFM 3 TON/FLOOR 208/230 V,1-PHASE dr tithe d'mrnsims and auditions shorn by these 20 &DINING AREA: - -VAPOR RETARDERS SHALL BE PROVIDED IN THE WARM-IN-WINTER SIDE OF ALL NON-VENTED FRAMED EER: 13. 60Hz CEILINGS,WALLS,AND FLOORS. ENERGY STAR: YES MODEL: MLZ-KP18NA App� (16'x48")18K BTU/H, supmrision o co nstructiot of record has n _and gpmto retained for -MATERIALS AND EQUIPMENT MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECESSED CEILING CASSETTE inspection, INSTALLATION INSTRUCTIONS. MULTI-ZONE HEAT PUMP SYSTEMS This pan is approsal only for cork hdicoted an the -MATERIALS AND EQUIPMENT MUST BE IDENTIFIED SO THAT COMPLIANCE CAN BE DETERMINED. application spedfimtim sheet All other Mott— BEDROOMS: COOLING: 212-312 CFM HEATING: 212-325 CFM shorn me not to be rdied wan.or to be MODELS: MLZ—KP09NA considered either being apfro ed or in accordance -MANUFACTURERS MANUALS FOR ALL INSTALLED HEATING AND COOLING EQUIPMENT AND SERVICE WATER HEATING EQUIPMENT MUST BE PROVIDED. (16"x48')9.000 BTU/H with applicable codes. ONE-WAY CEILING CASSETE, -INSULATION R-VALUES AND GLAZING U-FACTORS MUST BE CLEARLY MARKED AND VISIBLE ON ALL INSTALLED MULTI-ZONE HETA PUMP SYSTEMS ITEMS. -SUPPLY DUCTS IN UNCONDITIONED ATTICS OR OUTSIDE THE BUILDING MUST BE INSULATED TO R-8. -RETURN DUCTS IN UNCONDITIONED ATTICS OR OUTSIDE THE BUILDING MUST BE INSULATED TO R-4. -SUPPLY DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED TO R-8. -RETURN DUCTS IN UNCONDITIONED SPACES(EXCEPT BASEMENTS)MUST BE INSULATED TO R-2. PROJECTADDREss -INSULATION IS NOT REQUIRED ON RETURN DUCTS IN BASEMENTS. Constantine's Residence -ALL JOINTS,SEAMS,AND CONNECTIONS MUST BE SECURELY FASTENED WITH WELDS,GASKETS,MASTICS, 275 Miriam Road, MASTIC-PLUS-EMBEDDED-FABRIC,OR TAPES. DUCT TAPE IS NOT PERMITTED.EXCEPTION:CONTINUOUSLY Mattituck, NY 11952 WELDED AND LOCKING-TYPE LONGITUDINAL JOINTS AND SEAMS ON DUCTS OPERATING AT LESS THAN 2 IN. W.G.(500 PA). MINING TITLE -DUCTS SHALL BE SUPPORTED EVERY 10 FEET OR IN ACCORDANCE WITH THE MANUFACTURER'S GENERAL NOTES& INSTRUCTIONS. -COOLING DUCTS WITH EXTERIOR INSULATION MUST BE COVERED WITH A VAPOR RETARDER. HVAC SPECIFICATIONS -AIR FILTERS ARE REQUIRED IN THE RETURN AIR SYSTEM. SEAL SIGNATURE PROJECTNo. -THE HVAC SYSTEM MUST PROVIDE A MEANS FOR BALANCING AIR AND WATER SYSTEMS. CK21-016 DRAWN RY -EACH DWELLING UNIT SHALL HAVE AT LEAST ONE THERMOSTAT CAPABLE OF AUTOMATICALLY ADJUSTING C.K. THE SET POINT OF THE LARGEST ZONE. CHECKED BY -SEPARATE ELECTRIC METERS ARE REQUIRED FOR EACH DWELLING UNIT. C.K. -FIREPLACES MUST BE INSTALLED VITH TIGHT FITTING NON-COMBUSTIBLE FIREPLACE DOORS. DATE: 04.07.2D21 -FIREPLACES MUST BE PROVIDED WITH A SOURCE OF COMBUSTION AIR,AS REQUIRED BY THE FIREPLACE PROVISIONS OF THE BUILDING CODE OF THE STATE OF NEW YORK AS APPLICABLE. DOB APPROVAL&DATE DRAMGG NUMBER -WATER HEATERS WITH VERTICAL PIPE RISERS MUST HAVE A HEAT TRAP ON BOTH THE INLET AND OUTLET ' `-020.00 UNLESS THE WATER HEATER HAS AN INTEGRAL HEAT TRAP OR IS A PART OF A CIRCULATING SYSTEM shen 8 of 21 -ALL CIRCULATING HOT WATER PIPES TO BE INSULATED IN ACCORDANCE WITH CODE. ARCHITECTURAL ABBREVIATIONS GENERAL NOTES ME CODE ADJACENT BUILDINGS.CONTRACTORTO SUBMIT THE DEPTH(ELEVATION OFTHE Cherico King Architect,P.C. 1. ITISTHE INTENTION OFTHLSCOMRACTTO CONSTRUCT THE BUILDING(S). 9. PROVIDEAMINIMUMI"SO.W.LOUISIN DOORS TOALLROOMSWITHLESS FOOTINGS TO THE ARCHITECT. AIChRCC[UTBIDCSI &Plannin A AMPERES RE FIRE EXTINGUISHER G1 04IIt HEAD THAN 18 So.FT.OF WINDOW AREq 4. CONTRACTOR TO MOMTOR ALL EXCAVATION USING MECHANICAL EOUPMENR.NO g AB. ANCHOR BOLT F.N. FIELD NAILING OPNG. OPENING FINISHED TSANDND AYF LL REQUIREOCCUPANCY.TSF THE LAW.ACCORDANCE WITH THE CONTRACTUSEDOCUMENTS AND ITEMU IREAAEEDRANN SANOSPE000HALLS.TME AIRY la EXTERIOR VENTILATORS. OF FOR COCORS T ROOF SHALL BEA MINIMUM NO WIT IN MECHANICAL ADAENTFOUMWION TO BE OXCA ADJACENT DBy HMO MOA AND 36-0637th Street,2n A.F.F. ABOWFID9ff0FLOOR F.O. FACED OPPO. O'POGTE WOTIRMAYNOTBEITENJZEOINTHEDRAWWGSANDSPEdFlCATIONS,THE E%TERIORFACEBF%CKWALLS.FRc^EgREApFVENnLATORS3HALLBEAtAMMUM E. WITMN3'-0'OFAWAd:MFDUNOATIONTOBEIXCAVATEDBYHANDANDREPAIR t, dFlopr AF.G ABOVE FWSHEDGRADE F.S. FLOORSIML P.C. PRECAST CONCRETE COMRACTORWILL FAMILIARIZE HIMSELFWITHTHE EXISTING CONDmONSAND OF1/GMOF ROOF AREA. ADJACENT FOUNDATION AS REQUIRED TO INSURE STRUCTURAL STABILITY OF Long Island Ci ty,New York,I I 10 1 A/C AIR CONDITIONING F G FIBERGLASS PLR PROPERTY LINE INCLUDE ALL WORKSPECflED OR IMPLIED FOR THE COMPLETE REPAIR OF THE ADJACENT BUILDING. Tel:(718)392-0078 - BUILDING(S). S IFREQUIRED,THE OWNER/LONTRACTOR SHALL RELANA SITE ENGINEER TO E-mail: herico ckin arch.com aac AGGREGATE BASE CURSE FRB. FABRICATE PLAY. PLwrnc LAMINATE CONSTRUCTION NOTES (CONCRETE) @ g ABS ACMGQTRIF-BUTAINE-STYRENE FACP FIRE ALARM CONTROL PANEL P.O.G POINT OF CONNECTION 2. CONTRACTORSCREPANIEMALL AND VER HITALL LONDInOTOSTARNS AND I OFWONS AND WHERE WRINGCONSTRUCTION OPERATIONS FOR THE FOLLOWING REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO SLAM OF WORK 1. ALL LpNCPETE WORK SHiALL CONFORM TO CHAPTEROOF 2o20 RESIDENTIAL WHERE APPLICABLE: ABV ABOVE FDC FIRE DEPARTMENT CONNECTION PERE PERFORATED U. CONTRACTOR SHALL COMPLYWIIH ALLREOUIREMENTS OF THE NEWYORKSTATE COOS OF NYS'BULDING CODE REQUIREMENTS FOR CONCRETE FOODATIONS' Sl. ENSURING ENGINEER IS ON SITE REV.NO I✓EV.aAIE G(�TION ALE ASBE510S-CEMENT BOARD FDA. FOUNDATION PEW.R L PERPENDICULAR BUILDING CODE AND ALL RULES AND REGULATIONS OF THE COUNTY AND STATE AND'FOOTING'. 62, EXCAVATION DEPTH 1 R262m1 LS91m Fat PRELIMNM'r REVIEW 2. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN THE SERVICES OFA LICENSED ACT ACOUSTIC FHC FIRE HOSE CABINET PHorO PHASE 4. THEENRREBLNLO816L6}SNAIL}£9J.N'tYiWRi-ARAEtf� FQJAFTHEMULAPLS PROFESSIONAL ENGINEER FOR ALL CONTROLLED CONCRETE WORK THIS EA PUMPING OPERATIONSOPERATIONS ACT ACOUSTICAL CEILING THE FIN. FINISH PL PIASTER DNEitlNEUW�THEH9U51NGMMNiENAA EBBEA1BiY N6 PROFESSIONAL ENGINEER SHALL FILE ALL ME DOCUMENTS AND BE RESPONSIBLE 6.4. FILE DURING OPERATONS 2 T.tu�t ISSIIm FOR ZaNIND iEVIEW ADD. ADDITION or ADDENDUM FL FLOOR PL or If PLATE 'FOR ALL INSPECTIONS AND FINAL APPROVALS AS REQUIRED BY THE BUILDING B.S. SHEETING/SHORING/BRACING AG ABOVE GRADE FRG. FLOORING PLAS PIASHC 5. CONTRACTOR/OWNER SHALL OBTAIN BUILDING PERMIT.NOWORK SHALL CODE OF THE STATE OF NEW YORK CORES OF ALL DOCUMENTS SHALL Be &6. ANGLEOFREPOSE 3 oroa� ISSu®Fqi OOBRE4IEY/ AHU AIR HANDLER UNIT FLUOR. FLUORESCENT PLUMB. PLUMBING PROCEED UNLESS BUILDING PERMIT IS DISPLAYED AT FROM OF BUILDING(S). FORWARDED TO INSPECTOR AND ARCHITECT. 6.7. FORMS BRACING ALRALUN. ALUMINUM FP FIRE PROOF PLYWD. PLYWOOD 6. GBMRA6iORBH4F3-BBT••'�"•^•'""'•^"^•^"�"'•^�MEN'Fl6F 3. ALL FOOTINGS,FOUNDATION WALLS,RETAINING WALLS,FRAMED SLABS AND BB. UNDERPINNING ALL ALTERNATE FIG. FOOTING PDRG BEANS SHALL BE CONTROLLED CONCRETE HAVING A MINIMUM ULTIMATE &9. GROUNDWATER PORCELAIN 7. C-BNRiA6iDRSHpLt6BT•••••"••••^•_•^'•••••••••_••••'••••••••.•••ENFBF�V 5DD R COMPRESSIVE STRENGTH OF 3P.S.I.IN a DAYS.ALL CONCRETE EXPOSED TO ANL ANNEALED FURN. FURNISH PREFAB. PREFABRICATED WEATHER OR GRADE SHALL BE AIR ENTRAINED.ALL OTHER CONCRETE SHALL 6.10. WORK AS PER PLAN ASPH. ASPHALT GJ. GALVANIZED NON PSF POUNDS PER SQUARE FOOT S. CONTRACTOR SWILL OBTAIN NEW CERTIFICATE OF OCCUPANCY.HE SHALL OBTAIN HAVE A eANIMUM ULTIMATE COMPRESSIVE STRENGTH IN 28 DAYS UNLESS fill. OTHER ENGINEERING WORKS TO BE DONE AVG AVERAGE GA GANG. PSI POUNDS PER SQUARE INCH ALL PERMITS AND FINAL APPROVALS OF ALL DEPARTMENTS HAVING ASISOICTIOK OTHERWISE SPECIFIED AS FOLLOWS: AWL AMERICAN WINE GAUGE GALV. GALVANIZED PIN, PARTITION s, CONTRACTOR SHALL CARRY WORKMArS COMPENSATION INSURANCE AND SLABS ON GRADE - AIR ENTRAINED STONE 3500P.SJ. BUILDING DEPARTMENT NOTES OISAIMUTY BENEFITS. SIDEWALKS - AIR ENTRAINED STONE 3500 P.S.I.AGUE GALA GARAGE PVC PQLYMNriD.OPoDE CONCRETE FlLL - LIGHT WEIGHT 35M P.SL 1. THE CONTRACT OR SHALL OBTAIN AND PAY FOR ALL REOUIRM PERMITS BEFORE B.Y. BENCH MARK GFC GROUND FAULT GROAT INTERRUPTER PYA. POWER 10. CONTRACTOR SHALL PAY FOR ALL PERMITS,LICENSES,INSPECTION FEES AND ALL SILLS&COPING - LOW ABSORPTION SOOO P.S.I. ANY CONSTRUCTION WORK IS STARTED. B.N. BOUNDARY NAILING GI GROUND FAULT INTERRUPTER O.T. QUARRY THE OTHER CHARGES EQUIPMENT PADS - STONE&500 P.S.I. Z WHERE NODICOMBUSTIBLE PIPES AND CONDUITS PASS THROUGH RATED 11. WHERE EXISTING WORK IS TO BE CUT AND/OR UNDERPINNED,COMPACTOR CONSTRUCTION.THE AREA OF SUCH OPENING MAY NOT EXCEED 25 SO.IN.IN ANY B.O. BOTfON ff Q GA55 O7Y. QUANTITY a. WHEN CONCRETE ATUREILL NOT BE PLACED IN TEMPERATURE LESS THAN 40 DEGREESROR 10050.ET.OF WALL OR FLOORAIREA ME SPACE BETWEEN THE RPE AND ITS B.O.F. BOTTOM OF F0071NG GLB CLUE LAMINATED BEAM R RADIUS SHALL PROVIDE ALL NEEDLING.SHORING.BRACING WEDGING AND DRY-PACKING y�Ep TEMPERATURE 13AMIGPATED TO BE BELOW 40 DEGREES F.WITHIN 46 APED SHALL BE RESPONSIBLE FOR THE SAFETY OF THE STRUCTURE DURING THIS HOURS AFTER POURING SLE EVE OR OPENING MAY NOT EX WILL EXCEED 1rZ AND BE PACKED WITH B.U. BIIdT UP GM GRADE MARK R.D.L ROOF DRAIN LEADER OPERATION NONCOMBUSTIBLE MATERIAL SUCH AS MINERAL WODL R302 BC BACK OF CURB CM GTE VALVE RDA ROOF DRAIN OVERFLOW 12. THE CONTRACTOR SHALL BE REQUIRED TO PATCH,REPAIR,AND REPLACE ANY 5. THECONDRACTOR SHALL COORDINATEWRH ALL TRADES AS REQUIRED FOR INSTALLATION OF BUILT-IN WORK SLEEVES.OPENINGS.INSERTS,ETC,AS 3 CONCEALED SPACES WITHIN PARTITIONS.WAILS,FLOORS.ROOFS.STAIRS. BD. BOARD GRC GALVANIZED RIGID TUBING P.O. ROUGH OPENING AREAS THAT ARE ALTERED OR DAMAGED DURING PROCESS OF CONSTRUCTION REQUIRED.LOCATION OF SLEEVES AND OPENINGS NOT SHOWN ON PLANS SHALL FURRI ES NG,PIPE SPACES,ETC..THATWOULD PERMIT PASSAGE OF FLAME SMOKE. BLDG BUBDING GYP. GYPSUM R.QWorR NIGHT OFWAY 13. THE CONTRACTOR IS CAUTIONED TO MAKE CONTINUOUS OBSERVATIONS OF THE BE SUBJECT TO THE APPROVAL OF STRUCTURAL ENGINEER FUMES OR HOT GASES FROM ONE FLOOR TO ANOTHER OR FROM ONE BLK BLOCK GYP.BD. GYPSUM BOARD REF REFPoGEVATORi DUSTING STRUCTURE DURING THE PERFORMANCE OF HIS WORK SHOULD HE E. ALL REINFORCING MATERIAL SHALL BE NEW BILLET STEEL CONFORMING TO CONCEALED AREA TO ANOTHER SHALL BE FlRESTOPPED TO FORM AN EFFECTIVE BLIC BLOCKING H8 GYPSUMHOSE BB REFEF. REFERENCE BECOME AWARE OF ANY SITUATIONS THAT REQUIRE FURTHER INVESTIGATION OR gS.T.M 615 GRADE 60.SLAB ON GRADE RENFORLENEMSHALL BE fik 6-10f10 GRAFT BARRIER OR SHALL BE FILLED WITH NONCOMBUSTIBLE MATERIAL STUDY.HE SHALL NOTIFY THEAIRCHITECTIMMEDIATELY. GAUGE WELDED WIRE MESH 4. PLUMBING VENTS SMALL EXTEND PROVE POOP AS PER 2020 PLUMBING LOGE OF BM. BEAN KC HOLLOW CORE RENF. REINFORCED- 14. THE STRUCTURAL DESIGN IS BASED UPON EXISTING DRAWINGS IFAVALIABLEJ, NYS. BR BRASS H.M. HOLLOW METAL REOlD. REQUIRED FIELD OBSERVATIONS AND/OR ASSUMPTIONS REGARDING THE COSTING ]. MINIMUM LASED ONCOVEfl FOR HART 3,CHAPTER HAPT SED7.1.EXCEPT PLACE CONCRETEALL EL BRO. BEARING HC HANDICAPPED RET. RETURN CONDITIONS AT THE SITE VARIATIONS BETWEEN THE FIELD CONDITIONS AND SHALLWI BlSEDONgCOVER SHALL 3, FOLLOWS: EXCEPT AS NOTED `+ LODE ECTRICAL OUTLETS TO MEET ALL REQUIREMENTS OF ME NYS ELECTRICAL THESE DRAWINGS MAY EXIST.WHERE SUCH VARIATIONS ARE ENCOUNTERED THEY OTHERWISE MINIMUM COVER SHALL BE AS FOLLOWS: BR2 BRDNIE HOED. HARDBOARD REV REVISION a, PROVIDE NEW CONCRETE FOOTINGS ON SOUND UNDISTURBED SOIL FOR AU-NEW 6. THE CONTRACTOR MUST OBTANA CERTIFICATE OF OCCUPANCY UPON SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. COMPLETION OF ALL WORK ON THIS PLAN TO COMPLY WITH THE LOCAL BUILDING C.A.P. CONCRETE ASBESTOS PIPE HOW HARDWARE RN ROOT Mg50NpY AND CONCRETE BEARING WALLS.DEPTH OF ALL NEW FOOTINGS TO BE CODE AND 2020 RESIDENTIAL CODE OF NYS C.D. CONSTRUCTION DOCUMENTS HOT. HEIGHT RMV. REMOVE 15. THECOMRALL CONCRETE 08MSONRY FIREPROOF ARCHES AGAINST DAMAGE 4'-0'MIN BELOW GRADE OR TO UNDISTURBED SOIL WHICHEVER IS GREATER INCLUDING FROM MFLLING ORECTS AND STORAGE OF CONSTRUCTION DAMAGE SLAB7. REQUIRED INSPECTION ITEMS:ME FOLLOWING ITEMS OFWORKSHALLBE C.C.I.P. CONTIN PUN: NOR. HEATER S.C. SOLID CORE MATERIALSRESULTING AND OTHER OBJECTSANURINGE ENTIRE OF CONSTRUCTION B. CLEAN WELL COMPACTED IN ALLAEASO CELLAR BASEMENT T RIEROVER SURIECTTOINSPECEION MADE WITNESSED BY OR UNDER DIRECT SUPERVISION OF CONTROL JOINT HILT HEALER S.D. SNUE DETECTOR MATERIALS ANOOTNQR HEAVY LOADS DURING ENTIRE COURSE OF DEMOLITION CLEAN WELLLLSS NOTED OTHERWISE ON DRAWINGS. CELLAR,BFSEMEM OR FIRST AND CANSTRUCTION FLOOR UNLESS NOTED OTIHERNSE ON DRAWINGS. AN ARCHITECT OR ENGINEER RETAINED BY THE OWNER WHO SHALL BE CO.GD GENII OUT HVAC "HEATING.WNTIGTING@ S.O.V. SHUT OFF VALV£ to PROVIDE NEW 4'REINFORCED CONCRETE SLAB ON 6'GRAVEL BASE IN ALL COURT, ACCEPTABLETOTHEARCHITECT. C.T. CERAMIC TILE RAIN CONDMGING' S SKYLIGHT YARD AND FIRE PASSAGES UNLESS NOTED OTHERWISE ON DRAWINGS PROVIDE 7.1. TEST REPORT AND CERTIFICATE OF INSPECTION SHALL BE FILED WITH THE CAB CABINET HW HOT WATER s STAINLESS STEEL MECHANICAL MIMMUNI W PER FT.SLOPE TO DRAIN BUILDING DEPARTMENT. CAN. CAMBER HYD. HYDRAULIC SC SELF CLOSING 1. NEW SYSTEM HEATING AND HOTWATER SUPPLY,DISTRIBUTION,BOILER AND ALL 11. PROVIDE NEW 4'REINFORCM CONCRETE SIDEWALKS ON V GRAVEL BASE FOR 72. ALL MATERIALS,ASSEMBLIES AND METHOD OF CONSTRUCTION REGULATED CCTV CLOSED NRCMT TELEVISION I.C. INTERCOM OU TLET SHIED. SCHEDULE SAFETY DEVICES SHALL COMPLY WITH MOU MECHANICAL LGAS, SMALL.CODE OF NYS.A ENTIRE SITE AND ELSEWHERE AS NOTED ON DRAWINGS.PROVIDE NEW METAL BYTHECODE AND NOT LISTED ABOVE SHA aE SUI3JECTTO REQUIRED CET. CEMENT I.D. INSIDE OIALETER SECT SECTION ELECTRC,WATERSOIL AND DRAINAGELINESTO BE CONNECTEDTO LOCAL FACED CURBS FOR ENTIRE SITE NEW SIDEWALKS AND CURBS TO BE AS PER THE INSPECTION BYTiEPER50N SUPERINIIEMO)LAG THE CONSTRLILTIOM CERUTILITIES WHERE AVAILABLE BLILDINGCOOEOFTHESTATEOF NEWYORK 7.3. SIGNED CORES OFALLTESTSAND INSPECTION REPORTS SHALL BE FILED CFM CERAMIC 10 INSIDE FACE SES SHEET ENTRANCE SECTION 2 THE INSTALLATION OF ALL PLUMBING,ELECTRICAL AND HVAC.WORK SHALL 12. OPENINGS IN EJanTING CONCRETE SLABS ARE TO SEALED WITH 4-LIGHT WEIGHT THROUGH THE ARCHITECT WITH THE DEPT. All CUBIC FEET PER MINUTE N IDENTIFICATION 9H SHEET COMPLY WITH ALL LOCAL AND STATE REGULATIONS. CONCRETE FILL CONTRACTOR IS TO PREPARE EXISTING SURFACES TO ENSURE & DUCT FIRE RETARDING-DUCTS TO BE FIRE RETARDED AS PER PLANS AND TO BE CH R C CHANNEL IG ISOLATE)GROUND SITYG SHEATHING & CONSTRUCTION OF BUILDING EXTERIOR ENVELOPE,AND INSTALLATION OF PROPER CONTRACTOR SHALL PROPERLY SHORE AND MAKE SAFE ALL FLOORS FOR FIRESTOPPED AT EACH TIER WITH Z MINERAL WOOL MAINTAIN 12 CLEARANCE M Idea&designs,arragments and plans Marled CKT.BKR. I CIRCUIT BREAKER NYC INTERMEDIATE METALUC CONDUIT SOY. SIMILAR RVAC.,SERVICEWATER HEATING,ELECMCAL01STRIBLMON AND ILLUMINATION THEEXECUTIONOFTMSWORIC BETWEEN DUCTS APED SHEETROCK R represented by this ao.ng me awi,ea by and CL R CENTERLINE [MPG IMPREGNATED SPA ISPACE SYSTEMS AND EQUIPMENT TO COMPLYWITH THE NEW YORK STATE ENERGY S.I. ADMINISTRATION the property of Chaim Kmg Architect,PC,and were CLG. CEILING INC. INCUDE;INCLUSIVE' SPECS SPECIFICATIONS CONSERVATION CONSTRUCTION CODE MIS IECC. 8.1.1. ALL MATERIALS,ASSEMBLIES.FORMS,METHODS OF CONSTRUCTION. created,ew11ed,and developed for Use M.and In CLKG CAULIONG INSUL INSULATION SPIR SPEAKER 4. ALL BATHROOMS AND KITCHENETTES WTHOUTWINDOWS TO BE VENTED ASPEA AND SERVICEEOUFMENT SHALL MEET THE FOLLOWING connection With the specified project None of such SECTION R303.MECHANICAL EXHAUSTVENTS FOR BATHROOMSAND REQUIREMENTS: 'dea9,designs,arrangements.R reproduction of CL1L CLOSET INT. INTERIOR SO'FT. SQUARE FEET MTCHENETTFSTOBEINTWO(2)HOUR FIRE-RATED ENCLOSURESAS PER MISM. CONSTRUCTION NOTES (STRUCTURAL STEEL) IT SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE plane shall be used by or disclosed to any person, NR. NEAR J-BO% JUNCTIGN BOX 54.IN. SQUARE INCHES AND FIREDAMPED BEYOND EACH REGISTER.PROVIDE MINIMUM FIVE(5)AIR 1. ALL STRUCTURALSTEEL SHALL CONFORM WITH ALS.C.SPECIFICATIONS FOR OF THE CODE BYTHE BOARD,OR lom•or corporation for my purpose whatsoever CMU CONCRETE MASONRY UNIT JCT JUNCTION STC SOUND TRANSMISSION CLASS CHANGES PER HOUR AT BATHROOMS AND SIX(6)AIR CHANGES PER HOUR AT STRUCTURAL STEEL FOR BUILDINGS,LATEST EDITION. &1.1.2. SHALL HAVE BEEN ACCEPTED FOR USE UNDER THE PRESCRIBED with6at the elpress mitten permission of Chad. CNTRa CENTERED JST. JUST sm. STANDARD KITCHENERES. 2. ALL STEEL SHALL BE AS.T.M:AT6 HAVING A SPECIFIED MINIMUM YIELD POINT OF CODE TEST METHODS BY THE COMMISSIONER,OR Kmg ArdHteel.PC,Written dumenslma on these 36,000 P.S.I.UNLESS OTHERWISE NOTED ON DRAWINGS. &1,1,3. APPROVED BY THE MANUFACTURERS OR BYTHE CONSTRUCTION drawings shall has Ors shalre aver d be led COL L011NN JT JOINT SILL STEEL dimensions Canow Ors shall verify and be COMB. COMBINATION K-D KNOLL(DOWN SUSP. SUSPENDED SMOKE DETECTOR NOTES & CONTRACTOR SMALL BE RESPONSIBLE TO OBTAIN THE SERVICES OF A LICENSED DIVISION OF THE BUILDING DEPARTMENT. responsible far all dimensions and conditions ml the PROFESSIONAL ENGINEER FOR ALL CONTROLLED INSPECTIONS AND REPORTS FOR 8.1.2 AT LEAST 24 HOURS WRITTEN NOTICE SHALL BE GIVEN TO THE DEPT.OF GONG CONCRETE KD KILN DRIED SW SCOTCH 1. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH SMOKE DETECTORS PS PER ft and this office must co notified of my Variationthose f STRUCTURAL STEEL RESPROFESSIONAL ORALLAENGINEER AFFIDAVITS. SS.CONLL TEALLTHE INSPECTION BUILDINGS BEFORE TINE COMMENCEMENT OF WORK (torn the dmon51on9 and conditions shorn D these COAST. CONSTRUCTION NO KNOCK OUT S1M SYMMETRICAL R3145MOKE ALARMS AND HEAT DETECTION DOCUMENTS AND BE RESPONSIBLE FORALLAFFIDAVITS,CONTROLLED y CONT. CONTINUOUS LED. LIGHT EMITTING DIODE SYS MIN 2 ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AUDIBLE AND VISIBLE TYPE INSPECTIONS,AND FINAL APPROVALS REQUIRED BY ME BUILDING CODE OF THE 8. INSPECTIONLLOUIRGITEM drawings. SMOKE DETECTORS REFER TO SECTION R314.AND NOTES STATEOFNEWYORK COPIES OF ALL DOCUMENTS SHALL BE FORWARDED TO 8.2.1. THE FOLLOWING MA ITEMS WITNESSEOF WORK D BYORUALL BE NDER DERT E DIRECT REOUNRED CUN7R CONTRACTOR LPN. LINEAR FEET T&G TONGUE AND GROOVE INSPECTION MADE AND WITECT OR ENGINEER ER E RETAINED E DIBY TH OU COPPER 111Y LAMINATE T.B. THROUGH ear 3 ALL SMOKE DETECTORS TOOUIONIZATION TYPE AS PER NEW PORK STATE ARCHITECT OR RECORD. SUPERVISION OF AN ARCHITECT OR ENGINEERRTAINED BY THE Applicant OI RcarE has Gal beon 2tobltd for d POW LAT. LATERAL T.Y.B. TELEPHONE MOUNTING BOARD BUILDING CODE 4, ALL STEELWORKSHALL BE EXECUTED FROM APPROVED SHOP DRAWINGS. OWNER WHO SHALL BE ACCEPTABLE TO THE ARCHITECT.TEST REPORT supervision of construction and Special/Progress a, ALL SMOKE DETECTORS MUST BE INSTALLED IN EACH SLEEPING ROOMS.ALSO SEE 5. SHOP CONNECTIONS AND FIELD CONNECTIONS SHALL BE WELDED OR BOLTED. AND CERTIFICATE OF INSPECTION SHALL BE FILED WITH THE BUILDING inspection. D.F. DRINKING FOUNTAIN GV 11AVATCRY T.O. TOP OF LOCATION R314.3 CONNECTION MATERIAL SHALL CONFORM TO AST.ML DESIGNATIONS LATEST DEPT. D.C. DECOMPOSED GRATE HO. LEAD T.O.B. TOP OFBEAM 5. ALL SMOKE DEMCTORSSHALLSE HAROWIREOAND MAYBEWALL OR CEILING FDITION.ALLWRDINGTO BE DONE BY UCENSED WELDERS AND SHALL BE 822 ALL MATERIALS.ASSEMBLIES AND METHODS OF CONSTRUCTION D.S. DOWN SPOUT UM LINEAR T.O.C. TOP OF CURBMOUNTED.ALL DETECTORS SHOULD BE INTERCONNECTED INSPECTED BY AN APPROVED WEIDING AGENCY WHICH SHALL ISSUE AN AFFIDAVIT REGULATED BY THE CODE AND NOT LISTED ABOVE SHALL BE SUBJECT This plan Is approved only far work indcoted on the D DISHWASHER UNO. LINOLEUM T.OF. TOP Or FOOTING THATALLWELCNG HAS BEENINSPECTEDAND FOUNDTO BE IN CONFOWRYWNTH TO SEMI CONTROLLED INSPECTION BY THE PERSON SUPERINTENDING application specificatim sheet.A3 other matt- nHL DOUBLE LT. LIGHT T.O.J. TOP OF JOIST DETAILS THE CONSTRUCTION SIGNED COPIES OF ALL TEST AND INSPECTION sham are not to be relied upon.R to be DEMO DEMOLITION LTG. UGIIING LOLL TOP OF YASDNRY MECHANICAL ROOM NOTES S. THE NEW STEEL BEAMS AND COLUMNS SHOWN ON THESE DRAWINGS HAVE BEEN REPORTS SHALL BE FILED THROUGH THE ARCHITECT WITH THE considered either being approved R in accordance 1. EQUIPMENT BOILER HOTWATERHEATER OBSERVED IN THE FIELD OR HAVE BEEN ASSUMED.VARIATIONS MAY EXIST BUILDING DEPT. with applicable Codes, DIAL or 0 DIAMETER LYL LAMINATED VENEER NUMBER T.O.S. TOP OF SLAB TRADE NAME SEE PLAN SEE RAN BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITION&ANY DEVIATIONS DIAL DIAGONAL LLB. MACHINE BOLT TOM TOP OF WALL MODEL d SEEPAN SEEPAN FROM THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OFTHE &3. FIRE PALL MATERIION ALS OR ASSEMBLIES S CONSTRUCTION REQUIRED DIM. DIMENSION M.H. MANHOLE T.S. TUBE STEEL INPUT SEE PLAN SEE PLAN ARCHITECT. B.M. ALLLLNG SHALL. O PLY WITH THE FOLLOWING; DL DEAD LOAD Y.I. MALLEABLE IRON T.Y. TELEVISION OUTLET NUMBER SEE PLAN BEE PLAN 7. ALLSTRUCTURAL STEEL COLUMNS AND BEAMS ME NEW. 8.51.1. IT SHALL CONFORM WITH THE NFBU'FlRE RESISTANCE RATING', ON. DOWN M.O. MASONRY OPENING TEL TELEPHONE 2 ANY CHANGE OF HEATING APPARATUS TO BE FILED PRIOR TO INSTALLATION. S. ALL NEW STRUCTURAL STEEL SHALL BE CLEANED,REINFORCED,REFACED,AND on DR DOOR MAR MARBLE TH. THRESHOLD & PAIMEDASFCaOWS: 8.3.1.2. IT SHALL HAVE BEEN TESTED IN ACCORDANCE WITH THE ASTM EA EXPANSION ANCHOR MAS MASONRY THD. THREADED 4. PRBVIBEM45BNRYfBFfHBARRBHiiNBER#MERM(?}TfLUEBREOUAb B.I. ALL RUSTED STRUCTURE SHALL BE PROPERLY SHORED,AS REONRED. E199 STANDARD METHODS OF FIRE TESTS OF BUILDING E.F. EXHAUST FAN IJAT'L MATERIAL THIN. DICK S. PROVIDE FLOOR DRAIN IN MECHANICAL ROOM 8.2. RUST SHALL BE CLEANED DOWN TO THE BASE METAL WITH MECHANICAL CONSTRUCTION AND MATERIALS'AND ACCEPTED BY THE E.J. EXPANSON JOINT NAIL MAXIMUM THRU THROUGH 6. PRLMIDEMIN.IS'CLEARANCE BETWEEN HOT WATER HEATER AND ENCLOSING TOOLS.WIRE BRUSHES,SAND BLASTING OR MANUALLY. COMMISSIONER.OR E.N. END NAILING MECH. MECHANICAL 1LT. TOILET WALL PARTMONS. ..3. IF THE ORIGINAL BASE METAL IS STILL IN RACE UNDAMAGED.NO FURTHER 8.3.1.3. IT SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE ]. PROVIDE 3'-0'CLEARANCE IN FROM OF HOT WATER HEATER AND ENCLOSING REINFORCEMENT IS REQUIRED.PROCEED WITH'F BELOW. OFCODE E.W. EACH WAY MED. YEOUY TRANS ITRANSFORMER WALL A. IF ORIGINAL BASE METAL IS DAMAGED,CONTRACTOR SHALL REPORT THIS TO &32. OPENING PROTECTNES INCLUDING FRAMES,SELF-CLOSING DEVICES EA EACH MFG. YANUFACTURNG TYP. TYPICAL & PROVIDE 4'CONCRETE SLAB IN MECHANICAL ROOM ENGINEER AND AWAIT INSTRUCTIONS FROM SAME AND HARDWARE SHALL COMPLY WITH ASTM EIGS,'STANDARD EL MARGIN MFR. MANUFACTURER UNF. UNFINISHED A PROVIDE ELECTRIC LIGHT IN MECHANICAL ROOM &5. UPON COMPLETION OF RUST CLEANING,CONTINUE WITH PAINTING ALL METHODS OF FIRE TEST OF DOOR ASSEMSUES'AND ASTM E-163. ELECT. 'ELECTRIC.ELECIRICAL7 MIN, MINIMUM UR URINAL EXISTINGSTEELAS PERSPECIFlCATIONS 8.3.3, INTERIOR FIWHL MATERALSHAILBE CLASSIFIED INACCORDANCE PROJECTADDRESS 11. MECHANICAL ROOMMECHANICAL (2)LAYERSCLOSETROCKTYN&N && ALLRENFORCEMEM AND OR REPLACEMENT OF RUSTED STEEL SHALL BE WITH THE SURFACE FLAME-SPREAD RATING OBTAINED AS PRESCRIBED M. ELEVATOR MOD MISCELLANEOUS V.B. VAPOR INFIELD 11. REFER TO AIIEGHAFTS, LEATINICALROOMTERIORURRORREONSNOMETERS, COnStarltln@rS Residence FNC ElEC1PoCAL METALLIC CONDUIT YOU MODULAR VLF. WPoFYIN FIELD DUMBWAITER SHAFTS,ELEVATOR SHAFTS.INTERIOR STAIR OR REQUIRED OUTSIDE EXECUTED FROM APPROVED SHOPOMWINGS IN ANOARDMETFBUIL TEST FOR BUILDING CHARACTERISTICS BE OBUILDING MATERIALS.' 275 Miriam Road, ENT ELECTRICAL YETAWC TUBING YTL PETAL VA WILT AMPERE CELLAR ENTRANCE TO BE LOCATED WITHIN MECHMICAL ROOM INTERIOR FINISH SHALL BE GROUPED INTO THE CLASSES OF {y ENT ELECTRICAL NGN-YETAWCTUBING YUL YUWUN VCT VINYL COMPOSITION TILE 12. MECHANICAL ROOM DOOR TO BE ONE(1)HOUR TEST RREPROOFSSELFCLCSING THESESCHEDULES: MattltUCl(, NY 11952 EQ. EQUAL NI.G NOTIN CONTRACT VERT. VERTICAL APPROVED TYPE' INTERIOR FINISH CLASS FLAMESPRIADCASS 13. NO STORAGEPER,VITTEDWNMECHANICALROOM CONSTRUCTION NOTES (STANDARD) A D.25 EQUIP. EQUIPMENT N.T.£ NOT TO SCALE W C WAITER CLOSET ITI 1. ALL DIMENSIONS ARE TO FINISH SURFACES B M-75 DRAWING TITLE EST. ESTIMATE - NUM NON-CORROSIVE METAL WOW WINDOW C 7&i 5 EVAP. EVAPORATIVE COOLER NFC NOT FOR CONSTRUCTION WCT WAINSCOT Z ALLEXPOSED SURFACES ARE TO BE PROPERLY FLASHED AND ALL EXPOSED JOINTS 0 OVER22S ABBREVIATIONS& EWC ELECTRIC DRINKING COOLER MLR. NAILER - IMP WEATHER PROOF VENTILATION NOTES TO BE PROPERLY CAULKED. INTERIORRMSM EXCEPTRMSH FLOORING AND FLOOR IXC EXCAVATE N0. NUMBER WE WEIGHT 1. KRGHENECTEDUCTSSHALLBEAAINIMUMIBGAUGEGALVANQEDSHETMETAL 3, PROVIDE PEWGVPSUMBOARDCEIUNGINALLROOMS,CEIUNGFEIGHTTOBEA COVERING,WALL COVERINGS LESS THAN 0.036•INTOTAL GENERAL NOTES 2 KITCHENETTE DUCTS DUCTS EALLBEAM 18 GAUGE GAUGE GALVANIZED MINIMUM4IN ABOVE WINDOW HEAD AND A MINIMUM HEIGHT OF 8 Fr. THICKNESS.SHAD.HAVE A FLAME SPREAD RATING NOT EXH. EXHAUST NOM. NOMINAL W WITH 4. PROVIDE NEW PLASTER AT WALLS AND CEILINGS IN ALL HALLWAYS,LOBBIES, GREATER AN THAT USTED. EXIST.or DSTING O.C. ON CENTER W/o WITHOUT METAL VESTIBULES,ME)STAIR HALLS.AND ELSEWHERE AS NOTED ON THE FINISH 3. ALL DUCTSSHALL BE FIRED WITH APPROVED REGISTERS AND FUSIBLELINKFIRE SCHEDULE WHERE STRUCTURAL OR MECHANICAL SYSTEMS(ELEC.,PLUMB,HVAq EXT. EXTERIOR O.D. OVER HANG WD. WOOD DAMPERS. PROHIBIT THE MPUCATION OF A PLASTER CEILING,A NEW GYPSUM BOARD SEAL SIGNATURE PROJECTNo. F.A. FIRE O.H. OVER W.I. WROUGITIRON 4, ALL MECHANICAL VENTILATION DUCTS SHALL BE ENCLOSED WITH TWO(2)LAYERS SUSPENDED CEILING SHALL BE PROVIDED. CKZ1-01B F.G FAN COL 0.1. ORNAMENTAL IRON YD. YARD OF ONE(1)INCH GYPSUM COREBOARD TO ACHIEVE A TWO(2)HOUR FIRE RATING S. PROVIDEALLNEW HALL STAIRS INCLUDING STRINGERS,STAIRS AND ASSEMBLIES, F.C.O. MOOR CLEAN OUT O.R. OUTSIDE RADIUS 5. WHERE MECHANICALVENTILATION DUCTS PASS THROUGHWALLS OR FLOORS. INTERMEDIATE IANDINGS AND ASSEMBLIES,NEWEL POSTS,BALUSTERS,AND DRAWN BY F.D. FLOOR DRAIN I OAI OUTSIDE AIR INTAKE THE OPENINGS SHALL BE FIRE STOPPED WITH VERMICUTE PLASTER AND WIRE HANDRAILS,FLOOR FINISH ON THREADS AND LANDINGS TO BE FINISHED AS PER MESH OR F.C.SO GYPSUM BOARD. OWNER, C.K. 6. ALL VENTILATION DUCTS SHALL TERMINATE AT ROOF IN APPROVED TYPE ROOF 6. PROVIDE NEW INSULATION AT ALL ROOF AREAS,EXTERIOR PERIMETER WALLS.AND CHECKED BY EXHAUST FANS.SUCH FANS SHALL HAVE CAPACITIES PER S/S INDICATED ON THE ALL FLOORS ABOVE UNHEATED SPACES AS P NEW YORK STATE ENERGY DRAWINGS,AND SHALL OPERATE CONTINUOUSLY. CONSERVATION CODE C.K. 7. UPON COMPLETION OF MECHANICAL VENTIIATIDN SYSTEM SUCH SYSTEMS SHALL. 7, FIRE STOPPING SMALL BE PROVIDED AS PER NEW YORK STATE BUILDING CODE IN BE TESTED BY OR UNDER THE SUPERVISION OF: THE FOLLOWING AREAS: DATE: 7.1. UPON COMPLETION OF MECHAMCALVENTILATION SYSTEK SUCH SYSTEMS ALL VERTICAL CHASES AND FLOOR PENETRATIONS. OA O7 2021 SHALL BE TESTED BY OR UNDER THE SUPERVISION OF: ALL FIRE-RATED ASSEMBLIES UCENSED PROFESSIONAL ENGINEER OUAUFIED TO CONDUCT SUCH ATEST; ALL FIRE DIVISIONS AND SEPARATIONS OR ALL PERIMETER FURRING AT MASONRY WALLS. DOB APPROVAL IS DATE DRAWING NUMBER 7.2 PERSON HAVING MINIMUM FIVE(S)YEARS EXPERIENCE SUPERVISING ALL LOAD BEARING PARTITIONS EXISTING AND NEW. A-03O.00 INSTALLATI SYSTEMS ON OF SUM AND QUALIFIED TO CONDUCT SUCH A TEST. SPECIAL NOTES MET EST SHALL SHOW COMPLIANCE WITH THE CODE REQUIREMENTS FOR Shed 9 of 21 VENTILATION AND FUNCTIONING FOR ALL OPERATING DEVICES.SUCH QUALIFIED 1. THE PLANS,INCLUDING ACTCUR TO NOTIFY NO[TIO THE ARCHITECTTIOOF ANY TAILSDISCR AND OR IN THE PLANS,INCLUDING FIELDCONDITIONS,CONSTRUCTION WORK ACOR TESTER SHALL FlLEA CERTIFICATE INDICATING WHETHERTEST SHOWS THAT THE SPECIFICATIONS PRIOR TO THE COMMENCEMENT OF ANY WORK RATE OF AIR SUPPLY MEETS REOUIREMENTS OF THE CODE 2. THE BUILDING SNAIL BE SUFFICIENTLY BRACED AT ALL TIMES DURING THE COURSE B. OWNER SHALL FILE CERTIFICATE INDICATING THAT THE VENTILATION SYSTEM WILL OF CONSTRUCTION TO SATISFY RAIN,SNOW OR WIND LOADS. BE OPERATED AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF 3. CONTRACTOR TO PERFORM TEST PITS TO VERLFY THE DEPTH OF FOOTINGS OF THE wdwra o°a.ReRA.aed. Cherico King Architect,P.C. POLY C4C 12' t' AIGMIKT�fa ems. M IW.MJLrAbm..RaFFlp4p1ALOOa✓®iCN. Architectural Design&Planning OISTP.IB°TW.V Box: W1 LOCKING COVER �.._- peYr.hrdYAOWre v"uvAaeanaasq,ad NabYas_pdnvdbTxdprhX°NtleH(eSea YlmAar ae,arrhm Finamum.rlmnm...mA�um+or�rn,seeF.sm.eaor�vm°nnsrm,ova 36.06 37th Street,2nd Floor ' m°�°imor",`ten¢` b:Am `s.rmi:°"mm`�°a.a�°w°amCO°0rs.e m®cmmlt�j1e'0ip"'r" Long Island City,New York,11101 FROM GWrS -PTO.LEACHING Fla-GS 'w r- S KM Do aMm>aAtlepnde°Iatl YelMnoCnbsxac,•e,a+Maes®uP,wefrma Prt w01a•�a.o<4 Tel:(718)392-0078 `Oi�'°b01o0W"°� E-mail:Cherico@ckingarch.com I ° - 4A91rWa,dW OfYfaie,oWdblvnmi.fitl>lw�+n.,4NcavfoNa♦1bvn�.bm.�t - - ON F4C,CUTL L�c'EuER Itsm N C1a4FR- f i2 TNl:rli UP:UERGR.<IN cw lACrI.GUTLEF !.Harm VAamenaAe.e.enr.eeufeNGbmMbe�mmaFe",siier pe19s"w6Vat0ed�na REV.Na REV.OATE a6LtaPIbN mere a ddmsm d e hnAs..ed.v.me'ae e,N ro w er m..«em n.:.n pawn lo+.me.w.m,In n n iEFMA!ER!AL TYPE r FlB6a ANT hmevbavab{aapaie d"abY.bdau manehMbmbMe..,.hmbas,abnwmd,nwa- PArsts" plP Ieoedbe -LLMddb addamad bevi�W emtrbiardle6me""born°mhTlia"w! 1 OlZfi1R11 ISAImfaR Pfl8169NAVYREYIEW POLYLOK D—BOX DETAIL Rrod:•..m�bd. amdar.oad.nvw.amN rmaa aa. .n"om.saw u o •mtao.ea.rlu..nmri..nrsndeerax.ds z m.+nmr Is�Foazuar+n RenEw ( PR.mzwcodamu.dvrtardw..e.y.e..ydrino.b as..emda.r N.T.S. PIC PIPE O.TN! ro"�aanOgYeMl mrn°m.sdhhrxnsavAhm PFnra+a ddeeaeiseSTATabav 3 OdOfl3aII ISeUm Ftli aOBREVIEW afAO e.G.b,00ahWa..IrdrLLbei.dmrd.ledmYAaWle.buem!®d®,d..ap.d�.bmdavt:�r W Q z To strrtc .aTm°.umnouaxAmThphne,gw,owrs O iR(Mf DM LM TAW T:Vow VA°Nratade.mw9i°mdavhCWN"amrmmeN.bm.N4Po0�anfpamatlbn PdWeaalte D:�' /� .tYam N52°OQ'O�A°E 50.00' eL era•PtC IY� tl R].PLC - E.T4aA°MHa1,NtlbNvlbOaeMFtleQedlua(.°i.mdmm MusobaMd�alndMae : -_-_ LDCKtNri COVER xausE ADaPrcW aarmalandavm..,rabce etla enddPawbls,wdagwmara.matw.r�mehada)apn°. L b sTh.r�dA.wowm w.lml.mmmrdvFivearzsbra�xarwaAer,.nrv.e. �- GEAN OUT DETAIL Q t 36'X36'X6'P.C. REMITE Pl:c C@1TRDL N.T.S. �mwReedem r SLAB WITH 6X6 PCOINRESSCR.P80 T,avad tledcebcaaa �' .miaM mrv�rtimomem.mm �` WIAXVL�VVM tTlbmYefie!"lLmdulesolsedabmma�ilaGaoaW .. ., .. A'ails+aY.mnw.lemmre"amdmm.rnW'u.ev danammnpvav�em'.imy 0 CDNTRDL PANE ELL 4 AIR PLR?+.• E IRlVAT aTM1F pMdeampvifdammbM1Y,kgdbr � V O �aTr+ ,hr mrhoemueedeuhru�me.aeAmaeeon a �J lMNatum"bmat mYabpaal0eam0 molMEae,mtll!°Mmed L_ POOL BACKWASH_ Iflt '1\ POOLb Q " �Dw;� fV �gb1 yL zPmo.em.e..wma�nwo.mm �/� .fl, .�,,,,�..'"� ,*.sefdarF.wnOa+Noe.olamamaeeab",vea.a,i�e.rdmsamm. VJ O .. I .o.wowrs uoune crls[AaNaraArmmmrsobwinebsea aenmxoawh•hari.hawea°oa. PRCPOSED.S1WtE — � ,; I ♦ uwdmmarabgddm.rmaimnam�o.aamad.a.wospaomrtpmwa 04 , PATIO(ti GRN�E. N t 7DW _. b Wr0 l ,f PROPOSED I� ROOF DRYWELL PANEL �tc"mn'al°"�' ROOF DRYWELL IjI III ,Og I t.id,eAEt+oAmsc.woxa.�cFm 3�'+ aa:rwroarasa it aewb�wrirmmrmruxelaaa i�mw.teruawmaw�vlw.rue.�are I II UP APPROXIMATE LOCATION Aw d a®a.W mere bns �d ro F�auwa�maw n.oa I I OF EXISTING HOUSE I II (TO BE DEMOLISHED) N dmeae n°mmaw Feo eoYRe raorPm sn uaamFadAroam 4+�1'gEX lA1r CaxeHtlA3Aa,r6eOKTX co ara1 IL-raiMeeiaWWihMaIORIMIha� hTN°a�IWLAf0la19lEWeaa®A4;,GLYal1@iMaa 11 SfLIWN Y.HARRON.fdS D�_ iA.c rs ra nnePROPOSED GRADE ELM 53.85' 3X1' 5BEDROOM2jSTORY T.ncamnaEuuenrbaan.mxLenae�ocr ammwmuarsureCONCRETE PAD °°a®A"°of°""'o$m"nm"°w,.�r�`w'aa�adrF""°uninewieavno,sarret�svuloreEem�wira:rR�. Alideas,designs,artmgemerts and plms Indicated FOR AIR PUMP { ELEV.=64.0' v APPROXIMATE LOCATION —0:5•SANDY LOAM(SA!) s��P� or represented by this drawing are owed by and AND CONTROLS �. OF EXISTING CESSPOOL TO M.+meoss�.� a,a � BE REMOVED. a nor®waa,w�mm�a a the property of CTa ca King Architect PC.and neee ueo[e0.evolved,and developed for use on,and In v b. roe.roee PvawAsn�°,wva. connection"ith the specified project Nane of such C,O:IN , ideas,designs,arrmgenents,or repraducb'm of ��+T v ELECTRIC RISER DIAGRAM +he�TRumaLTMra m pleas shoo be used by err dndased to my palm, ELECTRICAL t TE3T MIXED SAND WITH mamuronfemvwuauoin;asaesnoaaupshinamnmmmu .. fum.err corporation for my purpose vh.ts— /r N.T.S. dthcat the exp ess willm Pemhissm of Che co CONNECTION IN HtJtE (1 GRAVEL (SP) a.AaeL�war.swLSsESEhrar®w.eMri.mrw.aovRAci®+a:ahla.�.nr�m+AiTirewmad Up,.v shosruREaornvhrAs ovTemesnhnsa,aubxmmofTesr. Z King Architect PC.Written dimensions on these CONDUIT PORCH .a.,.1Laa�amthsAmmau,naw,.wvETazmaowrea W dm,ngs shill have precedence over scded GARAGE 0 dmensions.Contractors shall verify and be r I{ VENT LINE FL 550 'V"t =5.09' 10/4/19 r.wmar inmrm aorcuaAha,osa+nraAmrera¢c,mrhmaAermra:wnera Z J respms3le far ill d'enmsims and conditions on the ' CONCRETE CURB NOTE.. .,.he. 'ear's• a"vr16n"'°°ra'em¢'rr�"r°°n'm"a"oQnA"n'°°° � = jab,and this office must be notified of any variation SITE 553325.1 Rol.a,rMtaharlelTla,hWihElrrbar. AIR LINE ¢ THERE ARE NO DOMESTIC WATER WELLS = Z F- �o.fings. sons and emdtims show by hone _ SANITARY SYSTEM DESIGN W = CI, HYDROACTION ° C f Ib WITHIN 15.0' OF SUBJECT PROFER.TY (� -1 0 N Applicant of record has not been retained for AN500 I t'I 17.0 Q rn '� supe san of aonswatian and spedm/Prog ess APPROXIMATE t I OcroBER Ta 2020 5 BEDROOMS f_n 0 1`O. Inspection. LocanoN of �;� o-sox 52'_[ I-'� ucELECTRICAL -t HYDROACTION - AN500 = 550gpd 11 U) `�° CO NO WATER ENCOUNTERED a i eo This approved only far eak Indicated m the EXISTING UTILITY SERVICE I.0`FROM X applicafanaspecification sheet All other matters POLE f PROPERTY LINE U.11lL show we not to be relied upon,or to be 1EACH IN G a m eansdered either berg approved a In acaordana ith applicable cad- WATER it- PROPOSED - [2] B'Dia X 8'Deep Leaching Pools W a a WATER SERVICE '^ [1] 8'Dia X 8'Deep Expansion Pool NJ GRAVEL} ° jZS O Leaching W/ ��. I. �Wi teel"nos�nvst be insoected.bv th°, CONSTANTI NE Leadiing PoolsW!Be t 1 ^, s0ffolk CC; pe Aft.of Health Service& � 'm TRAFFIC COVER* ( EP reee 275 MIRIAM RD -7 \ �r: Cali.(63i)8523759,4S.harvs in R__ heavydtttyrast(ronccversadvance,tosrhedulaihspdction(s).. m3 a MATTITUCK,NY min.60lbs to grade ----- — W C - - hI e'Dl9 x e�Deep ASPHALT f- SCTM#1000-99 1 28 Expansion PoolW/TRAFFIC O ORIVEWAYf ' a PaaEcrADOREss COVER W1 heavy duty cast iron o t e -covers mins0ltis to grade.THIS N P, e Constantine's Residence POOL TO BE INSTALLED WITH ca , O Ory�s� 275 Miriam Road, OTHERIPS t f tj ! Mattituck, NY 11952 And the line Must'be �748, Design Professional'sCer ficatiarrRequired, DRAVANG TITLE f ICapped. `L - 7° --- 4 Submit P.E.or R.A,Ct rtificatior)For, S ° '00"/IN 50.00' ystern SANITARY SYSTEM Abandontnent of the existing sanitary system must be in ' g The•Ihstailationecnd Construction.o he Sewer a Oispo631 S APPROXIMATE i U,e'1 W1r 073: DESIGN LOCATION OF EXISTING, conformancevViiththe Department's requirements, DRAWN BY:.JF/JP BILL OF MATERIALS UTILITY POLE . Submit completed form ItVfAfil 06O as proof nil. / nnxo r mm SEAL 6 SIGNATURE PRDIECTNa. APPROXIMATE LOCATION / �p2a OF�p�l Jl a ;" MARCH 17,2022 CK21-016 OF EXISTING WATER MAIN. /M`�,y BVC.g\GN 1({1Vll a�°" " rF.°,` F SUFFOLK COUNTY DEPAR Nr OF HEALTH SERVICES DRAWN BY (PROVIDE.NEW 1-1/4' p UNDERGROUND WATER: PERMIT FOR APPROVAL OF CONSTRUCTION FORA C.K MAIN SERVICE TO THE - u,e S a n SCALE:AS NOTED CHECKED BY ,«�a„h.e-e SINGLE FAmtLY ES:DENcE ONLY HOUSE) C.K. Fac:.•we aoca Fus:,•we cam-_ Fac.;'P';2'•., SHEET NO: DATE: - - _ --�— DATE 5120rz02z REF-No- R-22-0358 04.07.2021 n u r1A-tWaw APP /�, DDB PROVAL6 DATE DRAINING NUNSIR ROVED - [.+� fiW a4w FOR MAXIMUM OF 5 " BEDROOMS : P-100.00 HYDRO ACTION EXPIRES THREEYEA.R$FROM DATE OF APPROVAL shenl 10 of 21 SITE PLAN AN500 DETAIL - = 1 SCALE: 1" _. 20' SCALE: NTS Cherico King Architect,P.C. Architectural Design&Planning DEPARTMENT OF BUILDING NOTES: rl MINIMUM 2'-0° fl MINIMUM 2'-0" 36-06 3 7th Street,2ndFloor Long Island City,New York,11101 ALL WORK SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THE Q 7) HOT AND COLD WATER PIPING: ABOVE ROOF ABOVE ROOF Tel:(718)392-0078 "� RESIDENTIAL CODE OF E-mail:Chericockinarch.com NEW YORK STATE.ALL AMENDMENTS AND RULES AND o.PIPE: COPPER TUBING, TYPE 'L' cherico@ckinguch.com OF THE DEPARTMENT OF BUILDINGS TO-DATE INSPECTIONS AND SIGN—OFF OF COMPLETE WORK SHALL BE MADE AS PER LOCAL JURISDICTION OF THE b.FITTINGS: WROUGHT OR BRONZE GENERAL ADMINISTRATION PROVISIONS. c.J01NTS: 95-5 (TIN AND ANTIMONY) SOLDER REV.rvo REV.DATE oEsaaFnoN THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPUCATION d.GATE VALVE:ALL BRONZE;SIMILAR TO STOCKHAM 8-109 1 m.rmr 1591E0 FOR PRF11aNM'l PEYIEW SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH e.SWING CHECK VALVE: BUNA—N OR TEFLON DISC, SOLDER z aJ_ ISSUMFORZONING RENEW APPLICABLE CODES. ENDS, SIMILAR TO STOCKHAM B-301B a mc= ISSLEO FOR OODR EW ALL PIPING,VALVES AND FITTING SHALL BE SUPPLIED AND INSTALLED PER THE 2020 f.BALL VALVE: TWO PIECE, BRASS,TEFLON SEAT, C.P. BALL, 4'STACK 4 STAC TIN K PLUMBING CODE OF NEW YORK STATE SOLDER ENDS, 400 PSI, SIMILAR TO STOCKHAM S-215—S. & VENT & VENT 9 ALL HOTA ND COLD WATER INSULATED WITH BERGLASSPAND GCOVERED WITH ALL AND FITTINGS SHALL BE ATTIC SCOPEOOJECT SERVICE JACKET. PROVIDE VAPOR BARRIER FOR COLD WATER ROOF THIS PROJECT IS FOR NEW PLUMBING WORK IN 275 S THE ROAD,FOLLOWING: CK PIPING. INSULATION TO BE MANIVILLE MICRO—LOK 25/50. 1. PLUMBING COUNTY.THE SCOPE OF WORK INCLUDES D 2 FOLLOWING: INSULATION THICKNESS FOR HOT WATER PIPING TO BE NOT GUTTER & 1. PLUMBING TO NEW BATHROOM IN BASEMENT, 1st AND 2nd FLOOR, 1st FLOOR KITCHEN,OUTDOOR SWIMMING POOL LESS THAN 1" OF INSULATION. INSULATION THICKNESS FOR LEADER 2° 2'� I I _ _ _ ~ f-- 2. ALL APPLIANCES AND HEATING EQUIPMENT TO BE ELECTRIC,INCLUDING COLD WATER PIPING TO BE 1/2"THICK. _------,--7 I —I--7---1 7--1 STOVE&HEAT PUMPS. 8) SANITARY, STORM DRAIN AND VENT PIPING - 1 a.PIPE: HUBLESS CAST IRON SOIL PIPE CONORMING TO CISPI 2' 1 2 1 2 1 2 1 2' 1 I 12 1 2 12 1 2„ 1 12�� 12, 12 STANDARD 301-72, WITH STAINLESS STEEL COUPLINGS. 1 I ILAV ILAV IWC 1 IWC ILAV ILAV ' IWC ILAV b.SERVICE WEIGHT HUB AND GASKET CAST IRON SOIL PIPE 1 1 GENERAL NOTES: ITUB 1 - i TUB I �- FOR UNDERGROUND PIPE. I '.ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE g) HANGERS AND SUPPORTS: SH WER 2 2'' I 2" 2�� � 2" ISHOWER 2nd FLOOR 2020 NEW YORK STATE BUILDING CODE. 2.CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE THE EXACT a.HORIZON CAST IRON SOIL PIPE, CLEVIS TYPE HANGERS WITH FIELD DIMENSIONS AND EXACT LOCATIONS OF EQUIPMENT, PIPING, STEEL RODS AND SPACED 5'-0" ON CENTERS. PIPING I I I C.O. I ETC.AS SHOWN ON THE PLANS. 1-1/4"AND SMALLER SHALL BE SUPPORTED EVERY 8'-0• C.Q. 3" 3„ 4'� 14" 3„ 4" 3 C.O. 3.FORTSACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED AND PAY MAXIMUM. THERE SHALL BE NO METAL—TO—METAL CONTACT FOR SAME PRIOR TO THE START OF THE WORK. IN SUPPORTS. PROVIDE SHEET METAL STRIPS UNDER I _ INSULATED PIPING. PROVIDE EXPANSION SHIELDS SIMILAR TO _ 4.WHERE REQUIRED, PENETRATIONS SHALL BE FIRE—STOPPED TO HILTI FOR FASTENING HANGER RODS. MAINTAIN THE FIRE RATING OF THE ASSEMBLY, IN ACCORDANCE b.WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT 2 ' 2'1 12 1 2" 12' 12' 12 WITH ASTM E 814-97. I I 1 1 FASTENING OF HANGER RODS IN REQUIRED LOCATION, I I I I I 5.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES PROVIDE ADDITIONAL STEEL FRAMING AS REQUIRED AND 'SINK 'SINK I IWC ILAV I IWC ILAV I WITH THE STIPULATIONS OF LOCAL AUTHORITIES, BUILDING PPROVED. PIPING SHALL NOT BE HUNG FROM OTHER PIPING I I MANAGEMENT OR FACILITY MANAGEMENT. OR FROM PLASTER CEILINGS. - I - I TUB 6.THE CONTRACTOR SHALL VERIFY CONDITIONS AT THE SITE,VERIFY c.PAINIT HANGERS AND SUPPORTS INCLUDING RODS, INSERTS, 1St FLOOR 2 2' I 2° I 2 1st FLOOR ALL DIMENSIONS, AND NOTIFY THE ENGINEER OF UNUSUAL ETC., WITH ZINC CHROMATE PRIMER, OR PROVIDE CONDITIONS IN WRITING PRIOR TO THE START OF WORK. GALVANIZED MATERIALS. GRADE 7.CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSPORTING ALL d.PROVIDE APPROVED FLOOR STANDS, WALL BRACKETS, C.O.I I C.O. EQUIPMENT TO THE JOB SITE, INCLUDING RIGGING, FIELD MASONRY PIERS, ETC. FOR ALL LINES RUNNING NEAR THE 4�� 4' 4" 3 G O All ideas,designs,mrongements and plans indicated MEASUREMENTS FOR RIGGING, REMOVAL, ETC. FLOORS AND WHICH CAN BE PROPERLY SUPPORTED BY THE —i— th represented by Then dIong are owed by and F——T I the properly of Chedon Xmg Architect PG and rare S.THE DRAWING SCALE,WHERE SHOWN ON DRAWINGS IS FOR FLOORS OR WALLS. 1 "I ��1 Created,evdwed,and developed far use on,and in INFORMATION ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS 2 2 1 2 1 connection vith the specified project None of such 10) PLUMBING FIXTURES: POOL I I 4" ideas,designs,arrangements,a repreduction at AND CURRENT CONDITIONS IN FIELD PRIOR TO START OF WORK. o.PLUMBING FIXTURES SHALL BE AS SPECIFIED ON THE I I LAV 1 WC plans shall be used by or disdosed to any person, IF ANY DISCREPANCIES BASED ON CONTRACT ARE FOUND IN THE ARCHITECTURAL DRAWINGS OR KITCHEN CONSULTANT I fmn,or corporation for any purpose ehatscever FIELD, CONTRACTOR SHALL NOTIFY THE AUTHORITY AND AWAIT DRAWINGS. I 1 HOUSE FAI rithout the express eritten permission of Cherico INSTRUCTIONS FROM THE SAME. King Ardhitmt PC.Witten donendons on these b.PROVIDE ALL FIXTURES COMPLETE WITH ALL SUPPLY EUBASEMENT SHOW R 2" I TRAP I GRADE drarings shdl have precedence over saded 9.THESE PLANS ARE APPROVED ONLY FOR THE WORK INDICATED ON FITTINGS,TRAPS, VALVES, CARRIERS AND APPURTENANCES DRYWELL ROOF ' dmensions.Controetors shill verify and be THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS NECESSARY FOR OPERATION. SEE ARCHITECTURAL PLANS FOR I responsible for all dimensions and conditions on the 1 SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS SPECS NOT CONTAINED HEREIN. DRYWELLS C.O. 4" C.O. I job,and this office must be notified of any variation EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE 4 C.O. 4 — — 4" fran the doneasians and conditions sham by these CODE. c.IF NOT SPECIFIED WITH FIXTURE, PROVIDE CHROME PLATED TO LEECHING dreeings. SUPPLIES THROUGH WALL. WHEEL HANDLE STOPS AND 4" POOLS & 10. TO THE BEST OF THE APPLICANT'S KNOWLEDGE, BELIEF AND FLEXIBLE SUPPLY RISERS, TAIL PIECES, CAST BRASS EXPANSION Applicant of rerord has not been retained for PROFESSIONAL JUDGEMENT,THESE PLANS ARE IN COMPLIANCE P—TRAPS, WASTE TO WALL ESCUTCHEONS AS REQUIRED. supervision of—traction and Special/Progress WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW d.ALL FIXTURES TO BE IN COMPLIANCE WITH LOCAL MUNICIPAL POOL inspeation. YORK STATE. AND STATE HANDICAP REQUIREMENTS IN GENERAL ANSI A 117.1 IS TO BE FOLLOWED. PROVIDE INSTALLATION ON ALL This plat is approved only fa Bork Indicatede ..i on the TRAPS AND HOT WATER SUPPLIES WHERE REQUIRED. application specification sheet All other mattes PERMITS AND CERTIFICATES: e.MOUNT ALL LAV, WATER CLOSETS IN ACCORDANCE WITH SCHEMATIC SANITARY RISER DIAGRAM sham arc not to b i relied upon,a to be GOVERNING LAWS. considered either being approved a in accordance ACONTRACTOR SHALL GIVE THE NECESSARY NOTICES,FILE DRAWINGS eith applicable tales. AND SPECIFICATIONS WITH THE STATE OF NEW YORK LOCAL BUILDING f. PLUMBING FIXTURE COLOR TO BE SELECTED BY OWNER. P-2OO SCALE: 1/4" = V—O" DEPARTMENT AND ALL OTHER AUTHORITIES HAVING JURISDICTION AND 11) SLEEVES: OBTAIN ALL PERMITS AND PAY ALL CHARGES FOR ANY WORK UNDER THIS SECTION WHICH REQUIRES A PERMIT. a.PROVIDE SLEEVES WHERE FLOORS OR ROOFS ARE B.PR000REMENT OF THE NECESSARY CERTIFICATES AND PERMITS FOR PENETRATED. NOTE: ALL WORK INSTALLED SHALL BE DELIVERED TO THE OWNER BEFORE b.FLASH SLEEVES THROUGH ROOF TO ROOF DEC MEMBRANE. SEE SHEET P-100 FOR SANITARY DESIGN, LOCATIONS AND SPECIFICATIONS THIS WORK IS FINALLY ACCEPTED. WATERPROOF PIPE PENETRATION THROUGH SLEEVE. C.THE CONTRACTOR SHALL ARRANGE FOR ALL NECESSARY 12) INDIRECT WASTE PIPING: INSPECTIONS,PAY ALL FEES FOR THOSE INSPECTIONS AND TURN OVER a,PROVIDE ALL INDIRECT WASTE PIPING. PIPING TO BE COPPER COPIES OF ALL INSPECTION REPORTS AND CERTIFICATES TO BUILDING TUBING AND SHALL BE ARRANGED TO CAUSE MINIMUM MANAGEMENT. CONGESTION BELOW EQUIPMENT AND IN THE SPACE AS POSSIBLE. TERMINATE THIS PIPING 1"ABOVE FUNNEL PROJECTADDRESS PLUMBING SPECIFICATIONS DRAIN/FLOOR SINK AND CUT END AT 46 ANGLE. Constantine's Residence 1)THE CONTRACTOR SHALL FURNISH AND INSTALL A PLUMBING SYSTEM COMPLETE WITH ALL EQUIPMENT,PIPING,VALVES,INSULATION, 275 Miriam Road, CONTROLS,ACCESSORIES AND ASSOCIATED WORK IN ACCORDANCE Mattituck, NY 11952 WITH THE LATEST 2020 PLUMBING CODE OF NEW YORK STATE.ALL AUTHORITIES HAVING JURISDICTION,AND THIS SPECIFICATIONS. DRAWINGTITLE 2)THE WORK SHALL INCLUDE ALL LABOR,MATERIALS,EQUIPMENT, HOISTING AND RIGGING,SCAFFOLDING,AND SERVICES TO COMPLETE PLUMBING NOTES III THE SYSTEM AND PROVIDE THE OWNER WITH A FULLY OPERATIONAL SANITARY RISER SYSTEM. 3)THE MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A DIAGRAM PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THIS WORK. SEAL B SIGNATURE PROJECTNa. 4)CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AND APPROVALS CK21-016 AND TRANSMIT SAME TO THE OWNER.CONTRACTOR SHALL BE DRANK BY RESPONSIBLE FOR ALL FEES AND UTILITY CONNECTION CHARGES. C.K. 5)THE NEW DRAINAGE,VENT AND WATER PIPING SHALL CONFORM TO THE NEW YORK STATE BUILDING CODE REQUIREMENTS. CHECKED BY C.K. DATE: 04.07.2021 \ / DOB APPROVALa GATE DRAWING NUMBER P-200.00 Sheet 11 of 21 Cherico King Architect,P.C. Architectural Design&Planning :p,s.`,,. ,.✓7 ,+ ..:_:_ e. .I +:.✓� rx->:e'.. sg.`tt°.�. f'.>i ..� .,, rt i.a u<drteu. .cierdjFrcd f'>A"., Generated by REScheck Web Software • cap W /e tR¢3 Fbaidt r CRa Nis i Epmm Aw'um a` ;f"tMnar pa fhln•Rpegln5e )plf¢s comet S1TA6vmpggns?; 3G0637th Street,2nd Floor d. .,��°.::. &3«RipF`� *+k' ,. ,.c,.,' v Hp x-' ✓y r� y� �'. >F.�✓: tD / 3 ✓,.,.�,�� �_ •es ^*5' '*•. t Long Island City,New York,11101 Compliance Certificate 40211 C.m ll tlbe...,, II R- R-_ CC mpll¢s 5 £m eprq m4riva 403 0* Ductsdeclared to be within the CComPli Require cwll be met. IFO4]' ns 1 n a 1 Where1 t Co s Noe a" aa 1Fa2E1' ndit a'p nh I �' '` ,�CD.SS t Tel:(718)392-0078 Insulation eel f b our R- R-- ✓ pl teM1y M M t , v locaf1 oa'plans/Spec:A- E-mail:Cherico ckin arch.com may d t during r'N t Obsery DI D b m a M th building � QNot gbservable'02a g Ins WI pep[I:o Not CN tApplc bl '' to I etop 2)b ell CNOGAppliceble red cell h andl b '<� MI rig ins I i gEV.NO qEV.DATE OESCWPnON 1 Project 275 Miriam Rd in_CII tee 3: : .....-- - _-_- - T - >�SR40336 thedh rdl t 01262a1t ISSVEDFOq PRn1MINM'l RENEW 3a3.2 'Co dlt( d b m [ II h ' �" LC pines -Req irement will be me[. ✓ a< 6 [FOSI` Imanuo In-ll ripe MORE,,- ,,-'� C ❑D .that reel PI¢tely thin M4 �� �, /'.: -- Energy Cade 2020 HYStreteh-2018 IECC 4ns ^`^c'� / L edam on anzfs may' t I bail a thin/ •� §,�s •d'J'g 2 m.ta2lDt IssuEofoazoMN6 RENEW LacaOom Mattituck,New York lecturer's lost ��,^ :ENOU4 '"•G �' °'"� LN Obse DI P _' -thabulltli gM m 1 1 p k> 1 �'. ConstmcbonType: single-family _ _ - ,a�;Ar...l;;/,� `�, r• .-PPupbl ___ ._.... � dM tlRl;�ekg 15 la 1591EO FOR DaBgENEW Project Type: Now Construction 402.2.9 Co rid nedb seen t 11 �_ft -h CC mPlles Ma En i0 aasama us �,J'>f dH00 dfl fe t f eel by 3 �� Cmd'tloned Flpor Area:4,848 ft2Male rorvswe4 py toed t ys[ 3)h Iing E" (F06] ( I tb em of Haler CD N[ J' Glaring Area 7°6 dint f ropof Il CN Obsery al ,yyyi I t do I 5t II d ��- ClimateZane, 4(5331 HDD) - GN CApplit bl eg`n[ae ddnbP POS 3 ove the iI If 9 ' Pennn Date- 303.21 -A Prot Vedng t II d,+,! f C[ PIl 'Req rement wTl be met. 1 b R. I tl R Permit Number. fF0}1}3toP t rt P eel M /✓ OD Not Vet fM In ul he ,. „yp.,;+, ___ _ ___ n la[ and -xte d ✓ L gaaon on plansispe<: `^^"F'� minimum of 6)n.bet wBratle ERM ,- /CH tO65angbl EN-004 Oe 4HYAdpP g nu Yng Ru cis ,R-_ <R ❑Compile Regelr Il bemet. Construction Site: Owner/Agent Designer/Contractor: ,. ,.,Ek CNOtgppiiC bl ri1`7� bo i05 F rch 11¢tl Ruios c7DcesNot g itg sys �. qu'reme �{{. libel 55 F re aulatedtoaR- LL tl pl ns/spec:A- 275 Miriam Road Nir](Canstantine Cherico Km ., f5now-end'ce-melt rein � +3✓13Y. '_ UGC mph es EepdomRe Mfs A LINOS Obs bl Matbtudk,NY11952 166-3814th Ave Cherico King Architect PC fRcf ,�ron[rohinstallea. v"o°" CDces Not n 'applicable. / 17NtAppl bl B 17)4,1089 9 11357 36.06 371h Street.2nd floor d §` g ... p quire t will b met. (917)d408949 LIC NY 11101 �, : ['N c Observable 4034.1 ;P [ctfon of lnsuladbn on HVACj ' R/sUmP Oaln Ile Rnick@a_i,k.com 17183920078 '.'» 9/.`�„3',Fi, .'ri'../r,r/:+ ;;;,.CIJo[APPliceble tFR24P 'Ppm9 �„ '/�%/// D s-N[chedco@tWunchcoin i$ : ' NtObs bl L orlononplanslpecAAdtlutlonalCOmmentsJAssumptionst f+ 02a�JNot 4pPllg ble 4(33$ '^Fl of water pipes am inwl team R.- R 11clarp is -R qulrementwill be me[. tt$�- :,R-3. :QD°es'NOI • - :CNot Observable Locetlon.onplans/spec:A- C4mpieacr.14. Better Thant a Ma.mum DP 306 YOYIIA 330 Mao mum:HGL:D.40 Yrwr BHG<:a.16 020 fie waHmrar Worse Thais Caae 1MnreMea Mwdeu maamp0antema Muse kMaMan code traaeaX min .s LUNot Applicable i aTyrnW Wewm rim easur¢s _ sI b + ¢ d fta na a, ansiaered th I✓s ,F¢ t W q.:a path. RESchw:k Ea h slat-na rade �6 ergy W tfe R R-- 7Dess l 0.egoi m t Il be met ace r 6Ky Ih..,e rxi.ted c,mate zan¢ntusrrneat c.e mimm.fnan¢rgy,a-,a nz.latian a vafb¢and drpti,regtlr¢ns¢nf5. tf swH y t t n 'CDoes'N t /-guldalnes in R4033A-5', 'CNat Obserwbie.o2ll-ion sm plans/sPec:A- ' 'CNet Applicable Envelope Assemblies �)D3 £Automaticge trda p re �cmPh Regwrementwillbemet. -- fF3.3 I c Ilea II rd w - yid ✓A�� �Doei N t a a nlakesendezha sus.. I]Not Ob able .. i �•'<+.,s d,4. ><Xr'�,sfl QNpt Applicable A­bl, G...s,Arm, cavity C,nt. Prep. Ran. Additional CommenWAssumptions: Calling:Flat Calling ar 5cisSe,Truss 1,616 490 0.0 0.026 0.026 42 42 Well:Wend Frame,16-o.c. 4.392 21.0 210 0.025 0,045 103 185 Window 2:Woad Frame 291 0170 0.270 76 78 5HGC.0.18 Basement War:S nrete Slid Carl-o,Masonry Wall heighb 4.1, Depth below grade:4:0 1,616 0.0 10.0 0.066 0.050 307 Bl Insulation'depth:4.0' Capplienre Statement The proposed building design descdbed here Is consistent with the building plans,specifications,and other calculations Submitted with the permit application,The proposed building has been designed to meet the 2020 NYStretch-201B IECC m uir me is in REScheck Versim':REScheck Web and to comply with the mandatory requirements listed in Me REScheck Inspection Checklist NI ideas designs,artongemmts and plans indicated Name. it a signamre Data or represented by this drawing care omed by and the property of Corico King Architect.PC.ad were created,evolved,and developed for use on,and in connectlan with the specified prD*L None of such ideas,designs,a orgemelts,or reproduction of 9 ...c _ _E,,, _____ , ____ ____. 1 plans shell be used by or cis lased to any person, 1,W him [fT:rl) Medium Mpaa(rier2) f3,1° Impact(Ti¢r 3), Hg Mpact(Tier 1) a'Mdac[e Impact 2) ,3Low1 pact mer3l.._ h ....... ... _._. lino,or corporation for wily purpose whatsoever Project Title:275 Miriam Rd Reportdate: 052622 Pmjact.TIDe:275 Miriam Rd Report'Oate: D5108122 project Title:275 Miriam Rd Reportdate: 0510812 without the exp written permission of Cherico Data filename: Page 1 of10 Data filename: Page 3 DUB Data filename: Page 5 of10 King Architect.PC,Witten dimensions on these drawings shall have precedence over steed dimensions Contractors shall verify and be responsible fin of dlRlmslana end candntlal9 an the Job.and this office must be notified of any variationham the dmensions and conditions sham by these drarings y9d .is„> 9 w.,P �Ytirx6 ;EEeta ve3Fre �v�. ,a'9 / ,, >^' ,>�r, REScheck Software Version:REScheck-Web -' t a der zaliv¢ f ✓ , d # .kramiagfA gk� idcpact[¢p. - �•. e p71 ;' ® Ass mpU s. ,N;, rarsltfatiptnt peat{on�':�y• "s" : y - i;{ lies GRwi6!tYeaTs1A p7 . Applicant of record has not been retained fa AR¢.ia•.; 5. Wa Yalfte :'.� 3' ::.! #rYo, j� T,�4/pWef.'r,� YaTae �'.�''/� .�7 3'.fi,T'.�`?3/ „j, Inspection Checklist - emaw, mp�;m°}caniWaG°°and Spedal/P ag ens 4023.L a,enag Ufector feria-we ghted U U CC pl es Servo En by as 03,k'X All installed H Is labeled / - CC=PI're 'R g Irementwill be met. blsPectim, d02.3.1, ave29e1. CDo 'NotGw,a, the Installed f. ���/j% / �+'s�,' Co Nat Energy Code:2020 NYStretch-2018 IECC 6025' CN iDbaervame x ° 'dell � .*`.✓s QN lobo m Requirements:98.o%were addressed directly in the REScheck software CNoYADpri'came .. ,� .... „--__ IFR2P : .,,,,,. 7 QN tAppl This plan is approved cal far wank indicated m the 4021.1, I t n R I Xlhslsa R R CLpmpBes b s MeE p mur: application spedficolimmt All°Nis matters __ __ __ _ ma ro,,moo D Text in Ne'Calnments/Assumptions'column is provided by the user in the REScheck Requirements screen.For each _....__. .--- .--- .: y- - h' '-be me. 40125, II th [teas[55 oP the '�Wood ,❑Weed ❑Ones Not .f' sham are not to he relied upon,or la be requirement.the user certifies theta code requirement will be met and how that a documented,or that an exception 303.1.3 U-fa to .off a tmm praducU•'�" .. Ccomp es Aegwrementw it t 402.2.E It Icon on the wail Mass ❑Muss considered either being roved or it accordance is being claimed.Where compliance is itemized in a separate table,,a reference to that tables provided. (FR41` .are d t i d /✓, q CDoes Not _ ON3P 'xt m e#eel I sWation 'C :CNot observable 9 wDP d e Steel Steel with 1-cable codes r-•-1,;- - .takewith the lmmf ehe defamRt bfS��q �$ SCN[Obs rvable 005la,�WNDOW lo.an SCHEDULEA s `requiremen[appl�es(FR10). CNP[Appliceble _ aPDn am "' {4ongV T78ad� PtaTdVgat, ` Y � ,,,r ^ f;? yCN.Applicable AND SPEOFlLATONS. GPmmanLs)ABSRniptiaris - .__ .--.-..__./B +P•,t, itapetftoh7F�anTi4+hFow Tfala ,.1 F2 ,nliso: «/,damptre9y -- - •^ss=l::`~ lies- R a mint win be ores. �,.T />/,.;../, 402411 Air barrier and thermal g+, xC[OmP aq ire, �032 }Wll Iauon.is installed per �° ^1103,1, :Constwcbon dravnn9 d am "QCompuas :Ilequirementwll be met. tFR231` instlled per mamgfct r � .Fj„Cpdes-Not N4P manufacturers Insumctlbns. y /�..,F ,,+,`g CDoesNot- i103.2documen[atian tlemo t [ !l �. Instmc[IOns.Anapp d tti d �.'� Locetton.on plans/spec: i d. S „!�S .a Lwcatlon on plans/spec. „ ,d„,.+J, -CD sNat Location on Dians/s eo .partyw711nspect all cempon¢ncs�; ',� '�� , ,WtObservable.OWNERTO.RETAIN.3RD F,4' �F•s"�,.°' 'CNot Observable'EN-004 .IPRII' energy code mmpba e f M ':�l y- .• '"'ONo[Observable: P '^ / ''� i :bwlding enveloPeTh 1 -'`# ,</ :EN and verily compliance Se y ,� � �,r,F�„/CJNot Applicable pARTY1N$➢ECTION AGENC,. ,,, n e > 19,°.CNo[Applicetile envelope represented f ' ,y QNot Appl'cahle. racoon details 'rig guidance + AddhortaI Comments/Assumptions: <mstmction documers .� �,<''s� v1 fro Tbl k4oza11 yam, 'r ,', r:'` --- --_-- ...--_- 3031 'Cmstmctlondraw rig d b>�j >' y>, '"per,.'' QC mphes :Requ iemen[wil be at. 40243 'Fen Y b nthac is [ tab IIC€,//Jre � CC_plies Regalmerent will 3033 documentation demo t re `,�j YT'� �� ��D shot [FR20] 1 Y tl ell bet d g i ,� CDoesNht 403 7 :nemY coda wimple f /�� -Location on plan vrspec:A- AAM0.lWDMAlCSA 101A 5 2/M40 �^ ' IPR31 -lighting antl median I YsI - / tObservablei M1 fit [ t P NFRC / .� CNO[Cbsery pl Syscems serving mull PI l/_SON t Appl ble 020 400 m t a t e ea CN[Applicable .a ring units must demonstrate .. ,/r .- - -... _ pbancs with the IECC �+'<'y �jy 3 / 802115 sIC tell seal bghd 9 rxt g.�-6� j g n CCo Pbes Req men[well be met .E inert al Provisions a r' ` RI8 cal tl Ch in fired Fl iih x C L .H bog antl cooling equ Pment is:Healing: ,Heating. DC pl es .Requirememt will be met. y tl I b jell era f tl [ s2.0 elfin Not Obs rvable /+ ;4g3'2�' dperACCAManualSbased :Btu/mr_ :Bm/hr_ OD shot :leak g [)SP � GN tAppl able PConstantine's Residence itPR2'/ I ads tatculatetl per ACCA Cg 1 n `Caohn iLOTation on Plens(sPec.A. .A`s3.... .. �, /�! a .... ! -M l or o ° 9 9- :I]Not Observable: 03 [ t -I Ex rid Ducts In red uaI they method .020 4 31 Supply rch d CC. p p I' pProved by Ma<od ff I I Btu/hr_ :Btu(hr_ "pNo[APDI cable (FRl 1insulated RA h duct I 1 // QO Not Pletely i lee[he 1 r=31 h t d mile tl .��' ✓�/ CN tabs bl b Iltl.rge.ve'ape• 275 Miriam Road, 'R6 h 3 ch S poly ndr , Mattituck, NY 11952 Additional Comments/Assumptions. et and ctst M P nl f �„ r; ! [Applic ble ❑N [he building l teal R6 far fdiameter r 3 rich-3irchasimdll 2 Y d`3 y yyya{/ DRAINING TRLE 403 3 2 Duch h dl d flt 4� 4 d y'LOo. pies Req I.me f will b t [FR131 bo led M ~QD a Net ENERGY ANALYSIS 0 Jointsli PI( t Ith yy "'y✓n CNot065ery bl Location Pt s/spec:A-. Im t n IMechanical Cotl a J.+,>p/ /� 020 (1 OF 5) 1applicable. PPI bl i R d [I Cod€d 1 ++- y j Over Applicable 4D33 Du¢ysm wbu kl 9 rid g ,y � � QC ,less Req Ireme t will be et. [f132]i' "adtl by l red in. /�. ❑Does Not c drip eel pe e.. ccod rice n+/,+J In then em plans/s A. sEAIasIGNATIIRE PROJECT Na. YaIM s ti R4033 7(12) 4 /'° RCN t Cbe n 9bl l G20 peer. CK21-016 403 39 Dues Sited 1n accordance + 6 'SCC pl es Req i m [ II be met. DRAM BY (FI33P with ACCAM 10 d Is^ � J jC0 e N t R403 7-e L O n Ove,pl. /specl A- C.K. N s'` �l CN LAPPIic DI 020 403,35 ':eu ld ' era tuned as _pl R me[ Ilb t. CHECKED BY iF+lsia ctAro plmans. L .�' y Oo .Not q C.K. f '"� >✓ ryti,,�r.> L caUan on plans/spec:A- �r�CN tCMery ble 02O DATE: 04.07.2D21 DOB APPROVALS DATE DRAV4NG NUMBER EN-1.00 1:High Impact(Ter 1) 2 M tlium Impact(Tier 2) A'trnv pact(Tier 3) 1 .1 IHigh Impact(Tier 1) Medium I act Rier.2) Lo I tt I p, 3) 8had 12 of 21 Project Title:275 Miriam Rd Reportdate: 05108122 Prolect Tide:275 Miriam RdReportdate: 05/08/22 Project Title:275 Miriam Rd Reportdate'. Os/p822 Data Filename: Page 2 of10 Data filename: Page 4 of10 Data filename: Page 6 of10 Cherico King Architect,P.C. s"'s'""ti /pia Y iRea,"statdye't�>au "s„ "^` '✓ DjaD�a)enr"d Furev�c ed , - Architectural Design&Planning Pf11sY tnspaRT n PODv7sbnss, ,/w-12a1 y Y KIC.. : _,£�Pmplte5X, I ,am15q'�ItSfAssampUons.;: i,,f i_Efnat nwe4t)On pjay)staRs Yplp[.�:•>.�/ Y t �»Wm�P1J 2 Cammaa IA5sYSnpl(an#3 q�n drarD �,: �- �!<.,>. . ��GV '� � — 36-06 37th Street,2nd Floor 402,1.1. Ceding insulation R-val R. �.R-_-� CCO plies 5 to a paA semetrvz 4 $D35�6,c(D [erheatre ry [s � � CrnmPlies E epti R quaemamjs Long Island City,New York,11101 4022,1, j W d •❑V2ootl CDo N t to rorvetues H311' h d0p t ff yf ftJD Not -not eppl cable.. I a02,2R, telkraf 9 Ifl 52 �' '� Tel: 718 392-0078 4022.E Steel f❑Steel CNotObservabie tan �' p! nteR y f n as afT �� CNd20bserveble I 2018 LECC. Energy E-mail:Cherico@ckingazch.com Rill nN tAppl`ca°le 6 3 eq Ifl Y rta 1d i -¢ter�`` / ,;.CNot Applicable Efficiency Certificate ^+yga .g pay.$ i 6=" h t y is mply with °g" 4 / - �- ! Efficiency Y+. a ifica e 303111 C ling Insulation smiled rope ;/CSA B552 dtested d y� _ ---- 3032 nuf d l' h no d�:' f 00 pNot Requirement nil i. r'- B 5.1.Parable M ter-side CSA REV.NO REY DATE OE6LPoPTION ffl2] BIinsulationmark d ry - /;,1]'�, 'S ;Location an pl ns/spec: +�2a P loss of tlf ter heat yy > �°'•� /✓ 1 pG.2aA2t IssUEDFm.EUuna1RYREM 300 ib �.'N j CN t Observable EN-004 y ` 7 � _ 1 '^�'/ vJ'ON CA IcaEle .. rAV ry l5 re 3 Ps fo f�:/ %�js`p< I - , , ] a.1a]a21 IS6LEDFl1R20MNG REVIEW f ,y PP .° ':-ndNd lu ts,o ect eC00ny� ✓ . $p22V3 V tee ti th D ill / / y 'y 1166m lies 'Requirement II be t Y tan h Po abl orate �+" �`§• �[ i (F1271T le[ de.b f0 dl t / GOces NO[ s,R side p b Ofd ter Y �" /y 5 ' Abate-Grade Wall 42.00 3 041111A]2 IffiFDFOR�aRENEW L tl'n an plans7spec: +r 3heaC ry -cams 2 p i insulation. `Y .� L]No Obs dill Below-Grade Wall 10.00 �` •+/ v CN to I b1 EN'004' tfo di itl I [s [etl to y / '..F _ ._.3, ... .. _ .._ th hq >'' Floor 0.00 40224 -ARi a h t h. ddoor Oco pl s Req ant will be met ^''Ne tea [e I in f� // / dCeo les 'R item t Il ae met. [FI3J- sblat iR 1 f the 'PC, Not }�} ore h...f the €S. / �''"�eD es Not e9u i Calling/Roof 49.00 d]acenFassembly. Lo tlon,on plans/spec: p13a�f II 1J taeiO allowable ��zt - ' Loratlon on plansfs A CN fApp ryabl :EN 004 9 q Y 17N tObsery bI Ductwork(Unconditioned spaces): CN[APPilcetd °7°,},PPel 4h th d 2)re T /�,+ - '020 — 5"4°a il. ilia pP htotl.m -,` F• � ✓CINot Applicable 402 4 1 'bt-.r d Or test @ 50 Pa<-5 ACH 50=_ ACH 50=— CCa pll s Location on plans/spec:A-. 4 �y3)D [ h t. ry (F117) h in CI to zones 12,end ❑0 N t 020 `V' n circulation- 1C^s,�. �` . =3 e h Ct a[Zmas 3-8. C systems. 1 � y Window•• 0.27• 0.18 N Oils rvabl _. .—.- __._ - Ij'3193,Re dlly Ibl itch P y'® gg y GW I Exception:Requ'rem¢nNs ' Door GN Appilcabl r Pies 40333 .Ducts p e[e t dto d n00 .LL dmf100 CCo pl es Except All dud d it (Fi12Fr ;he[ f m I gp I s 6�^ �/� �u'9 0Dms.Not n0lappllcable. pe _Iny d p :GN[Observable EF127] deter I":, th ft= ;T l�Daes Not hard[..arel tee m SwRch pe d t / l.E 4 nher R ugh i oe[T[I < ditioned space. -clh h h t t % /y 6 l §GNOt Appl cable : Heating System: - I.toga a- d,rth. - [IN tObsetvabl sen 9 H [ ck -ti µk ris - p- differential- f0.11 h CNotApplicabl lAcatlon.on.planslspett A-. n lid ndepend to( tth. j // t` � : Coolin95ystem: .9.a th y t m clutling020 Ga-iUd heatim,equipped with eare care 'h rd[., - - Water Heater: n io if n installed t time of 'tat uo I ly b g pilots. !I/ �" S ' t t.Po[c tr J t ,T cal --- - - / :leak 9 .-.d.1ilho 3switches Orother lk Comp! a oeptl R quremen[i I Name: - Date: pr 5 d ff L 1 of 0.1 h W24j3/ n t [k h i s a / 1' �0 N t E eeppJ bi g d N b Into //f trot oa re installed y LN tObs bl Comments loci the /.O tr f A to slid P ps eMn9 Po is � y i b el J ✓..' dpe f.E{'�° /�%/ : N[Applicable .. ... _. -. - 403-1Do to n teq 1 40334 Dud[ghm [ tre It f 4 _d n00 _ctrtV100 LC pl s Raq meht Ilbe et f Poo end Fy/ / CCornples Excepti Requirement! (Fl4] dmflOofD the system 'R2 :TF GD Not [FUQOP yS ttl pe ant pa_h vea ,�'Y / / gip///j❑D NOt .-'apWioah =3'dMI00 f[2. th t r Locatlanan lens/s A- f f V pot retard ant rover. • '' / u�'a� hand! @25 P F to gh I )]N lobs rvable..02U P Pec. 1 �� / ! //�GN nobs ill ccur d rhg F. '-g lI p teshtl`o GN t Appl cable 4041 :90 of pe t /7 / / aft ApplicableR q ire nI twll'be met - a03321 Arha handler leakage di g [e0 '- �`�;r :�'GCo les---R twll be met - JR61 f n I p th ! GD .Not F1241 :by ma rf nv:r[<2^'e ( :� � /cif/-//¢y�_TODo PNo, � tearer :ha ry[ta1151 m �[or / �j¢GN nobs¢ ill L 'tlo _pl 1 pet A :de ig FlO ��y'' � � ..�CNO[Observabl..02ffica c tl non pfans/spec:A- > 451 !watt cY / /4�tl tAppl ill 001-- -- i - CNot Applicable404Z 'Date had one and hv. t lY l CCo.Pbes Except R.9 rementis (4P00y Progu� ill `trot W P ti 7 ° y�`% / GDo pNot liiis R q_ meet Ilbe IFI35] he IroUOrMd space 1,400 � two Nat not applicable. I 3- h tng tl I 9sY systems tl �+'�a% f L atiooa pi /spec.A- sf ply th!fie q ants El G nobs¢ ill d b Ity [by ufaa a6°a"p% fTN Obs nab 020 of Appe // >y�N tAppl bl -__ -- ­de"'� speciffeattom. .,' �' �� CNOLApplicpbl 4043 :O two-!mil d 11 nd - / CCo lies A y gs p!, t/ p quires t will be me[ 4031 �H pumpat tn mostati tall d �`' �vJ' CCamPles ft 9 mart will be et. tF1361 'te h _with pat g §° -:y L es.Not tE11�0 'ionhea[pumps. Cpoez NO[ pro tied [he tiu itl ng de shallheOaJ240y CNm Observable L cation on pens/spec lu etlon o pl s/,p0c:T- 40 p (let / / /3`- OWNER To Pi '�� '. CN[Oils rvabl .020- 'foreachd Ibng t P net / : / y CNn[APPlicable d Clan Apvbcabl -tops tY na dull far the �� r' �, _ All ideas,designs,arranganmts and plans indicated ,,. w -. .- :Fat ll t f than / s 40A CI a 9 N h t t ,ey ,z. GCD pl - .Reg men[ II ce et. / � >✓ /,_ s .. or represented by this drawing one mmed by and .tide,see section do.Ir. y,�/,�( Mild, FllS systems h t mat ODo N e the property of Cherico IGng Architect,PC.and were sabre manual cOM 1 [IN.,Observable:L mtlarvon pWns75Pec:A- created...Id,and devclaped for use an,and in CNo;Applicable 020 connection with the specified project.None of such ideas,designs,arrangements,Or reproduction of l -L w Inhp¢(rev 3) shall be used by a disclosed to an _`g_pad lT,-r1).__�};M tlWm lmpa t(r ]) j5f'Low impadtTi 3J. �.1 HighImpact, Kier lJ 3M ciao. Impact. lTier,2) u3 ,, Plans sh ypersory --- ---- ----- Trm,a corpration o far any purpose ahotsceve .Project Title:275 Miriam Rd Report date: 05/OSR2 Project Title:275 Miriam Rd Report date: 05/08/22 without the¢[press written permission of Choice Data filename: - Page 7 oFID Data filename: Page 9 of10 King Arai PC.Mott.dimensions an these drawings shall have precedence ow3 scaled dimensions Contractors shall vetfy and be responsible far all dimensions and conditions an the job,and this office must be notified of any variation from the dimensions and canditions shown by these drawings. Seit#n3 i; ' Y /}'tare iferlf)ad'. 5 `S .•�'l'J w"•'a $ Applicant of recard has not been retained far e.4t )D �Ya{oa u rm Y lac "t s�I•F-ll - ''--! = / l as i , ._,_ - r -._ �' :•r` §.n. r ✓g •.�s uv' - supervision of canstructlon ono Special/Progr- All mach veMda[b ystem,n+ h°�+" y GWmpLes - E ceptfon:ftequ remen[rs 3¢Q,$'t'1+',y+",Fuel ga Ilght ng sy t ens have v g Y' f, CG:spires FxrepN n.RegWremen[is 1 [p rtof[ested tl Cad L`CD s Not not applicable. ( no rdmuous pilot Ilght. �n, ' y�,-'��'d,/ 4y`�' �Oces Nc[ trotappllca ilia_ inspection. -d! q p u meet ff cY 5,� pNotobservable ' %�".•� CNotobae hie p approved all for wok kldicated on the < � Ra0361 Ilsiits.,Table ,=q ✓� / m ON tAPpliceble - - d I ,o GN,i App11 ble i tO yEverytlwellinq unl[Is sery dry k'. ,<° /. CCvmplies FxceptlOn:RegWremen[is / COmpl ante certifies Psted, i �"";h17(': pl s Requirementvdll be met This Ian's y && ,ra ,� i . ` �/ .F I application specifcatian sheet All other mothers h Cr ry Clam(HRV) R �/y S �' BCD Not :not applicable. >° .//,//�LTOoes Not shorn are not to be relied opal,Or to be y gY r9Y n.HvfRaVchftlE RtoVr ER crY n 4s'c,� f y,y$' ,` �•W GN tObservable , CN tObs bi cons'dCed¢the being g approw d or In aaordence I with Codes fiNot Applicable []Not APP' ill t [ Th listed na a ed de Manufacturer n sf CCo PI be..aq ately for which t^ '��.; % s he cal and w het g P /�i y GD es:Not 11 nd d th b la Fig _a yy 1 ;systems have been`pmwded. �� s .� J,.t 5" - Not Obser bi •� dbO d e d bar t �b� �' !�" j ���d•`m +P ,� / I 1l dtpeR .atho 2 3lliComObservabl ,Leo tl [pill bs/met. ...: Additional Comments/Assumptions: ;CwM'ApPl cable , - D5 h I it ii 3 ear } - ,4AM,�tested and rilad by an •,f' $pP d g ry tl tl S OWNER TO RETAIN 30.D �d go fl h d fl. grid, ,y'/s y� CN[Applicable PARTYIN5PECTi0N-AGENCY: boil ppiyrgh t I - x`'' Can plies £ pUom Reg oemedt.s 1FI257r :through hebting - ' Cpoes Not not applicable. .systems have outdoor setbackChoi Observableartrolt. - te'rrry ra ire based on o m r / %GNotApDllcable ] t Par ,„�,,, „,- --,,,_. __ __ PROJECTAODRES6 C 40�5£S Hoot ad to I w yst CComoil Req.irement Ilb t. jr128p' h I t P P Thf, 0 NI onstantine s Residence yst, [ PPO dedicated Location onplans/spec:A- pipe Gpiv![y adth M old DPiy /- E]Nut Applicable 020275 fnotpcirculation,t ,I, MattitUClk, NY 11952 �f� alhghot. 'Ys g f, P tart N Pump h!f n l •° J,t hot t demand [h the -py' /.'�' r` '. DRAWING TITLE ols / ..h`vPe°�01 tuul�l`e pump ENERGY ANALYSIS d�I [ [P I[t P 3s=✓f �� � 'u' S l `"q r w a �, �S /' �}`� OF not h t ate is � � �� 4035 YtI+'d EI ✓ he[V ys ens ,-yr �' by CCd pl IExceptiOn:R q'w menti5 f£D91` Y£ ply m IEEE S.I.51 UL � �,�, CD - N t not eppl cab!, .� 515 Con[ I But d lly r•' .t ' �' 31J observeNe ..f dI tth trip putt In SEAL�d �� Not Applicable 6EALa SIGNATURE PROJECT No. tOr° re� Pipi dwa¢rtemp¢[.tech the 4 /s'; s cKz1-o1s 4035 D dre[ I t n at., -;.' ACC piles E pti, -Rego rementis DRAWN BY Iyt h trots tout ',.+- ,[ -/ ./,GDo Not 'notaPPhceble. CX manage up. pump / d II I[th [ -p [ f N £ J: /- CN t.Observab1 _W t <.In104nycoto ter : �NofAPPllcable CHECKED BY ng t �:. k.. . -- C.K. DATE: 04.07.2021 DOB APPROVAL A DATE GRAYING NUMBER EN-2.00 g I -- s'---- -- ..,.." - Shed 13 of 21 I:Wlgh.l tit 1) t?aM tlum lnpa tnn r21 �3 la Impact lT. 3) J !1 High Impact Rler l) �2i.Metllum lmpac[(Tier 21 ri`3;:(Low lmpact(mer3) , Project Tide:275 Miriam Rd Report date: 05 08122 Project Tide:275 Miriam Rd Report date: OS/Op/Z2 Data filename: Page 8 of10 Data fiienaihe: Page 10 OLD Cherico King Architect,P.C. Architectural Design&Planning 36-06 37th Street,2nd Floor Long island City,New York,11101 Tel:(718)392-0078 .A-004 A-004 J I A-004 A-004 A-004 A-OO4 )email:cherico@ckingarch.com ckingarch.com rl IK 32—D" 32'-0" 32'-0° REV.NO REV.OATE OEBCmP11aN iO O 1 a136�1 1E41EGFaRPREUNNIJi/RENEW a 9'-0' 9'-0" z mmzan IS9.1®roRzoNma RENEW UP 3 adGa]a3] ISSU®FOR WBRENEW Li T-U Lit6'IOVd u1ALL 30 RAILING J6"_CW WALL II i I'-3" 1'-3° 8a ccny 0 8'-0" 8'-0" 8'-0° 2'-g" E:————————————————— 14'-4° 6'-0° 4--3° 3 0" 4'-3" 6'-0" 4'-4° 14I_ �.. D4 D< D4 i Ds� w Ds ;C=�l Diniino Area t' u: 1 m "I hjaster Recreation Roo 1 Bedroom � Ch yrl , 1 i 1 5ba..er Great l;oorn A-004 A-OL4 r--1 A-OC4 -OCA iL I}�ISh I i i Vl/alk I 12 rva I, j12 (3 i Closer o y ED 10, soi I S;R. br� aryl U O �I�� 1,�. ! .�, COYrN teD an.cGi •I I in I J I I I 1 ! I i ° - 'I Irk y Pan Dowd pB I 1 Ii C I I , jI I I'I Fw NCO. 1 _ " Ii �' All ideas,designs,arrangements and Plans indicated D O L i Nerprapmty of Client.Kong Architect,Pr-and me UP F I G U'r. U o represented by his dmv mg are owed by cad .I Ci t I .cf 50 IL rorl cation sriU the specified project.None of such EI= torn I - created,evolved,and developed far use on,and in I: 1 I tcr; i I Closet G Di0 ideas.desgn%arrangements,err reproduction of Plans shall be used h or disclosed to m ers., -- Li ���/// fifrm,on corporation for any Purpose shals-D9 �� l48 °C,J v•'�r' n, %\ we of Cherica King withaArchitectt the t,,Pe,Writtten.dimensions on these I, (I �L. ( - I I drawings shall have precedence acre scaled _ µn ELECTRIC Wi I •i w5 n ;/10 cp 1 ft —'u70 d'unsosions.Contra tors shall verify and be a0'i7A?=R I O I 5' U BeUroOm#2 i r I \\�Vf 0,,and responsible this office must besnotified f my varia and conditions an tion HEATERGarage. jl i / 1 I I ,il JCUdV 5p I fI Dg_ ban the Qanensians and conditions shorn by these 14.�1 AP?RCXMA- (�L 5c.92) I.li P Lon--DOWN dra.ing% I^ t I:. I :1` 83-92i I STAR I-j _..CA 0 HOUSE ; I cp I -� e Applicant of record has not been retained fin TRAP&CLEAN Ct," ! •. `% I' � r°' - i t3 I • I j i?e f'JOm i','; supervision of construction and Spedol/Pmgess Il i I Inspection. CU2Si ROOr This pion is approved only fair cork indicated on the II I I I I i W4 I 3 application specification sheet NI other matters, 4-7" 8'4• i "NF CA A E0 I I; � 4-2° 4 8° 8' 8 p _ show are not to he relied upon,on to be i 1 11 i r- -1\001 8" 8" considered ap able either being approved or in accordance si ROCiod :IOrc.h 1 —— -BoniA_ OC-4— - - ! ' IIIl 3_ 4W_-a�1 5•_0• 4•_g ' < 2 19-11 1O2' 1 IA00419-11" 12 1 3,-Con2,-5. 3, g' " 3-9° "0 12ccCHNOaOr PANCION POOL r_c a ET P 00 FOR 32,_0. r_ —— ——,r_ _--_---_ u AT'Ch&D A{LS L PERIMETER WALL INSULATION r � -4 WOOD FRAME WALL INSULATION 1 _ WOOD FRAME WALL INSULATION 1 DASHED LINE 'I I DASHED LINE I 2 1 DASHED LINE I 1 I 1 .4-CC A-CC4 2"RIGID INSULATION, 1 I 1 .,�04 A 004 1 R—VALUE= 10,CONTINUOUS DALL GLASS WINDOW ALL GLASS WINDOW PRolEcTADDRESS SEE WALL SECTIONS ON THIS 1 1 U—FACTOR =0.27 1 1 U—FACTOR =0.27 1 Constantine's Residence SHGC =0.18 1 1 SHGC =0.18 1 1 BASEMENT DIAGRAM i FACTOR =0.25 SHEET. i 2 FIRST FLOOR DIAGRAM 1 FRONT DOOR U—FACTOR = 0.25 1 s SECOND FLOOR DIAGRAM 1 FRONT DOOR 1 275 Miriam Road, U— EN-3 SCALE: 3/16'=V-0° L_ J EN-3 SCALE: 3/16'=1'-0° I ROOF VALUE 1 ENJ SCALE .3/16*=1'-0" I ROOF VALUE 1 Mattituck, NY 11952 (BASEMENT FOOTPRINT=1,608 SF) ———————— (Ist FLOOR FOOTPRINT=1.608 SF) I R-VALUE = 1.608 SF) R-VALUE R-49 1 R-49 (2nd FLOOR F007PMNT= I = I DRANINGTITLE 1 ALL WALL VALUE 1 I ALL WALL VALUE 1 MIN. SPRAY°CLOSED CELLFOAM INSULATION I 1 MIN. SPRAY CLOSED CELL FOAM ENERGY ANALYSIS FOAM INSULATION 1 1 R—VALUE =20 1 1 R—VALUE = 20 (3 OF 5) 1 IN 2x6 WOOD STUDS 1 1 IN 2x6 WOOD STUDS L----------J L--_-------J SEALdSIGNATURE PROJECT No. CK21-016 DRAWN BY C.K- CHECKED BY C.K- DATE: 04.07.2021 DOB APPROVAL 6 DATE DRAWING NUMBER EN-3.00 Shed 14 of 21 Cherico King Architect,P.C. 32'-0 Architectural Design&Planning 6 37th Street,2nd Floor 2xI0 @ 16"O.0 1:(718)392-0079 E-mail:cherico@ckingarch.com (4,10POINT OF GAB&) h PROVIDE 8"THICK CLOSED-CELL l I ( cII I 1fi �II II I ( SPRAY FOAMS INSULATION IN I —ain CEILING(R-49) 4 -6 2 0.1a= ISSUMFCFtZMNGREvlEN NI 'I T i OlUA= IsSUEDFCRIX)BRMEIN ALL WINDOWS TO BE'ANDERSEN ALL WINDOWS 13 BE'ANDERSEN WINDOW A-SIRIES.LOW-E WINDOWS'A-SERIES.LOW-E SMARTSUN,SEE SHEET A-005 FOR SMARTSUN,SEE SHEET A-005 FOR SPECIFICATIONS SPECIFICATIONS LI-FACTOR: 0.27 12 U-FACTOR: 0.27 SHGC: 0.18 SHGC., 0.18 2nd FLOOR(F.FL-74.92') ii ALL DOORS TO BE"ANDERSEN PATIO WINDOWS'A-SERIES.LOW-E ROOFED ORCH SMARTSUN,SEE SHEET A-005 FOR SPECIFICATIONS U-FACT OR: 0.27 ROZO ki 1211, SHGC,. 0.18 1,2x10 ROOr RAFTERS2:0 ROOF RAFTERS 92 16"O.C. !St FLOOR (F.FL.=63.92') III EL.6� ' STONE PATIO �001L PROVIDE VAPOR BARRIER OVER 2' GARAGE SLAB EL.54.92' RIGID INSULATION OVER FOUNDATION WALL(R-VALUE 10) r I! Ill Sr U101 5 isg1111jMi%9i!1N" i j1 jj1jjp—_jjj PERFORATED DRAIN PIPE f j PROVIDE 24"WIDE PERIMETER RIGID INSULATION(4-THICK) All ideas,designs,amcangements and plans indicated a represented by this drawing are owned by and BUILD the property of Cheri.IGng Architect Pa and were BUILDING LONGITUDINAL SECTION 2 CONCRETE SLAB OVER VAPORl-s p -�4 (THERMAL ENVELOPE) SCALE: 3/16- I'-D- BARRIER&6'CRUSHED STONE con vented,evolved,and developed for use an,and in PI connection with the pedfi'd project None of such BASE ON MRGIN SOIL Ideas,designs,arrangemen or reproduction of plans shall be used by or tdJuIllsed to my p—, 111 71 IT 14 firm,or corporation for my purpose wfiatsww 1 1 2xB without the sp written permisi.of Cherica ,Pill ii III r_-1111011 1 Il I'l 1[U 1IL 11�01 8 K ing Architect,PC.Witten damensfacei on these drawings shall have precedence over scaled dmenclons.Contractors shall verify and be responsible far all dimensions and conditions an the job,M this office must be ratified of any voriatleri filem the dimensions and conditions shown by these drawing. Applicant of record has not been retained far RIDGE supervision of construction and Special/Progress; PROVIDE COL LA TIES inpectim. @ 32'O.C. F-——————————- Thill'pl.is approved only far work indicated an the application pccation she All other..it- (MIDPOINT F GABLE) -4 ATTIC CEILING INSULATION shown,"not to be relied IuLpon,a to be consid either being approved or in accordance I DASHED LINE amed PROVIDE T THICK CLOSED-CELL with pplicable codes. SPRAY FOAMS INSULATION IN I PROVIDE 8"THICK CLOSED-CELL CEILING(R-49) I SPRAY FOAMS INSULATION IN PAVE ATTIC/DIAGRAM ATTIC(UNFINISHED) I CEIUNG(R-49) I. I 5/8"GYPSUM BOARD SCALE- 311V=1'-0' L J COMPOSITE CEDAR (2rd FLOOR FOOTPRINT=1.608 SF) BY"NJ-CEDAR"BEACH HOUS,-, SHAKE SIDING"OVER F, WATERPROOIING MEMBRANE 2no FLOOR(UL-74.92') PROJECTADDRESS PROVIDE 12°CONTINUOUS SPRAY INSULATION ALONG PERIMETER. onsannes R@SId2f1C2 5/8-GYPSUM BOARD 275 Miriam Road, 2x6 WOOD STUDS @ 16"D.C. WITH 3-1/f MINIMUM Mattituck, NY 11952 CLOSED-CELL SPRAY FOAMS INSULATION(R-VALUE=20). DRAINING TITLE OUTSIDE COVERED WITH r ENERGY ANALYSIS 12* 12 EXTERIOR GRADE PLYWOOD �(FFL=639[ , SHEATHING (4 OF 5) 5/8-GYPSUM BOARD SEAL&SIGNATURE PROJECT Na. CK21-016 DRAWN BY 1 C.K. 4 BAS,V.FklT GARAGE SLAB EL.54.92' I CHECKEDBY PROVIDE VAPOR BARR C.K. OR BAR q OVER 2'RIGID INSUL 111HII!l W,; OVER FOUNDATION INA .1110 DATE: (R-VALUE=10) PROVIDE ex24"WIDE PERIMETER DOB APPROVALSI DAM DRAINING NUMBER 04.07.2021 RIGID SULATION CROSS SECTION (BUILDING ENTIREIN FOUNDATIOAROUND THEN EN-4.00 LN 4 THERMAL ENVELOPE) Shod 15 of 21 SCALE: 3/16'=V-0" Cherico King Architect,P.C. Architectural Design&Planning _ 36-06 37th Street,2nd Floor I� ---- -------- Tel: 7118 dCiy, 8ewYork,II101 RIDGE �———� —� RIDGE _ � B City, y FRONT ELEVATION _ Ts � fi I �_ I — __ _ — _ EL VATI00E-mail:Cherico@ckingarch.com I ALL GLASS WINDOW I ROOF SHINGLES - _—_ - I ALL GU-FACTOR W= 0.27 U-FACTOR = 0.27 _ — i�t Rsv.DAiE oEsaelPnaN d 'i SHGC = 0.18 I e — DOOR C = 0.18(MIDPOINT Gr GABLE) YI n , h I (MIDPOINT Or ep5LP) ��__��„ FRO + otzsma Issum FaR PReumwwrRBVltw d I FRONT DOOR I N - TU-FACTOR = 0.25 z a.mmn ISSUmFORZONaaREVEW U-FACTOR = 0.25 = 9 o /, �r�_,,ri'✓e/ `1 I I � ROOF VALUE II E ( -• ! � ROOF VALUE II a ..m n s FmoBRWM R-VALUE =R-49 R-VALUE = R-49 ATTIC ALL WALL VALUE ALL WALL VALUE MIN.3-12"CLOSED CELLMIN. 3-1/2"CLOSED CE ON SPRAY FOAM INSULATISPRAY FOAM INSULATION R-VALUE =20R-VALUE =20 t J � I ENT WALL(10 113) R-VAUE = 10 R-VALUE =10 2"RIGID INSULATION COMPOSITE I 2"RIGID INSULATION EXTERIOR WAIL BASEMBASEMENT WALL(10/13) AROUND ENTIRE FOUNDATION FOUNDATIONAROUND ENTIRE BOARD WALL BELOW GRADEWALL BELOW GRADE 2nd FLOOR Z,a r-L.CR I - I -- ------- c - i II 11 II ' I I I,I, I � I � �. ! '! ,II�' •` 'I I I � ,I I I I II 1 , II, MiF 'I 11I , •i II 1 'I I a�T_CEDAR COMPOSITE B 'I,• ' we ,, , ' ` SHAKE(NU- )AR) _ CEDAR SHAKE II I•' , 'I I 'I 0 11. \ w¢ (NU CEDAR)3 GaRAGE DCCR dd99 g,Ill 1 1 st FLGOR 17 !. .III �� i ! � ! •I II l 1st FLOOR(F.FL-^o3 oz•) 1�1'. I'I ' , 1sr Fl. CR ••� t 'I I I (F FL=e_3.2) STONE PA TO I'-•••••--••.-.--••- '' ,.',I �T 11 V ' I. , y Iil II I•' GP.ACE nu 2.93') �'. -'.'.'--.'.' .!�, F•� II•t�I�, �,'�— ? I �LIiV ,II I I IJ , / \ ! 11�1�1�I II ;!,I,III 7,'l i ' I'i 11 I I I,\�� - ,, _ .'-L-•' �aD�caPE. ., , , e•„ I i I:!I�� y �I I' i!II I I i i.N�', I �1 I I. � .•� ��' i r.� °-�••-•-.-.••-•••-••• 2I'aI71 I I'll i TTff •'' BASE VENT.'. �I •:( i DI B/ ., :` �'�I! BASEMENT(EL 54 S2.4_ /l ' e _ / -------------___________________-- ----------- ______-_. ------------------- All ideas.designs,arrangements and plans indicated / EL.55.-L-- «represented by this draWIng are owed by and 1 FRONT ELEVATION ENVELOPE AREA DIAGRAM EL.54.65•-� the led, of Chaim Curgnelo Architect,use anC.and.we «eoted,ewlwl,and deMoped for use on,and In EN- of won 5 SCALL 1/4'=1'-0- 3 SIDE ELEVATION -ENVELOPE AREA DIAGRAM EAST id�msttdesign�arrrangements cr ep;aaanctim of EN 5 erson SCALE 1/4'=1'-0' plans—..,-corporation poration forbe used by my purred to my arp y purpose WiUat the express eilten permission of Chaim long Architect,PC.Written dimensions on these dro.mgs shill haw precedes awr scoled dimensions.Contractors shall wily and be resp'"Itho for all dimensions and conditions an the job,and}his office must be nobf!ed of my wiatim .. from the his o ice and conditions show by these drainings. Applicant of retard has not been retained for supervision of construction and Special/Progress inspection. I� ———— ______——— RIDGE ————I RIDGE This Ian is one f • Indicated an the REAR ELEVATION 9 . ,.,. `• I I I SIDE ELEVATION I � e..=W�_ ,� - ,,,,,,.-�..--_ — �pfiaacan speo'fieal'm sheet AlO the mattes ALL GLASS WINDOW I I ALL GLASS WINDOW I _ ied upon.or to be considered either being w are not to be aapprcl«in accordance _ _ With applicable codes. r U-FACTOR = 0.27 U-FACTOR = 0.27 - DPGhNr GF cpBLe,ti id!DFGINT G-GABLE; ,r''f I SHOO =0.18 I I SHOO = 0.18Ea FRONT DOOR I I FRONT DOOR U-FACTOR =0.25 I I U-FACTOR = 0.25 I T6W ROOF VALUE ROOF VALUE R-VALUE =R-49 I I R VALUE = R-49 i — A! , L.L S --- I ALL WALL VALUE I I ALL WALL VALUE ATIC o — - MIN.3-1/2°CLOSED CELL I MIN.3-1/2"CLOSED CELL �� __ — � — L \\[ II a„ I RAY RAY o 0 iI ' �"l,!-I ! 39 i j lD��`-,y !!_,I d?--i?;I•1li 1i ,I.IW 7 II-1_1 1;11,I I OGs11t. 4-I ,:1�1.1r�!I-_ IIIL_--S--FOAM —INS—UTLI—ATIO—N --AM—INSULATION 1 — —PVA = U RP VALUE 0 0 IIII I ` I I I,dI r1I1L!,•C I C.I IRIv I II ;I,�I i t hI uiI. I;�II y!•I I It h I — I f 2nc rLCCR PROJEMCT2aA7DttO5Re• Et SuMsBASEMENT WALL(10/13) BASEMENT WALL(10/13) R-VALUE = 10 R-VALUE = 2 RIGID INSULATION 2"RIGID INSULATION , Constant icnikrei,a'sNm YResidence AROUND ENTIRE FOUNDAON AROUND ENTIRE FOUNDATION 1 !WALL BELOW GRADE WALL BELOW GRADE 2ndFLOOR r I- CCMPOSITE I �I I ! 11 III 1I �y IiTII _ ENERGY ANALYSIS CCAh,P05!iE_OhR CEDAR SHAKE , •I I cos I 1 SHAKE NU-CEDAR I '' I II cos ,II ( I ) 1 N I , I l ! 1 1 I l it , (5 OF 5) '!I ILI, Da 1 ' O ' O is,FLOOR vca ! ' 'I Bt FLecR SEAL SIGNATURE PROJECT No. GRADESTCNE?ATI I CK21-016 i i i \ u i9gE DRAWN BY 2.93'J III �� 0u3 W2 t31 � C.K..EL.5 w— CHECKE D Br CK BASEMENT DATE: __________ _____------_ _____________ f �� � �----_ I 04.07.2021 i II - L__________________________________________________ DOB APPROVALS DATE DRAWNG NIyABER z REAR ELEVATION -ENVELOPE AREA DIAGRAM SCALE 1/4'=1 EN-5.00 Sheet 16 of 21 a SIDE ELEVATION-ENVELOPE AREA DIAGRAM(WEST) EN 5 SCALE: 1/4'=1'-0` 62.8' BTM.FTG:53.92' 8' 8' Lki e ______________________.__.__-__.__-______-.__.____________. •pper m F� . 32'-0' FTG __________________________________BTM- ----- _____________ __ __ _ _ _ m N m �7--� 4pi o z a z UP o' z L H Showe - V [�-1 N 1/2"ANCHOR BOLTS (2)#4 BARS IN z @ 4'OC TO EXTEND TOP 12 INCHES d INTO CONCRETE V NOT LESS THAN 7" G 0 00 0 #4@18"OC 8" PC WALL DAMPPROOF (VERTICALLY) ❑D (6)#4 uP (HOR.) 3"CLEAR COVER #4 DOWELS uU l @18' OC (1 \ M -0 z_ 8"X16" CONC. FTG. z z Lo W/(3)#4 CONTINUOUS V J CO o N e , ; LL ' E- Lo o� , WALL SECTION so Fn O?co ------------------- - -------- --------------- SCALE:3/4"=1b" e^ (n a:0 CO Lu U) e� I 3'%3'M1'fW11NG y� n` CL VV■ i i i Ml.LL FOR GOON O DRAWN BY:IF FOUNDATION PLAN .. SCALE:1/4"=1'-O" 3/29/2022 ' SCALE:SEE PLAN BTM.FTG:51.65' SHEET NO: \� TW SS..:51. fiS' yIII^III �O V Cherico King Architect,P.C. Architectural Design&Planning 32'-0" 32'-0" 36-06 37th Street,2nd Floor 1 1 1. 1 Long Island City,New York,1 1101 \°•CR 10'-0° '`�''� Il'-0° \r'' lo'-O" y\y l' Tel:(718)392-0078 a+° c°" e,+°i ��.• a+U+ ,"• E-mail:cherico@ckingarch.com Q aS5 REV.Na REV.OATE OESLmIPfION 15 WIOX5 W 1X 15 UNEXCAVATED 1 l l 2t3 0 om7a.1 2asas=m2mr2 IISSSSUUMm FFOORR 2FA0G1 W1mNRMNYE WT-10" ° IADFOROOBREVEW 1 0z1511 W10x15 W1 0x15WlOX15 Q RE VIEW f T--- 'I 4" CONCRETE SLAB OVER i 6z6 WWF WIR —MESH I 2x10 @ 2z10® — 0 2x10® 16"O.C. ' o I t 16"D.G. I 1 0 �' i 31 .�. . .. 5"6"xa"HSS STEEL TUBE COLUMN ON 5—0 x5'—O"xl2"DEEP — CONCRETE FOOTING, SEE 14r I DETAIL ON THIS SHEET IT U \6 , to is .+ 20. p. .+y L1, 4, 20,_0. + 11, 4,l1'-10° W1Ox22 Z� V11Ox22 �� o a$ WIOx22 Zey WIOx22__ Ito R1L JI [R W10x22 + N I N \6 O I � _.. hy �` y+ 3 \6`�� - - f 5+y4° ,.�+yy° . cF i o i ELEVATORf v� Z�' -WIOx22 _ �`y' 1, +�+you �yELEVATDR l� _� I''-WIDx22 3 SHAFT 3 5 - 3 SHAFT 3 , L W10x22 I I y, r WIOx22 _ L al ideas dmgns mongemonts and plans.aided I I f theor rproperty at Chen'co King ft NdiitecL PC.and and I I ventuch ed,eW coon on and davdoped far use.,and m the y cj ideas onneadesigns orrangem.ts poror�eproduction(of .i I r ®� °i 1 Y r ®� NI plans shall be used by m disdosed to any Person, N 2x10® r r o ox 2x10® firm,or corporation for any pupas, hot-- i. o �� rithout the express mitten Pumission of Cheri. 16"D.C.4"CONCRETESLAB OVER I l_ 3I 1 1D.C. I 1 lGng Arhitect,PC.Written dimensions on these 6z6 WWF WIRE—MESH y I +y\6` e wslan di�tr aamprecedence anddbe c� p\r responsible f,and thisar all d'onensions and conditions on the I y.L — I:• y+,1�i' % ,t, from the dimensions and condRoffice must be imsdshe.of by these ion., y.R _y . ..,,.;.�, :..i err rrr:r:__ ..rz�rx iz r r /'Y^✓.�;�Y^p - z rr.r -r .._:_..}..it y draings 4 • yL — — I — °.. ... .•'. m I _— 2xi8�7_— f f- Applicant of record has not been retained for II�L A1I 2`q'y II p rI°1�y `� •IL---- _ J.rY.':I NN-I ®�x o0.. m II.— ®o �m sup ervisio n of.nsWelion and Speriol/Progess POR OVE+ inspection. G AB Z--- --T-- -- —.J L7 This PPlicpaltioriispeaficationn�ieet N far I work matters H.o the 3'-0"x3'-O"X12"DEEP _ g_t• _ shorn are not to be relied upon,or to be CONCRETE FOOTING .nd po bls being approved v m accadana �fh cable.des 1 FOUNDATION PLAN 2 1st FLOOR FRAMING-PLAN 3 2nd FLOOR FRAMING PLAN S 001 SCALE 3/16°=1'-0° S-OD1 SCALE 3/16°=I'-Dr SCALE 3/16-=1'0- STRUCTURAL NOTE: 1. ALSO SEE STRUCTURAL ENGINEER'S PLAN(JOSEPH ASCHETTI,PE)FOR PROIECTADDREss FOUNDATION DESIGN. SUB—FLOORING W1Ox22 STEEL BEAM Constantine's Residence 2. ALL FOUNDATION WALL DESIGN AS PER STRUCTURAL ENGINEER'S PLANS. 12xl2xr BASE PLATE ABOVE — — JOIST HANGER 275 Miriam Road, VERIFY FINAL FOUNDATION WALL THICKNESS WITH OWNER. OVER 1"NON—SHRINK 5"x5"xj"HSS STEEL 3. CONTRACTOR TO BASE ALL ELEVATIONS AS PER PROPERTY SURVEY GROUT SQUARE TUBE COLUMN Mattituck, NY 11952 PROVIDED BY ANGELO JOSEPH CECERE,LS.VERIFY AND COORDINATE ALL 2"x1O"JOISTS FOUNDATION WALL,BOTTOM OF FOOTING ELEVATIONS IN FIELD. VAPOR BARRIER OVER 6" 4"CONCRETE SLAB WITH GRAVING TITLE CRUSHED STONE BASE& sxsx6 wwF __ _ _ _ _ STRUCTURAL FRAMING LINTEL SCHEDULE: OPENING: 9'-1" UNDISTURBED VIRGIN SOIL PLANS LOCATION: GARAGE DOOR u FINISH CEILING -...., ,- •:�:. ,T,._. PROVIDE(4)2XlO SEAL&SIGNATURE PRO.Em No. © LOCATION: SIDE ENTRY DOOR s? t ,, TYPICAL STEEL BEAM& cKz1-o1s OPENING: 6'-4" c WOOD JOISTS DETAIL DRAVaIfir PROVIDE(3)2x10 C.K. 5'-0" SCALE: 1"= 1'-0" CHECKED BY C.K. $5 REBAR @ 12"O.C. 5'-0"x5'—O"xl2"DEEP DATE: EACH WAY POURED CONCRETE FOOTING 04.07.2021 ON UNDISTURBED MRGIN 4—ANCHOR BOLTS SOIL DOB APPROVAL a DATE DRAVMNG NUMBER S-2 COLUMN/FOOTING DETAIL Shea, 18 of 21 SCALE: �" = 1'-0" Cherico King Architect,P.C. Architectural Design&Planning 1 1 36-06 37th Street,2nd Floor Long Island City,New York,11101 5"x5'x&"HSS STEEL 2 Tel:(718)392-0078 32' 0' 32'o' SQUARE TUBE COLUMN E-mail:cherico@ckingarch.com I 5. CONNECTION FIN PLATE B THICK REV.ND REV.w6 DE.sCnanoN _ W/FULL PENETRATION BUTT wz� 155®FOR PRFLN NR4f REV EW WELD ON SUPPORTING COLUMN '`6�, �6�, �6�, z m.+o.xml IsvEowRzrwmo NENEW WAS `',1�' W10x15 ' e ¢� a408N2 159®Fd00BRE4EW -- ----- _ - I WIOx22 STEEL BEAM I 1! 1'6"11 h 1'-6' 4-4 I ( 1 x I 2x10 @ N I 2x i; i 0 A-325 BOLTS(TYP.) 0 16'O.C. 0 16"O.C. o.. I I h 2 3 - - — 31 DTI; I I I ' I ELEVATION VIEW I 5"x5'xi"HSS STEEL f y+ 2D'-o' 4,+ n'-a' +y+� i'•I I r. i SQUARE TUBE COLUMN W10x15 WIOx15 Zed o i, 2x10 ROOF RAFTERS 2x10 ROOF RAFTERS @ 16 O.C. 701I CONNECTION FIN PLATE THICK W/ 2x6 @ 1 ! i FULL PENETRATION BUTT WELD ON I 16:O.C. ' N i I SUPPORTING COLUMN o• / I +h \, 1C1. }5 \, I I I ! j i 0 A-325 BOLTS(TYP.) Be ELEVATOR HAFT WIOx22 WIOx22 STEEL REAM ;S iBELOW j ' 1 AD idea%,designs,ovmlganmts and plans indicated W10x15 - I I' i• I o,represented by this dmwmg ore owned by and Z. 2 I;! I the property of Chaim King Architect,PC.and were I, h use an.and crate Th the specified ecifieedd proed ject.None of such Ideas,shall desiibe used by or disclosed ements,or todmy p rs i ®p iv w IN I h _ I of Pon% YYDe�. •� v V ox 2%6 @ ✓ I I i rum.t caparat for any purpose n of Ceser C, withal the express wrtltm permissim of Cheneo 16°O.C. what— King Architect,PG Wfiltm dmmsions on these l2)2x I b 1 r I t drawings shall hose precedence over stated 1 dimensions.Contractor%shad vat and be OPENING FOR h+'+mod j ' I mspons3le faral dmmsians and conditions ca the i tion PULL-DOWN STAIR �S`' f -I I fir-t mlmsioocm d arhe6ansdsefom my yytth— p u -_'_Q'L 11,_Zi �; h -- ----- ---- -----1 2x6 W draMgs.d 22 12A@ - - 16"O1 ' — 6'O I Applicant of record has not bem retained far Uo_ i inspph�ion of construction and Special/Progress 5"x5"xi"HSS STEEL SQUARE TUBE COLUMN This plan is approszd only far work ndicated on the ——_ -- — application Spedfimtion sheet All other maltem shown are not to be relied upon,or to be considaol either being app,..d or in accord.. with applicable code%. h I ATTIC FRAMING PLAN STEEL BEAM z 1 ROOF FRAMING PLAN � CONNECTION FIN PLATE THICK W/ 5202 SCALE: 3/16"=V-D' 5-002 SCALE 3/16'=1'-T h FULL PENETRATION BUTT WELD ON SUPPORTING COLUMN NOTE: 1. PRONDE COLLAR TIES 0 32'O.C.FOR ALL ROOF RAFTERS. PROJECTADDRESS 2. SECTION FOR COLLAR TIE LOCATION SECTION 1-1 Constantine's Residence 275 Miriam Road, Mattituck, NY 11952 1'.SLOT DRAVANG TITLE N-VAK ASTN W-SHAPE Amu +2 Apn aT 50 eeAu ATTIC&ROOF :A�9R92 OR.50rXr FRAMING PLANS, DETAILS SEALB SIGNATURE PROJECTW. CK21-016 DRAVM BY 56'w/ C.K.-SC CHECKED BY �O C.K. CONNECTIONS STLALL SE PROPOIZZO ED,FOR LCNIMUM VALUES IN GENERAL.NOVS OR LOAD SHOWN ON PLAN.-MUCHEVER IS GREATER. DATE: 04.07.2021 r MINIMUM EOLTS PER BEAM DOB APPROVAL DATE DRAM NlA70ER BM SRE sm'm REACTION S-3 - Wd 3.Wip 2.4 PER.tEG ,SA. Ant 2-r PEN'Loo Zak Shen 19 of 21 _ a,4 34 PS.LEc_ uk_ .U16. ,341 PER va Jerk TYPICAL BEAM-TO-GIRDER CONNECTION (TYPICAL.UNLESS SHOWN DR,NOTED;O,IHERVASE) Cherico King Architect,P.C. Architecttual Design&Planning d Stu Top Plates to Stud Stud to Hurricane tie 36-06 37th Street,2nd Floor Long Island City,New York,1 1101 ID Q M ra o�neaautm�e ass®p.tt e --- © B ra aXd6 ebaatttla90Kmla ixaip.tt. ta»are armed on in ur a�spell. Idid-tt mjwed ,. DASRGQumhtetae>fa SDFAltasxldelnada LNote wwm s--a.tM. surf e: • Fseenea(Tathy;: aFi5P.d0or�Ielazd[SFg'71IFABirabL zwn emred Wren,wrxn lwpolsmniesae6fo� Ctf ugK - mnn�<amemw.s ee®namasrarpac garch coon UpkB -"- =Updn mmeam done aoeeasel lr,a eon stm Fsatma; up at-, �r a1re ivnnavemm .,• Cam,. _y 4 , E-mail:ac ..�. 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I8lD131.s Ot4: 1543 I^: ND H25A 1 �)m31•xllk' l5}agl•xitd t$ 5d0 4 Ikemter(m,oalykyga,leWmuplOY>ada p GSIV t cman1'[2t4 1,705 oaffl'x2W t705 A sob Madras_t.atlmilreweal Gum on, Stud-to-plate ` ND 17312e I �lA Di3r.1w MRId3'71M e.,a_. S- emerpmen aeoa.mrrrrdefappdo,axn- �GTT2P .2 `ITSj:Pfz1wFus -,1;025 .:Of W.x iM Son: tdC4`. csfe-ae',C n16-arl,!~afvro-ai+, egal asm BRapd6atobatl wesermst� Ctd3r14-7H'.GATT72_-BS• 1. ®DSP 1 QIT.tW atCe•x1W Tat no pone:Defter axnlveJawt»t aag�la-m- asy" t R Qf16's2W z020 QfE9'x2W 2.020 B.far Btdf�dab�s,uSntllbm tmPJfgstH6e ties TV..* 1''Igalt6slW! I140168'x1W M - 650- nc 11ta a 13T2750S29i --2. '(lq W.2W505 21d5: (tit.x2M.SCS 2;1115x. G.cG meamnvtaa ui llecmre.-Os. 7m a Ad da rhpBatRSPMnsYPRleaeat,3t6 a. NSICBA i R 0.14 .SYi z690 R81afe6•x9M z3n afasnnta. CtmI,oda Or7239. ©hff 1 (5}O.1dB•R iti'190.I68•x1M 787 vrxmsmrng eon HQ b.nst>zlomrg ® . >2 .(Lj W,.2W.SD3�+•=3.07 If2)1f:a2W;5D5 22li-..- 7-Sib ttgttH£Im3idecdl E2p trabr>s sracm Atr51R+...: ./_ R)¢ S'xt '(7)O.ttB'.x t4 -_ 8 7_a"mn eRmcaste ts�eavamm�w w' HOIQ50329-a. - ©SP2' f (670.Ids'x3' RO1d4'[3• 1AID 6m. aresMgwmanamRan oFr�esams,saon MU&SCS2_9 2 RN 1c.-ZWSDS 1.565 K•xZ. 3.28S t-Tg es�ma;a asrlss:dlaad. R4 ranrg neF3-7leutam corsert m r>sbsw 1SP A'- O](e'x3' .D.td8txl W. - -]A5'_ BTa noaaslomrgiorPasvtldso*sane;. IO1S.SDM5'; "2 3:.=YMi�S•. = 6d5-. Mx25115DS' 4343 - rims ad. B.saeW:E4mvlaprm nesmtm,ngw a571Xg 1 Qt/8':[3W SB"+0 (6q 0178'e3V.'' S,DS, aCalvetelln> de0ep'RLeb ereatnm SONCi5m0 2 Vllds taedewd oolr 1,135 11m. {ectgteryrmmGamao>narmtlrtalmrl ,� nutaaatanas mlord.. Ii25A': 2. pDi¢g1'Y1n:(IWD]3f'YfK '_ 't,.7`7 _ = tatama. CIdSTiCr. -.1 156)D.162':2tY •6.di5. (6�mFL's24P. fiA75._; No.atatsn�a Ak7adaY lae0- LIKh]tC31 e:r8xanx�.zm 3181bil wc3nwasm+d CNSitY' t Q16Yx2K' 9,2tS 0]62'[2W 921S txiartvmn7aea ©L1S72•�. T 0.1te'xIM 12 a1dJFxtdt' 1:3�• I'M - NOTE: SR.hff,L1SR a3 C,lteJy.Li&12lgrf - mangbaaxrYeolnfine. _ p x)s1ar. ' `] atifSCIM (g4tdTxtt4 .t,d8' . ;12r=.. t,x:�n{foa)rr�vilgn•.p-t�t6o,tr�, ,eramancwseepcexwatvat ALL HURRICANE TIES& t,UNCf5m0 a Wdafa dfamtl aoryr lion t.dlo Nratal,tf -zt.+na(+cv). e,ae-r dmperaytedr�rnan cemntmm - CONNECTIONS TO BE PROVIDED I nmamea>radn7 aa�?aban�ary taBTAso S iammenbs. - - - AT EVERY 32"O.C- ©t11516n 2 (16)0]lB'RlW(1�O,idB'RiK' 2860• -2.asD ( r NR�tDfHWpegU2 ftsumse(raa9. Naxsdle WfiltLadd,. _. _ _ bras _ - ►taad:.- F.WX asta:na' 'tick, mPmm. Tg f36id. cAenddrwa'j - sd� cmv sua° okaw•< _ 0�4. a:StSW -tt65}r L"(1fU) o- ;• !;!�g D7iw'am , o EM Seel i xm jgoata.tM cis Bz. 355 7m SP441 p ® SPH6'.-:- •1' Nlq (171O11�Y]$' 6d0'-. ;t18td s 1100 - SSP t adst Floor-to-floor 1tlrto•pts/e 4 'e;I� _ - S straps malaaaai rctmbn uauarpsicaz I - araarer.rtang+a. - mwee 43 ui°Llxgm"'p.� I t5 awe. farmgAiva eDlYF - � - •-,q� rxflnmm9 O-W llixmPk) - coon red s �8a -tsdabaupot a¢a&Tt)•t1O0R6alu ! - =.l _ .t, Idsdsadaet/ batslAap19a0 h�7Uwd+s+•P.wema7 tdcaleL AD idms, si 6 amaang .1st andm ore ammsbkldi eted gpunmam. Stud-to- late a`�`Be1 -y •9 by an - r®d�a p� ID�toppp�v _ S��y p - the Prapsty of Olen.Kong Ar hitat.PQ and nve �..� OboSd 0 WN _ _ seated,ewlwd,and dewleped for use m.and in T( d le - - - ceanaU.with the specified project Nme o su idm%designs,anmgemerts,or reproduction of of plans shall be used by a d'sdosed to an person. ties ` •:_ v..- 1 Strmtg QaYe SaygCTtrda;. um or lion fa any Purpose ell Y .,si;' xasdSOyl car car. .' • nthmt the express dttm esmi son of OIenm • nxaWamayeTytrba�nitad, r----'-- $lil:anchorand King Architect PG Witte dpanmsians m these R.. ,' .�4}-. 62ve PP;S>b�tfamd£i ;:. Nat slue How much gs p. �, aaem shill haw recedmce over sealed Coo Strap You Naad2 bearing plate dimensionsi contractors shall verily and be NT NT ', a S1.4 Shorgni.1fsathaCo0 responsible fa aalldimmsons and conditions an the -- N&N� ,Strap Length Celwldar,dMigled job,and this office must be notified of my variation daA4 - a ssdhW NOI2�ab from the dimensions and conditions shoe b these 1 RSPB mtxmm, IUFrbrvad nod to 11-91h QuHd'ddfamtne the Y °�ot� •odhgihaaadl rLep�ded for aafn9s -- Re - ®dteppfr�topvepn$xi:vear Formate de>eaed iNamretipomfeaSeNrtgepUarexAG[ sm,tLnerz hoof. Tried-and-True �r� i SPA 0�80 �• '• • • • Applicant of record has not hem retaLed for i fhe5ben¢O e$C9VCSrmaagemYi eee pp SSBLL 51uf-l�ioP pid.Cosat¢0m lsP� +i7 supatisim of construction and Spedal ess (441lge Rpxleed'VHCIelNT inspection. This plan L approved only for.ark and ented an the application specification shot All other matters sham are not to be relied upon,or to be D Gansider.Strt3ng-:DrWc-SHWC Truss screw considered either being approved or in accordance Load valves for straps (Model No SDWC19H00)ios narrowa narro qpHoilda es face of stud-td-platc-installation for this th installed diagonally shall Step.fill y be-determined by the applieaiion. . record. r LSTA27 � -x - •: Sheathing riot Uplift-anchor s not n 6 ab _ * t' shown clarity � !' PRWECTADDRESS needed in'this area "8 - o>a' x t -r Constantine's Residence rD ('except sill arschoes) 275 Miriam Road, lie, e,t Mattituck, NY 11952 til len �gtlt '' � � °Y• DRAwNG itiLE �� � r �� � STRUCTURAL DETAILS .. .,., (by Simpson Strong-Tie) • I F., � 'x;-.: ,s �. ,- �# a trf,i z�� °s•,�T� � � �_ �' f ,., Nails not' SEAL d SIGNATURE PROA:CT Na. Single-Strad p.. CK21-ate required in � HD5 I n..�' clears av'�.�' $ `� -`' H99a HTr5 AT plIcation -a - � T ,."' z.,+" 3 (tfD76.HP38 stL'N`?rr' I .C-sfrnuar) DRAMBr (mulfl}pfes mijy HH4 CHECKED BY y' ' ;be used) HH4 � � E��n CX ISTH© 1 H Provide m end l n. - 'n r.:• - t3S fist 3nce { I !or CS and CMST 04.07.2021 Rafartopp.g-10fork7tpartant Equal number of DOB APPROVAL aDATE DRAwNCNQeSa - sr spsidledfells m; �`_4 8P4Z Ij :n dw; considarationsregardingcastings irteachentl on connedors aMched-tor seed 20 of 21 nz' . f?raSor:'3tIVc' iI23.t�'INOQd. Typical CS Installation i as a'Floor-tu-Floor.tie (dMST requires m1rdmum C212x studs) Cerico RR Arch tectura Design&Plan Planning C. Top-Flange Hangers Ridge Rafter Connector 36-06 37th Street,2nd Floor StructuralWelded to rt,.z fxca+dae.d.,lvnm,t calm-,� � rc>caan»s Long Island City,New York,11101 ^1k thetryrlircge k3o dhe1„ce00^a � — Tel:(718)392-0078 TheM 4,t-usedwd a' +� 30'ufts ,o _ "` / Ismail:cherico@ckingarch.com trataflabom Sxlsga lv,6a1-M Mat st 1B gkge 5^�g"` T` 41a ma Wgr, Friah CW�JD' REV.NO REV..TE 1. - -- i •jell BE�..1.....�' CEIfL311H. aF.SLWP Install troll '� 1 W]6.M1 ISSIIm FOR FRELIMINPBV RENEW ' Wr3dSsm2pp5f)d to Hfall S[daW6a'al tOp 2Nli;o. "` � �..,. � •l>F at.✓w Ik`A'�="�:e6e C!P isrs;NGjei � ISSUEDFORZOMIYi RENRV•w�assm:uanmu o w�euty or remo� r - .= •WF7d Rattr15ta91xiE 7Dv3r. _ g Cod 5­Rtit Cxl Rt�rer KsY •Vlard lhrg'Jisa'Invm etlaWeanttvlineaa '"`� .,: ... __ ,C,7¢ -7 3 maams RR'^..; a loaozh •S`mpl Mmrre lrry fa7]I1a 911;?(a9m dae}p had mrtJOnna. " ':. ` rv'.ar1'd"_ yv'4 ar4•' r akAY.Jh +N%`^exJ tM ISSI®F(MOOBRENEW ' S..O¢vWCY.f 3 SedW�i2kr tsE rep' R � -fhed�rfLlacio<dstt4i deft nei»s�tmrtrequranm`S rt i �. CaotioretNetdmq gahawadstml m.ypmdLoah.mfiU1 l hsrha.0 lallerrpr;iav 'g lxoauiliesand satn7y Na Suo Yixmmr �dtn rfts� ReL I dWsscvftiyMidirg sh-ld be inwsrfinoo '>s, to Ott x fy 1o�aa� v t I ESL 3x1 I.Gt Lr ° '.Pwvrr,� f2�::rd9xYxiadstirRec mat W�auv(as� ra tsx'sgr.?y� "-e . BA-d-on storm :ort:airt>* ;y to�to:ci+F ,r.r.�clxf+sry tY sn .xxlbuue.xrif 7YFI eI HR i Maw zra� ,ms•Na-.. aaartw a.br-o1h.sar:P.z•22.x.:.0,- to taBalian i Top-Flange Hangers Welded to Structural Steel Members rraeatRm s >�as T�� c�wlss�� Jrm�a_tej Dasrmhaz�rmae: 4 PA p tead4 If 1rr.2' gS1,001 515 Alm [atlsl21Se5di 1�„ H7rd't71 .,(ig}alfga2N lfsS° 695.•.. Fe"„_, .{t'�41L4ii16 ' .e pro smr,�ffi i grr,IW (1pJwn.le I..f% eEm faK-b25^WJ 7 {t}�,iv.• PL•Jasteilha -+A% esbiJ I• crai5n'ae -,,; .)• .t?laxfis'-'- tlBJa1t6a3?t i 3;.: . 7,6a p4ISN,tPo .,.!1Ra 'TJ1vS j FBI, p �3 (fJ -N - RVAA 'm 10,720 �Jtatn .. •'D „ •3. ;j7lvrs¢e•._.` ..�.a1�iZu ,1y¢*.. 1 s -. txpnas�r-Anna�,ten cxaar,.ayereuw eaeavaa eetP.ve r+•d�n.-.tnearu .+,#,.=*n 2pe�l�eeerzntwnra,�.+Ymgelrn�ulr.�,ise.romm3reu+a<� F, All locos designs arrangements and plans indicated a represented by this daeing we owed by and l the property of Cherico ICmg Architect,PC.and were seated,evolved,and developed fa use an,and in connection with the specified pm*L None of such Ideas designs armngsmonts a reproduction of SGW3251nstallation to Wood Stud fumg mlciclapaation e used tar anyo�or disclosed hdlasoevva n, ..` ia�-?+icatu +..,aru`.eu aedsrmat, a.eti»rase iesr.�e er�s'g3i.. rs.: yr (CFS TrackldWRcqui-d} of Permission of Chriw - THsxuz�salq�mibapdreltJaefaaaatu;�ml+d1®ouafm 2t�.. "" _ King A the less Witten - cvvn�-•iam"'ae•TDavnoradara Yunsavna_-m+y _ King Architect have Mrecen ncedra a s ol these droeings shall haw precedence oral waled dimensions.Contractors shall verify and be responsible fa all dimensions and=dItians an the job,and this office must be notified of any variation from the dimensions and conditions show by these dra.rings TEGNNIL_'AL.BULI_.Eflf.(: Applicant of record has not been retained for supervision of construction and SpeciN/Progress HU/HUC Welded onto Steel Members inspection. This plan is approved only fa yak Indicated on the -NalHm.ffed Hllsaiashargaismay application specification cheat.All other matters Wvidddd to etfpiCfbflg sllnGalal steel show are not to be relied upon,a to be .frumhhers. considered either being approved or in accordance `•llsa l'weld segahmxs ea2lxlVyspzeatl a eilh applicable codes 'tup'h,batfarn,vAh Fdithe segnrnts . oil mLti sdeclhen�r.. •WdiBrrtarbafdfierlspl?irtedg.olf +!w••, -1"aguagy arIe. Ra opened •A, •W�s1a(ag+seJarepured forag f-jdst9 I I&bd lNajttlesetlargats, l .. I Lepdcim F�vvod 1 I 14ir�,. - '^,'A9q PROJECT ADDRESS �''` a�dm� Constantine's Residence W rreglea 3,86 b.tiae55m, 2.aeag mmsuv�emsa reaaanxawa:e a�I t,e 275 Miriam Road, :rv,mdaacRmda�a[yb ips7lpltagrreN ` VWV 2Lavemama E7a«maem�Ne-;r�q. ' 7`�� • �'a°'° Mattituck, NY 11952 :'Sf Eat 4µiElggcsgmdde9mypedrmamvrd �. Rrmhmsxrw minoalnecmmm�sa�nws s9rv� ORAIMNG TITLE <xmsvooc.mxmmemaamaWnebtardmdlvd STRUCTURAL DETAILS s.Trmaa,eamrcaMa9eatgtlgaBear�yea�,m , {, eswn Odj a•p•nnMG W,Mea,nonam was .Faa�laea,�,eva,i�aa- canasr ae (by Simpson Strong-Tie) ummnawaarmawammmucon mmsaia al-ol;. I Iap Jdm Flb2Weld CK21SEALS SIGNATURE PROJECT CK21-01016 DRAAN BY C.K. CHECKED BY %i r eplaly C.K. DATE: 04.07.2021 • - _ DOB APPROVAL 6 DATE DRAWING NUMBER S-5 sheet 21 of 21 Flora Bevel fli,ave Weld Foe Bevel Guava Weld Datm1 pmCureg ooaz:s�m,�gnoa�eyna se,wac.um / �N52°00`00'E-50.00! INDEX OF DRAWINGS: Cheric King Architect,P.C. Architectural Design&Planning 1. T-001 TITLE SHEET,PLOT PLAN&ZONING ANALYSIS - - -- 36-06 37th Street,2nd Floor 2. D-001 EXISTING HOUSE DEMO PLAN _ _--_ _deer Long Island City,New York 11101 _ - n 3. A-001 FLOOR PLANS:(BASEMENT,1st&2nd FLOORS) _ - -- -- _ f E-mail: - ck _ -------_- - T Tel:(l:8)392-0078 garch.com 4. A-002 ATTIC/ROOF PLANS&DETAILS 0 5. A-003 ELEVATIONS -- �e �T�r_ O -DEB ---- �. REV.NO D1.2aN21 ISaUm Fmi PRa1NINARYPEVIEW �� c 6. A-004 BUILDING SECTIONS BAGKWASH f Dyy\ POOL.� NOTE: POLL N 7. A-005 WINDOWS&DOOR SCHEDULES,WINDOWS SPECIFICATIONS. W t .� r�. PROVIDE 4'-0" HIGH 2 atmmz+ Issumroaz«nucaeviav o_ -PROPOSE)smxE t� B. A-020 GENERAL NOTES&HAVC SPECIFICATIONS. FENCE POOL PROTECTION 3 a&a.mn ,ssum FORroBhEMEw vATa L__n I 9. A-030 ABBREVIATIONS&GENERAL NOTES. ® 10'xl8' o �i - o>v.40 I POOL ( 10. P-100 SANITARY SYSTEM DESIGN ROOF DRYWELL I ,I i�ROOF ORYvvEu 11. P-200 PLUMBING NOTES&SANITARY RISER DIAGRAM o ' 12. EN-1 ENERGY ANALYSIS 1 OF 5 muI r I` BP APPROXIMATE LOCATION 13. EN-2 ENERGY ANALYSIS(2 OF 5) PA➢DD(ON GRADE) j OF EXISTING HOUSE 14. EN-3 ENERGY ANALYSIS(3 OF 5) (TD BE DEMOLISHED) 15. EN-4 ENERGY ANALYSIS(4 OF 5) 9'-o'L 3z'-o' -o PROPOSED 16. EN-5 ENERGY ANALYSIS(5 OF 5) ------ MAY 15 BEDROOM 21STORY am2r CONCRETE PAD ! FRAME liottas6 17. S-1 FOUNDATION PLAN (by JOSEPH FISCHETTI,PE) FOR AIR PUMP 1�ry`'E):jy ELEV.=64.0' APPROXIMATE LOCATION 18. S-2 BASEMENT,1st&2nd FLOOR FRAMING PLANS AND CONTROLS : \ OF EXISTING CESSPOOL TO 19. S-3 ATTIC&ROOF FRAMING PLANS,STRUCTURAL DETAILS ; a#„ BE REMOVED. _ ' co.IN 20. S-4 STRUCTURAL DETAILS(by Simpson Strong-Tie) PROPOSED II, ENT ELECTRICAL `1 SEA° sr 21. S-5 STRUCTURAL DETAILS(by Simpson Strong-Tie) ; 2-STORY FRAME APPROXIMATE LOCATION CONNECTION IN HOtE. l' s __HQO�____= OF EXISTING HOUSE CONDUIT ._ p�q{ u7 9 a_sas (Footprint--1,616 sf) VENT LINE RR SSA ' '�r GARAGE G.FL=54.92' (TO BE DEMOLISHED CONCRETE CURB INDEX OF DRAWINGS -i AIR LNE RO�Oti ' O �, APPROXIMATE I I � /• „�,'x 'sCd`r s I v LOCATION OF D-BOX Sz UG ELECTRICAL . v a EJf15T1NG UTILITY _'..�' SF_RVIOE LIF FROM `y, +�. °.- .3 y` ,° e a f y ,> -_ �° __ _ POLE PROPERTY LINE s ��" ---- --- APPROXIMATE LOCATION c OF EXISTING CESSPOOL PROPOSED UP I4 TO BE REMOVED. t Sp 5a WATER SERVICELP emu„ '�`- r APPROXIMATE iN 8'DIa z sum GRAVEL)." J" ` .�`� F ` '` ' [2J p LOCATION OF Leaching Pools W/6• ,r',. i y r EXISTING UTILITY Sz__--I'� All ideas,designs,mrorlgements me plans indicated 1 h/ I ,.! '* - _ A"�' �� I�`'S - ------------ I or represented h this Navin are owned by and TRAFFIC COVER WJ s 4 r I Y 9 ,, . �trr f.ae` POLE &OVERHEAD the property of Charier King Architect,PC,and were Heavy duty cast Non wveAs ,� ,.,/ r s LINE. created.erdrs4 and ee"ioPee for use m.and'm min.B011rs.to grade .,.s �, '. a i / .> lib .�' � �� '" �ci n z.L,,- .mow -, waz. "t.'Y`• (REPLACE WITH NEW I ideosttd9^s,m�rongemmts project. nortp oNMct'mfasudl [1) BDiaxB'Deep ---ASPHALT-T- - 'y' � v'y 'i. '*;, UNDERGROUND (GRAVEL) I plans shdl be used by or disclosed to my Person, Expansion Pool VW TRAFFIC O DRIVEWAY �' r. ��#"^ .¢ i r """s k.^a�, xLt '�; ELECTRICAL SERVICE fna,or corporation for any Purpose whatsoever COVER W/lreary duty test iron O' , 1 O ;• � °. �'°s �,., ysx TO THE HOUSE) without the express written penniavon of Chuico ese Covers min 601b5.to grade.THIS I /° .' �, y,"r < <' drawings Arh&In I ect,have precedence am scaleC.Written limens-on d '- POOL TO BE INSTALLED WITH DO" 0 OD �' - m /` /m I M x : .+ �; -( > omens ors Controdors shot verily and be OTHER LP5 Z r '/ ,N +' 1 s" f� I 50 I/ � responsible for of dimensions and conditions on the -_/ 1 jab,and this office must be notified of my wriatim JJ/ 357.es' Qj; '� 3 from the dhensims and conditions shown by these r r drawings. S OO�ry 50A0' 'x' rm as e �xms - C) APPROXIMATE - r '+ 4`.% _---__—____-____ Apprcmt of reamd has not been retained far y'a LOCATION OF EXISTING / - _^°'� ¢ 'a r r �r � ' supervision pervision of construction and Speclo/Progrm UTILITY POLE i' eY APPROXIMATE LOCATION- / 8a WP'(1 AREA MAP ASPHALT (t0 t OF I DRIVEWAY �� q This plan is approved only for work indicated on the OF EXISTING WATER MAIN. / `na'{l\ ORtgt "1% APPROXIMATE ��;2s application speafieatim sheet All other matters (PROVIDE NEW 1-1/4' f p�}Bu I 48 ' ss Q� shown me not to be reie upon•a to be UNDERGROUND WATER 1*OE LOCATION OF EXISTING i >> considered either being rpprowd or H accordance MAIN SERVICE TO THE V`� 2020 RESIDENTIAL CODE OF NEW YORK STATE UTILITY POLE & �� with applicable codes HOUSE) 2020 PLUMBING CODE OF NEW YORK STATE OVERHEAD LINE. ' ' 357.48' 2020 MECHANICAL CODE OF NEW YORK STATE (REPLACE WITH NEW --- -- --- UNDERGROUND ELECTRICAL SERVICE .' ENERGY CODE & RESCHECK (2018 IECC) TO THE HOUSE) SITE PLAN APPROXIMATE LOCATION Oda WP�� (PROVIDE NEW OF EXISTING WATER4 AIN. .-so\C\ � R\GHA OF APPLICABLE CODES UNDERGROUND WATER l5p AGE PRaecrAODREss MAIN SERVICE TO THE w HOUSE) Constantine's Residence 0NING 275 Miriam Road, ADDRESS: 275 MIRIAM ROAD, MATTITUCK, NY 11952 Mattituck, NY 11952 LOT No. 1000-099.00-01.00-028.000 ORANANGTITLE SITUATED IN MATTITUCK, TOWN OF SOUTHOLD 1 SITE PLAN SO FFOLK COUNTY, NY T-001 SCALE: 1/16"= 1'-0" SITE PLAN LOT AREA: 10,500 SF(0.241 ACRE) 280 ATTACHMENT 3 SEAL&SIGNATURE PRCJECTNo. TOWN OF SOUTHOLD cKz1-o1s SCHEDULE FOR RESIDENTIAL DISTRICTS MINI CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA MINIMUM REQUIREMENTS FOR 1-FAMILY DETACHED DWELLINGS: (PROPOSED: 1-FAMILY DETACHED DWELLING) BY NG) C.K. LOT SIZE: 10,000 SF (EXISTING LOT SIZE: 10.500 SF) LOT WIDTH: 60'-0" (EXISTING LOT WIDTH: 50'-0") WIND DESIGN SUBJECT TO DAMAGE FROM CHECKED BY LOT DEPTH: 80'-0" (EXISTING LOT DEPTH: 210'-0") GROUND d SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN C.K. FRONT YARD: T YARD: (PROPOSED FRONT YARD: 101'-6") SNOW Speed Topographic Special Windbome DESIGN Frost DESIGN UNDERLAYMENT FREEZING ANNUAL PRIMARY FRONT YARD: 30'-0" LOAD' (mph) effectsk wind debris CATEGORY} Weathering' line b Termite° TEMP` REQUIRED' HAZARDSa INDEX TEMPT DATE: SECONDARY FRONT YARD: 20'-0" region zonem depth 04.07.2021 SIDE YARD: 15'-0" (PROPOSED SIDE YARD: 9'-O", SEE ZONING BOARD APPROVAL) DOB APPROVAL DATE DRAVANG NUMBER BOTH SIDE YARDS: 30'-C (PROPOSED BOTH SIDE YARDS: 18'-O", SEE ZONING BOARD APPROVAL) 20 PSF 130 NO NO YES B SEVERE 48" MODERATE 15 YES FROM 2009 510 52.2 °F T-001.00 REAR YARDS: 30'-0" (PROPOSED: REAR YARDS: 54'-6") TO HEAVY FIRM MAP (RIVERHEAD) (RIVERHEAD) LIVABLE FLOOR AREA: (PER DWELUNG UNIT): 850 SF(PROPOSED: 3,232 SF) sheet 1 of 21 MAXIMUM LOT COVERAGE: 20% (PROPOSED: 207) NOTE, BUILDING HEIGHT: 35'-0' (PROPOSED HEIGHT: 35'-0') ALL DATA SHOWN ABOVE WERE RETRIEVED FROM 2020 RESIDENTIAL CODE OF NEW YORK STATE AND NUMBER OF STORIES: 2-1/2 (PROPOSED 2-1/2 STORIES) LATEST DATA AVAILABLE FROM THE CLOSEST REGION. Cherico King Architect,P.C. S U RAT Y OF PROPERTY Architectural Design&Planning E ��� �r 36-0637th Street,2nd Floor LOT32 MAP OF BLOCK 1 Long Island City,New York,1 I]O l "5'`�1 . •"'•,, Tel:(718)392-0078 CAPTAIN KID❑ ESTATES E-mail:Cherico@ckingarch.com FILED:JANUARY 19,1949 .MAP NO. 1672 ON SITUATE 1 a��r IS9 FOA PRELmNARYRENEW z mdaNa IMED FMe ZO RENEW NIATTITUCK asa.oa ISA ED FOR ooBREAEV TOWN OF S.OUTHO.LD SUFFOLK COUNTY, N.Y. TAX MAP PTO::: I00C 099.00.01.00-028.000 LOT 15 LOT AREA:10'500=S.F.(0.241 ACRES) DATE SURVEYED.NOV.6,2020 N2°00'00'E 50:00 --------- bo' ELEVATIONS REFERTO,NAVD88 --- T,40N.Fr1o, --__ ra—,IL^oQ ss— —_—_—_ p_, tee- L632— . `:U).0 30 80 ---- Feet 00 ..... t _ . _1----- --_ -- —r SCALE: IINCH= 3OFEET C gs OMew 2atDWA .0 cmar+osrrE ��Ecc 0 DEC oEctC asva``. n7 TEST HOLE(N6TTOCCAL0 �.i = 3s.3'__ — l SHAVSIN p7t.SkRRON NIZ. 6028.QWALL �_T ___ — -- —Ire--, DATE:CCTOBEF?14•,2020 D ClAw TI II E 1I .1 STORYDEMO EXISTING 1 ?II C+RAD& 6LE ME.V.53,95 p C FRA STORY&BSMT III NDVLOAtaslvi, �y z�r 4 RESIDENCE 13o z II FRAME HOUSE Z I #275 PIAT. '1 I INCLUDING ITS II d'11 FOUNDATIO14 & S' F.r�i_d5a52: - II FOOTING I' ,I at ideas,designs,marlganmts and plans indicated TIPPER FEN: II _ IE_� or represnted by this drawing are owned by and FF.L.?83.16 17.SNIf _ 11 CIE the property of Chaim ring Architect,PC and were Ill T crroledCom ,evolvedecUm with,and developed for use onroject None,ond m n QZ F-�� N11 I dcoR designs.arranthe gements,ecified par reproduction losurh SP MLKED S,1NDt11l1T?;1. G.F1..�84.79 tn. II GRAVEL - .... -2O4 en I c ��——__—II I W Y yperson. s shall be used b or disdosed to on �30.`¢ 22.4' — firm.or mrpmt',w M any purpose whatsoever -@ withalt the espreaa written permission of Cherico t s eL ocle— I King mge�di h�preceeenn�m same ese ;?y WALL P:g I Cmmsions.Contractors shall verify and be IT- �� .S CONCAE7E 1- for all d'ansl ad d conditions m the — I job.and l n is office..at be notified of any watation NO WATER ENCOLr-47',F2.ED ^� ^` ,t �L — '—_— I fro.the�enslons and conditions shown by ere �i�C'•Y' m �S'4 t `���\ I ApPlicmlt of record has not been retained far supervision of misWfim and Special/Progress 1•yyy \ inspection. WALL This plon is approved only far rock indicatedcant on the I'Y appfirotion speufication sheet All other mattes PART OF LOT 1:4 I LQT3I 1a r shaven are not to be i relied upon,m to be ' er m acrordonm considered either berg approved 2.'.. ,-ADj CENT 'D 52 with applicable codes. ILMIL o 0 j -K O 50 . Z c PROJECT ADDRESS 0 C Constantine's Residence N 275 Miriam Road, °o , 0 i'„ Mattituck, NY 11952 / r 0 /•/' p � y/ l�;��. DRAPING TITLE a�7.4s 357.48' HOUSE DEMO PLAN 0 00 S52 00'00"VY //' L7(1L. / aEALb51GNANRE PRO.�CTNs. Wyk /' CK21-016 DRAVIN BY C �L // R d OF WP�I .K. Q� P 010, 1,gvl O\Go CHECKED BY CX f ��1�}-•.' �lC. `�d OzE DATE: WAMzERv � pVO 04.07.2021 DOB APPROVAL b DATE DRAWING NUMBER D-001.00 sheet 2 of 21 EXISTING SITE PLAN EXISTING SURVEY o-001 SCALE: 1/16"= l'—oe Cherico King Architect,P.C. Architectural Design&Planning 72-0 3-1/2"WD.DBL TOP PLATE TABLE 3.1(NAILING SCHEDULE) A 0 BOX SEFEFUATTEDTOREUSED 36-06 37th Street,2nd Floor EXCEPTWHOTHERW Long Island City,New York,I I101 JOINT DESCRIPTION #OF NAILS rU1R5PACING 0.NNLSSPACEDAT6'OCATEDGES,I7ATPIOWEDNNTE Tel:(718)392-0078 --- -- ------ ---------- SUPPORTS IXCEPfVAT SUPPORTS WHERE SPANS ARE 48' E-mail:chenco[t ckmgarc .cam -' LINE OF FINISHED CEILING bTap INQaeaa� (seeTade3.YN OR MORE FOR NAUFGOFWOODSTRUCTURALPANELAND FArPARTICLE BOARD DIAGRAMSAND SHEARWALLS REFERTO REV.NO REV.DATE —ON i TAPE AND SPACKLE JOINTS CeftWbTtpPMs(faerQW (WOTeNeSm pelf SECTION2305.NAKSFOR.WALLSHIATHINGAREPERNRTED , a.xsaozh issn:DFOR mnawNARV REvhex _ EACH SIDE CeTngJddbPaalelRdar(FaoEekdJ (seeTade3Tj eadhbp TORE COMMON,BOXOR CASING C*gJd9LapsmeParWaa(—dx) (seeT903) eadbp x W.— I EDFORZMINGR M I CdaTeb Rate(fx+eied) (seeTaNe3A) pan GCOMMONOROEFORMED SHANK 3-1/2°WOOD STUDS a aed.xox IssEOFaRweRE Eon &rldgbRdtr(foetded) 2•Bd odiad 0.00MMOR OD 16"O.C. RinBoadb ReOa(FMn*l 2-16d "'had EDEFOANEDSHAM( ,III 5/8"G.W.B.EACH SIDE WALL FRAMING F.CORROSION RESISTANT SIDING OR CASING NAILS. Y I TWPUIe10TEPPIZIEF-421011 2-16d period G.FISTENERSSPACM3!OCATEI(TEfUOREOGESANDrO.G II I ToPPtdedt%-sedvs(FxH;s ) 4.16d Id0-saaLdn ATINIERMEDIATESUPPORT. sbdbsuva"a ac al 2.16d 24' H.CORROSIONRESISTANTROORNGNAUWRHTII6'DI0. III I I 4-3/4"ACTUAL HeaerblbaderTeomkim) 16d I6'aaaWnge* HEAD AND 110 LENGTH FOR VTSHEATHING AND I 31r j2-16d Kr2x4sW LENGTH FOREWSHEATHWO. FINISH A$REQUIRED NOMINAL TogaBdbhnRdebhd(EMaSaled) 3.16d pa2x6sW I.CGRRDSIONI BISTANTSTAPLESWRHNOMWk7ilr FINISH alfid pa2:8s6d CROWN AND f18'LENGTH FOR IR SHEATHING ANDIIR � III i 3-1/2"WOOD SILL PLATE - BdbmftIoFbxJ4BsdJoiA 2.16d Paw LENGTH FOR 25Gr SHEATHING.PANEL SUPPORTS ATIV I m BASE AS REQUIRED ryw ad� tF (29 PANELU�sSrnf�MSEMMA`RKED) THE FLOORFRAMING Hill. FIN. FLOOR LINE J.fASINGORF011SHNAILSSPACED6'ONPANELEDGES,1r Jodto%Tap Fldea(Atdr(foeaand) 4.Bd Pro AT INTERMIEDIATE SUPPORT I w j B"tDJdd(imadtd) 2.8d eadtesd K PANELSUPPORfSAT2V.CASING ORFWISH NAILS SPACED i f hI. I 1 TYPICAL &�gbJobi(feeaakd) 2-Bd eaterd EONPANELEDGES,ITATINTERMMIDIIATESUPPORTs 2x10 OOFIRAFTERS JIG ROOF RAFTERS I INTERIOR PARTITION ®oddegIoSlorrapPUb(Tos� 3-16d eachtndc LFORROOFSHEATHDIGAPPUCATDtJSBDNAILSARETHE I Le*Se'ryhseate(F_Wx 3-16d eacho MIN.RWD FORW'OOD STRUCTURFAL PANELS ®16"O.C. 4#16'O.C. I I I „ I I S.T.C.RATING NONE Jddmledgab8em(fcer�d¢d) 3-Bd perjdd µ57APlFSSHALL HAVE MIN.CROWNW101HOF7116'. III �1 i FIRE RATING NONE Bard JoµloJdstp6caled) 3-16e 1a1� N.FORROOFSHFATHPIGAPWTION%FASIENERSSPACED &hdJoLdbSorTopRffoehe d) 2-16d period 4'OCATE)GE5,rATINTISMATES(WPORIB I O.FASTENERSSPACE04'OCAT FJMiM rOCATINIEIUJEDIATE ROOF SHEATHING SUPPORTSFORSUBROOR6 WALLSHEATFONGd3'O.C.AT 1 SbrbdpffelsosrdS n 17ac P.FASTENEIiSSPACEDeOCATEDGE$rATTKT MMLATEE. III 0�1)vor 2•Id pasppet 1SI0orwider 3-Bd penuppat d CERINGSHEATHING I I I I I I I I 5/8°TYPE-X GYPSUM BD. IirysoawaBoad Sd000hs rhdgiHPfii WALL SHEATHING + I NI ideas,designs,arrangements and pions indicated I I I 2�WOOD STUDS®16"O.C. sNmxdpm* Id Iron er represented by this drawng are owed by and W CLOSED-CELL SPRAY FOAM FCah®dPmeb the property of Chaim Kmg Architect,PC.and was created,e,.I d,and devdmcd for use on,and In N I I INSULATION(MIN.3-1/2°:THICK) Tne 3 m�e6dd connection with the specified project None of such I III I of R VALUE=20 GpsnMond �mdes re*10'5dd Pfedi eas thendes gabe used s arrangements lo disclosed todu y person. h'-s• I i'-a• rum,or corporation for amhypryose whatmew Ib�aad -`Bel lrst without the repress written permission of Cheri. I 3/4"EXTERIOR GRADE pofidebaNd Paste as Irae rang Architect.PC.NYittan dan.sims on these 2x8 PLYWOOD SHEATHING Obgvd6od5MaBInP drowIngs she have precedence aver scaled i�a116' 2.8d den edelle'.inciters shell drify and he 12%I® 16"OI 1]1Powba lea respons3le for d1 dimensions and mnditims on the he"0. — SIDING BY'NU-CEDAR' �A" I I FLOORSHEATHING lob,and this office must be notified of any y these -®c OVER VAPOR BARRIER(TYVEK) df from the dimensions and.nditions shown h these d IF_ I SCuOrdPah� Pam BO 6'hdtarvgdlr�l _— Applimrht of record has nod been rctaihed for TYPICAL EXTERIOR WALL F& 1°d 6 sagas del supervision of constructs.and Speed/Progress Inspection. CONSTRUCTION(1 HR RATED) Zoll ff 2-aa 1t10'andda aed pasa00� paapPat (LOAD-BEARING) THICKNESS: 8" This plan is approved only for weak bd.ted an the TABLE R301.5 opplim specification shot.NI other matters shorn are not to be relied upon,a to be MIN.ROOF LIVE LOADS IN e.eidered either being approved or in accordance rrith applicable codex POUNDS-FORCE PER S.F.OF 0 HORIZONTAL PROJECTION ATTIC/ROOF FRAMING PLAN TR03UTARY LDADmAREAWSF. A-002 SCALE 3/16,=I'-a' FORANYSTRUCNAALWMER ROOF SLOPE OT0200 201T06W OVFR600 FLAT OR RISE LESS 20 16 12 THM4DLPERFT.(13) RISE4IN.PERFT.(11)TO R90525FASTME S _ PROVIDE SHINGLES OVER LESSTHM121Rf+EtFf(1:1) 16 14 12 FASTB-1EASFORASPRALTSHNGLESSRAUBEG4LVANIZEDSTEfi, RIDGE VENT PROJECT ADDRESS 3/4"PLYWOOD SUB-FLOOR RI�120LP(OtFT. SfA00E555IEt3,ALUMNUtdORCOPPERR00FDlGNA¢S,MUt12 RIDGE VENT BY"RIDGE MASTER" ABOVE (1:7)ANOGREAT(R 12 12 12 GAGESKWWAMU13h8'HEADASMF16UDFALENGTHTO Constantine's Residence INSTALLED AS PER MANUF. INTOTHEROOFPENETRATIETH HFATHUGH ERwERETHEROOFSHA69tGISLE 275 Miriam Road, INTO THE ROOF Sf�1LTHING WHERE THE R0�SHEATHING 6 LESS 240 ASPHALT SHINGLE OVER MeldOMM ORI�IDLSTRI TEDDESIONIAADS TNAN3`4T1°�T"EF&BERSSH"LPENETRATETFoRm Mattituck, NY 11952 # (RFFBITOrAtnER701sOFT1ERESD@BIN.CODEOFt✓EWYOBXsrATE) THESBTMR9057SA5RIALTR00FSWNG(ESSHAILHAVEA 30#BLDG.PAPER ON 3/4"EXT. MR OF SIXFASTENERS PETSHNGIEWHEAETHE ROOFIS IN ONE DRAVANG TIRE GRADE PLYWOOD SHEATHING USE LMELOAD DEADLO OFTHE FOLLOW CATEGORIES-THE BASICWINDSP®PER ROOF PLAN, DETAILS& IXIE80R8V.C1NIE5 60PSF 1oPSF R3012(4)6110LRORGRFATERANDTHEFAVEEWABOVE .,: GNADEA96521FORROOFSLOPESFROMTWDUEATICALUN05W NAILING AND RIDGE BEAM (SEE SECOND FLOOR DEN 40PSF 10pSF 12U=HOR¢UPTOFOURUMVERr.Nl2UNBSKR¢ROOF FRAMING PLANS ON S-002f FLOOR JOIST(2x10) FASTENING SCHEDULES pp i SOAP,F p6pg(RAN UNRSSHNLBETWOIAYERS. ROOF RAFTERS JOIST HANGERED (1)LAYER OF 5/8'TYPE-X ATiXSWRHJUfSIORIff(ROOF[HDWDPROt) 10PY IOPSF SMASIGNATURE PROJECTNa. OFF OF RIDGE BEAM(W/9 1/2" GYPSUM WALL BOARD ON METAL ATIXSWRHBIORAOE(ROOFBRON39W 20FSF IOPSF CK21-016 CLOSED-CELL SPRAY FOAM FURRING STRIPS(TAPED &SPACKLED) ROOIBOTHiIILdNWINGAO0l6 4OPSF IOPSF DRAM BY INSULATION SIMM RM 3DpSp low C.K. CHECKED BY G.W.B.CEILING �� 19PSF C.K. GUAROAROSAVDHMi)MBS ZppsF 10PSF RIDGE VENT DETAIL NOTE: RDDFU#0GLVE4ROUIIDS0LGAD 3DPSF IOPSF DATE SCALE: 1 1/2°= 1'-0" FIRE STOP ALL CONCEAL SPACES®2,500 SQ.FT. 1 04.07.2021 INTERVALS WITH COMBUSTIBLE MATERIAL DCB APPROVAL e DATE DRAWING NMBER A-002.00 Shed 4 of 21 Cherico King Architect,P.C. Architectural Design&Planning WINDOW SCHEDULE(BY ANDERSEN,A-SERIES) WINDOW COMPLIANCE NOTES: PRODUCTPERFORMANCE 36-06 37th Street,2nd Floor Long Island City,New York,11101 ALL WINDOWS CONFORM WITH BUILDING CODE SECTION R303 LIGHT, Tel:(718)392-0078 TAG# LOCATION MODEL# SIZE TYPE QUANTITY REMARK GLASS AREA(sf) VENTILATION & HEATING E-mail:cherice@ckingarch.com 0 BASEMENT-GARAGE ACW3040 3'-0"x2'-0' AWNING 2 12 R303.1 HABITABLE ROOM {w r REv.aREv'0A� DEG O°P ON iI wiz BASEMENT-BATHROOM AAN2018 2' 0"x1' 8" AWNING 1 3.32 HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS � r THAN 8 PERCENT OF THE FLOOR AREA. gF,,v�, ,tf�m Fk. > � : �•+ate IssumFo"zawnc Renev w3 BASEMENT-REC.ROOM AAN3018 3' 0"xl' 8" AWNING 1 4.98 e# Ta THE OPENABLE AREA TO THE OUTDOOR SHALL BE NOT LESS THAN 4 PERCENT f° z „ , oam.ma Issvm wmoeREY Ew wa IF-GUEST&STUDY ACW2060 2' 0"x6'-O"(TOTAL=4'-0"x6'-O") CASEMENT 2 (2) 2'-O"x6'-O" 24 OF THE FLOOR AREA BEING VENTILATED. ALL WINDOWS ARE CASEMENT; x WINDOWS WITH 100 PER OPENING EQUAL TO THEIR SIZES. i'•'" "„ ,u £µ^mey� " ws 1F-STUDY SIDE WINDOW ACW2060 2'-0"x6'-O" CASEMENT 1 (1)2'-O"x6'-O" 12 —- - R303.3 BATHROOMS ` n� m yI e 1 ` Q 1F-KITCHEN ACW2040 4'-0"x4' O" CASEMENT 1 (2)2'-0"x4'-O" 16 BATHROOMS SHALL BE PROVIDED NTH AGGREGATE GLAZING AREA OF NOT r sus f mat aiixrr 0 1F-STAIRWAY, ACW3060 3' 0"x6'-O" CASEMENT 5 TEMPERED GLASS 90 LESS THAN 3 SQUARE FEET. 0 1F&2—F BATHROOMS ACW2038 2' O"x3'-8" CASEMENT 4 29.28 R312.2 WINDOW FALL PROTECTION.. WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE NTH SECTION x rt 5 ws 2F—FRONT BEDROOMS ACW2050 (2)2'-0"x5'—O"(TOTAL= 4'-0"x5'-0") CASEMENT 2 (2)2'-0'x5'—O" 40 ' ` °'` R312.2.1 AND R312.2.2 y e i k R321.2,1 WINDOW SILLS 2F—FRONT BEDROOM SIDE WINDOW ACW2050 2'-0'x5'-0" CASEMENT 1 (1)2'-0°x5'-0" 10 Y i 7 F eat IF TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LESS THAN 24 wilt 2F—FRONT&SIDE HALLWAY, MBR ACW3050 3' O°x5'—O" CASEMENT 1 (1)3'-0°x5'-0" 15 INCHES ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES ABOVE THE FINISHED GRADE, THE OPERABLE WINDOW SHALL COMPLY NTH: ^ 3 © ATTIC ACRD30 3'-0'0 SPECIALTY 2 14.12 1. OPERABLE WINDOW OPENING WILL NOT ALLOW A 4-INCH-DIAMETER a ✓' r SPHERE TO PASS THROUGH WHERE THE OPENING ARE IN THEIR LARGEST s ors a z TOTAL WINDOW AREA= 270.7 SF WINDOW#7 Q OPENED POSITION. _iF i a s 2. OPERABLE WINDOWS ARE PROVIDED WITH FALL PREVENTION DEVICES THAT ALL WINDOWS IN THE STAIR LANDING AREA TO BE COMPLY WITH ASTM F2090. � CONSTRUCTED WITH TEMPERED GLASS. 3. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING DEVICES THAT COMPLY WITH SECTION R312.2.2 R312.2.2 WINDOW OPENING CONTROL DEVICES F ` s" WINDOW OPENING DEVICES SHALL COMPLY WITH ASTM F2090. THE ENDOW EXTERIOR DOOR SCHEDULE(BY ANDERSEN,A—SERIES) OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE CONTROLa DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE THE NET ° CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN THE AREA TAG# LOCATION MODEL# SIZE TYPE QUANTITY REMARK REQUIRED BY SECTION R310.2.1 Dt GARAGE TBD 10'-0"0-6" — 1 OVAL TOP >y M. r Sx - 'a - • All ideas,designs,arrangements and plans Indicated or represented by We drawing are Aimed by and ODz BASEMENT—SIDE ENTRY FWOD60611 6'-0"x7'-0" INSWING 1 FRENCHWOOD HINGED INSWING PATIO DOOR Y �3°Es s .� a the Property of Cherica Keg A Miteeq PC and wero �'+,a ''Y,.. eu •""-v"=•••••�"+.w"yc», .",. , ermleQ evolved,and d-Mop d fan it in use m, connection with the specified project.Nme of such D3 1st FLOOR ENTRY DOOR TBD 5'-4%8'-0" INSWING 1 (2) 32"SWING DOORS. (Min. egress width= 32") EMERGENCY ESCAPE AND RESCUE OPENINGS NOTES: Ideas,designs,artongemmts,er reproduction of plans shag be used by or dedosed to my person. D4 1F-REAR WALL FWGD 8'-0"x8,-0" GLIDING DOOR 3 VERIFY WITH ANDERSEN ram,or ccrponi for my purpose Oatsoevc R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED without the express written permission of Cherico King Ardiited,PC Witten dimensions an these DS 2F-MASTER BEDROOM &BATHROOM FWGD6084 6'-0"x7'-0" GLIDING DOOR 2 VERIFY WITH ANDERSEN BASEMENT, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT xc„1T°` 'L® t drawings shag have precedence over scaled LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. dimensions.cm radors shall ve ry and be vxc responsicle for all dimensions and conditions an the Abaxetb-NRIC p veebta[aI job,and this office..at be notified of any vmiotion ` INTERIOR DOOR SCHEDULE R310.2.2 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES >bra s,rara„ s a+�r+r a ,=rP aro ,a°M.r. ta,de..k veiw . "aa�aa„ fr��9%dimensions and conditions shorn by these EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE OPERATIONAL FROM THE ��'� "a° o ^� m,pm�'va m rR " ^� "� "_°� O BSMT—GARAGE, MECH ROOM HM 3'-0"x6'-8" FPSC 2 FIRE RATING: 45 MIN. INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL tv.a,a-nt.tmasrmer tvuvaamsn�ssrs� wrt.¢. ^van wauene,.asm Applicant of record has not been retained far KNOWLEDGE. WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING AS A supervision of rest—tion and special/Progress DT BSMT—STORAGE ROOM WD 2'-6"x6'-8" -- 1 FIRE RATING: N/A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY WITH "iICCGeL Ds BSMT-BATHROOM WD 2'-6"x6'-8" -- 1 FIRE RATING: N/A ASTM F2090. "a a " ""'""i'"`-0 9°""s° g v Amamrs m,.es� r!rrt.0.sa a rams sxswit i.r_Piomme cmNaa:cicJsrumcume ,mean this plan is approved specificationonly Ghfan work mdim at mthe ahem meoftobe sheet Al other mottos D9 ALL BEDROOM(1F=8'-0°, 2F=7'-O") WD 2'-8"x7'-0" -- 1 FIRE RATING: N/A R310.2.1 MINIMUM OPENING AREA sham are not to be relied upon,or to be EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR °tu"`""'4"` °" ' `"""' considered either being approved m in accordance Dt0 ALL CLOSETS iF=B'-O", 2F=7'-0° WD 2'-4"x7'-O" -- 1 FIRE RATING: N A wiu applicable codes ( ) / OPENING OF NOT LESS THAN 5.7 SQUARE FEET. wyrxmuRxa —ut.a THE NET CLEAR HEIGHT OF THE OPENING SHALL NOT BE LESS THAN 24 Dn MASTER BEDROOM WD 3'-0"x7'—O" -- 1 FIRE RATING: N/A Ir1 waunnwa wva am.m INCHES AND THE NET CLEAR WIDTH SHALL NOT BE LESS THAN 20 INCHES. �.�Ro. vaMama Dt2 MASTER BEDROOM CLOSET/BATH WD 2'-8"117'-0" -- 1 FIRE RATING: N/A maw uas R312.2.3 WINDOW SILL HEIGHTS u m. WHERE A WINDOW PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE ` ran arsna®ma.r a"Nmbesse L, d xV•m+rr,wee OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT LESS THAN 44 INCHES Ande 1"'109 ABOVE THE FLOOR; WHERE THE SILL IS BELOW GRADE, IT SHALL BE PROVIDED - „ wan a N ys on.da x I „crw i ' a wer+x..roe m.d NATURAL LIGHT&AIR VENTILATION WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3 4 .arvu::vsruaranvsn. LOCATION AREA(sf) WINDOW AREA(sf) PERCENTAGE HABITABLE EMERGENCY EGRESS DESIGNATION ux awaNr�,o Pe c°Rou"cE RATINGSs PRQ ELTADGRE55 sRMRATIoGand (7) SPACE a.d 0.24 1.36 0.17' s°""'�`°'�"""r-°""'ate"°' Constantine's Residence Nnt Ua .CAI 275 Miriam Road, ! A00afI0NALPERFORMI0ICERATINGS v f vex .pa;n M. y� a> a ma r, Mattituck, NY 11952 GARAGE 469 QQ 6+6=12 2.5 NO a p a a w a.oxmc 0.46 as^a«cwm war T r'4 BASEMENT-RECREATION ROOM 607 Q D2 6+42=48 7.9 NO YES(SIDE ENTRY DOOR) .- OWN— IF-GREAT ROOM 433 Da Da 64+64= 128 29.5 YES Da 8'-0"x8'-0"SLIDING DOOR dw„xx�.vampv as ;, �� DRAVANGTrnE I.MPrlmi wraatsam:i;ma:.�v— WDMA """ ' WINDOW&DOOR Imxyvmrtp..rt mmcwava�. IF-KITCHEN 271 ws Da 16+64= 80 29.5 NO -� _ SCHEDULES AND SPECIFICATIONS 1F-GUEST ROOM 162 wa 24 14.8 YES wa 24"WIDE CASEMENT OPENING A xq moan n xa xway IF-STUDY 142 wa ws 24+12= 36 25.3 YES wa 24"WIDE CASEMENT OPENING -- BE& SIGNATURE PR08CTNo. To-.,,..v,.,,;..,.,. arrta.rworo"uLa;,ea CK21-016 wig 2F—BEDROOM#1 167 20 17.9 YES 24"WIDE CASEMENT OPENING -•—• uR a,v DRAwear 2F-BEDROOM#2 154 wig ©0 20+10=30 19.4 YES Q 24"WIDE CASEMENT OPENING WNDOW SELECTION: C.K. 2F-MASTER BEDROOM 410 Q 0 Ds 18+18+42=78 19 YES Q 36'WIDE CASEMENT OPENING ANDERSEN WINDOWS A-SERIES . --- m err ,~ cNEcl�Der CASEMENT&AWNING WINDOWS WITH LOW-E - CX - SMARTSUN, WITHOUT GRILLES DATE: NOTE: 04.07.2021 ALL EMERGENCY EGRESS WINDOWS DESIGNATED ABOVE CONFORM WITH R310 EMERGENCY ESCAPE AND RESCUE OPENING DOB APPROVALe GATE IXtANANG NUMBER -' A-005.00 Sheet 7 of 21 v Cherico King Architect,P.C. GENERAL NOTES: Architectural Design&Planning 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, PLUMBING NOTES: OBTAIN ALL DIMENSIONS TO INSURE THE PROPER STRENGTH, FIT AND LOCATION OF THE 1. ALL PLUMBING WORKTO COMPLY VITH 2O20 PLUMBING CODE OF NYS AND LOCAL CODES AND TO BE 36-06 37th Street,2nd Floor STRUCTURAL WORK; REPORT TO THE ARCHITECT AND ENGINEER ANY AND ALL CONDITIONS Long Island City,New York,II101 INSTALLED BY LICENSED PLUMBER. WHICH MAY INTERFERE WITH WORK. OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND 2, INCLUDE ALL PIPING;DOMESTIC HOT AND COLD WATER,SANITARY AND SUPPLY AND HOOKUP OF ALL Tel:E-mail: erico@76 -`-'� COMPLETION OF THE NEW WORK. NOTIFY ARCHITECT OF ALL CHANGES. FIXTURES SCHEDULED ON DRAVNGS;AND INSULATION OF DESIGNATED PIPING RUNS SHALLALSO tL'thence@cktngarch.com 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND INCLUDE ALL GAS PIPING AND EQUIPMENT CONNECTION WHERE REQUIRED. REV Ho A DATE THE NEW YORK STATE BUILDING CODE LATEST EDITION. ALL REQUIREMENTS IN THE CODE SHALL 3. ALL ITEMS,SUCH AS FITTINGS,ETC.NOT MENTIONED BUT UNDERSTOOD TO BE NECESSARY TO BE ADHERED TO AS IF THEY WERE CALLED FOR, OR SHOWN ON THE DRAWINGS. THIS SHALL COMPLETE THE PLUMBING SHALL BE INCLUDED. , saacmr Igllm FqY FRetNwuTr AEvIeN NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE 4. SOIL,WASTE AND VENT PIPING TO BE OF MATERIAL APPROVED BY LOCAL CODES. a Waaoa IssimratzeraNa RF�sEw MODIFIED BECAUSE THERE ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE 5. PROVIDE CLEANOUTS FOR SOIL AND WASTE LINES AS SHOWN ON DRAWINGS,AND OF TYPE APPROVED a mm.amz IS41Ea FOR DOe REMEw THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. BY LOCAL CODES. 6. ALL WATER SUPPLY PIPING BELOW GROUND SHALL BE TYPE K COPPER TUBING.ALL WATER SUPPLY 3. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND PERFORM ALL THE WORK DESCRIBED IN PIPING ABOVE GROUND SHALL BE TYPE L COPPER TUBING. THE ACCOMPANYING SECTION OF THESE SPECIFICATIONS, AS HEREIN ENUMERATED AND SHOWN 7. PROVIDE FOR DRAINAGE WATER SYSTEM,AND CAP ALL STUDS UNTIL FINISH WORK IS INSTALLED. ON THE ACCOMPANYING DRAWINGS. INSTALL DRAIN VALVE AT WATER METER WITH%%253"HOSE THREAD AND VACUUM BREAKER. 4. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND 8. PROVIDE STOPS ON WATER SUPPLIES TO EACH FIXTURE AND WHEEL SHUT OFF VALVE. SPECIFICATIONS. 9. INSULATE ALL HOT AND COLD WATER PIPING. 5. DO NOT SCALE THE DRAWINGS. MECHANICAL NOTES: VENTILATION-§M403.1 VENTILATION SYSTEM.MECHANICAL VENTILATION SHALL BE PROVIDED BY A METHOD 6. COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF THE OTHER TRADES. OF SUPPLY AIR AND RETURN OR EXHAUST AIR.THE AMOUNT OF SUPPLY AIR SHALL BE APPROXIMATELY ALL SLOTS, SLEEVES AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING EQUAL TO THE AMOUNT OF RETURN AND EXHAUST AIR.THE SYSTEM SHALL NOT BE PROHIBITED FROM CONCRETE. PRODUCING NEGATIVE OR POSITIVE PRESSURE.THE SYSTEM TO CONVEY VENTILATION AIR SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH 2O20 MECHANICAL CODE OF NYS. 7. THE CONTRACTOR SHALL PROTECT THE WORK AND ALL ADJACENT PROPERTY FROM LOSS OR DAMAGE RESULTING FROM ITS OPERATIONS, AND IN THE EVENT OF SUCH LOSS OR DAMAGE, VENTILATION SUPPLY SYSTEMS SHALL BE DESIGNED TO DELIVER THE REQUIRED RATE OF SUPPLY AIR TO THE SHALL MAKE REPLACEMENTS OR REPAIRS AS REQUIRED WITHOUT ADDITIONAL COST TO THE OCCUPIED ZONE WITHIN AN OCCUPIED SPACE.THE OCCUPIED ZONE SHALL HAVE BOUNDARIES MEASURED AT OWNER. 3 INCHES(76 MM)AND 72 INCHES(1829 MM)ABOVE THE FLOOR AND 24 INCHES(610 MM)FROM THE ENCLOSING WALLS. B. ALL MATERIALS STORED WITHIN THE BUILDING SHALL BE NEATLY STACKED. MATERIAL SHALL NOT BE STORED OUTSIDE THE BUILDING. DO NOT STORE COMBUSTIBLE MATERIALS ON THE PREMISES FOR A PERIOD LONGER THAN NECESSARY FOR THE EXECUTION OF THE WORK. 9. PROVIDE AND MAINTAIN TEMPORARY ENCLOSURES, FENCES AND BARRICADES AS REQUIRED BY HVAC EQUIPMENT SCHEDULE MITSUBISHI GOVERNING LOCAL ORDINANCES. PROVIDE TEMPORARY DOOR AND WINDOW ENCLOSURES AS REQUIRED. OUTDOOR UNIT INDOOR UNIT COOLING HEATING CAPAQTY ELECTRICAL ENERGY CONSERVATION: FLOOR SPECIFICATIONS LOCATION UNIT# AIR ROW AIR FLOW -ALL WORK ON THIS PROJECT SHALL CONFORM TO THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEWYORK STATE(LATEST EDITION) BASEMENT EM MITSUBISHI HEAT PUMP, OPEN SPACE 17,700 BTU/H 2O.900 BTU/H 1-1/2 TON 208/230 V,1—PHASE UNIVERSAL OUTDOOR UNIT ❑ (MAXIMUM) (MAXIMUM) 6OHz -THIS PROJECT IS DESIGNED TO MEET THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION ACC-1 MODEL#: SUZ—KA18NA2 Ad ideas,designs,anm,gements and plans indicated CODE OF NEWYORK STATE. 18.000 BTU, CEILING CASSETTE a represented by this drawing are arced by and SEER: 20.7 MODEL# SLZ—KF18NA the property or Cheri.Kng Architect Pc and were -ALL EXPOSED HOT WATER PIPING AND/OR HEATING DUCTS TO BE INSULATED AS PER THE ENERGY �teal.edved,and deviled p fair use ant and n EER: 12.5 (24"x24")DUCTLESS HEAT connection with the specified project.None of such CONSERVATION CONSTRUCTION CODE OF NEWYORK STATE. ENERGY STAR: YES PUMP ideas,designs,arrangements,or reyroductior,of plans shall be used by or&dosed to any Person. -JOINTS,PENETRATIONS,AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES firm,or corporation far any purpose whatsoever OF AIR LEAKAGE SHALL BE SEALED. 1st&2nd MITSUBISHI MULTI—ZONE OPEN SPACE AIR ROW AIR ROW FLOORS INVERTER HEAT PUMP King A the e>.PC written permission o these King Artliiteet,PG Wriltm dbnmdons.lhae ACC-2 SYSTEM drawings shall how precedence aver scaled -RECESSED LIGHTS MUST BE 1)TYPE IC RATED OR INSTALLED INSIDE AN APPROPRIATE AIRTIGHT ASSEMBLY , d'unensi.s.Contractors shall wrify and be WITH A 1/2"CLEARANCE FROM COMBUSTIBLE MATERIALS. IF NON-IC RATED,THE FIXTURE MUST BE ACC-3 MODEL#: MXZ-4C36NAHZ2 M—SERIES rsponsmle for a0 dim.sions and conditions on the 36,000 BTU, job,and this office must be notified of any wrialion INSTALLED WITH A 3"CLEARANCE FROM INSULATION. SEER: 18.70 MASTER BEDROOM,KITCHEN COOUNG: 212-403 CFM HEATING: 212-417 CFM 3 TON/FLOOR 208/230 V.1—PHASE from dimensions and conditions shown by these -VAPOR RETARDERS SHALL BE PROVIDED IN THE WARM-IN-VINTER SIDE OF ALL NON-VENTED FRAMED EER: 13.20 &DINING AREA: 60Hz CEILINGS,WALLS,AND FLOORS. ENERGY STAR: YES MODEL#: MLZ—KP18NA Applicant of record has not been retained fair (16%48")18K BTU/H, supervision of canstruction and Special/Proprew -MATERIALS AND EQUIPMENT MUST BE INSTALLED IN ACCORDANCE VITH THE MANUFACTURER'S RECESSED CEILING CASSETTE inspection. INSTALLATION INSTRUCTIONS. MULTI—ZONE HEAT PUMP SYSTEMS This plan is approved oily fair.ark indicated.the -MATERIALS AND EQUIPMENT MUST BE IDENTIFIED SO THAT COMPLIANCE CAN BE DETERMINED, application spwflmt.sheet All other mattes BEDROOMS: COOUNG: 212-312 CFM HEATING: 212-325 CFM shown we not to be relied upon,or to be -MANUFACTURERS MANUALS FOR ALL INSTALLED HEATING AND COOLING EQUIPMENT AND SERVICE WATER MODEL#: MLZ—KP09NA with q li either c being approved er m accordance HEATING EQUIPMENT MUST BE PROVIDED. (16%48")9,000 BTU/H n°�I'�°°�°' ONE—WAY CEILING CASSETE, -INSULATION R-VALUES AND GLAZING U-FACTORS MUST BE CLEARLY MARKED AND VISIBLE ON ALL INSTALLED MULTI—ZONE HETA PUMP SYSTEMS ITEMS. -SUPPLY DUCTS IN UNCONDITIONED ATTICS OR OUTSIDE THE BUILDING MUST BE INSULATED TO R-8. -RETURN DUCTS IN UNCONDITIONED ATTICS OR OUTSIDE THE BUILDING MUST BE INSULATED TO R4. -SUPPLY DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED TO R-8. -RETURN DUCTS IN UNCONDITIONED SPACES(EXCEPT BASEMENTS)MUST BE INSULATED TO R-2. PROJECTADDRESS -INSULATION IS NOT REQUIRED ON RETURN DUCTS IN BASEMENTS. Constantine's Residence ALL JOINTS,SEAMS,AND CONNECTIONS MUST BE SECURELY FASTENED WITH WELDS,GASKETS,MASTICS, 275 Miriam Road, MASTIC-PLUS-EMBEDDED-FABRIC,OR TAPES.DUCT TAPE IS NOT PERMITTED.EXCEPTION:CONTINUOUSLY Mattituck, NY 11952 WELDED AND LOCKING-TYPE LONGITUDINAL JOINTS AND SEAMS ON DUCTS OPERATING AT LESS THAN 2 IN. W.G.(500 PA). DRAWNG TITLE -'DUCTS SHALL BE SUPPORTED EVERY 10 FEET OR IN ACCORDANCE VITH THE MANUFACTURER'S INSTRUCTIONS. GENERAL NOTES& HVAC SPECIFICATIONS -COOLING DUCTS WITH EXTERIOR INSULATION MUST BE COVERED WITH A VAPOR RETARDER. -AIR FILTERS ARE REQUIRED IN THE RETURN AIR SYSTEM. SEAL&SIGNATURE PRO.E CTNa. THE HVAC SYSTEM MUST PROVIDE A MEANS FOR BALANCING AIR AND WATER SYSTEMS. CK21-016 DRAWN BY -EACH DWELLING UNIT SHALL HAVE AT LEAST ONE THERMOSTAT CAPABLE OF AUTOMATICALLY ADJUSTING C.K. THE SET POINT OF THE LARGEST ZONE. CHECKED BY -SEPARATE ELECTRIC METERS ARE REQUIRED FOR EACH DWELLING UNIT. C.K. FIREPLACES MUST BE INSTALLED VITH TIGHT FITTING NON-COMBUSTIBLE FIREPLACE DOORS. DATE: 04.07.2021 -FIREPLACES MUST BE PROVIDED WITH A SOURCE OF COMBUSTION AIR,AS REQUIRED BY THE FIREPLACE i PROVISIONS OF THE BUILDING CODE OF THE STATE OF NEWYORK AS APPLICABLE. DOB APPROVAL a DATE DRAWNGNUMBER NG WATER HEATERS WITH VERTICAL PIPE RISERS MUST HAVE A HEAT TRAP ON BOTH THE INLET AND OUTLET ``-020•00 UNLESS THE WATER HEATER HAS AN INTEGRAL HEAT TRAP OR IS A PART OF A CIRCULATING SYSTEM Shast 8 of 21 ALL CIRCULATING HOT WATER PIPES TO BE INSULATED IN ACCORDANCE WITH CODE. 1 DesignArchite al - 1 Long Island City,New York,11101 392-0078 E-mail:cheri�@ckingarch.com at1111rInlltlt.. � - - - ��•,•,. • 6lnrlllll■IIalI9111., �© `- • ,,, , .. ./pm1111rlllmlinl■tnl. 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All Ideas.designs."t""gernents and plans Indicated or representled by �ckawing are owned by and created.evolved.and devdoped for use an.and 1, connection with the specified project.None of old, o © designs,plan.thall be used by a disclosed to my person, without the express written pernissiort of Cheric • • • „ fart.or corporation far my purpose whatsoever King 11 Achitel.PC.Wittert dinensiorat on - dinversions.Contractors that Zfy and be Applicant of record has not been retained far shown—11.. 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'•'•I\IIII I , • ��jt•ainnnuee-: .—.Iamiilimiunmmnlmmmmnrnmmimnimimm�immmnimnlnrlmm�i lrnliiiiinl.,. --------------- —..alnniliiummmn unnunn••-•-•••mnmm�mmmnnmunnnnnn�•••••-••,nnummmnnlr� :�I_pIl =+!■Irm I/I O nullrlllm nnrmmmmmmmnnumnmm� umnulrmmnin =vn• •! _nn0,i�mnnglalnnnummnrnnrmnnunnnnn umm�nlrtmm�n •-III — -------- ==----,rnlnmlmmmnmmnlnunrlum Inunnmm�mm-- -,uW11 immmmmmmnlmmmlr All Ill nmmm-- '.IIIu ® © --mnmmmnmm�nmulrnulrmlrnmm�mmmnm=_ 3IIII =immmmmmntn/ninnunrinn/ml lit =,u I N i 11 nmuumnl 1 111 1 mn Will Ill rn —1■•null mulrnl I I I iulmmmmm _ ••-m• Irnnylnnmmnnnr�Imm 11 11 tt Cherico King Architect,P.C. Architectural Design&Planning zRIDGE I 36-06 37th Street,2nd Floor PROVIDE COLLAR TIES Long Island City,New York,11101 9 A 32'O.C. w Tel E-mail:c erico@ck 392-0078 B � il:cherico@ckingarch.com ckingarch.com __ iI MIDPOINT OF GABLE) __ i DATE —no.PROVIDE 8' ICK CLOSED-CELL SPRAY FOAMINSULATION IN wsrum+ IS9.EDFORPRELNINNi'f RENEW CEILING(R-4J) 2 a.l-1 Isso3D10RZMVl11VAEW 3 asaav ISSU®FON WBRENEW ATTIC(UNFINISHED) I GYPSUM BOARD I COMPOSITE C,�DAR BY'NU-CE) BEACH HOUSE SHAKE SIDING OVER I r WATERPROOFlI[G MEMBRANE 12' I2 2nd FLOOR (F.FL.=74.92') 2nd FLOOR(F.FL=74.92') PROVIDE 12' ONTINUOUS SPRAY a 1NSULATION ALONG PERIMETER. I - - 5/6'GYPSUM BOARD 2x6O.C. ROOFED WITH1/2'MINIMUM PATIO I CLOSED-CELLI SPRAY FOAMS _ INSULATION((t-VALUE-20). OUTSIDE CO m WITH I2' 12 EXTERIOR GR E PLYWOOD 63.92' 1st FLOOR(F.FL.=63.92') 1st FLOOR(F.FL.=63.92') SHEATHING I STONE PATIO _ - I(- r- 1 v' - I -- 1 Window 1 (GRADE 5/6'GYPSUM BOARD ' '--� Sliding. 1 EL.60.22' I -- GARAGE 4'CONCRETE SLAB OVER _ POOL •-i I - DOOR VAPOR BARRIER&6'CRUSHED '1 EXTERIOR STEPS`-'-, L___? _ _ _TOP OF EAST FOUNDATION WALL___ m STONE BASE ON VIRGIN SOIL ON EAST WALL j rGARAGE SLAB ®EL.54.92' m EL54.65' PAVED DRIVEWAY BASEMENT GARAGE SLAB®EL.54.92' T GRADE STONE PAT L, r. j+ ,A PERFORATED DRAIN PIPE PROVIDE ex2e WIDE PERIMETER AD ideas,dadye,a rmilements end plans Indicated 3 CROSS SECTION RIGID INSULATION AROUND THE or mpraorted by this moving cm amed by and ENTIRE FOUNDATION the property of Cherico King Architect.PC and,rere BUILDING LONGITUDINAL SECTION - 1 AOD4 SCALE '/,6°=''- comcreatetion with and developed p(je assneof we COMed,a with the specified project None a aTh ideas,designs,arrangements,or reproduetion at A 004 SCALE: 3/16'=1'-0' plans shall be used by or dedosed to my person, fin,or corporation far my purpose shatsoever wl&J the erpress mitten permission of Chaim King Architect,PC.Ntitlm di eneone on these drnvrings shall have precedence am seeed dmensions.Contractors shall verify and be responsible far all dmensions and conditions on the job,end this office most be ratified of my variation hom the dmensions and conditions cwm by these dra�ings. tNYt Rda2.T21rntiiaf3Ra8e5d iEaeEtraGOh Gritdria ' rasa...,,'�.:�a s•:sceAes.zs aeee rer.e-�,�n.Yoe r,,.,,s�sv>o .sec ce_ .e...-seb;ocr cal.J n.: rzi Applicant of record has not been retained far c fr.:.erg: ra:ew.amzr ti:.;i x>&ma-cr...; T.S;E•?=>2.;:rte. supervision of constmetian and Specal/Progr® inspection. —.. -- , IRJY3TaA1iFAaZ.),2 . ALL ROOF JOISTS TO BE ttzsuwnoeiAwtsrm=_sznnraN gEcmnE:aENtsar,captaxawr This plan is approved only for oak in iwted on the 2riO 0 16'O.C. Woo. eanss sus' cRgwh,. application specification sheet.All other matters Houle ecaes cancw v.Rt:p. rnONa fRAa+s vase rcpoR .—anal R- sv:.cE sham ere not la be relied upon,a to be W(MIDPOINT OF GAB E L-FAaeAs c rEv zi>sa a 'ivriil. ri" A•, w4u -vAure wzu. nThsia�d sit�mher g approved or m accordance 3H '"'r v—. N, YPiUE'.YAW, RNASUE F PP PROVIDE B'THICK CLOSED—CELL - vaurz oEaTY valve SPRAY FOAMS INSULATION IN COUNG(R-49) '..az _ 'c:s'3 3_, a c;i _' 2 J ( N NI H D) za; s" ow ALL WINDOWS To BE'ANDERSEN o WINDOWS'A-SERIES.LOW-Ez�:, - N o SMARTSUN,SEE SHEET A-005 FOR ers a Nx". ,s�. zrar,, az:. -3s -•sT+s sa _ SPECIFlCATIONS ..;a '. U-FACTOR: 0.27 PROJECTADDRESS SHGC:0.16 2nd FLOOR(F.FL.=74.92) Constantine's Residence 2020 ENERGY CONSERVATION CODE OF NYS 275 Miriam Road, Roo Mattituck, NY 11952 ROOFED PAT( DRAWNG TIRE PORCH BUILDING SECTIONS 1st FLOOR(F.FL=63.92') EL6 92' - STONE PATIO -I TOP OF WEST FOUNDATION WALL I--, I 1 SEAL B SIGNATURE PROJECT No. n, IYndow I 'Nndok Window I I _r ". CK21-016 ----I -\ L -i ��_ EL62.93' EXTERIOR STEPS r ------ - - ---- -- DRAWN BY 9 ON WEST WALL _- TOP OF EXTERIOR POOL TOP OF WEST FOUNDATION W1L1� =-� 1 GRADE ON WEST WALL m m GARAGE SLAB @ EL54.92' F PROVIDE VAPOR BARRIER OVER 2' CHECKED BY E 5.65 RICID INSULATION OVER FOUNDATION C.K. .: - . ------------_.. -�.. .. ._. ..._.._. ... WALL(R VA UE=10) 4� DATE: PERFORATED DRAIN PIPE 04.07.2021 PROVIDE 24'WADE PERIMETER DOB APPROVAL a DATE DRAWING NUMBER - ��_� qB•_D• RIGID INSULATION(4-THICK) A-004.00 2 BUILDING LONGITUDINAL SECTION - 4'CONCRETE SLAB OVER A-004 SCALE: 3/16'=1'-D' VAPOR BARRIER&6'CRUSHED STONE BASE ON VIRGIN SOIL ARCHITECTURAL ABBREVIATIONS GENERAL NOTES THE TEST SHALL SHOW COMPLIANCEWITH THE CODE REOUmEMENTSFOR 3 CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN THE SERMCES OF A LICENSED ALL FIRE DIVISIONS AND SEPARATIONS. Cherico King Architect,P.C. 1. ITISTHEINTENTIONOFTHIS CONTRACTTO CONSTRUCT THE BUILDINGS, VENTILATION AND FUNCTIONING FOR ALL OPERATING DEVICES.SUCH QUALIFIED PROFESSIONAL ENGINEER FOR ALL CONTROLLED INSPECTION AND REPORTS FOR ALL PERIMETER PUFFING AT MASONRY WALLS. A AMPERES F.E. TIRE onoLnSHER ON OVER HEAD () TESTERSHALL FILE ALERTIRCATE INDICATING WHETHER TEST SHOWS THATTHE STRUCTURAL STEEL THIS PROFESSIONAL ENGINEER SHALL FILE ALL THE ALL LOAD BEAFING PARTITIONS EXISTING AND NEW. Architectural Design&Planning A.B. ANCHOR BOLT FA FIELD NAIUNG OPTIC, OPENING FINISHED AND READY FOR OCCUPANCY.IN ACCORDANCE WITH THE CONTRACT RATE OF AIR SUPPLY MEETS REQUIREMENTS OF THE CODE DOCUMENTS AND BE RESPONSIBLE FOR ALL AFFIDAVITS, DOCUMENTS AND ALL MIZEDREQUIREMENTS DRAWINGS OF THE AN ALTHOUGH ALL NECESSARY 6 OWNER SHALL FILE CERTIFICATE INDICATING THAT THE VENTILATION SYSTEM WILL INSPECTIONS,AND FINAL APPROVALS REQUIRED BY THE BUILDING CODE OF THE 36-0637th Stree 2nd Floor A.F.F. ABOVEFNISHEDSHED GRDE F0. FACE OF PmQ PREOPPCASTSITE CONTRACTOR NU-FEMJZEDINTIMSELFWITH THE SPECIFICATIONS.THE SPECIAL NOTES BE OPERATED AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF STATE OF NEW PORK COPIES OF ALL DOCUMENTS SHALL BE FORWARDED TO A/C MRABOVE MIONING AIDE F.S. FLOQLSNK P.G PROPERTCWL7iETE CCLUDEALWORK PECIAHIZEMMPLIEDF RTHEC MPLETETING REPAIR OFTHE Tel-(718ng 392-00NewYork,I1101 I UILDDEALL WORK SPECIFIED OR FOR THE COMPLETE REPAIR OFTHE THE CODE AU-STELWRRECORO. 1. THE OWNS.INCLUDING AGFIELD NODITIO S.CCNSMUC71ONYTAILS AND IN Tel: 718 392-0078 A C AR CONDITIONING F G FIBERGLASS P.L.a PROPERTY LINE 4. AIL STEEL WORK SHALL BE EXECUTED FROM APPROVED SHOP DRAWINGS. THE PLANS.INCLUDING FIELD CONORION,CONSTRUCTION DETAILS AND OR ( BUILOINGIS). 9. PROVIDE So.Fr.OF 1445Q.IN LOWER IN DOORS TO ALL ROOFS WITH cec ADC AC(HEGAIEBASECWRg FAR. FABRICATE P.LAY. PLASTIC LAMINATE THAN1850.FT.F WINDOW AREA 5. SHOP CONNECRON6AND FIELD CONNECTIONSHALL BE WELDED OFBOLTm. SPEGFlCARONSPRIOR TO THE COMMENCEMENT OF ANY WORK E-mail:Lherico@ckingarch.Lom 2. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMENSIONS AND 2. THE BUILDING SHALL BE SUFFICIENTLY BRACED AT ALL TIMES DURING THE COURSE ABS ACRttONITRIIE-BUTADIENE-STYRENE FRCP FIRE ALARM WNIR0.PANEL P.GG POINT OF CONNECTION REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO START OF WORK I0. PROVIDE METAL VENTILATORS.GRAVITY TYPE FOR COCKLOFiflOOF AREAS BEHIND CONNECTION MATERIAL SHALL CONFORM TO AS.T.M.DESIGNATIONS.LATEST ARV. ABOVE FOG FIRE DEPARTMENT CONNECTION PERF. PERFORATED 3. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE NEW YORK STATE EXTERIOR FACE BRICK WALLS.FREE AREA OF VENTILATORS SHALL BE A MINIMUM EDITION.ALL WELDING TO BE DONE BY LICENSED WELDERS AND SHALL BE OF CONSTRUCTION TO SATISFY RAIN,SNOW OR WIND LOADS. REV,NO IEV.DATE DESOoPnON Ace ASBESTOS-CEMENT BOARD FEN. FOUNDATION PERP.a 1 PERPENDICULAR BUILDING CODE AND ALL RULES AND REGULATION OF THE COUNTY AND STATE OF I/MO OF ROOF AREA. INSPECTED BY AN APPROVED WELDING AGENCY WHICH SHALL ISSUE AN AFFIDAVIT 3. CONTRACTOR TO PERFORM TEST PITS TO VERIFY WE DEPTH OF FOOTINGS OF THE THATAI WELDING HAS BEEN INPECTED AND FOUND TO BE IN CONFORMNY WITH ADJACENT BUILDINGS.CONTRACTOR TO SUBMIT THE DEPTH(ELEVATION OFTHE 1 d3fiAxf IS9JJEO WpPREIIMNAP-VpEMEW ACLU. ACOUSTIC FHC FIRE HOSE CABINET PH e/ PHASE l4. RHEENRRE8Mk9Pl0(SBS+AEt00M UETIPHE DETAILS. FOOTINGS TO THE ARCHITECT. ILT ACOUSTICAL CEILING TILE FlN. FINISH PL PLASTER CONSTRUCTION NOTES (CONCRETE) 6. THE EXISTING STEEL BEAMS AND COLUMN SHOWN ON THESE DRAWINGS HAVE 4. CONTRACTOR TO MONITOR ALL EXCAVATION USING MECHANICAL EQUIPMENT.NO t OF.1aAR1 159Jf33FOp20FanL0 PEWEW ADD. ADDITION an ADDENDUM R. FLOQt PL a It PLATE AEStHI 1, ALL CONCRETE WORK SHALL CONFORM TO A.C.I.318-89'BUILDING CODE BEEN OBSERVED IN THE FIELD OR HAVE BEEN ASSUMED.VARIATIONS MAY EXIST USE OF MECHANICAL EQUIPMENT WRMN3'-0'OF ADJACENT FOUNDATION. AC ABOVE GRADE FIG. FLOORING PLAS. PLASTIC S. Cow CTOP/OWNER SHALL OBTAIN BUILDING PERMIT.NO WORK SHALL REQUIREMENTS FOR REINFORCED CONCRETE'AND THE BUILDING CODE OF THE BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITION.ANY DEVIATIONS 5. WITHIN 3'-0.OF ADJACENT FOUNDATION TO BE EXCAVATED BY HAND AND REPAIR 3 ofiol']m3 ISA1®FMDO3�EW AHU AIR HANDLER UNIT FLUOR, FLUORESCENT PLUMB. PLUMBING PROCEED UNLESS BUILDING PERMIT IS DISPLAYED AT FROM OF SUILOING(S). STATE OF NEW YORK LATEST EDITI ON.IN CASE OF CONFUCT,THE BUILDING CODE FROM THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ADJACENT FOUNDATION AS REQUIRED TO INSURE STRUCTURAL STABILITY OF ALarAWM. ALUMINUM FP FIRE PROOF PLYWD, PLYWOOD fi CONTRACTOR SHALL OBTAIN A SEPARATE PERMIT FROM THE DEPARTMENT OF SHALL GOVERN. ARCHITECT. ADJACENT BUILDING. HIGHWAYS FOR ALL WORK BEYOND THE BUILDING UNE 2. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN THE SERVICES OF A LICENSED 7. ALL STRUCTURAL STEEL COLUMN AND BEAMS ARE-EXITING TO REMAIM UNLESS b. THE OWNFJWCONTRACTOR SHALL RETAIN A SITE ENGINEER TO PROVIDE ONSITE ALL ALTERNATE FTG FOOTING PIRG PORCELAIN 7. CONTRACTOR SHALL OBTAIN ASEPARATE PERMIT FROM THE DEPARTMENT OF AIR PROFESSIONAL ENGINEER FOR ALL CONTROLLED CONCRETE WORK THIS INDICATED NEW. CONTROLLED INSPECTIONS DURING ALL TIMES OF CONSTRUCTION OPERATIONS ANT. ANNEALED NAT FORM, FURNISH NG PREFAB. PREFABRICATED RESOURCES SHALL OBTAIN ALER PROFESSIONAL ENGINEER SHALL FILE ALL WE OLLED DOCUMENTS THIS RESPONSIBLEe. ALL IXISTINGSTRUCTURAL STEEL SHALL BE CLEANED,REINFORCED,REPLACED, FOR THE FOLLOWING: ASPH. ASPHALT GJ. GALVANIZED NON PEP POUNDS PER SQUARE FOOT S. CONTRACTOR SHALL OBTAIN NEW CERTIFICATE OF OCCUPANCY.HE SHALL OBTAI N FOR ALL CONTROLLED INSPECTIONS AND FINAL APPROVALS AS REQUIRED BY THE AND PAINTED AS FOLLOWS: M. ENSURING ENGINEER ICI ON SITE AVG AVERAGE GA GAUGE PSI POUNDS PER SQUARE INCH ALL PERMITS AND FINAL APPROVALS OF ALL DEPARTMENTS HAVING JURISDICTION. BUILDING CODE OF THE STATE OF NEW YORK COPIES OF ALL DOCUMENTS SHALL e.t. ALL RUSTED STRUCTURE SHALL BE PROPERLY SHORED.AS REQUIRED. fit EXCAVATION DEPTH AVG AVERAGE LURE GAUD GALV GALVANIZED PIN. POUNDS( 9. CONTRACTOR AND LL FINAARRY APPROVALS ALL DEP NATION HAVINGCEAND BELDINGC FORWARDED DE TO THE SATE OF NEW S2. AUSTSHALL BE CLEANEDSTRUCTURE GOWN E THE BASE MHORED.AS MECHANICAL &Z PUMPING OPERATIONS z- ANGLE GAR GARAGE PVC POLYWNYLQOPoDE DISABILITY BENEFITS. 3 ALL FOOTINGS,FOUNDATION WALLS,RETAINING WALLS,FRAMED SLABS AND TOOLS,WIRE BRUSHES.SAND BLASTING OR MANUALLY. 6-4. FILE DRIVING OPERATIONS B.M. BENCH NARK Cd-Q MOUND FAULT CIRCUIT INTERRUPTER PNR POWER 10. CONTOTHER THER CTORSCHARGES. PAY FOR ALL PERMITS,LICENSES,INPECTION FEES AND ALL BEAMS COMPRESSIVE BE CONTROLLED CONCRETE 28 DING A MINIMUM LCONCETE MATEEXPO REINFORCEMENT 0EQUIRL ISSTTUL IN.PROCED WITH UNDAMAGED,NO FURTHER LOATHER OR STRENGTH BE P.S.I.TRAN D.ALL OTHER ER CONCRETE EXPOSED TO fi5. ANGLENG REPOSE A3RACING B.N. BOUNDARY NAILING GET GROUND FAULT NIERRUPIER O.T. QUARRY TILE OTHERCHARDESRBNFDflcEMEMISREQUIRED.PR�CEEDwInN'EBELow. WEATHER OR GRADE SHALL BE AIR ENTRAINED.ALL OTHER CONCfRETE SHALL fib. ANGLE OF REPOSE 11. WHEREEXISTING WORK STO,BE CUT SHORING.SPACING. WEDGING CONTRACTOR B4. IF ENGUNINALBASEMETALISDAM14IGED,CONTRlLGTOR SHALL REPORT THIS TO B.O. BOTTOM 6 (3 GLASS OTY. WANDTY HAVE ANJNIMlIM ULTIMATE COMPRESSIVE STRENGTH IN 28 DAYS UNLESS fi]. FORMS BRACING B.O.F. BOTTOM OF FOOTING as GLUE LAMINATED BEAM R RADIUS ANDSHA SHL.ALL BE RESPONSIBLE NEEDLING,SHORING BRACWG THE STRUCTURE UREAND DRY-PACKINGRI ENGINEER ANO AWMINTRUCTION FROM SAME AND OPERATION. RESPONSIBLE FOR THE SAFETY OF TIHESTpUCTURE DURING THIS OTHERWISEON GRADE SPECIFIED AS FOLLOWS: fiS UNDERPINNING B.U. BUILT UP GM GRADE MAIN R.D.L. ROOF GRAN LEAVER OPERATION BLABS ON GRADE - AIR ENTRAINED STONE 3500 P.SI. S5. UPON COMPLETION OF RUST CLEANING,CONTINUE WITH PAINTING ALL - BC BACK OF CURB CM GATE VALVE R.D.O. RODE DRAM OVERFLOW 12 THE CONTRACTOR SHALL BE REQUIRED TO PATCH,REPAIR,AND REPLACE SIDEWALKS AIR ENTRAINED STONE 3500 P.S.I. EXISTING STEEL AS PER SPECIFICATION. fi9. GROUNDWATER ACEANY CONCRETE FILL - LIGHT WEIGHT 35DD P.S1 Bfi. ALL REINFORCEMENT AND OR REPLACEMENT OF RUSTED STEEL SHALL BE alo. WORK AS PER PLAN BD. BOARD GRC GALVANIZED PoQD TUBING P.O. ROUGH OPENING AREAS THAT ARE ALTERED OR DAMAGED DURING PROCESS OF ALTERATION SILLS S COPING - LOW ABSORPTION 5000 P.S.I. EXECUTED FROM APPROVED SHOP DRAWINGS. fill. OTHER ENGINEERING WORKS TO BE DONE BLDG BUILDING GYP. GYPSUM R.O.W.eR FIGHT OF WAY I3 THECONTRACTORIS CAUTIONED TO MALE CONTINUOUS OBSERVATIONS OFTHE EQUIPMENT PADS - STONE MOD P.S.I. 9, AREPROOFING SHALL BE APPLIED TO ALL FIRST TIER STRUCTURAL STEEL BLK BLOCK GYP.BD. GYPSUM BOARD REP REFRIGERATOR EXISTING STRUCTURE DURING THE PERFORMANCE OF HIS WORK.SHOULD HE q. CONCRZE SHALL NOT BEPLALECJINTEMPERANRE LESS THAN40 DEGREES F.OR INCLUDING METAL OECKS),ALL STRUCTURAL STEEL PARTOFAFlPERATED BUILDING DEPARTMENT NOTES BLRG BLOCKING HD. HOSE BIBB REF. REFERENCE BECOME AWARE OF ANY SITUATIONS THAT REQUIRE FURTHER INVESTGATON OR WHEN TEMPERATURE S ANTICIPATED TO BE BELOW 40 DEGREES F.WITHIN 43 ASSEMBLY,AND ALL OTHER STEEL AS REQUIRED BY CODE.SEAMS AND DECKS TO STUDY,HE SHALL NOTIFY THE ARCHITECT IMMEDIATELY. HOURS AFTER POURNG RECEIVE 112 THICK SPRAYED RREPROORNG UNLESS NOTED OTHERWISE 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS BEFORE BY, BEAN N.C. HOLLOW CORE HEINE REINFORCED t4. THE STRUCTURAL DESIGN IS BASED UPON EXISTING DRAWINGS IF AVAILABLE), S. THE COMPACTOR SHALL COORDINATE WITH ALL TRADES AS REQUIRED FOR COLUMN TO RECEIVE 111Z CEMENT PLASTER OVER GALVANIZED METAL LATH ANY CONSTRUCTION WORK IS STARTED. BR BRASS H.N. HOLLOW METAL REQ'D. REQUIRED FIELD OBSERVATIONS AND/OR ASSUMPTIONS REGARDING WE LUSTING INSTALLATION OF BUILT-IN WORK SLEEVES,OPENINGS,INSERTS.ETC.AS UNLESS OTHERWISE NOTED. 2 AT LEAST 24 HOURS WRITTEN NOTICE SHALL BE GIVEN TO THE COMMISSIONER BRG. BEARING H C HANDICAPPED RET. RETURN CONDITION AT THE SITE VARIATION BETWEEN THE FIELD CONDITION AND REQUIRED.LOCATION OF SLEEVES AND OPENINGS NOT SHOWN ON PLANS SHALL PROR TO COMMENCEMENT OF ANY WORK BRZ BRONZE HOED. HARDBOARD REV. PENSION THESE DRAWINGS MAY EXIST.WHERE SUCH VARIATIONS ARE ENCOUNTERED THEY BE SUBJECT TO THE APPROVAL OF STRUCTURAL ENGINEER. CONSTRUCTION NOTES (SIDEWALKS,IF APPLICABLE) 3. LINTELSSUPPORTING MASONRYWALLS OVER 4'-T SHALL BE FIRE PROTECTED WITH SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. PLACED BY THE _ _ MATERIALS HAVING THE REQUIRED FIRE RESISTIVE RATING OF THE WALL GAP. CONCRETE ASBESTOS PIPE HOW HARDWARE RN ROOM 6. ALL REINFORCING MATERIAL SHALL BE NEW BILLET STEEL CONFORMING TO GD. CONSTRUCTION DOCUMENTS HOT. HEIGHT RNV REMOVE 15. THE CONTRACTOR MUST PROTECT ALL BUILDING AND STRUCTURAL ELEMENTS AS.TJA b15 GRADE SO.SLAB ON GRADE REINFORCEMENT SHALL BE 6N 6'-10/10 1� CONSIALL ST OFF ASINGLE COURSED OF 4'NHTHICKNESS BE CONCRETE UPON A ALLSH SUSPENDED CEILINGS SHALL HAVE HANGERS ANOSWPoRIWG GRIDS OF INCLUDING ALL CONCRETE OR MASONRY FIREPROOF ARCHES AGAINST DAMAGE GAUGE WELDED WIRE MESH. NONCOMBUSTIBLE FINISHES MATERIALS. C.I.P. CASTIN PLACE HOR. HORIZONTAL S.C. SOLID CORE RESULTING FROM FALLING OBJECTS AND STORAGE OF CONSTRUCTION FOUNDATION 6'IN TMCKNESS;INDRNEWAYS THE CONCRETE SHALL BETIN 5. INTERIOR FINISHES TO COMPLY WITH SEC.R302FlRE-RESISTANT CONSTRUCTION. C.J. CONTROL JOINT HTN HEATER an. SMOKE DETECTOR MATERIALS AND OTHER HEAVY LOADS DURING ENTIRE COURSE OF DEMOLITION ]. MINIMUM CONCRETE LOVER FOR NONPRESTRESSED C/SST-IKPWCECONCRETE THICKNESS. AND CONSTRUCTION SHALL BE BASED ON A-QL31-.PART S.CHAPTER 7.7.1.EXCEPT AS NOTED 11 THE FOUNDATION SHALL CONSIST OF CLEAN.HARD COAL STEAM BOILER fi. ALL PARTITIONS ENCLOSING TENANT SPACES AND EXIT CORRIDORS SHALL BE Co. CLEAN OUT HVACHEATING VENTILATING$ S.O.V. SHUT OFF VALVE OTHERWISE MINIMUM COVER SHALL BE AS FOLLOWS: OR CONSTRUCTED OF 5/6'SHEEf ROCK FIRE CODE'O TWO LAYERS ON EACH SIDE OF C.T. CERAMIC TILE $AR CONDITIONING' S SKYLIGHT MICHCIMERS ALLOR I BE THOROUGHLY GHLYTAMPEBROKEN DA BROKEN CONCRETE OR GRAVEL 8. MAI3 NRNBWCONCRETE OARING ILLS.DEPTH DTNCISTURBED SOOTINGS T NEW WHICH SHALL EE THOROUGHLY TAMPED MIO COMPACTED. 35RTITION SHALL PCARREDTHRU O UND TENANTS ANDFBIJVE CHAUL CAB CAMBER HW HYDRAUUOT R S SELFCSSIG MECHANICAL M7MIN. ELOWAND GRADEO TOUNDISTURBED NGSTURBSOIL ALL NEW FOOTINGS TORE 12. THE CONCRETE SLAB SHALL BE MADE UP OF ONE PART CEMENT.WHICH PARTITIONPCOMBUCARWEDES AND CONOERSI PASS ROOF ABOVE CAN. CAMBER MYD. MIDRAWC SC SELF GL09NG 1. NEW SYSTEM HEATING AND HOT WATER SUPPLY.DISTRIBUTION.BOILER AND ALL 4'-V TIN.BELOW GRADE OR TO UNDISTURBEDSOIL WHICHEVER IS GREATER SHALL BE TYPE TWO(2)AIR ENTRAINING,TWO PARTS SAND AND THREE AND 7' WHERE NOKCOMBIATIBLE PIPES AND COFIDUR6 PASS THROUGH RATED CCTV CLOSED CIRCUIT TELEVISION I.C. INTERCOM OUTLET SCHED. SCHEDULE SAFETYOEVICES SHALLCOMPLYWTTH MM MECHANICAL CODEOFNYS.ALL GAS,9. PROVIDE NEW4-REINFORCED CONCRETESLABW7TH6 MILVAPOR HARRIER OVER ONE-QUARTER PARTS OF 3/4'BROKEN STONE CONSTRUCTION,THE AREA OF SUCH OPENING MAY NOT EXCEED 255O.IN.INANY OEM. CEMENT I.O. N9nE DIAMETER SECT. SECTION ELECTRIC.WATER.SOIL AND DRAINAGE LINES TO BE CONNECTED TO LOCAL CLEAN WELL COMPACTED SOILIN ALL AREAS OF CELIAq,BASEMENT OR FIRST 1.3 EXPANSION JOINTS SHALL REPLACED APPROXIMATELY 20'APART IN LIKE too SO FT OF WALL OR FLOOR AREA THE SPACE BETWEEN THE PIPE ITS FLOOR UNLESS NOTED OTHERMSE ON DRAWINGS SLEEVE OR OPENING MAY NOT EXCEED 1?AN WILL BE PACKED WITH UTILITIES WHERE AVAILABLE. WITH JOINTS IN CURB AND AT THE PROPERTY OR LOT LINE AND SHALL BE I/4' CFR C I.F. INSIDE FACE SS SEANCE ENTRANCE SECTION2 THE INSTALLATION OF ALL PLUMBING ELECTRICAL,AND HVAC.WORK SHALL 10. PROVIDE NEW 4'REINFORCED CONCRETE SLAB ON 6'GRAVEL BASE IN ALL COURT, IN WIDTH AND SHALL BE FILLED WITH PREFORMED JOINT PULER TO WITHIN I' NOKCOMBUSTIBLE MATERIALSIICHAS MINERAL WOOL,RTa2 CFM CUBIC FEET EET PER NNUIE ID IDENTIFICATION SI SHEET COMPLY WITH ALL LOCAL AND STATE REGULATION. YARD AND FIRE PASSAGES UNLESS NOTED OTHERWISE ON DRAWINGS PROVIDE OF THE SIDEWALK SURFACE THE TOP I'SHALL BE SEALED WITH POURED S CONCEALED SPACES WITHIN PARTITIONS,WALLS,FLOORS.ROOFS.STAIRS, CI or E CHANNEL ICI ISOLATED(ROUND SITYG SHEARING 3. CONTRACTION OF BUILDING EXTERIOR ENVELOPE AND INSTALLATION OF MINIMUM I NPER FT.SLOPE TO DRAIN JOINT FILLER.THE EXPANSION JOINT,WITH FILLER,SHALL EXTEND FURFING,PIPE SPACES.Era.THAT WOULD PERMIT PASSAGE OF FAME SMOKE AU ideas,drsiyl;amelgements and plans indicated CKT.BIN. CRQUIT BREAKER WC INTERMEDIATE METMUC CONDUIT 911. SIMILAR 11. PROVDE NEW 4-REINFORCED CONCRETE SIDEWALKS ON 6-GRAVEL BASE FOR CONTINUOUSLY FROM THE BACK F THE CURB TO THE BUILDING LINE AND A FUMES.OR HOT GASES FROM ONE FLOOR TOANOTHER OR FROM ONE represented HV.TEM ANDICEWATERHEATINGPLY NTHTHE NEW YORKSAND ILLUMINATION CONCEALED AREA TO ANOTHER SHALL BE FlRESTOPPED TO FORM AN EFFECTIVE aopertyobythis dKingg e!antedby and OL a CENIFRIJNE IYPG IMPREGNATED 9'A SPACE SYSTEMS AND EOUIPMEM TO COMPLY WITH THE Nc^N WORK STATE ENERGY EMIRS SITE AND ELSEWHERE AS NOTED ON DRAWINGS.PROVIDE NEW METAL JOINT MUST ALSO SEPARATE THE SIDEWALK FROM THE CURB.SIDEWALK the property of Clerica King Architect.PG and Wae DRAFT BARRIER OR SHALL BE FILLED WITH NONCOMBUSTBLE MATERIAL OL CEILING G NG IN 'INCLUDE INCLUSIVE* SPECS SPECIFICATIONS CONSERVATION CONSTRUCTION CODE MIS IECC. FACED CURBS FOR ENTIRE SITE NEW SIDEWALKS AND CURBS TO BE AS PER THE SEALANT TO BE TREMCO-OYMEFIC NIGH PERFORMANCE IXPDXISISED created,evdxd,and deMaped far use an,and in BUILDING CODE OFTHESTATEOF NEWYORK POLYURETHAN"c SEALANTWHICH MEETS U.S.FEDERALSPEC.TT43A0227 E 9. PLUMBING VENTS SHALL EXTENDABOVE ROOFAS PERM20 PLUMBING CODE OF Conreatim with the Red r0' t.None of such CU(G CAIIWNG INSUL INSULATION 9sKR. SPEAKER 4. ALL BATHROOMSMECHANICAL RBATHSTO BEVEMED AS PER ie P re SECHENTTES ME BE IN EXHAUST VENTSFOR ENCLOSURES AS 12. OPENINGS INEXSTINR IS TO SLABS TO EXISTIND WITH G TYPE IL NVS. plans,designs,used by or di loed to myV. of CLG CLOSET INT. INTERIOR SQ.FT. SWORE FEET KITCHENETTES TO BE IN IWO(2)HOIJR FIRERATED ENCLOSURES AS PER MIBD3. CONCRETE TILL CONTRACTORIS TO PREPARE EXISTING SURFACES TO ENSURE 1.4. THE CONCRETE SHALL BE POURED INTO RIGID AND SUBSTANTIAL FORMS 10. ALL ELECTRICAL OUTLETS TO MET ALL REQUIREMENTS OF THE NMS ELECTRICAL plans shill be used by W disclosed l0 any peson, CLR CLEAR J-BOX JUNCTION BOX SO.IN. SQUARE INCHES AND RREDAMPED BEYOND EACH REGISTER.PROVIDE MINIMUM FIVE(5)AIR PROPER CONTRACTOR SHALLPROPERLYSHOREAND MAKESAFEALL FLOORS FOR AND FINISHED TO TRUE PLANES BY TROWELLING AND FLOATING.FORMS AND CODE Rem,a cepaatica for any purpose Malsoew CYU CONCRETE MASONRY UNIT JCT UNCTION STC SOUND TRANSMISSION GLASS CHANGES PER HOUR AT BATHROOMS AND SIX(6)AIR CHANGES PER HOUR AT THE EXECUTION OF THIS WORK DMDING PLATES SHALL BE AT A DEPTH NOT LESS THAN THAT OF THE 11. THE CONTRACTOR MUST OBTAIN A CERTIFICATE OF OCCUPANCY UPON without the express wittel pemisslm of Chem C1TRD. CENTERED JST. JOIST STD. STANDARD KITCHENETTES. CONCRETE SIDEWALK,BE PROPERLY LOCATED WITH TOPS SET TO THE COMPLETION OF MILLWORK ON THIS PLAN TO COMPLY WITH THE LOCAL BUILDING King kdhiteet,PC.Written dhen.ions an these COL. COLUMN JT. ,JOINT S1L STEEL CONSTRUCTION NOTES (MASONR DESIGNATED SIDEWALK SURFACE AND BE LEFT IN PLACE UJNTILTHE CODE AND 2020 RESIDEN71AL CODE OF NYS drorrngs shcl hme precedence ow staled �1 Y) CONCRETE HAS HARDENED.WON REMOVAL OF THE FORMS,THE EDGES OF I2 CONTROLLED INSPECTION ITEMS:THE FOLLOWING ITEMS OFWORK SHALL BE dimensions.Cantraetors shall verify and be j. CLUB. I COMBINATION K-D KNOCK DOWN SUSP. SUSPENDED SMOKE DETECTOR NOTES 1. ALL NEW FACE BRICKTO MATCH EXISTING BRICK IN BOTH COLOR AND TEXTURE THE PANELS OR SLABS SHALL BE NEATLY FINISHED BYAPPROVED EDGING SUBJECT TO CONTROLLED INSPECTION MADE WITNESSED BY OR UNDER DIRECT respangLle far all d'rnensions and Conditions an the CONC. CONCRETE KID KILN DRIED SW SWITCH t. ALL APARTMENTS SHALL BE PROVIDED WITH SMOKE DETECTORS AS PER R314 ALL NEW BONDING PATTERN AND BRICK COLOR DISTRIBUTION OF EXTERIOR FACE TOOL SUPERVISION OF AN ARCHITECT OR ENGINEER RETAINED BY THE OWNER WHO lm•and this office must be notified of any wmation COAST. CONSTRUCTION KO KNOCK OUT Sri SYMMETRICAL SMOKE ALARMS AND HEAT DETECTION BRICKWALLSTOMATC EYJSNNGFACEBPoCKSAMPLESSHALLBESUBWrrEDTO 1.5. PANELS SHALL BE UNIFORMLY 5k9 WHERE FEASIBLE THE FOLLOWING SHALL BE ACCEPTABLE TO THE ARCHITECT. han the dmension,and Conditions sham by these - CONT. CONTINUOUS LED. LINT EMITTING DIODE SYS SYSTEM 2 ALL DWELLING UNTI SHALL BE PROVIDED WITH AUDIBLE AND VISIBLE TYPE SMOKE H.P.D.ARCHITECT FOR APPROVAL MORTAR FOR ALL NEW FACE BRICK WALLS TO METHODS OF MARKING OR PANELING SHALL BE EMPLOYED UNLESS WRITTEN 12.1. TEST REMAT AND CERTIFICATE OF INSPECTION SHALL BE FILED WITH THE OlaMgi CONTR. CONTRACTOR LET. LINEAR FELT T$G TONGUE AND GROOVE DETECTORS.REFER TO SECTION R314.AND NOTES. MATCH EXISTING INSTRUCTIONS TO WE CONTRARY ARE RECEIVED:THE FRONTAGE OF EACH BUILDING DEPARTMENT. 3. ALL SMOKE DETECTORS TO BE IONIZATION TYPE AS PER NEW YORK STATE 2 ALL MASONRYTO BE PROPERLY BONDED AND BRACED. BUILDING SHALL BE DIVIDED BY FIVE IF R IS DIVISIBLE.ALL PANELS SHALL BE I, ALL MATERIALS ASSEMBLIES AND METHOD OF CONSTRUCTION REGULATED Meant of record has not been retained far QI COPPER LAY LAMINATE T.B. TITRWGH BQT 5'WADE IF NOT,THE PANEIS SHALL BE PLUS OR MINUS IN AN AMOUNTWHICH BUILDING CODE 3 BOWELSNO NEWMASONRYSE VEREXISTICALLY BY GROUTBy ED HING BY THE LODE AND NOT LISTED ABOVE SHALL BESUBJECTTO SEMI supervisim of CmsWctian and Spetial/Progress d PENNY LAST. LATERAL OR T.Y.a TELEPHONE MOUNTING BOARD WILL MAKE THEM AS NEAR TOSAS POSSIBLE LROSSPANEL MARKING SHALL 4. ALL SMOKE DETECTORS MUST BEINTnNrmIN EACH SLEEPING ROOMS.ALSO SEE DOWELS EVERY bTIi COURSE VERTIVil.LY AND BY GROUTED DOWELS EVERY tb' NORMALLY BE AT 90 DEGREES TO THE BUILDING LINE MID CURB THE PANEL CONTROLLED INSPECTION BY THE PERSON SUPERINTENDING THE nspeetian. SHALL- D.F. DEWING ED GRUVNTAIN LAV LAVATORY T.O. TOP Of LOCATION RS14.3 O.C.HORIZONTALLY UNLESS OTHERWISE NOTED ON DRAWINGS MARKINGSALONGTHE SIDEWALKBETW£ENTHECURBANDBNLGNG LINE CONSTRUCTION. D.G DECOMPOSED IHAMTE I.D. LEAD T.O.B. TOP ff BEAM S. ALLSMOKEDETECTORSSHALLBEHARDW'IREDANDNAYMWALLORCEIUNG 4• PROVIDE STANDARD GALVANIZED STEEL TRUSS MASONRY REINFORCING EVERY SHAIl NORMALLY BE PARALLELWIIH THE BUILDING LINE ANDCURBAID BE 12'3 SIGNED COPIES OF ALL TESTS AND INSPECTION REPORTS SHALL BE FILED D.S. DOWN SPOUT LINE. LINEAR T.O.C. TOP CK CURB MOUNTED.ALL DETECTORS SHOULD BE INTERCONNECTED. 2ND COURSE' UNIFORMLY S APART COMMENCING AT THE BUILDING LINE WITH THE ODD THROUGH THE ARCHITECT WITH THE DEPT. This plan is Mp,OKd only far Bak indicated an the D DISHWASHER UNE. LINOLEUM T.O.F. TOP OF FOOTING S. ALL MULTIPLE WYRHE MASONRY WALLS SHALL BE BONDED BY ONE OF THE PANEL WIDTH,IFANY,NEAREST THE CURB WHERE THIS MARKING OF PANELS 13. DUCTFIRERETARDING-DUCTS TO REFINE RETARDEDAS PER PLATS ANDTO BE apprcati.specification sheet AR other matters DEL DOUBLE LT. LIGHT T.O.J. TOP OF JOIST FOLLOWING METHODS. WOULD NOT MATCH TILE PANELS ON THEADJACEM SIDEWALKS,REQUEST FIRESTOPPED AT EACH TIERWRH Z MINERAL WOOL MAINTAIN W CLEARANCE sham arc not to be relied upon,or to be DEMO DEMOLITION LTG LI(HDNG T.OM. TOP OF MASONRY BOILER ROOM NOTES 51. MASONRY HEADERS,AT LEAST 14%OF WALL SURFACE EXTENDING MIN.3 SHOULD BE MADE TO THE COMMISSIONER OF HIGHWAYS TO EXAMINE WE BETWEEN DUCTS AND SHEETROCK considered either bang approved er in accordance DIAe0 DIAMETER LVL LAMINATED VENEER LUMBER T.O.M. TOP OF MAB 1, EQUIPMENT BOILER HOTWATERHEATER INCHES INTO BACKING.MAK DISTANCE BETWEEN HEADERS VERTICALLY OR WORK TO RECOMMEND THE PROPER PROCEDURE 13.1. ADMINISTRATION Eith applicable Co des. TRACE NAME SEEPLAN SEE PLAN HORIZONTALLY SHALL BE 24 INCHES. IAI TILE.MARBLE GRANITE,MASTICS,PLASTICS,METALS,WOOD.CINDERS,DIRT 13.1.t. ALL MATERIALS,ASSEMBLIES,FORMS,METHODS OF CONSTRUCTION, DIAL DIAGONAL Y.B. MACHINE BOLT T.O.W. TOP OF WALL MODEL SEEPLAN SEEPLAN 5.2 .MEFALTIES.CORROStON RESISTANT,M61N.DIAMEfERUNIMUMOR AND OTHER SIMILAR MATERIALS SHALL NOT BE USED IN THE CONCRETE AND SERVICE EQUIPMENT SHALL MEET THE FOLLOWING DIM. DWENSON M.H. MANHOLE T.S. TUBE STEEL INPUT SEEPLAN SEEPLAN EQUIVALENT. MIXTURE REQUIREMENTS: OIL DEAD LOAD Y.I. MALLEABLE IRON T.V. TELEVISION OUTLET NUMBER SEEPLAN SEEPLAN 5.3 PREFABRICATED JOINT REINFORCEMENT MINIMUM ONE CROSS WIRE EVERY 2 1.7. MERE ENTIRE SIDEWALKS ARE TO BE AD OR READ FROM CURB TO 13.1.1.1. IT SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE DN. DOWN N.O. MASONRY OPENING TEL TELEPHONE 2. ANYCHANGEOFHEATINo APPARATUS TO BE FILED PRIOR TO INSTALLATION. SOFT.MAXIMUM VERTICALSPACMNG NOT TO EXCEED 16IN. BUILDING LINE THEYSHALL BE DARK GRAYIN COLOR.THE CONCRETE SHALL OF THE CODE BY THE BOARD.OR OR ODOR MAR. MARBLE TIL THRESHOLD 3. GAS VENT TO BE AMERIVENT FLUE M.E.A 294-S65M OR EQUAL 6. INTERSECTING WALLS AND PARTITIONS SHALL BE BONDED BY EITHER A TRUE BE PIGMENTED WITH AN APPROVED COLORING MATERIAL TO PRODUCE A 13.1.1.2. SHALL HAVE BEEN ACCEPTED FOR USE UNDER THE PRESCRIBED EA EXPANSION ANCHOR MAS MASONRY THHG THREADED 4. PROVIDEMLISONRY FOUNDATION UNDERAMERIVENT FLUE OR EQUAL. MASONRY BOND BY LAYING AT LEAST 50%OF THE UNITS 3 IN.ON THE UNIT BELOW CONCRETE OF DESIRED SHADE THE QUANTITIES OF EACH COLORING CODE TEST METHODS BY THE COMMISSIONER OR EF. EXHAUST FAN MATT- MATERIAL TIBK. THICK5. PROVIDE FLOOR DRAIN IN BOILER ROOM OR BY 1/4 IN.BY 11/2IN.METAL ANCHORS,ENDS BENT UP 2 IN.OR CROSS PIN MATERIAL SHALL BE AS FOLLOWS: 13.1.1.3. APPROVED BY THE BOARD OF STANDARDS AND APPEALS.ORB/ fi. PROVIDE MN.18'LLEARANCE BETWEEN BOILERS AND ENCLOSING WALL ANCHORS 2 FT.LONG,MAXIMUM VERTICAL SPACING 4 FT.OR OTHER EQUIVALENT. TYPE MIN.POUNDS PER BAD OF CEMENT THE CONSTRUCTION DMSION OF THE BUILDING DEPARTMENT. E,L EXPAN9W JOINT MAX NAXINUN 1FIRU 1HROU(H 7. WALLSATJOIMNG OR INTERSECTING STRUCTURAL FRAMING SHALL BE ANCHORED BLACK IRON OXIDE 2 PARTITIONS 13.1.2 AT LEAST 24 HOURS WRITTEN NOTICESHALL BE GIVEN TO THE E.N. END NAIUNC MECH. MECHANICAL TLT. TOILET WITH FLEXIBLE METAL ANCHORS TO STRUCTURAL MEMBERS. OR-EMULSIFED CARBON BLACK 2 COMMISSIONER BEFORE THE COMMENCEMENT OFWORK 7. PROVIDE 3'-0'CLEARANCE IN FROM OF BOILERS AND ENCLOSING WALL ORMANGANESE DIOXIDE 4 E.W. EACH WAY YFD. MEDIUM TRANS. TRANSFORMER 8. PROVIDE LOOSE LINTELS OVER ALL NEW MASONRY OPENINGS(UNLESS NOTED 13.2 INSPECTION REQUIREMENTS e. PROVIDE 4'CONCRETE SLAB IN BOILER ROOM OTHERWISE ON PLAN)AND REPLACE EXISTING LINTELS AS DIRECTED BY KP.D. EA EACH LEV MFG MANUFACTURER TYP. TYPICAL 13.z1. THE FOLLOWINGMADEEM30FWESSED B OR UNDIELTT000NTROLLED 9. PROVIDE ELECTRIC LIGMIN BOILER ROOM SITE PERSONNEL PAN FOR NEW LINTELS SHALL BE AS FOLLOWS: CONSTRUCTION NOTES (STANDARD) INSPECTION MADEAND WINNESSED BY OR UNDER THE DIRECT EL *ELECTRON NFR MANUFACTURER UNE. UNFINISHED 10. BOILER ROOM CEIUNG:TWO GET LAYERS S WSHEETROCK TYPE'X'. MASDNRYOPENING UNTELSIZEBY THE PROJECTADDRESS SECT. *ELECTRIC.ElEC1WCAL MIN. MIMYW UR URINAL Z1. ALL DIMENSIONSAAE ES AREFINI TO BE R FACES. OSUPERVISIONWSH SHALL ARCHITECT BLETOWER ARCHITECT. TESTR 11. DUMBINREFER TIERSHDFORLEVAT ROOMBNCLTERIOROSURE TIRONSNOMEDOU <4B isX3 LEG '%%` 2 ALLIXTVSEpSURFALESARETOBEPROPERLyFI/SHEDANDALLIXPDSEDJOIMS OWNEAWHOSHALLBEACCEPTABLETORIEARCHRECT.TETREPDRi Constantine's Residence EMC ELEVATOR MOD MODU1IANFWS V.B. VIOL INFIELD DUMBWAITERSHAFTS,ELEVATOR SHAFTIN BOIL OR STAIR OR REQUIRED OUTSIDE SEEDRA WINGS AI.) TO BE PROPERLY CAULKED. AND CERTIFICATE OF INSPECTION SHALL BE FILED WITH THE BUILDING ENT ELECTRICAL METALLIC CONDUIT NOD METAL VLF. VOLT AM REND CELLAR ROOM DOOR TO BE BE ONE(I)HOUR TETFIRPROM z4B' SEE DRAWINGS G PROVIDE NEW GYPSUM BOARD SUSPENDED CEUNG IN ALL APAgTMENTS.CLUNG EMT ElFCTTICALYETAWCTU61NC YlL METAL VA VOLT AMPERE 12. BOIl1ARODMDOORTOBEONE(1)HDURTESTFlREPROOfSSELF-CLOSING %RONDEONEPNGLEFOREACH4.OFWALLTHILIOVESS.PROVIOES'X3Y'X'/,a 13,22 ALL MATERALS,ASSEMBLIES AND METHODS OFCONSTRUCTION 275 Miriam Road, BOARD F STANDARDS AND APPEALS APPROVED TYPE ANGLES FOR WTHIGKWALLS,ALL UNTELS SHALL HAVEA MIN.6-BEARNGATEACH HETGHTTO BEAMIMMUM4 IN.ABOVEWINDOW HEAD ADA MINIMUM HEIGHT OF3 FLAT FIECTPoCALNON-YETAf11CTUBING YIR MUWW NCT WNILCONP09TIONTILE Fr, REGULATEDBY THE CODE MI)NOT LISTED ABOVESHALLBESUBJECT Mattituck, NY 11952 13. NO STORAGE PERMITTED WITHIN BOILER ROOM AID' TO SEMI CONTROLLED INSPECTION BY THE PERSON SUPERINTENDING EQ. EQUAL M.G. NOTT CONTRACT W/C VERTICAL 9, NEW MASONRY BEAM POCKETS ARE TO BE CREATED OR EXISTING POCKETS ARE 4. PROVIDE NEW PLASTER AT WALLS AND CEILINGS IN ALL PUBUC MALLS.LOBBIES. THE CONSTRUCTION SIGNED COPES OF ALL TEST AND INSPECTION EQUIP. EQUIPMENT N.T.S. NOT TO SCALE WC WATER CLOSET 14. WITH BLE LINK LOCATED REGISTER OF PARTITWFrH IONS, TYPE FIRE DAMPER TO BE MODIFIED FOR ALL NEW WOOD AND STEEL BEAMS ALL UNUSED BEAM VESTIBULES,STAIR HALLS AND BULKHHEADS.AND ELSEWHERE AS NOTED ON THE WITH FUSIBLELINK LOCATED AT TOPOFPMTITON. FINISH SCHEDULE WHERE STRUCTURAL OR MECHANICAL SYSTEMS REPORTS ING SHALL BE FILED TH/ROWHTHE ARCMTECT WITH THE DRAWING TITLE ESL ESTIMATE VAPORA NON NON FOR ONSTVE METAL WOW WRI)DW POCKETS ARE TO BE FILLED SOLID SNTH TORAGE BOXY BLINDINGDEPT. 1S 'A1'DENDTE512](12'FD(ED REGISTER WITH BSA APPROVED TYPE FIRE DAMPER (ELEG,PLUMB,HVAC)PROHIBR THE APPLICATION OFAPLASTER CEILING,ANEW EVIC EVAPORATIYE COOLERKINGC NFC NOT FOR CONSTRUCTION WCT WAINSCOT 10. ALL EXISTING POCKETSFORCOLOSTORAGEBO%ESSHALLBEFlLLEDSOUOWITH 13.3. FIRE PROTECTION CONSTRUCTION REQUIREMENTS ABBREVIATIONS& WITH FUSIBLE LIAR(LOCATED AT BOTTOM OF PARTITIONS. GYPSUM BOARD SUSPENDED CEILING SHALL BE PROVIDED. EWC ELECTRIC DRINKING COOLER NUR NAILER WP WEATHER PROOF Ins°NqY 13.11. ALL MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE 16. INSTALLATION ODE EQUIPMENT REMENTSHALL COMPLY TOF BS.A/M.EA APPROVAL. 11 PROVIDENEWMASONRYOPEMNGSINBUILDINGFACADES(EXCEPTFACEBRICK 5. ALLMUMOF1'AND'BEILO CEILINNETTEG. DROPPED ARCHES IF PROVIDED SHALL BEA GENERAL NOTES IXC EXCAVATE NO, NUMBER WT. WEIGHT BUILDING CODE REQUIREMENTS,OEPAITIMEM OF BUILDINGS RULES AND MINIMUM OF I''-0'BELOW CEILING. RATING SHALL COMPLYWITH THE FOLLOWING: EXH. EXHAUST MOM. NOMINAL W WTH REGULATIONS,AND MANUFACTURER SPECIFICATIONS LATEST EDITO FACADES)FORTHER DRAWINGS.ELEVATION NEW ROOFVENTS.LOCATION SHALLOF ROOF NEW 13.3.1.1. IT SHALL CONFORM WITH THE NFBU'FIRE RESISTANCE RATING', ( M• VENTS TO BE AS PER DRAWINGS.ELEVATION OF NEW ROOF VEMSSHALL BE PS fi. PROVIDE NEW TIANDST RANDINGS AND NDRAWI IN ALL DRAWINGS ON EXIST.e E EXISTING O.G W CENTER w/o YAIHWT FOLLOWS: LOBBIES,STARS AND STAR LANDINGS AND AS NOTED ON DRAWINGS AND ON THE OR EXT. I EXTERIOR 0.0. OUTSIDE DIAMETER WD. YADD 11.1. AT SLOPED ROOF JOISTS-HIGHEST POINT BETWEEN THE JOISTS WHEN FINISH SCHEDULE. 13.3.L2. IT SHALL HAVE BEEN TESTED IN ACCORDANCE WITH THE ASTM FA TIRE AURA O.H. OVERHANG WJ. WROUGHTIRON VENTILATION NOTES PERPENDILUARTO WALL AND THE HIGHEST POINT BELOW THE JOIST WHEN 7. PROVIDE ALLNEW HALL STAIRS INCLUDING STRINGERS,CONC.FILLED METAL PAN E-199 STANDARD METHODS OF FIRE TESTS OF BUILDING SEAL I SIGNATURE PROJECTN4. PARALIELVATH WALL STAIRS AND ASSEMBLIES,INTERMEDIATE LANDINGS AND ASSEMBLIES,NEWEL CONSTRUCTION AND MATERIALS'AND ACCEPTED BY THE EG FANCCL 0.1. ORNAYENTALMON YO. YARD 1. KITCHENETTE DUCTS SHALL BEA MINIMUM 18 GAUGE GALVANIZED SHEET METAL COMMISSIONER OR CK21-OTB F.GO FLOOR CLEAN OUT O.R. OUTSIDE RADIUS f1.2. AT PATTEN ROOF-HIGHEST POINT OF THE COLKLOFF JUST BELOW THE TO BEY'UE LISNOTED ON HANDRAILS.AND OR FINISH ON SCHEDULE LANDINGS 2. INTERIOR BATHROOM DUCTS BEAtAMMUM 24 GAUGE GALVANIZED SHEET TO BE TILERS NOTED ON DRAWINGS AND ON THE FINISH GCHEDULE 13.3.1.3. IT SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE ROOF SHEATHING. DRAWN BY F.D. FLOOR DRAIN ON OUTSIDE AR INTAKE METAL 3. SCRAPE,REPAIR AND PANT EXISTING FIRE ESCAPES UNLESS OTHERWISE NOTED DECODE IN BOTH ROOF ROOF VENTS FOVENTSTOBELOCATEDABOVEBAIT ROOF I.A2. OPENING PROTECTNES INCLUDING FRAMES,SELFCLOSING DEVICES C,K, 3. ALL OlJCTS SHALL BE FITTED WITH BSA.APPROVED REGISTERS AND FUSIBLE LINK ON PLANS.COLOR TO BE APPROVED BY ARCHITECT OF RECORD. INSULATION ROOF FOROFATHI FACE BRICK WALLS SHALLBEMETALAND ARE DAMPERS. R. ALL BUILDING WINDOWS WITH SILL HEIGHTS LESS THAN 6HT ABOVE SIDEWALKS, HARDWARE SHALL DOOR SSESTMES'ANASIN`STANDARD VENTILATORS M)COATS ON CEMENT HIGHEST POINT. METHODS OF FIRE STET OF DOOR ASSEMBLIES'AND PSTM E-163. CHECKED BY 4. ALL MECHANICAL VENTILATION DUCTS SHALL BE ENLOSEDWITHTWO(,)LAYERS 12 PROVIDETINCLUDING PAFCETSAN STUCCO ATANENTRYORMASONRY GUARDS SECURELY ADJACENT ROOFS ADJACENEAS T HAVERY.ON FIXED EGUARDTAL IOOW OF ONE(1)INCH GYPSUM COREBOARD TO ACHIEVE ATWO(?)HOUR FIRE RATING DWELLIS SECURELY FASTENED TO LETHE ADJALEM MASONRY.ONE GUARD IN EACH 13.53 INTERIOR FINISH:EFLAMLSHALLBE RATING TANNED S ACCORDANCE SURFACESCE BRI KSURFAPETSHAL BULKHEADSINCLUDTRY COUANIZED WIFE (TNEWNG UNIT BE OPERABLE INWITH ASTHES 'STCEFIAMMEMODD RATING FOR SURFACE C.K. 5. YMEAE MECHAIICALVEMILATION DUCTS PASS THROWN WALLS OR FLOORS. FACADE FACE BRICK SURFACES SHALL NOT BE INCLUDED).GAVANQED WARE LATH IN ASTM E4R4'STADARD METHOD OF TEST FOR SURFACE THE OPENINGS SHALL BE FIRE STOPPED WITH VERMJLLRE PLASTER AND WIRE SWILL BE APPLIED OVER ALL EXISTING BITUMINOUS MASTIC SURFACES BEFORE 14 PROVIDE NEWINTERIOR OPERABLE SECURITY GATES AT ALL WINDOWS OPENING TO DATE: MESH OR F.C.W GYPSUM BOARD. RE ESCAPES. BUILDING OR CHARACTERISTICS SHALL BE G O BUILDING THE C MATERIALS.- INTERIOR STUCCO.STUCCO COLOR SHALL BE SUBMITTED TO H.P.D.PO ARCHITECT INTERIOR FlMSH SHALL BE GROUPED INTO THE CLASSES OF 04.07.2021 6. ALL VENTILATION DUCTS SHALLTERMVNATE AT ROOF WAPPROVED TYPE ROOF FOR APPROVAL 11. PROVIDE ALL NEW CHILD WINDOW GUARDS AT ALL APARTMENT AND PUBLIC HALL THESE SCHEDULES: EXHAUST FANS.SUCH FANS SHALL HAVE CAPACITIES AS INDICATED ON THE 13 PROVIDE A COAT OF BITUMINOUS MASTIC AT ALL INTERIOR SURFACES OF EXTERIOR WINDOWSEX EPT WHERE SECURITY GATES AND FIXED METALWINDOW GUARDS INTERIOR FlMSH CLASS FAMESPREADCLASS DOB APPROVAL A MTE DRAVANG NUMBER DRAWINGS,AND SHALL OPERATE CONTINUOUSLY. FALEBRICKWAiIS ARE NOTED' A 0.25 -- ] BE TEN COMPLETION OF TED BY OR UNDER THESUPPEFM50NOFONSYSTEMbULHSYSTEML55HAL114. NOTEDO ERSRE.MORTARCOOOINTING OF LORToMACHRE R FACE BRICK COLOROFIXSTTI GMORTAR UNLESS 12 PROVIDE NEW PROVIDE OPERGLE FLY MEMBRANE ROOFING TO FLASHINGANDPITCHTTOROOFDRAINS.FOOFSURFACE C T6-� A-030.00 7.1. UPON COMPLETION OF MECHANICAL VENTILATION SYSTEM,SUCH SYSTEMS 1S PROVIDE NEW INSULATION AT ALL ROOF AREAS,EXTERIOR PERIMETER WALLS D OVER 225 SHALL RETESTED BY OR UN DERTHESUPERASIONOR INCLUDING LOT LINE),AND ALL FLOORS ABOVE UNHEATED SPACES AS PER NEW INTERIOR FINISH EXCEPT FINISH FLOORING AND FLOOR heel 9 of 21 LICENSED PROFESSIONAL ENGINEER,QUALIFIED ro cplvptJCT sucHATEsr;CONSTRUCTION NOTES (STRUCTURAL STEEL) YORK STATE ENERGY LONEfNATON CODE COVERING,WALL COVERINGS LESS THAN 0.0.7E IN TOTAL OR 1, ALL STRUCTURAL STEEL SHALL CONFORM WITH AI.S.C.SPECIFICATIONS FOR 14, FIRE STOPPING SHALL BE PROVIDED AS PER NEW YORK CITY BUILDING CODE IN THICKNESS,SHALL HAVE A FLAME SPREAD RATING NOT _ 7.2. PERSON HAVING MINIMUM FINE(5)YEARS EXPERIENCE SUPERVISING STRUCTURAL STEEL FOR BUILDINGS,LATEST EDITION. THE FOLLOWING AREAS: GREATER THAN THAT LISTED. INSTALLATION OF SUCH SYSTEMS AND QUALIFIED TO CONDUCT SUCH A 2 ALL STEEL SHALL ESS OTHERWISE NOTED O SPECIFIED MINIMUM YIELD POINT OF ALL VERTICAL AND OR PENETRATION. TEST. 3fi,000 P.S.I.UNLESS OTHERWISE NOTED ON DRAWINGS. ALL FlRERATED ASSEMBLIES. Cherico King Architect,P.C. Architectural Design&Planning Generated by ware REScheck-Web Soft , a Paundatlo InspecthR (P_VsWeV ' � om CijidA ' _ftl JRh minseHorfr� C'mllesy CometmpwRi tl6 36r0637th Street,2nd Floor � xe 4 {.r y JS'.,,x < £ Long Island City,New York,11101 Compliance Certificate 40=.1.1 =rWtl alb 11 R_ it-- Oeomplle SwrME Hop ssgm:ar Ducts dedared0bewithinthe Yi' U =,!It .Regarement will bemet. O ' _ _ men rorvHi,axy"v'l'� - Tel: 718 392-0078 111 "' 111 lFOalt sW tb R I Wn el t m ❑ FP381s condui d Ue 1 t Y ❑ Ooes tlo[ f PB j �, Doe-N t V Insulation ad. ! tl r R P_ completely within them rat '' .'/ Locatlon on pW ns7s A- eQ g to d dhg ON[Oda rvable 'may carrier d within N bU7d 4j �� fig; ON tApp bi ;020 Pao• en C .0 I I tlonI peRh net ON tApplicable 'X/,''�N I _bpe )buried y % GNo[Appk Applicable ledi�12 3hum141ocahom �„Y F thl� ling INS t n C�m'O"N Ofil Project 275 Miriam Rd _ _ e R p ........ F 3R4033 fi ndth H a 3051 'Conditioned easement wan s' �tf II s "Re ulremen[willbemet-_ 9T 3 1 Ot26:a11 I`rSTIEDfgt RiHIWNA3YRENfty Energy Cade: 2020 NYStreteh-2018 IECC (FOS]t '(nsulaUon Imtalled per // y' ,�y �ODoea Not /y 'Yb h[eC s 1 be thid anara<earera mativ<nana 7 qi P L q"anon w3 >v v L,<atlon MettitUek,New York /�, /f` (]N[Ohs bl Dla Pei: ✓/ /N building N rr'n I elope "'.'y �'>"3 .` 2 eirla 011 1SSJm FOFi ZCN ORWW m xg� ,t' EN-OOd / J' C-arucc,n Type: Single-fatally _� _ _ 'S'% ., '' ❑N tAppi Ri _ .y'S' '/q alto a-le k g is< 1.5 yy b 'm5 3 Oa01.202t IE9.IE0 FOR OOBPEnEW Prole«Type, Now Construction 402.2.9 C d'U dbsementwall _f[ h OComplle5 'S me a, bpaznemelba� 9y `ld conditioned ( C f edb can, Floor Area:4,848 ft2 iF0671 I I b depth off udal or ODoas Not tevror- - '�pJ' l th d t yt m 311h ceili g 4xY < Glenng Area 7q dh[ancc fromm !wall. ❑N LObs bl /. "' UI nq 0.Y 1 el call 4 /m✓ y ,e G'ma[e 7�ne 4(5331 HDD) ❑No[Appllt bl �i' against)dthbe thed illBled J P¢nnt Oat. 30331 A Pro[ectivo covering is Installed /y` d' :a ❑Compile R quiramien[will be meth; I t Rval lie th R-g �y A ��' Permit Number, jF011jL Ito Protect evposed extedo, ( e OD-Not y�l I fehe ne t b the -�, � ...�. _ "_ _____ /F Insulatl ld emends, v _ L redo"on pianstspe<: - minimumof6lnbelow de. y ❑Not Ods'rvable,EN-004 g03A ;XVAC pIpI gran veyingfluids R-_ R_ I-Does ;Rego rementwill he met. CDn$tN«IDn Site: Owner/Agent: Designer/Contractor. 2-`,k� w"' gra 4 .. .k Na, Applicable (fR2 `y' be 105 For aNAed Rends VDcesNot 275Midam Pced Nick Constantine Ch¢rica ion 4084 'Snow-end"Ke-meld tam +q GCo lies Excetlon:Re b¢t 55 aF are insulated -Lowtlononplansfspec:A- g ✓ gays Y .� `�' X P P 9u"rementis fei3 'GN LODs bi '020 Marhtuck,NY 11952 166.3814th Ave Cherico Kng Architect PC 1fOY2j controls installed. /, -;ty� ,� ❑Does Not not applicable, _ LN[Appl bi Beechhurel NY 11357 36-06 37[h Street 2nd flow X-' } �' pNa[Observable 403.4 protedion of Insulaton do HVAC i° ' +' Requl [ Ill be me[, (917)4408999 dC,NY 11301 [ b &[ J�� °' nlck®lomick.com 171839200]� as''. ". >�,�,K, �`� „' •❑thou APPlfcable IFR2N piPng t /� ,y/❑DcesN chedco@cktngarch.com ''} >'y '�- GN t.Dbs rvabl Location on plans/spec:A Additional Comments/Assumptions: ?'l 020 at App. able 403.53' Hot water pipes are insulated to R- R- GC mpk 'Requirementwilibe me[. _: [FR18r4'-`i 0.3 ODces N[ L-thas on ans/spec:A- Camplwm 14.5%B.-Then Cod. Muw„m W,356 Yo,r U4:330 mum SnGG:D.60 Yau-C:0- lip`,<j ;GNo[Dbs roable'02D PI rwwmwmaacmewn,eswas me cmr M mmFv+°t.m°hwieamscaan meeuaea°nnA•s. ;,:5 __--_ __-_ GNo[Appl¢ab(e Vwid °r-f1°i- "ce1p '^'c°a'b' 4038 En.rgy n rvetion measures R- -R-- ❑Oomph ;Requirement mil W at. traleaffa ammo longer cansideed in the UA cr pinfo ce compile path in RFndheck..Each slab-wi9rade (f�fyt29P:"f SWNsysremsfollow 'CDces Not a3enL:y in the specified 4imete none must rrreattA mini"iUmenergy code inwiakiah R-value a%dapthreduitamems. r`Y ,guidelines in sectlon R403S 15' GNot Obserreble`60 ad......pianslspec;A- T'y ON.t Applicable : w 6 ,�'ia mR s nau utd odrercersa I1� GcomPl Requirement will be met.Envelope Assemblies ( r7 takes and exhaust,. GDN 0 ➢. 1� 11111 '.'/"�.k= `z 3)+GNot APPIi able Additional Comments/Assumptions: Ceiling:Flat Ceiling or Scissor Truss 1,616 49.0 0.0 OM26 0.026 42 42 Wail:Wood Frame,16`,.c. 4.392 21.0 21-0 0.025 0.045 103 185 Window 2:Wood Frame 291 0.270 0.270 78 78 SHGC 0.18 Basement Wall:Slid Concrete,,Masonry Depthfreight,elo4.0' 1,616 0.0 10.0 0.066 0.050 107 81 Depth below grade.1 Insulation depth:4.0' compliance Statement Thw proposed building design described here is consistent with the building plena,sbadficstiom.am other calculations subrented with the permit application.The proposed building has been designed to meet the 2020 NYStmtch.2018IECC requre m nts in REScheck Version:REScheck-Web and to comply with the mandatary requirements ii-al in the RESchedt Inspection Chec/iis[. All ideas,dssigis,anongemnLt and plans Indicated N-Ttl. Signature e� or represented by the drorIng are cant"by and the property of Cherico King Ardlilea%PG and were megted,eWlwnf and d,wlaped far use on,and in connection with the spedfaed project None of such ideve,designs,arrangements,ar reproduction of _ __.._ Ions shall be used b ar disclosed to on arson. �l High Impact(Tied) "21•Medium Impact mar 21 3'Low Ira «mar 3J ' 1[High Impact Cr 1) ' '.Medl mum «me 2) 3 L w l pa«mer31 D Y Y P �.._..� _-: .._ v:,.. W �,_R9.°_ _-....._,, film,or corporation for any purpose whalsoeva Project Title:275 Miriam Rd Report date: 05/26722 Project.Tit1e:275 Miriam.Rd Report date: 05fOS/22 Project.Title:275 Miriam Rd Reportdate: 05/08/22 without the mprsm written permission of Chcim Data filename: Page 1 o1`10 Data filename: Page 3 of10 Data filename: Page 5 0(10 King Arcdrawings nPG ykitten dimensions on these drawings shill hove precedence owe scaled dmmsions Cobbled xs shdl verify and be responsible for all diniensian9 and conditions an the jab,and this office must co wn notified of any ygse rio from the dimensions d conditions sho by these drawings REScheck Software Version:REScheck-Web s¢cT '< » sYerreu ffehcvertt7a4 s "r '. " "": pransvaniled Flet"a,ve Bied :' P ,{ I g7R?' h i inspects rill, .£tom [v.VAss mpdans€ a tnsul ttoi[LnspecNwt•.;b C mplfe4'f Car:"ma4tsWssdhijtd,ns Applicmit of retard has not been retained far 1S.R ,ID_ v''"c'•%� 5.., < :`� ,I>, ,.� +l<Cr < {Talu¢;s5f f 'gYalde �,,.,u/y ', / r.�i &R. I`D - ;h:£�` 5..'✓ supervision of wisWetin nil Spedal/Ptagess ��� Inspection Checklist 40211. 'Glaring U4'ectar(ereo-weighted U_ U_ GW p1Ie5 5 a E�°peAxsemDlYr i 3031 3All railed immusti f held f CC PI -Requuenrem wallbemet. inapequan. ' v"' ■■■' 4023.1, average)- ❑Do N T r er m..v x gN13jr N irwtailed R 1 ❑Does Not Energy Code:2020 NY5Vetch-2018 IECC 40233 - ❑R,eoea me. ,' ,10 'a`d' ,�+`���`" � GNoe oba m Requirements:9a.0%were addressed directly in the REScheck software 7NatA a blw t Y�"s'�,r<'. GNot ApTU abt This plan is approved only far work Indicated an the IFRzIt PP"ca ..^' . 1 0021.1. W III WationR I Ithisiss R-_ R 'C:o pin '--bpa.A°veMrws application specification shCBt All other matters Tent in the'Comments/Assumptlons'column is provided by the user in the REScheck Requirements screen.For each ____� . _ 4023.5. .wall with'atleau sr of Ut¢ mar et°°•d°x upon,ar to be requirement.the usercerfifies that a code requirement will be met am how that is documented,or that an exception 303.i.3 114«ors f fenestration products i `s' iT"�' m'❑comPnes Requirement wilt met. .�Wood `❑Mass CDoes Plot sham me not to be riled regUl p y, i 002.2.E nl Insulation don on[h¢wdp Mas9 Mass considered llther halo foie"ar In O(:cordante is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. IFR411 :ar determined t d on accordance ; �' / ❑noes Not i tIN31t xted th xtenor Insulaton i C ❑Not observable 9 oPP 'wlthth NFRC testprocedme or LacaHon on plans/spec:A- requirement Iles iRlO. 'L Sleet [)Steel ❑ri Appil-ble with applicable[odes texen from the default,table. Y�� / _yy F ONot Observable 005WINOA SCHEDULE 'm9u pp l Y Sexhon /rl� �R� ';Rua V Fppfd tl,dtled �F- / <`�"^`�"''"• �s£ d /a ON to Iiaable' ,PrtriMpeaN NPfan all ` Con Ilee7 Y yy < PP AND SPECIFICATIONS.ba -_ � r£V IP 3' VaFg .1 P ,� Comm6nts7JUsumphbn;s, -_ _---- ,.�<� - ____ --- _- r, / d02 4,1.1JAir barrier end th¢rmal trm_rrer F / _ .. _ WOMEN es-- 3�❑comPlles Requirement wiil6e meL� 3033 Wall fa-v r,I installed perR. CComplles -Requirement wlll'ba met. �'103.1. :Cmarruction drawng -.00omPlitb ;Requirement will be me[. 1FR231i installed per manuNoWmrs. l�l <r;E. ^,�/ rGOoes Not DN41t ma^ufaRurers ins[rpcdons. :�rx 6tGDoes No[ 103.2 documentation demonstrate „FF ,®, ❑Does Not Instructlons.An a pprwed third- T p{,' f,r",IONot Observable �catlonon'Dlansispec: y'� +°°A' Not Observabls.Locatlon an planshpoc: Ill! ct all t "s', OWNERN RETAIR3R0 ❑ IPRII code con 1!me,for the observableObservable'Lxatlon on glands - J' tgy❑Not.Applieeble PARTY I,NSFECTION AGENCY. �N GNo[A Ilcable i energy pi pec: :Pony P P° e EN-004 i building envai,pe Thermal / r�ga},s' .EN-00q and ""c..pile 5 <y,''f "�".,'f,�.; PP nvelope represented n +�' y` .GNot Applicable sect dt I nd9ldav � §w„i y / yt- fro T bl Rd02,A 11 __ r✓' _ __ ___ Additional CammentsjAssumptions. cons[rutiion datum is / 103L 'Construction drawings a d y,j �' J/jGCmDlies :Requlremontw11 be met 402.4.3- Feestat than [itebullt /�, l's' '''7,,J GCo piles :Requirement will be met. 1032 documentation demonstrateY' .Y'' OD Not IFR20)r Isl t d all labeled e[Ig a��'/ � Opce Net �403.7 enm-gy-deco ph f �' 1ocatlon on lansis A- AAMA/YmMA/CSA 101AS 2JA440 / y f P �f P Par $% C ❑No[Obs bl IPR31 light ng and mechanical Yst ty �` /' .❑Not Observable:020 O t I O o no tat p NFRC / y Systems sermng multipleY„5 / / -❑Nw Applir4ble i 400th td tax Cal cad <€r ' � ON tApplic bl -dwellinancaw must" t ss, �/y /j� y' .F4 f lints. } / �.H,{ . E, _ _____ 'comdi rcti the IECC � 'm<q,>9 ^-`Y dp2ftju'IC+a[Od rec¢ssed ligddng fixtures .m'' `" ?;� y/ I�OCo pl"es. f{equiremen[wdl be met. fimmertial Provision , __ _ (fRi6jt^s` dletl at housing!(mm�or Mlsh „y fly:❑Does Not PROJEOTADDRESS T S^ Headn9 and caolin9 q Pmant is:HeaOng: Hearing: mDn. '.Requirement win be tad.-- k d la �5 P to ndlca[e 32.0 don m `�' �,1 ❑N t 06servebl¢ dd3.'}'/ Manuelledpe,ACCA Ibased Btu/M Btulhr_ ❑0-1 Not (' y.3' s° y„^ ❑N to I_Ole ------- Manual Constantine's Residence loads calculated ACCA Loeatlonon lenses A- -..m,:_. A} r'� pD a - ! other methods 'Cmhng: 'Cooling' 'ONot Obeervabte;020 p paw d0331 Supplyed ductsinattics r/ � Oc, p11 OreP1I Dds buced � 4AyBtarlhr_ :Bm/Ar_ 'ON«A Ilcable I F /' y I 275 Miriam Road, / ,approved by the code official. PP I R321 Insulated 0.A where dud Is r` f]p N[ plecely i Ida tRe �' W :Rib 3h Inches 3lInnches.Supply and l � '+ �� building e"vebpe. _ - J �",, ❑NatApplkabbea ; Mattituck, NY 11952 Additional Comments/Assam dons: t I -fa[Faro s f I , P di building 1 fated R e for di am.-r 3 Inches M R-42 '' S i DRAWING TITLE fa 3 rch I d 4033I D cb I ha dl and vsy � -�, j ap, pl s Req ireme t ill be met. iFR131 be ae lea with ad '-y% []Do N t ENERGY ANALYSIS jointsls ens Nmpli t Ith "ems'' y Lo lio Pl"PwN A- OF 1't tl nelM cfhniceCodeIA j ❑N[Olio bl 020 ) (1 5) It i n IR id ti ICoda '✓q.. � Sys'/.//)ON tAPPneble i 4033 D«yste. I e buildings d' Js 'y �,✓ Ge, Plies Requirement will be met i IF1321 additions located In ) � OD Not 6` SEAL 851GNANRE PROJECT No. ih and t. d pin a i nl j p fr �°'®+ /'`�l.? C N t Ob a ail I.o tl, PI Alawc;A- wlthS U R00337I12J q' 'e $ // ON[Appli ble 020 CK21-016 3033.8 D rlsii.dinaco.rd l/` �'� 3 22ggGeo PII Req Iera t.will be t. DRAWN BY IFI331 with ACCAM ID d be `� d y-OD t N yz R4037-8 •F� �6❑Not Ohs bl Location PI s/pe<:A- C.K. . / 011.tApplic.1ble 020 4033S1-B Idng mtlesare notusedas ❑r: DI s' Re4mrem n:wllbe met. CHEdKEDBY FR35tr ducb or plan-. ❑Do N t y GN,[oeserwhle Location on don onpran"IP-A- C.K. ( C=+„'-isrfabHNa[Appilcable DATE: 04,07.2021 DOB APPROVAL B DATE DRAWING NUMBER EN-1.00 -- ----- 11Nighlmpact(ier11 X.;Medium Ingo«mar 2) ',all lmvlmpact(Tsar 31 �I.P1lghlmpa«merl) k AMedlumlmpa«mer2) 0,11-ow Impact(Tier 3) t , it Ngh Ingo«m U f2i'Medium lmpea(Te$) ,3FirL,wl p«(Tier 31 Sheet 12 0l 21 ProjectTitle:275 Miriam Rd Repandate: 0510822 Pmject TIde:275Mlda rRd Report date: 05JOB122 Project Title:Z75 Miriam Rd Report date: 05/08/22 Data filename: Page 2 of10 Data filename: Page 4 of10 Data fifename: Page 6 of10 Cherico King Architect,P.C. Architectural Design&Planning �' �y y�v s as..; ~ � Pta�,s e1Ege'�v✓ �y.:r �,� '' .'�" � .,,z".: F F,iNal MspaaLFari Pmv15lo7tsy�- Co)p a 3 n A mptl4 p ;::FISN1Rspectlo0.P1pY W e' '7 CpmrvleRtSfAdsumiWatl, v „'.: a,., egfU/;s.. r.:.�_I /.«°'o- ([+s ..,:..'.,',"s/G•>. yip,�y9 ,�sF {: y�{.p�@,,s. 36-0637th Street,2nd Floor 40211 Ceding Insulation Rev 1 e. ,R- R-_ 'c1Complles 5 the Erciale➢e Az»mblwa 403,S.d��'4 water heat ery !s OComplie :Exceptl Requirementas 2020 NYStretch - 4022.1, - .El W d �O Wootl CIDoe3 Not taeq rarveluaz: (E131�T h 40p t ftt ryif ��% y. ClDoes Not mot ePPhwble. 40222, � Tel:Long718 3 Island City,New York,11101 .. 4022.E :.�5[ I =L�Steel ❑NotObse[vable: {ntapedfa qu IR 52 Y S.3', 2018 IECC Energy � � 92-007$ .p t ff Gyd Wlletl for '+ ¢' ,❑Not Obs able' [f111 L1NotApPlicable - y2 9 Itl V K Id. water �F / _�,v .y" � 17Not ApPl'rcaDle tin t yanlcaaamArwitn �v ``tom-�;'�' Efficiency Certificate B-mail:cherico@ckingarch.com /'% #" CSA B55 2 die tell tl tie i g REY,NO RIN.Mm OESCPoPRON 303111'C sling a installed Per ❑Compiles ,R gmreme[ dl:be met � li bet d - rda ithC f £ "i 3032 nut [ Y' tr [ro _Jy as� OD N t �J' Fr':8551 Palatal. �- '.�. IFI2] BI w let marked ry 1 OQ2LM11 IS'oVEDFOR PRH11aW4t'IRENbV! :., ❑N Cobs rvabl L tl o pl s(sPeC P< 1 fd mat heat 3DOIN EN 004 yr rec ry is S psi f / >' ';,, ❑NOLAPPI{abl re - - 2 0.1p3arl 1541®FOR ZONING PPAEW / c al al l units connected t e 2 iV tell W i[h i p meabla y yJ' Svc ❑Co plies Req Ireme[will be t. / '➢ [w sh Wa P t tit to Above-Grede Wall 42.00 ] aagt]vR IS91EO FaROW RCIiEW tF22' I t Ida beffl al t ❑Dce Nqt $Y E id p I of a water ^ f r plane/spec: 2 h t veryu it Jns + ❑Not Obs abl .Loot- Below-Grade Well 10.00 4e to d o pl[ro EN-0OC :{ 1 tlivltl I is n ttetl to 4/ Jan _ ___ .s'.' "� ^ ❑N CAPPI abl ............ ,_... o€"s ,fh .he Wars „F / 1 fr Floor 0.00 402 2 4 Att c h t h a d r R- `R- ❑Co pl s Req came[Will be met. .�3 .Nl„H tell [ 1 I i saheb 2R I .of the ❑ 9✓'3 PPYPP 9 .n g4' � y Fs 6 7fo fllie Require [will be met: [PI31 adjn<entass¢mbly, Hones Locatbnon pWns/sper. 4).�'J yfollowing:M 1 I[h a of thus ❑Does Not elln9/Roof 49.00 ❑N10bservabl EtJ-OfM [Ef4iff y1M>um II able ksy 4" � ,� Not ObseNabl 'L adononplabs/spec:A• n, y ,. ❑ e P20 Ductwork(unconditioned spaces): DW1APPllcable icy,,/ alb Iblgetpp, fill-27mhtod, ^ ° 7 CNot Applicable q0?41�.Blow do., test®.SOP -5 ACH 50=_ ACH 50=_ RComplie, :Location on planslapect A-: ks,7€F�3)D t heat ery [FII7] adhi'Climate Zones l2 d ❑Does Not 020 ^.>-.;�i/ is 4)lieurculatmn y/ 1� � • - - c=3 h nCAmateZ 3-8 _ Sy Window 0.27 O.lE ❑Not Applicabll - 4D3,10,1,R ally Ihle switch n / � ❑Co pl'e 'Excepdo Requirement I- Doer __ --:- ]Ff1Yy� ,h temf ttlm ng Po 1 a I f ❑p not aPpl able No[ 'dote R u tai best-Total 1 ter- Compiles Exception All d t nd air� t i d � � Not tAs rvable+ •- - � - A0333 -Ducts p to tell to �d n00 dm1100 ❑ p a:gro pas.. 9 [.F 71 .deter e ! kage with 'tt %.R• L_Da¢s Not h all ere l ted wlIhin ttfi F: tl d t { F�b,4.47 'Ieaka9a 9 bred -Tith CN tobservable condithmed space. / ch B H t ll [brel ke i t r.%syl ❑Not Appicable Heating5ystorn- press ddf tllofD1lh'n ❑Nof Applicabl Location on.plamuspea A- - s _ mstalhdl depeM It switch. / R Coolfn95y fain• the ma of dbrey l irh fim in lls g 020 3 tf pI Pilots t q ppcd with T �f ,2 �' Water Heater: are not :enclosure e If7s[11talle dot elm of tal t test.Po t t To ,anG leakage d with. 403104;/7, [n the �� '" 3 ,._' �❑Compee E cepti R q I antis Name: Date• press ri ff t I of 01 h 3g}t [o b y t shed le '4' s ❑Does-Not t apPllcable: Ipd ng the f durer'sav ,€ 0 t rs dip Mps servigg pools �, y° s y Comments Wg. cnx ell G e gsMy� y�'y [JN tObs bl h Hal d d� t_ r. y°"dy y' s❑N tAppO bl .._. .... .. __. > .. 409 X$ °O[d heated I d' y❑c I_ Exce.n i.... 403.34 Dud tight t t- It fin r _dm/300 dmR00 'CAD pits ReQ_ dheM1[ Il be rnek. poo pie p ¢eQu rementi5 [Fl4] chnl100fQ [h systemn• %ft- ❑0 Not tF1�Y.7 o td q p near;pa haves ❑Does-Not no[eppl tile., c=3 d 7100 R2.without Lootlanan plans/spec:A-. vapor retardant cover. yv°" 'hattdl @25 P F rough{ ❑N iObseivable'020 ❑N t pplicabl, 'tests v f t y _ tl[ ❑Not,Applicable �NatAPPlicable ttu tlmmgFnnnimql p t 4041 1909E or mon.of.p [ >y OComplie Requirem nt w'LL De met. 40332 1 A'v ha all I kae deg tad ` ,+ �'' >❑rs plies Req came t Il be met -- (FIE] ifixt na 1 N with n �, ;� y, ❑Does Not ]p1241 by ma f m te-2% ! : /%'/ -'�❑IMes Nat ff tY 651uma /watt or y / 7/y Lpcatl n.on Plans/speS:A- gn en // y p pec: h total! n ire efficacy (JN.t Observable,001 desi 0 1/ L -tiono Ins/s A- Ai y - ls'/ j j � ❑N tObservabl D20' > q5I / tt �/y9�17N[Applicable , ❑Not Applicabl 4043 'Data,hello a' dtw f mdy 4 :3''� '" ❑Complie :Fxceptl R-quir¢mentii 40312 Prog bl thereto b, - GCo pl ; ;Req mm,ot dl:b [FI351s -o ail ng andf h where y'Y "y / /❑goes No .notappliwble. €,ft4 st heef Hirai of Pnm ty Cos.s Not �th d[ p 1A00 _ / [Observable heating andcoolingsy to a L tl na pie /p r.A- 'of plywN req rem nts ❑NO d Ily set by of tt to - ❑N[Observable OZO fA�p d RA _ /:"N ry ❑N tApplcabl _- ___ ❑N to I-d � _ ❑O pile Requireme I ll met. wall p dfi ti s. 9 Pp _ 404,3 '0 tw f mdydwellings C l i4i3i4 H-tp Pump thermosta I t lied F fi/ ❑tb pl s R q Ireme t will be eC,- IFI3611 •Io M U th'pa fu 9ae 4 /17Cces.Nof tYOtr f het pumps. /' ty l�f / �i, ❑Does Not �r d d the bolding he shall j/ �- / [(Net a. in ptanz7spea // �I]N CObservabl 030 papa pl 5l,pac:A•: �h� dERd0940 oppan[eli[ �/ /% ///-❑Not Apphcebk OWNER TO PROVIDE 2 3" �%^+3 1'/CNotApPl Gabl is p ty nd ndunfor the. i,/s / 90 s ...... I / « ___ ..reme c III De tfu It non of such enL ,� ///i � ari rdepresmted by s.Oi-�bar g areements ce omedsb�rl�cated AtJ'dI1 CI I tl g rvl h t [ ❑Cops Rtf112st .ouue.seesedlonaelens' the property of Chefim Kng Architect,PG and were2L tationon plans7spec:A- Healed,esd and field ell fin use an,and in . z 4', e� "�€', GN tAppllcebleq 02o ro .U.with the specified project None of such _...� ,___ __»._„_ __-,-. _ _�_ _ _..._ W-._ ideas,designs,mangemmts,a reproduction of 1.;Highl_pad(ter ij- I`4 dwm l pad(T r_2f_ jmpaa ST 3) 'i_H gh'I,pact der l) hiegiu pe t Rer21 ;^(ww Impact{Ti 3i _� plans shall be used by or disclosed to my person, Ilan.or carpaalian for any purpose whatsee- ProjectTiNe:275 Mine.Rd RePortt]ate: 0510622 Project Title:275 AlOam Rd Reportclate: 05108122 withaut the sagress widen permission of Cheri. Data filename: Page 7 oF10 Data filename:. page 9 010 King Architect,PC.Writtm d'amnsims an these drawings shell haw precedence over scaled -_ - dmnsins.Contactors shall very and be responsible for all dimensions and conditions an the job,and this office..at be notified of any variation from the dmnsions and conditions sham by thane hawngs. 5 ttMa; 3;claps a Pbiannsp:eatfionirravraaaa ,� -.,� 1ra7an roirfi+{ -tnsSAssanlptt �'.'gYaAallsp cetoR Pir�btsbtrd �,co�ntu�T ea ame aax'j 6h Raq Applicant of recwE has not ben retained for 403SF All c h Ivemlletbn yste I -.E - ❑Complies ExcePVO,:Requirement is �`F Ig lighting sy shave. f �y, Sy��OComplie Exceeption:Reequrement 1, mpsp�5on of Canetroatian and Specid/Progrfss (Pi2$]' ! t p rt f tested d fisted F - ❑D s No[ of applicable. (E {'` minuous pilotlhghf, f .R` Does Idol o-pp ice �. Hn AC eq Pment meet ff / der fI Lmitspe,T bl ❑N CObsarvable, En ; ;y°s°"d❑N[Otis bl - L' �i - ❑NotAppliceble f< t _ ayH" a �'ay ❑N toPP bl R40361 : 713 plan Is approved anI for Yakindicated an the 4 kill" .11: dwelling"crt s served ^� a❑Complies Exception:Requirement is omPllance tetirt6<ate posted. �'' .,^ .°'c ...�'..�❑C mphe ;R 9uirem ntW il.be met, aPPliwUan spedficOtian meet All other molters jfJ?4¢ h,t ecP ry ventilato(NRV1 o >/ � �g;g�D shot `not applicable.. y s,.pt^r5 ❑D es Not shorn ere not to be relied upon,or to be y v.-'ryy M ryven6latp IERW) �*/ -.� / ❑NtObservabl S✓ '3 ❑N CODS bl considered either being appmVed a in oacandones S�3" ' t Pam .fiat[ 9°f 5 �y /din tuctThe HRVhRVi f' // y¢"^ r�� $❑N tApplicable / �6 ,pY S❑N[APPI bl with applicable cadet )3iea dsued dequatelyf / 5 y> y ,' 90�7:3 Manufacturer ma,n I fo ❑Cmpl ,Req.'cement will be met. • /th p G:fic ppl'bb h ch Fs / ,�" ',� �b' h cal and W to Ire Gn9 y,> 'o� F ❑Da shot II n I d th b ldlrg �y€"' & systems ha�:e.beenproVldetl. °a ondt d re d ban ! 4'y >' y / s' S N[ODs bl' roapP [ 3 ,(�Apw'' , ?3ni-„�,..❑NdAppllceble ags,Installed p rf ed[h o'� � ❑Co pl- Req t f be met Additional CommerRs/Assumptions: h I tile[lun ystemi ❑Poe Not to[d d e c tl d ' ❑N0f Obs bl L a[I PI s/pe pp a.. y d d ^,s^.�s^' OW TY tNS RETAIN 3RD. n9 N hCOd R g d � � ❑N iApplfcebl PARTY tNSpECT10NAGENCY. �u" th r rfl g devil y jHat.aterbaileroaupply ng heat /€'>+�� °� �' ❑Co pl s_... Ex ptldn Requiement rs... «+'m gh o tY/P�De h at ng 7 Oa Not [aPPrKable yste ha td k ,y N Cdbs - t I t f we b i t Y 4 1 ❑ 1�H temperaturebait a outdoor �y' s, ❑N.tApplicabl 5 to Pe t PROJECT ADDRESS Heated to circulation yst �' s ❑COmplies -Requirement. will be met. E7$13$h lbnpu p Th On N[ COflStantlnets Residence �5yst, t P Pe is fi d Location ted 's" ❑Not Observable 020 o1 Pans(;pec:A �„ return pipe Ian at 5appty y' y ❑that Applicabl 275 Miriam Road, pipe G dty and th ce h aYale �° Mattituck, NY 11952 present.Controls f yy® rc;lbgtitwo yt ss pu p st rt N p p th ig I 9 Mf hot t d d thnth DRAWING TITLE +` 4pa ay Co tr I �,„matit Ili Iry Ircull tl nloop � '''a ""� � pia t tpol tt mpemto nd ,-, ENERGY ANALYSIS ate e,c ts. _� � „:� -- — _ (2 OF 5) dDB"5 Eiccoicha[k ys[erM /'� �` ❑Co pl-s'- E p[lon Requirement IS 1281 - ply th IEEE 515 1 NL �❑Dods Net ;not applhcabl. S35 Cony I e[0 e[kally S adjustin gyi p tt Lh I[-]NotObservebl fi tt mgta shin th f f5l]N tApplicabl SEAL&SIGNATURE PROJECTNo. d i d walertemperetu a mina CK21-016 piwn9• ' AP3,9.2 ,D dmctcyl tin [ ❑lA PII '.ExceP[Ipn Req. antis Q yste h viols that y .• a❑Does Not oCaPPlicebl.. CN Otis rvabl DRAWN BY r1' dlig It ih Llmp rate P.,f C•K• f War ce Ingthe cold ter ❑NotApplicable epl�p_In9[o_ 104aF.,�____�. °''..e°" •.�____ CHECKED BY C-K. GATE: 04.07.2021 n DOB APPROVAL&DATE DRAWINGNUMBER - EN-2.00 I fRlghl cci77 art).., j yMed uml patt fT'[21...._i,> ,L I pact CP Y,3).,.,...,i i Nlghi peR it rll._Vj]MeG,umi•pa iff'/i1 �, .>Ln.,..impece tYe,31 .....I of 21 Shad 13 Project-Tide;275 Miriam Rd Report date: 05100122 Project Title:275 Miriam Rd Report date; 05/06122 Data filename: Page a oflo Data filename: Page 10 of10 Cherico King Architect,P.C. Architectural Design&Planning 36-06 37th Street,2nd Floor l w Z 1 J I 2 T 2 1 Long Island City,New York,l 1101 Tel:(718)392-0078 A-004 A-004 A-'104 A-OOa A-004- E-mail:cherico@ckingarch.com 32'-0' 32'-0" 32'-0' REV.NO REV.OATE DESLRIPIION 1 Ot15811 I5511®FOR PRFLMNM'i 0.EV1EW G 0ita2aln ISSUED FOR 20MNGf�NEW UP 3 Laal.xa 159JE0 FOR WaRENEW �.: — -.— -— —— —————————— ——— —————— ;11 — { { 38"LOVV'rYALL 35"RAILING 36"LOW;PALL I ,1 I I Balcony UNEXCAVATED 3" '-0' '-3' -0"8-0 8-0 2'-9" 4'-4" 6 4'-4'3 1 ,1------------------- lµl I D4 D4 D4 W7 DS UP U 1 I DEN r D rl Dining Area 1>a$ , wa i I " Recreation Room D ® Master m k C�v D 13edr0flm f: '� I drawer �IUP T Great Room 1 A-114 4-De4 D A-DD4 004 I { D1z I I �; I I UValk-I W I Closet :w i I SD I I I �i I I I', SD , STOR. y D 4ti Laundry/ `\ Dfi 07 �' L',' OCV+N UP — Polecna�lcal \ � Pantn! ° Pcwd! w7 110 !Room T � `"{ IRcc ce I--r- I N7 n j O i _� i - I i D10 T771, All ideas,designs,alrongemmts ond plans mdimtMUPUP O -- or represented by this ding we amed by andEl tcr. �:�I (:lase[ — Ei tar ( yL EI for P-LP, n ore tted mike me derdopedfarr use pm,and n e 111 �i 1 connection with the speoified project None of skit O ^ E D10 CL D10 d `^ how ction of plans shall be used s. by orr disclosed of ents,or any person. UO6 11,,.I 'DID I firm,or arpenal'on for any purpose ehatsoew D10 8 - eithaut the et¢ress sfitten permission of Chmico SD I �' ® 1 D9 YJ8 DB �� om WB N Kmg Ardlitat,PC.Nyitton dmensiens on these CL. i C_. drawings staff have preadenm over scaled Wt I ELECTRIC Wt °i W5 100 5p { i1 ll 'I D10 dimensions.Contractors shot verify and be i HOT'HATER I ! I sD DID - I 1 / : respoi for all dimensions and conditions on the HEATER I Bedroom 72 V / job.and this office must be notified of my variation f I Garage t""i StUdV SD I t/ G9 from the dimensions and conditions shom by these �. AP,ROXIMATE o (ELF 54.52') I � Da PULL DOJV:Nu Nmrmgs.' LOOAPON OF HOUSE.- (IF.s 63.92 I STAIR I SD TRAP&CLL4N CUT '.� •n C SD °I I Appliemlt of record has not Deen retained far m ;. �! I, .i Q Bedroom=i su ers ien of construction and sPend/pro 9� inspection._ - I I I ( Guest Room I � —————————- i i� W4 I. This plan is approved only for vark neented en the rl- UNEXCAVATED I I; I l 1 3' 8° 8' st�iom orc ntion ot[oche rdiedation enuLmla�lo be er matters i; 4'-6' 4'-0' 4'-11° 5",4° considered either being approved or In accordance i-— °;' —— I L_. I {I Roofed Porch rrith applicable codes. 19'-11' 12'-1 w4 5 4' a 0 5 3 0- 2 5" 4 1- 0 4 1" i 4' 1" 4'- 4'-1° �- 2 1 19'-11 12'41" To ANSIONNc POOL E A-GDd A G04 _ ———————— EXPANSION PCCL.SEE ——————i— SHEET P-100 FOR — r— ——1 32'-0" r 1 LOCATION k DETAILS L PERIMETER WALL INSULATION 'I -4 WOOD FRAME WALL INSULATION{ -4 WOOD FRAME WALL INSULATION{ { DASHED LINE 4.00 A OCa I DASHED LINE I 2 I DASHED LINE I 2"RIGID INSULATION, I I A-oD4 a-Do4 I 1 R-VALUE= 10,CONTINUOUS uP ALL GLASS WINDOW ALL GLASS WINDOW PROJECTADDREss SEE WALL SECTIONS ON THIS I U-FACTOR =0.27 I 1 U-FACTOR =0.27 Constantine's Residence SHEET. I I SHGC =0.18 I 1 SHGC =0.18 BASEMENT DIAGRAM 1 I z FIRST FLOOR DIAGRAM I FRONT DOOR I s SECOND FLOOR DIAGRAM FRONT DOOR 1 275 Miriam Road, U-FACTOR =0.25 U-FACTOR =0.25 EN-3 scatE. 3/16°=1'-D° L—————————J EN-3 SCALE: 3/16,=r-D' I ROOF VALUE I EN-3 SCALE. 3/16'=1'-D° I ROOF VALUE I M attituck, NY 11952 (BASEMENT FOOTPRINT=1,608 SF) (1st FLOOR FOOTPRINT=1.608 SF) 1 R-VALUE =R-49 1 (2nd FLOOR FOOTPRINT=1,608 SF 1 R-VALUE =R-49 I DRAWING TIRE ALL WALL VALUE I I ALL WALL VALUE { MIN. 3-1/2"CLOSED CELL MIN. 3-1/2"CLOSED CELL 1 ENERGY ANALYSIS SPRAY FOAM INSULATION i 1 SPRAY FOAM INSULATION (3 OF 5) R-VALUE =20 I I R-VALUE =20 1 IN 26 WOOD STUDS I { IN 2x6 WOOD STUDS 1 L----------J L----------J SEAL eSIGNATURE PROJECTNa. CK21-016 DRAWN BY C.K. CHECKEDBY C.K. DATE: 04.07.2021 OW APPROVAL a DATE DRAWING NUMBER EN-3.00 Shad 14 of 21 Cherico King Architect,P.C. 32 ° Architectural Design&Planning I AS ROOF JOISTS TO 9E 3(r0637[h SVeef,2nd Floor i 240?16'O.C. Long Island City,New York,1 I 1 Ol o(MIDPONT OF GASI!1 E-mail:I'cheri o@ckingarch.com I ! PRO II I�I I III .� M I It IIII II 1 li I _PROVIDE 8'THICK CLOSED-CELL I RMNO REY.DATE QI SPRAY FOAMS INSULATION IN p CEILING(R-49) I'I � ��� 1 o�^mr Issu®FORmEuwwwlRtvlEw II I II IPp I ICI , iI 4 f � I I � � � I� � m.,uzer �roa zorm+a REvflv ! a aeat.— L5511®FOR COBRENEW ALL WINDOWS BE'ANDERSEN j ALL WINDOWS TO BE"ANDERSEN WINDOWS'A-SIRIES.LOW-E WINDOWS'A-SERIES.LOW-E � I i SMARTSUN,SEE SHEET A-005 FOR SMARTSUN,SEE SHEET A-005 FOR IIII u I SPECIFICATIONS Il+� SPECIFICATIONS U-FACTOR: 0. 'dTI 12 U-FACTOR: 0.27 1 � SHGC: 0.16 SHGC: 0.18 it II I III I,I I �' 2nd FLOOR(F.FL.=74.92') 11 ROOF D ( ALL DOORS TO BE"ANDERSEN ROOFED 1a PATIO WINDOWS'A-SERIES.LOW-E I' 'I p 11 1 i 9 11 I I _ SMARTSUN,SEE SHEET A-005 FORt SPECIFICATIONS r c�Ca � i l i U-FACTOR: 0.27I 12',i a SHGC:0.18 4•I 2xi0 ROOF RAFTERS �I� �2x1`0 OF RAFTERS 1st FLOOR(F.FL.=63.92') EL.6 92' II it 116"O.C. I ! p i6" 0 C. e STONE PATIO m IIII I F TOP,Z; O WEST FOUNDATION WALL — - --_I !t'I''" " I •� � � I ` �� V{ W�nd.y LYndo.l o k _ p I r ` EL62.93' EXTERIOR STEPS - - TOP OF EXTERIOR POOLON WEST INZL l h I .IIII II 1` ! y i31 TOP OF WEST FOUNDATION WALL - GRADE ON VEST WALL € ------ PRO VIDE VAPOR BARRIER OVER 2' III j GARAGE SLAB Ca EL.54.92' 1 E 5.65' m � ! !_ RIGID INSULATION OVER FOUNDATION It I El = .. .. - s .�- -.r_, .. ,T•,I li r WALL(R-VALUE=10) I I Ij k a lI it j` n l II f�hJ•— I, ill il' it 1,Gli ':,'� �I it III! -I:,�_p i�'I !I min ;�I�II �i �I f I! p [ ;� II - I I I J PERFORATED DRAIN PIPE I�...I=.:Ili�•.Lellul II ,� � ' ,...aF�ll�l:, u: il,.�nl, I INN�I �i.�ll;fl ,ul r,!d. ,II lily I,I � .IW�nl�:h„t;�l:, 'li r -- •I y�i t II q I`I � !�I IIIJI I '(� EE PROVIDE 24'WADE PERIMETER l I I ) i Ili I IIII 111 I I I Ill f 481 RIGID INSULATION(4'THICK) �� I I 'III •I I, I I I I I�I�j + I ffffff All Ideas,designs,arrangenents and plans Indicated 1 f ted by this droving me owned by and BUILDING LONGITUDINAL SECTION — 2 I ' I �II�I ! �^�'�° CONCRETE SLAB OVER VAPOR I t: I ! �' I k i' I I II � I the property of Monica Kng Architect PC and Were ENd SCALE 3/16'=l'—O' BARRIER&6'CRUSHED STONE I s i I { I i s' °p (THERMAL ENVELOPE) I � FkrrI ) I; I �. created. with anddeM edfjeauneand in BASE ON VIRGIN SOIL !``` I I I I r I� I I ideas.dd'�n. the specified project.rpr None of adI li ff l s, gns,arrangements, o reprodmy p rof s I plans sh-corporation ll he used by or ypurped to my pesaa. Ffd r-I �'Trf ) I 2x8 8 t th t cep press farun any ern n atsaew 16 O King Architect, the express Written inn-i an of these I 1 King Ardliteet,PC.Written d'anecsions on these it 1 drawings shall have precedence over scaled — I dimensions or all dins shall and and ibe o joresponsible. t far all annet be and conditions al the do `I =q loon and this office must be notified of any y these ham the Gmensions and conditions shorn by these dravIngs. Applicant of record has not been retained for ICGE / supendsion of conshuction and Special/Progress PROVIDE COLLAR TIES t9'-11' 12'- Inspection. ®32°O.C. I-— —————- This plan is appr..d only far work Indicated on the (MIDPOINT CF GABLE) L—). ATTIC CEILING INSULATION I application specification sheet All other mattes PROVIDE 6'THICK CLOSED—CELL I shorn a with applicable not to birdied upon,or to be I DASHED LINE considered bl c being approved or in accordance SPRAY FOAMS INSULATION IN o codes CEILING(R-49) I PROVIDE 8°THICK CLOSED—CELL I SPRAY FOAMS INSULATION IN i SAVE ATTIC(UNFINISHED) s ATTIC/DIAGRAM I CEILING(R-49) I 5/6"GYPSUM BOARD EN-4 SCALE: 3/16'=V-D' COMPOSITE CEDAR (2nd FLOOR FOOTPRINT=1,608 SF) L—_———_____J BY'NU-CEDAR'BEACH HOUSE SHAKE SIDING'OVER WATERPROOFING MEMBRANE if 12 2nd FLOOR(F.FL=74.92') PROJECTADDRESS PROVIDE 12'CONTINUOUS SPRAY INSULATION ALONG PERIMETER. COnStantlne'S Residence - 5/6"GYPSUM BOARD 275 Miriam Road, 2x6 WOOD STUDS®16'O.C. WITH 3-1/2'MINIMUM Mattituck, NY 11952 CLOSED-CELL SPRAY FOAMS INSULATION(R-VALUE=20). DRAWING TITLE OUTSIDE COWERED WITH r ENERGY ANALYSIS 12' 12 EXTERIOR GRADE PLYWOOD 1st FLOOR(F.FL.=63.92') SHEATHING (4 OF 5) GRADE GYPSUM BOARD SEALASIGNATURE PROJECTNR. EL.60.22' S/6° CK21-016 DRAWN BY II '= C.K. BASEMENT GARAGE SLAB®EL54.92' r: CHECKED BY PROVIDE VAPOR BA"- OVER 2'RIGID INSULATI — Y I,J . .' OVER FOUNDATION W — I� ! e '' DATE: ` 04.07.2021(R—VALUE=10) • PROVIDE WIDE PERIMETER DOB APPROVAL6 DATE DRAWING NUMBER z RIGID INSULATION AROUND THE CROSS SECTION (BUILDING ENTIRE FOUNDATION EN-4.00 THERMAL ENVELOPE) Sheet 15 of 21 SCALE: 3/16"=1'—O' DesignCherico King Architect,P.C. Architectural ' Lon Island City,New York,1110 1 - - - - _ - �mn,nnlr- -- ' III minim Nnnmliii' • •• - R — ' "' moil III nnmtml Imntmm■,...m1n� .. .1 n'rllmrnm�Il1,m11,m1lmnmr ' mlist 111 7 - - _ �ii'inii GIg�I. m�nnnmin rf,�n lriinn fad afa , ' , �� _ I ��iiii�riini Iiiinlnimi nimrilimnmliliilii� ■■'hiii,/iin nnnmmmmlH�nlii nn ��Ii��t�/ ' -_ II a,Iillli� QI I Imm,nm,ll'1� ],Illn III,IIIIt,In=';��'„I,m1lmnlmn,im111,nInItlml�� inNlmrlllmlllmmtmnin,llinrlll,nil� 1mm,mlm,E I•� mm1 I�j , _ mm11UM,n mmmmmtn/Ilm,nmmmtd nnl,mmm�mlmm„I,filllrnm,mn,5 , nii m��II��om�min°mm L) i1 L�I� ' �► M alluimn iril°ni11,n�limmmmiNrimrii� ® nnmi liiu aim m1ml,t m,1■°I' ••1 1 . 1 1 Immmmmmnmllmmn,n^'■�� rurllmm��,11814 rm,immrmumm,�imnm, nN11,INU11W ''' ' ' '• ' mlmintmnmmlmnnm@ pnmlml,r r_mlmlunmtminmamnpmnlmnm n,u@ml1m, • 1 mlwmu'ml,mpnmumll� � 1m11mnmmlmnm,mmnutmun,munummlmnutumta I�nu�grl - _ � immunmm�lllmlmnm,ml�� Immn,Iummmm,unmml,m,luulmmmmlunu� nngauyq ml■ny■u. S 11tlyf■ut■n1y■Ny■�■nl■� ,nmm�mmmNntm11mn1 @tmB,I,111tI,I11nmW,llm,mpppnNM,Ipnmin,IM,�� - iiiniimuimiiimili,R w.maiiliiilnitn�uummmmimnmimm�, - I/mmlmNpu,nlmnmlmm,mumin/mm@tmnu®�I® mmmnlrmnmlmnumnunn,mlln,mm�wmnumm 1— r.n/Ill,umn�mn�/111►1 I'►tuyNmmMlmlgNn,Ir1■w■Wmnmrm�p nl�nm/nmr11OI,Innn111nr,tmrlll,ll'-11nr11mri11p q,Wtminl,m,mimmulmmmnmlmm„m1„ml„Ir11Is umn mm uminnnl nnm n nmlummmlMNumnn nlmmlmml m/@nrnturmtml„Irnxir@uml,mlmmtmlunnumn� 1,m ee eta m ■L ,■ Ilnunum rae era nmlmll •, lmmmmuWnu, mm •mu,nmm -mu,mmp�m,,�mnu,Inn,nm,mtmptnmu,mummmmn iuliin��mt�/, iim° immnirili 1�1 nnr�iu,n - 1 i��p,�11 in mirlliniiiflimmiin�niim'L�Iiitiiiina,�°in niniin'iiiitiliiugrlllmniulrirrilnlilalliltno nuui nriln,nl,nnillimilbi °°nnn 'mni 1°Ii nmlilnm I�in1�Ll,lnl '" iiNn�°n°1,�11 minmmmmmm Iim�rrnimilmloilali iatmnminium�nn Iiinilalt°uilinminlmmlq, nnn,n I� _1,;nr ,tI !pnl ,rmnl i111i1m �InN1i111IrNR/j nrnn niniiliiiimmin�nll Irniii iliin,nnmiln �Ilrnllii m Iril�inimlmiri Iinn,,iim Inin1°i nmlmn�ilmnilmiilb{ m, It III mmn/mIII rmn,�nill,Ir,ntlnnmmmml mm�nmul,mmm�l,um,mmmmnlmunmmnnn,Irl w.....� Gw',mnunnnmiu,li„umnWn m iuminm i°miim nnli nirill i n �ilmllliiu� ,�I nn�� ili i n■n/nn%n u�Ilimjwo nisi t ,1ll Ii1I�I� � �J � � � EII �_ {�In/nulrnmr„mmmr 1n t¢ ® - •. . _ nmlmmununroimnmmlmnnmlm,mtil,nmmm/1nh1�-a�� - Immm�mlmmmN, mlanmmnnnnmmmununmmm/nmrommnl/nnfl I .��•..��•�■ n,c,�in m,q,nmmmmlmnmrnnl,mr-••-_,-Iummnmmm 1mm-�.--.-••..-•-tnmmui/mumnmlmrnnl,nm — ----_� ;,Inn■ �■ mom_P m1� .-n•INu111111 nmmmlml,n n nnnnu,p @u,I1ID11 u,mn,mnnlm,ma,@tmntlr'•� y 11,Irntmm,mllnNlnmJm,1 N mn Immlm L�mmrImlptmllmnummmlm/!■-: - t.',n1 i■■■■■■II � �' n,nuwpnNmnm„f„tnl pNpq/Ill,mputi•m■mimpnIIln,nimlll,l,linlrlll, " 11°„nnmmmmlumlurmE,IunN►-�@tminmumm�mntmnu,mmm,mpm„mlmmlr 9 , ltmnl,Immmlurmmlmn®iI,1°mnumnmm�unmlummWmm mnmimm�umummmlmonummN,nwnmin,mlmrnn�nnmml,mmm,I,111mm�mll,�Ia11 oml1°mt atillitannut nnil u°= - ._:1■■ ■1■m■41gNny■uui■uw.wyony�•uymn,nuostn®u. ..• o -. .• or represen by this droving are mmed by and the properttyedof Cherics,long ArWtect,PC.and - ® © -Wed.and d1v8oped for use on,and in ones designs, without the exixess written Pe"I"f-of Cherie job.and this affice must be notified oftimony votiotion Applicant of ,,.d has not been retefsed W • — — — �hmm are not t.1be relied upon.or to be i � - nlmm� . nsid-d eitho�being oppf-d or in accordance �i,mmm�,ly.nmII mm�mn - �nmm�nw •� ,. , ,. , > . /m,mn,mnn►U.urmmlmnui,,`� '• r•, . ,1pmm,m,Imnlm..,ml,mnmm,mntlw� m■Imm Bill nrnwmmmnnmmnulrm,anm ` -- - , nmmnrnlm/olpmtmnnl,@nm n„Irnlmii► -`'...- - _ - - - - z _ �� «""' ■a e.. -��� .-mat ••.. ,. , 1 , •• _Qlglrlp� t \' � - , , Itiannniilitl�oI Iairnilinuniaiu -- nrI°m@,m,""' �.mpinmuulninmli mi i( mlmnu yp� MINI in 'iw"mlmn , t 41 n/,n 4in umim,Nmn nnmu°°ni, ip"� ,m° minmim Ii1i n in nnnld' r � �'�� u ' mrlu nmm°°Nimlinuiuunnim,�nirnmmmi°Ii1'© m'II"u1n nu mumm ImJ Im°pgmmrmnNm 1Im1■IN Op1pI„Ip I ■Np,IR 1 t t . UI„I,mmn�•mnnNp,Irmmnln,wm.dm,111mnmm nnml//Ipnml,m ,mpnmmmin/.J tq■N■t■I —— iIn mnmu _"- .i''rr._ � m■mtlylnt■lumOr■. , , , t, ,. , •'' ' ' '• • mngN1111Wnmum�mpu,Impminmmmlmlxlltmmmutlmuunl,„Iaa 1mtlmt/mInu,Imr1�mn,mlm,ImNu,mu,nlummmnnul�J I�I onpuumnmut,mmlmmNin PROJE ADDRESS ■�--- . Residence MIA IM {{ 10 �tymt■ 275 Miriam Road, � •"�""g'n•t'�n ■■ty . INnfi-ilfi,Im�iin,lnuu�ln nl—ini■—li■ Sell yTi■niiolnNn,m„i - �IlJlrmmnitl/n„Imllmlinmin,lltmnlmn„mnmmn, mm,lllmlptmll,mlmrllltl,(Ilnlm,mpllmlLC - mmal■u■m■nmm�.M■ tr nuy■ARM to v■Nnnmmtunnno i■ i� rmmmnn,mlmrmummmmmwmmmmnlomlmnmminmlmnmm�mmmmmmnimm,n 7 I p•Dtm1■t■m■w■tnn■I\.� _�itmtgmtm�t qr,„u■,n■mnmt■,■ � 1@nrmll,illnrlllm@,,,IllmMIMI ,p1I11m111111/mnmm,IllmlMl/Illnrm,mn,m11m1pm1pt1,I11n,ipt 1 I, ■�■■■ 1 al11,■■m• ■■■■■■ ,u i tglmm�mnlmmmnnnmtur~-----,Immunnnmmminmlmmmnumnm----nlmnmminmlm un n n n,n , ., onu mnmm�nmtumu ••e, nnmmmnlunmumm�unmlunnmuln r• i@mm,mlmnluo m n m Ir t`ulroit ilm@,I.,pnmtmm �l mm�,mmlxmnmmtumuirmnnnuml �,mmmnmlmn I n,I 11 nu t•• i@mmmmmmNl,mENlm, '' Il�.l•mlt„mmmmm�mummm�umnm,I �'mnmmm,mml.1 ENERGY ANALYSIS - n n n1l,mmrioumiiin,,in,ririii,�_�'iiauiinmiiimiinmi mmnnnnmimnini ® m1°n,ni,nilmiini OF mn n n nr �• i m1 m m 1 rl,mnn,mnnnmmnn mn_,_._.__.-_mnmm,mlmnmm�nlrmmmmmnrm Imm,mmmml I nW n , @ I 'ummlm,Immunmluniiu,mnmmmlmllm,m,mnnnunminnnnnunmm,I � tminnnm nnlii emlmnlnmunmmmmnnnmmmmrlutlmllmmmnumnunm nnunmmnnm - uminmllnSim ® m m •• - _ I� n Riau n t - m,I,mmmuu -- ---,— ■u1■mtyminrlry um n I nm nnr/nnnnmlmmmmnlrnnmlmrl nmlmmmmm..■.yr11 1 -- �,imrmmnmR•mlluln umn 11„ n u,@ii/lnna _m, n"I �1111�'�iinnl m il,lpu numlotl,Irim@,�ii m�i,t,mnlnn"1'imnn` 1m"11�,mtmrt yminmumnl � � . Inns/nlmFi'lummmm,minlrnnlrnuminl,ull tm �I�ltmpai maNwlmty .'1'[� ..,.... mnm■mr J'1,111im11„ii„1�.1 - - mmmNl.....y.nmnmimmIImnnl,utuN1•-mlmnttmlm/n - ® �' minmmm,mmmmnulmu Omumnlmn, -lmnpmmmmmmmmamm n tH`1�1 =■q,1u mnlmnmminnuurm •-nn ,/Iitmuuummu,mmnmmnl © • •• , DRAWING NUMBER ® 11 a"Q✓+,o aenmw Ne¢�Wlahw Cherico King Architect,P.C. PO_r.Ox tz" vbnaur.ba Rwll..auho9pammameam�.,amen,umoan+.wx.rilron.rPOGE6mmw.ENaa�am' OISTRII U i2"ear *d +a.:.,�.d Architectural Design&Planning W,/LO;Jiulc CO". tire.wuraw°wisme[in,aanmuo,a we.bur�ma Poeul.maapYrmsMesevx cmOimr amuer.l aaene...�ma+levo:e'++arnoauq�raTnelme+smdn pemMawaep•Suamovra 36-06 37th Street,2nd Floor 11?aN O14TS GC/ICREIE OgPamwamlmn.ttwviN anAenuuhwABvn,W.iiw.beWl0.ea•wOolaSeG ra(Ih Su1.ma.hwx..a TO LEACHu'lG f"Los enIARPM zar_ w'H0o`•'�i°'a—anno1T"i110801e°°roOp°tla1°®1ep0u"°wrs'r.m�Pmpa`v - Long Island City,New York,1I101 \—\` - ab� Pmaan.iura�o.da.ann.m.xeam,se Pmamr.a Pma.v.+.rnm�m Tel:(718)392-0078 -MiOt:DE SPEED LEVELER- s - �:uM pabe.lWaWrso�awbua�.wiaas,r syvwa®..nyam.Fwnora.rma+bn E-mail:Cherico@ckingarch.com ® Q"F.'PGr1 y7U,TLET Y.»TAnm W OWIe a@wva mA MURNuaMexhabenmof dtbratwambehpwveO.VatWa.vA 12 iHICri UA'DERDRAlf` mlMl a awmundeYv"Yw>anaehaahwhaerahnabpa,no wnaradrma.amWmmwnmNNandtz PEV.NO REV.WiE OESCRIPfION 9 R Ai.41ERW-r:Pc-7 FafR.pNr .cnvhbpaabPalw.aiarmva.pvo_.bhelP.�ahbw.tlo,hWmmmnrhamwha.mAavae Pi1Glala plpemryMpl{M1mMplarlgtltlaUE.M4 veiJpmiNb.,,WmvndtapN®apoyp�stlM1dev®a 1 N26 ISSMFORMEl1MNMYREVIEW POLYLOK D—BOX DETAIL p.SEI�KR Pn.'1E'. 3 a.+a.lah 159Jm FORZmWa RENEW (r}RLY11) PhvAlaZ'wMRlpel.mdwOWlBhwan�malyl.rv°pga>♦�bneh� N.T.S- PCPmE.baOH a roM�neac—a �IhmopWAw WgoevnlpaW HbA• 3 a4M Al I59®FaRa09RE EW p:1d $DR.ss .asg,aa+neovn+miwvmaemmwehaa GElda &a®Lq.abetwnd,lnAm piaAbdwlwn vnWDYvis(.,abl®ms.wa®aaaw�p.awwa,m w Q} m_Ms ?�.umaam,aviyonmeW°Wr8 `` Z FFfW GMV G TANK 7.aehwOWlabaAaAcanona w.lmaxa.�a[aammtltB .ep;"_ vaimiaYo9a.PaAWIMM 1 ,. .�smaw.r:a.a h.hap.hvml N5200Q,IOU°E 50.00' 4 LOCKING COVER CL 66'P4O W1£' Rol ADAPM P—mcU*a.�Hneht0*afafPlDN. Ym4aanflCm@aeYaamaQnafiw FuaalerGeOpa M/a.11obartauWWVebtiekah�wtEclme�/WeOa,N 21 bdaNioVm,v.fadatlwll�I Vrd4' �. �r — GLEAN OUT -DETAIL Q 36'%36'XS'P.C: RENOTE'PLC CONTROL N.T.S. taato—a— aurmnph �. N L SLAB WITH bX6 PANEL V/HP80' V14XVLIWVN IpMPRESSOR a MwWhp W e�ph,¢,lmatriaiirx�elbyaea4Atulmiaaoat6,lmkamwlnfa 0.11b Whwtl po[mmilNm fOlaRlumaa OOYtMaOnDDog mmrt.le.pCLeM�siwa -_. : Al.n@atir.ero.wam[:}aamm.bdmanaubM..aenaoamce.a�rOM1r�Aaurtl' mCewr.aaroaaaol_ t O CONTROL PANEL 6 AIR PMP•ELPVATICN ¢mhe psKa�,nentamv�peettrAl lrYi.Apeh.'�•batlelmnP.ENA)ytepetlBrabos, 7 I i z POOLatroa.mmmw.�nwmomd,bwa+a®.d�a.a�eawp,_ i� O r .ya�pl�°aamoao'wwpr�.n.wa.mc+•.mae+r+bmvmaauoam..uel..e BACKWASH i ITIV�'. POOL o , Immm;�oo�naay.p.,.nalmagn.nwwc.aaml.As°,..m - (n OI� PROPOSED STONE �'N zP'�an q.Y'�kslL�a�MD�mmGv..aMaaama6ao.wmrtlt/aratla�lmmlb .•' awwowrsbwa.hmv. O 4m.m�bmlahmaaaawp.P.,P.�m.otm�ca.m��,.�ym,evocpa � � �- PATIO CON GRA�— ' I � 41ai..a'aafarh..ara.dq.lx�rro'aiemnpaN bba.a+raaw+P�nP uupnuen / c /awl PROPOSED ROOF ORYWELL I° b' ROOF ORYWELL PANEL Genend LLtUa,ctlan Noses .I --�— i CI +.� ha>mssoaazdArAw UP, a.mmmAv aeA "¢nronffmo� Arwuaw�rxa ue aom APPROXIMATE LOCATION I OF EXISTING HOUSE LEAS It (TO BE DEMOLISHED) srmwtm' a."E wuwTx`�E``m"n�nrcl�le °�"'iuo`aa, s"wca*ox>r II SHAWN Jul KS. rtA!s Raaw;Aw w6rMcotwtm�D.�ma&tYxl�neA PROPOSED a .wum='wawrous aA mow:wm.mesa�aowa aaa 37C9 ( 5BEDROOM4{ISTORY GRADE ELEV. 53.94' FRAME FIOSZ :ruuasmAehew,eara. oaassaaceeoeR�naFw wm,m�a.eoum — CONCRETE PAD- I FmeaAUAwswase oarowwo�awnarnaeo..rEeeReFwnsaw,aars.0 1"mxvurwiemisoFs..srtF.a®wswuwr�eml®am.>:srE FOR AIR PUMP -fgl-FLR ELEV.=64.0' APPROXIMATE LOCATION —Gs'SANDY LOAM(SM) Pic mama.PA,R�. All ideas,designs,mrongements and plans indicated AND CONTROLS F wx cnPRLss'ae"' +"�' e.AuvFa:u+ramueruRee.swueEA meyT caurnvummrarmm�rRmwTr�a - or represented by this dravmg one omed by and k OF EXISTING CESSPOOL TO v the property of Cherico King Architect,PC.and were .atrmrnsramctuaesauu.acwwsacnu�el+xa®�vmwrsrf®Rnxma>m� seated,edevelopedhed�and developed for use an..and in p.0:IN BE.REMOVED. t.,°araAar rops�aAzprYa�lsaa�4a„A.,p- W eonnectim with the specified project None of such ideas,des %orran�- +uaapasaeenvenmr,ea>mr rasa-.xrnnnRn.�,tv�sroscma aesr rro a gn by rnts,s to anym of ELECTRIC RISER DIAGRAM wavalrTlaTRNa<aamoRannrexrroows�AhssAstoumsohuttonaeEMRxs, Au° _Pb_Pb_ P ar aoe-n. —., BASEMENT v Ions shalt be used b disclosed to an N.T..S. .. ram,a rorpaation(or any purpose whatsoever ELECTRICAL �I resr MIXED SAND WITH cseaa,m,�lcr..maaamoaan.was®oeha CONNECTION IN HOIE ll GRAVEL (SP) +s.eu gwasuawl'esapsarauwabiiwrea.LcmaAsmmor.wim.moamr"1>�rtou•uanu � without the express witt.permission of Cherico CONDOR up. "°""°am"e"T'sos'aa""msrsnmro'wc'na'Fs`- a' Z King Architect,PC.Written dinensions an these 'PORCH u:AuoovasanrvrwrawNraxrt°tur_wtiEsom+em.ro cravings shall as. ced..—s l GARAGE Pe f tl€OSY W 0 d'lnonsicoe Contractors Sidi veri and he VENT LINE 550 ,v ELEV.=5.09' 1D/4/19. mmmarwmumeFanwra roraawasa ommoumoohwsnroravumrmwvnnsa ospahsble/a all dimensions and conditions an the CONCRETE CURB SITE jl 553325.1 NOTE; laawiMnahraNall3 auuwwArmnnaeualNa�nawuronahma4eAvrtinho Z = and tlhis officesmust he notified of an him w.a.wuwPawA®.aamulwsuumhaw. job. y wrier AIR LINE (� from the dimension and sanctions shown by these 0, I THERE ARE NO DOMESTIC WATER WELLS S14NITARY SYSTEM DESIGN = W = � ��ngs HYDRANSpo oN11: E: I WITHIN 150' OF SUBJECT PROPERTY (� a 0 ^ � Applicant of recall has not been retained for 17:0' 01 supervision of construction and SpecN/Progress APPROXIMATE I` ✓ Z ^ inspectian. OCTOBER 14,'2026 5 BEDROOMS LOCATION OF D-BOX 5z ' - UG ELECTRICAL NOTES. -� r��I NO WATER ENCOUNTERED as HYDROACTION — AN500 = 550gpd' F EXISTING UTILITY s SERVICE 1.0"FROM .4 This plan is appro+ed oNthy for work indicated an the POLE + PROPERTY LINE LLI application spec catim al All other matters 1 �. x shown are not la he relied upon•a to be t H' o PROPOSED .. ,i C8'ip 8'D - ^ a m vh e codes.g approved or m accordance 1EA G = coneiderW either ra WATER SERVICE _ [2] is X eep Leaching Pools p 1� 'th applicable 8' eep Expansion Pool (GRAVEL) j {21II'Dia'.x8'.Deep .. .,j {tfstarlenostmtsdbsms°eetedbvtfi° C m... TINE ,•• �1� 8'Dia X D � a Leaching Pools W/8' '` CONSTAN ( 1'' 1 5letfdksountv.Deut.raiHeattk5eivea°s ,fl Q TRAFFICCOVERW/ 5 I lt[d31)SSZ�SISA 3ahatusin e 275 MIRIAM RD \ � Ca .� heavy duity'cast Iran covers advance t°;c6dulrrins"ion(s'. �N" � min.60lbs.to grade w 0'_ MATTITUCK,.NY w c f - - SCTM#1000-99-1-28 [11 *Dior x 8'Deep ASPHALT Ex .Pension Pool W/TRAFFIC O I DRIVEWAY J B PROJECTADDRESS COVER WI heavy dutycast iron .O / O. covers min 60lbs.to grade.THIS I 1x "' p P Aam Constantine's Residence POOL TO BE INSTALLED WITH CO ; � . I {?1 o� OTHER Lot 1 /� N , ' six i •• 275 Miriam Road, a Mattituck, NY 11952 And.the-CincJnustbe, w D`eslgn•Peifessl Ora lsCer fcation;Renuiretli 357.4a' Capped _ `_ v— —- r SUbinit P£or'll.rtificationc For DRAWING TITLE - -- $ 'O 'QQ° Q,QQ' - `; -- - - a}. Tht'Tn�tallation Arid ConsfXmtian d he%wage Dispo41 SVstttn SANITARY SYSTEM f PPROXIMATE �` A[7antlonrnent of the a isfmg santCay system musf be in 1 t) arm-y/E 07$ DESIGN LOCATION OF EXISTING ` confarmancevAthahe DapartTnent's requirements. t BILL OF MATERIALS DRAWN BY;.JF/JP UTILITY POLE / Subunit completed forfil.VSANTvl-080 as prdof m APPROXIMATE LQCATON 'poll OF*Nq • • s EAL B SIGNATURE PROJECTNo. OF EXISTING WATER MAIN. a0 R�GNt z MARCH 17,2022 CK21-016 u t e e SUFrOl COUNTY DEPAR fl QF Hr_ALTH'SERVICa DRAWN BY (PROVIDE NEW 1.-1/4" /MQ p�BUC a UNDERGROUND WATER, i50 Yn ne w Ptl Foil APPROvr�L 0i.CON&RbcTiON FORA. C.K MAIN SERVOE TO THE v no r HOUSE) •• r F asF am a:n acrE t $ItdGLE FAMILY@6[OENCF.ONLY SCALE:AS NOTED CHECKED BY rcF uo-rroo. c sn-�n>_..oc.ric_ C.K. Ttr a+es•�h.onc rRa'-",a"5�+3' ro•'ca;,; - SHEET NO: DATE: DATE s/z01202z I'tiEF O _ R-22-Ds58 04.Gz2021 • 17— Fw-reooee APPROVCD- .- 11011 IPROVAL I DATE DRANANG NUMBER c':u ..�. :i•x-a FOR MA.KIMUM CIF 5 BFL1Rt50('diS P-1 0Q.OQ HYDRIO ACTION EXPIRE THREE YEAR$FROM DATE©FAPPROVAL Shen 10 of 21 SITE PLAN AN500 DETAIL - SCALE: V =20' SCALE: NTS Cherico King Architect,P.C. Architectural Design&Planning DEPARTMENT OF BUILDING NOTES: n MINIMUM 2-0 rl MINIMUM 2-O 36-06 37th Street,2nd Floor Long Island City,New York,11101 ALL WORK SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THE 2 Q 7) HOT AND COLD WATER PIPING: ABOVE ROOF ABOVE ROOF Tel:(718)392-0078 RESIDENTIAL CODE OF NEW YORK STATE,ALL AMENDMENTS AND RULES AND ..PIPE: COPPER TUBING,TYPE 'L' E-mail:cherico@ckingarch.com REGULATIONS OF THE DEPARTMENT OF BUILDINGS TO-DATE. INSPECTIONS AND SIGN-OFF OF COMPLETE WORK SHALL BE MADE AS PER LOCAL JURISDICTION OF THE b.FRTINGS: WROUGHT OR BRONZE aEv.Ho REv.Dare oEScwFnm GENERAL ADMINISTRATION PROVISIONS. c.JOINTS: 95-5 (TIN AND ANTIMONY) SOLDER THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION t aa.zsxa 159JEDFm RValMNA4YPEVIEW SPEORCATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, d.GATE VALVE: ALL BRONZE, SIMILAR TO STOCKHAM B-109 OR TO BE CONSIDERED AS OTHER BONG APPROVED OR IN ACCORDANCE WITH e.SWING CHECK VALVE: BUNA-N OR TEFLON DISC, SOLDER mtnzoxh 159JEDFm ZeaN[i PENEW APPUCABLE CODES. ENDS, SIMILAR TO STOCKHAM B-301B 3 Oem.hlYl ISSLE.F.R DOBREVIEW ALL PIPING,VALVES AND FITTING SHALL BE SUPPLIED AND INSTALLED PER THE 2020 f.BALL VALVE:TWO PIECE, BRASS, TEFLON SEAT, C.P. BALL, 4'STACK 4 STACK PLUMBING CODE OF NEW YORK STATE SOLDER ENDS, 400 PSI, SIMILAR TO STOCKHAM S-215-S. & VENT & VENT g.ALL HOTA NO COLD WATER PIPING AND FITTINGS SHALL BE SCOPE OF WORK INSULATED WITH FIBERGLASS AND COVERED WITH ALL ATTIC THIS PROJECT IS FOR NEW PLUMBING WORK AT 275 MIRIAM ROAD,MATTITUCK SERVICE JACKET. PROVIDE VAPOR BARRIER FOR COLD WATER ROOF IN SOFFOLK COUNTY.THE SCOPE OF WORK INCLUDES THE FOLLOWING: PIPING. INSULATION TO BE MANVILLE MICRO-LOK 25/50. GUTTER & 1. PLUMBING TO NEW BATHROOM IN EASEMENT. tat AND 2nd FLOOR list INSULATION THICKNESS FOR HOT WATER PIPING TO BE NOT FLOOR KITCHEN,OUTDOOR SWIMMING POOL LESS THAN 1" OF INSULATION. INSULATION THICKNESS FOR LEADER , 2. ALL APPLIANCES AND HEATING EQUIPMENT TO BE ELECTRIC,INCLUDING COLD WATER PIPING TO BE 1/2"THICK. 2 � --�- --T--- _2_ F--I--- STOVE&HEAT PUMPS. 8) SANITARY, STORM DRAIN AND VENT PIPING --- - -- - I „ I 1 ..PIPE: HUBLESS CAST IRON SOIL PIPE CONORMING TO CISPI 2' 1 2 2 1 2 1 2' i I 2 1 2 12 1 2 1 12" 1 2' 1 2' STANDARD 301-72, WITH STAINLESS STEEL COUPLINGS. I I I I I I I I 1 �LAV_LAV IWC 1 IWC �LAV1LLAV 1 1 IWC LAV I b.SERVICE WEIGHT HUB AND GASKET CAST IRON SOIL PIPE I GENERAL NOTES: I TUB I TUB - FOR UNDERGROUND PIPE. I 1.ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE g) HANGERS AND SUPPORTS: SH WER 2" 2" I 2�� 2" 2„ 1 SHOWER 2nd FLOOR 2020 NEW YORK STATE BUILDING CODE. 2.CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE THE EXACT a.HORIZON CAST IRON SOIL PIPE, CLEVIS TYPE HANGERS WITH FIELD DIMENSIONS AND EXACT LOCATIONS OF EQUIPMENT, PIPING, STEEL RODS AND SPACED 5'-0" ON CENTERS. PIPING I I C.O. I ETC. AS SHOWN ON THE PLANS. 1-1/4"AND SMALLER SHALL BE SUPPORTED EVERY 8'-0- C.O. 3 3 4„ 1 4„ 3 14" 3 C.O. 3.CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED AND PAY MAXIMUM.THERE SHALL BE NO METAL-TO-METAL CONTACT I I AT SUPPORTS. PROVIDE SHEET METAL STRIPS UNDER FOR SAME PRIOR TO THE START OF THE WORK. I I INSULATED PIPING. PROVIDE EXPANSION SHIELDS SIMILAR TO _ 4.WHERE REQUIRED, PENETRATIONS SHALL BE FIRE-STOPPED TO HILTI FOR FASTENING HANGER RODS. r--r - r--� f --7--, MAINTAIN THE FIRE RATING OF THE ASSEMBLY, IN ACCORDANCE b.WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT 2" 2"I I 12" 1 2" 12 12" 12" WITH ASTM E 814-97. I FASTENING OF HANGER RODS IN REQUIRED LOCATION, I 1 I 1 I I I 5.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES PROVIDE ADDITIONAL STEEL FRAMING AS REQUIRED AND 1SINK ISINK I IWC 1LAV I IWC I 1 WITH THE STIPULATIONS OF LOCAL AUTHORITIES, BUILDING PPROVED. PIPING SHALL NOT BE HUNG FROM OTHER PIPING I 1 I MANAGEMENT OR FACILITY MANAGEMENT. OR FROM PLASTER CEILINGS. I - 1 I TUB 6.THE CONTRACTOR SHALL VERIFY CONDITIONS AT THE SITE, VERIFY c.PAINT HANGERS AND SUPPORTS INCLUDING RODS, INSERTS, 1st FLOOR 2 2' I 2" 2 l st FLOOR ALL DIMENSIONS, AND NOTIFY THE ENGINEER OF UNUSUAL ETC., WITH ZINC CHROMATE PRIMER, OR PROVIDE CONDITIONS IN WRITING PRIOR TO THE START OF WORK. GALVANIZED MATERIALS. GRADE C.O.I 7.CONITRACTOR SHALL BE RESPONSIBLE FOR TRANSPORTING ALL d.PROVIDE APPROVED FLOOR STANDS, WALL BRACKETS, I I C.O. EQUIPMENT TO THE JOB SITE, INCLUDING RIGGING, FIELD MASONRY PIERS, ETC. FOR ALL LINES RUNNING NEAR THE 4�� -N 4 4" 3 C O MI ideas,designs,amangenents and plans indicated MEASUREMENTS FOR RIGGING, REMOVAL, ETC. FLOORS AND WHICH CAN BE PROPERLY SUPPORTED BY THE -i- th represented by this drawing ore arced by and T I the property of Chem King Architect,PC and were &THE DRAWING SCALE, WHERE SHOWN ON DRAWINGS IS FOR FLOORS OR WALLS. 1 „1 ,1 1 created evdved and developed far use an,and in INFORMATION ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS 2 2 1 2 I 1 "cannecUan with the specfiad project None of such 10) PLUMBING FIXTURES: POOL 1 1 4" ideas,designs,omangenents,an reproduction of AND CURRENT CONDITIONS IN FIELD PRIOR TO START OF WORK. ..PLUMBING FIXTURES SHALL BE AS SPECIFIED ON THEE I I LAV 1 WC elms shoo he used by an disdmed to my pesm, IF ANY DISCREPANCIES BASED ON CONTRACT ARE FOUND IN THE ARCHITECTURAL DRAWINGS OR KITCHEN CONSULTANT I I firm,ce wparotian for my purpose whatsoear FIELD, CONTRACTOR SHALL NOTIFY THE AUTHORITY AND AWAIT DRAWINGS. I I HOUSE FAI without the.press written perms.!.of Qhedca INSTRUCTIONS FROM THE SAME. I TRAP King Architect PC WAlten dimensions an these b.PROVIDE ALL FIXTURES COMPLETE WITH ALL SUPPLY BASEMENT SHOWER 2° I GRADE drawings shall haw precedence awr scaled 9.THESE PLANS ARE APPROVED ONLY FOR THE WORK INDICATED ON FITTINGS,TRAPS, VALVES, CARRIERS AND APPURTENANCES DRYWELL ROOF 1 dimendms.Cantractors shall verify and be THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS NECESSARY FOR OPERATION. SEE ARCHITECTURAL PLANS FOR 1 esponsihle far all dimensions and canditims an the SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS SPECS NOT CONTAINED HEREIN. DRYWELLS G.O. 4" C.O. I job,and this office must be notified of my variation EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE 4 G.O. 4' - 4" from the d'mensione and conditions sham by these CODE. c.IF NOT SPECIFIED WITH FIXTURE, PROVIDE CHROME PLATED TO LEECHING drawings. 10. TO THE BEST OF THE APPUCANT'S KNOWLEDGE, BELIEF AND SUPPLIES THROUGH WALL WHEEL HANDLE STOPS AND 4„ FLEXIBLE SUPPLY RISERS, TAIL PIECES, CAST BRASS EXPANSION Applicant of record has not been retained far PROFESSIONAL JUDGEMENT,THESE PLANS ARE IN COMPLIANCE P-TRAPS, WASTE TO WALL ESCUTCHEONS AS REQUIRED. supervision of canstruction and.Specid/Pragrass WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW d.ALL FIXTURES TO BE IN COMPLIANCE WITH LOCAL MUNICIPAL POOL inspection. YORK STATE. AND STATE HANDICAP REQUIREMENTS IN GENERAL ANSI A 117.1 IS TO BE FOLLOWED. PROVIDE INSTALLATION ON ALL This plan is apprewd only for work indicated an the TRAPS AND HOT WATER SUPPLIES WHERE REQUIRED, applicatim specification sheet.All other matters SCHEMATIC SANITARY RISER DIAGRAM shows arm not r bertli Waned o nto be acc PERMITS AND CERTIFICATES: e.MOUM ALL LAV, WATER CLOSETS IN ACCORDANCE WITH showssideredarm ether being approved an in accordance ACONTRACTOR SHALL GIVE THE NECESSARY NOTICES,FILE DRAWINGS GOVERNING LAWS. 1 with applicable codes AND SPECIFICATIONS WITH THE STATE OF NEW YORK LOCAL BUILDING f. PLUMBING FIXTURE COLOR TO BE SELECTED BY OWNER. P-TOO SCALE: 1/4" = 1'-0" DEPARTMENT AND ALL OTHER AUTHORITIES HAVING JURISDICTION AND 11) SLEEVES: OBTAIN ALL PERMITS AND PAY ALL CHARGES FOR ANY WORK UNDER THIS SECTION WHICH REQUIRES APERMIT. ..PROVIDE SLEEVES WHERE FLOORS OR ROOFS ARE B.PROCUREMENT OF THE NECESSARY CERTIFICATES AND PERMITS FOR PENETRATED. NOTE: ALL WORK INSTALLED SHALL BE DELIVERED TO THE OWNER BEFORE b.FLASH SLEEVES THROUGH ROOF TO ROOF DEC MEMBRANE. SEE SHEET P-100 FOR SANITARY DESIGN, LOCATIONS AND SPECIFICATIONS THIS WORK IS FINALLY ACCEPTED. WATERPROOF PIPE PENETRATION THROUGH SLEEVE. C.THE CONTRACTOR SHALL ARRANGE FOR ALL NECESSARY 12) INDIRECT WASTE PIPING: INSPECTIONS,PAY ALL FEES FOR THOSE INSPECTIONS AND TURN OVER a.PROVIDE ALL INDIRECT WASTE PIPING. PIPING TO BE COPPER COPIES OF ALL INSPECTION REPORTS AND CERTIFICATES TO BUILDING TUBING AND SHALL BE ARRANGED TO CAUSE MINIMUM MANAGEMENT. CONGESTION BELOW EQUIPMENT AND IN THE SPACE AS POSSIBLE.TERMINATE THIS PIPING 1"ABOVE FUNNEL PROJECT ADDRESS PLUMBING SPECIFICATIONS DRAIN/FLOOR SINK AND CUT END AT 45• ANGLE. Constantine's Residence 1)THE CONTRACTOR SHALL FURNISH AND INSTALL A PLUMBING SYSTEM 275 Miriam Road, COMPLETE WITH ALL EQUIPMENT,PIPING,VALVES,INSULATION, CONTROLS,ACCESSORIES AND ASSOCIATED WORK IN ACCORDANCE Mattituck, NY 11952 WITH THE LATEST 2020 PLUMBING CODE OF NEW YORK STATE.ALL AUTHORITIES HAVING JURISDICTION,AND THIS SPECIFICATIONS. DRAVANG TIRE 2)THE WORK SHALL INCLUDE ALL LABOR,MATERIALS,EQUIPMENT, HOISTING AND RIGGING,SCAFFOLDING,AND SERVICES TO COMPLETE PLUMBING NOTES & THE SYSTEM AND PROVIDE THE OWNER WITH A FULLY OPERATIONAL SANITARY RISER SYSTEM. 3)THE MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A DIAGRAM PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THIS WORK SEAL.SIGNATURE PROJEPROJECTNa. 4)CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AND APPROVALS CK21-016 AND TRANSMIT SAME TO THE OWNER.CONTRACTOR SHALL BE DRAWN BY RESPONSIBLE FOR ALL FEES AND UTILITY CONNECTION CHARGES. C.K. 5)THE NEW DRAINAGE,VENT AND WATER PIPING SHALL CONFORM TO THE NEW YORK STATE BUILDING CODE REQUIREMENTS. CHE(MEDBY C•K DATE: 04.07.2021 I `\ DOB APPROVAL a DATE DRAWNG NUMBER P-200.00 Sheet 11 of 21 _- TW:62.8' \ BTM.FTG:53.91' 8' 9° ------------------------------------------------------------------------------------------- e ----------------_----_--------------------------------_________---------------------------- 0p F� 3]'-0" m TW.:62.8' ." W _____________________BTM.RG-53.91' a ry - ou o _________ z N 0 ~ ao3 z u ZH UP — O N E- Show 1/2"ANCHOR BOLTS (2)#4 BARS IN Z @ 4' OCTO EXTEND TOP 12 INCHES INTO CONCRETE e V NOT LESS THAN 7" - o - 3 leo #4@18" OC ~� 8" PC WALL (VERTICALLY) DAMPPROOF ❑ D (6)#4 uP (HOR.) 3" CLEAR COVER 46 #4 DOWELS l.0 @18" OC (1 _ of m w -� z_ 8"X16" CONC. FTG. z Lo w/(3)#4 CONTINUOUS U `�0 N Q= to z m i° °' O WALL SECTION SCALE:3/4"=1'-O" e° (n D_0 CO FM LLL UO a m ' I a. I DROP WALL GOR DOOR O DRAWN BY:IF FOUNDATION PLAN } —� SCALE:1/4"=1'-0^ 3/29/2022 9 s SCALE:SEE PLAN BM.FG:51.66' SHEET NO: 37•-0• TW.:51.65' y/IIII'III' �O V ` \ 4-ANCHOR BOLTS SOIL DOS APPROVAL&DATE DRAVANGNLWBER Cherico King Architect,P.C. Architectural Design&Planning 1 1 36-06 37th Street,2nd Floor HSS STEEL 2 Long Island City,New York,11101 5°x5'x ° Tel:(718)392-0078 SQUARE TUBE COLUMN E-mail:cherico@ckingarch.com 32'-O' 32'-0' I CONNECTION FIN PLATE I'THICK REV.W REV.OATE orsaaPnm W/FULL PENETRATION BUTT , aa:mzt Isal®FOR FRaIwRnpr REVILw ANI WELD ON SUPPORTING COLUMN We—WIOz15 Ox15 5 I i AA WIOx22 STEEL BEAM I N 1 2xl0® 2x N i•j` ( p i s A-325 BOLTS(TYP.) 16'D.C. o_I 16'O.C. oIr ��I I is 1 n 2 Be F ii i ELEVATION VIEW I.I I I J +'\6` 20.-D. + ` ,_4° +�+`� 1 i i r,N i 5'x5'x&"HSS STEEL 5 h ,y ,. N SQUARE TUBE COLUMN W10z15 0 WIOx15 0 1; '`2xl0 ROOF RAFTERS , • 2xl0 ROOF RAFTERS' -_ 16'O.C. CONNECTION FIN PLATE THICK W/ 2xB® s� I I @ i FULL PENETRATION BUTT WELD ON 1:R D.C. SUPPORTING COLUMN I• �, co _ rO A-325 BOLTS(T YP.)j. ORw HAFTI+a WIOx22 STEEL BEAM ,BELOW -- - - --- I, l I All idea;designs,ertng oemm ad plans indicated WI Ox15 1 I, i i or repreeeded by the droving ore arced by d 2)2x I j. : b I n the property of aerim King Architectause PG and-ere ao II m I - - �• I I:' I I created,n ith he specified developed project.None of such c sce. with the i i 'f,i = I Ideas,designs.arrangements,a reproduction of I �+ N I fir, I I ! ,'I ' " I plans shall be used by or disclosed to my per, ®O , I•I . ( I 168 O.C. I � I I f I grin,or corporation far my purpose whatsoever Kithmt Me etgrws ttrtten perrnissim of hess l King Architect,PG YAitten d'mensians m these drawings shall haw precedence over scaled -- l 2-6' I qLl i:. y e•;I' ! t p_s• Cmensions Contractors shall verity and be OPENING FOR +'b+K,d'r ''" j M I 'n� I - - I rmpmsale for all dhen ms and cmditims m the t criotion fan the dunensims d condtimct this affice...t be sdshawn of by these PULL-DOWN STAIR S' �' I• S CTON22 drawn 16'o1 f i 16.0 - 1 Applicant of record has not been retailed for stpe iision of mnstructim and Special/Progress 5'x5°xt}°HSS STEEL inspection. _ —- SQUARE TUBE COLUMN This plan is approved ady far work itdi ted m the ---- eppUm a specification sheet.NI other matters sham are not to be reied upon,or to be omsdered either being approved or ti accordance 19'-1T 12'-t' with applicable codes WIOx22 STEEL BEAM 1 ATTIC FRAMING PLAN 2 ROOF FRAMING PLAN CONNECTION FIN PLATE jr THICK W/ 5-002 SCALE 3/16'-P-a' 5-002 SCALE: 3/16'=1'-0' FULL PENETRATION BUTT WELD ON SUPPORTING COLUMN NOTE: 1. PROVIDE COLLAR TIES 9 32'O.C.FOR ALL ROOF RAFTERS. PRaECTaDoaEss 2. SECTION FOR COLLAR 11E LOCATION SECTION 1-1 Constantine's Residence 275 Miriam Road, ^SLOT IN Mattituck, NY 11952 ., A ALE Cwy, DRAVANGTITLE ..W-SIAM ASTY vi SHAPE ASTu. Asn GN sD SEA,I ATTIC&ROOF R9C2'RQ7 so_ �..t:.±Iz'. g FRAMING PLANS, DETAILS s SEAL a SIGNATURE PRO.ECTNa. { CK21-016 xDRAWN BY '2L4x4xXi-AW*/ C.K. V aA.AM-sc Baas: CHECKED BY C.K.�p7F CD�Nt CC11IO S SHALL 6E PROPORTI N6 FOR WNIMUM VALUES,IN GENERAL.NOTES FOR•LOAD SHOWN ON PLAN,MiICMEVM:IS GREATER. DATE: 04.07.2021 i MINIMUh160LTS PER BEAM ! DOB APPROVAL A DATE DRAWING NUMBER BE,ui as ea.TS REACTION S-3 09Ik wlo i.-r.PEA.tit 15k -M2- e-r pip:,ux - - 2% - Sheol 19 of 21 M4 ,S-LPER;IEO 25k .M6. .J-P:PERLEG am TYPICAL BEAM-TO-GIRDERCONNECTION (TVICAL.UNLESS SHOWN OR NOTED OTHERMSE) Cherico King Architect,P.C. ,- Architectural Design&Planning Stud t0 Stud 36-06 37th Strew 2nd Floor Top Plates to Stud Hurricane tie �' Long Island City,New York,11101 Tel:(718)392-0078 ® E I� Paa��xba,tm�ar�la.-cap„ E-mail:cherico@ckinguch.com © l`a a7aheL,anifnssmnQ wep:lt. lr era�a.anm+tused, .•_Fffi!®Be(faf9lf;� DFv5pg0aysabldtekdt SpF1fIPAaWsbfe I.Nq-tJd reylni0- -.' %ar/SPNiaA'xNelLudn %SPPArosahiefadds EI3 dN4 s 'f' - aev.NO REa.OATE OESCRIPIION sio�iv tlty -. z'mv%erikm h>wn.aMlrmnFhamxtxsae- .NaN t N t R' a e ..--gD�, t¢aten mcppmteslmsinwasmakppem slHl Ab.. rlark _ ,Fes6n` wxhaw,om d t w.xsxr IssumFOn PnEubNna'/Rw x0; .SR4W. TaWeTP J 1684id.. 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Ta.atud' side .Center ' tinae2; - wr3rrisawray ties! ttSW..`_t 6W .ice- p a6®g ar)m•amrc s ® SPA t VW s f40aaa-x1W 4s ez3 � 71a � � � - uss svav � ` TV µ� 46 8 Ff6' �4d{8•x ft5' ii '¢)U + �S {-tf96_ �•" SSP r straps Floo-to- s maosea-��� � az. LTPd2� mmieyrlaoaw . p - �6BRxial�a�1B � Nwlg S!��p.�4. `• #i'. r, Sell farsery c arPo'* rut 0 aWP Y, R� TI4 a-PtII0A8xresr T' )� gR. £ a � oxBW �s t>0 mR x All ideas.designs,mrddgemm is and plansbindicated (Mt1. eap TLWfra �n meta arm am ,� tNDg Stud=to- late. _ a raprexeny 9 g are cone y qm� a the t d.sM_Yeef ILeriao,d Ardor use Pa and ece ors. at ties. _ connection with the syeufie�d profit Nme o such _ d, ' h ideas,designs,arrangements,or reproduction of pt $ t plans shot be used by or disdased to any person, {I r - (31Ymg,'OcCwt YYF'ltuea - fern,or corporation for my purpose whatsoever ogIfBWVFFIpaMaFYnat ":. without the express written pmnissim of Cherico Sill-allehorand Kong.Architect,PC.Written ameasims an these tfoe - • GagPpSS :yxNtgl•;5$ ''. I Nootsinekawntch drawings shall have precedence am scaled C H2.6A 7.Strap You Need?. ' bearing plate dmensims.contractors chat verify and be ' Win `vt,t/ r'11 ,„ :. s�4 gro �oac T- - respmsible for all dMmsions and canditions an the Psi HIS `/ 1 job,and this office must be notified of my ad tial �-VoI BHPd, s. e�wai¢p86. I strapt-c a+cloufskq..-M tram the dimensions and conQtions shown b iWde� AlAIFT&madRad to lac you quckyCetaminetha' I Y these «d iargthot6,dF Crap needed for I drorings, Ha -`, - . i eedivippt'r�tunarapmpdi.Ynd f�Farm to detaandadoonef. nax�tep3!r$eAeo2a '-� SVINC fkrrevrenat 6PL I tiortgt(o.comf ltwarri. -• • • • e.retained far lr/�SLfv,^Ri••➢r&e$DWoiSvasa`greiN"see pp.SC � send-wrapwdecmineeam 1 -- ----� supervision of crosfruaim land special/Progress s:r.^�a.ax z�„a�,-... RrraNguSmrvgev?ssawctsewl inspection. This plan is approved only for work indicated an the application spedficatim sheet All other matters o be rrr: Consider..S�trocn+gt Drrivis DWG Truss sereya ��app d saitt trades-rdiM upd,m la be •,�,;. (Mpde1 N® SQWC1`5fOtl)tasa narro with ap li el c dem9 approved a xl accordance loadita�s fiorstia s. a io tag ' #t €ite-of stud tq= t s 3ahon-torth m�led'diagoaa[ty sFk{ll p. 11 pticaispn.See p. be deferriained'6ythe. ectglnaerbf retard, f D LSTA21 - a = i'# Sheaffing cot Uplift:anchors not • . s * show n for clarity R D PROJECTADDREss needed in;tttis:area Constantine s Residence {ei(i eptsill ania6tors� 9 ` " 275 Miriam Road, tef9h t +9' as Mattituck, NY 11952 ' STRUCTURAL DETAILS r (by Simpson Strong Tie) § 1 ut t SEAL&SIGNATURE PROJECT No. # ) p.. Na1S Rnt':. - °' j _.x'`�• CK21-016 I C.K.X Sin le-Str req�)r+ ln I ppIcat[on� •"`£; .. 'fear pan 'yam NDSB 1=1TT5 .. DRAM fi7D:8.I•!�9a s)miul 1F17T,2s;hr„n CHECKED BY W use HIM . Elop C.K. LQ , 11 - Providemm. " t DATE: t I:'• *; tr7'a end dlSrdnCB 04.07.2021 s for Mand£MST DOB APPROVAL&DATE DRAWNGNUMBER ' Refer to pp,8 to for immrtant � EgU8t1famllarof f S-4 i speei#led Da s r y Coins icf6rat6ns°regar�ng fags i�Each and > 'tf era; ti on caihrlectars at�hea i0 6heel zo of 21 1�O�&6d v+')dd+ TypicdCS Installation as a Floor to-Floor Tie OIST fequires minimum j2)'2X SW.dS) Cherico RR""•`T£Gt�I1GALBULLEpN.' � _ .. .-. _ - -- _ .. King Archite ct,P.C. .: Architectural ecturalDasign&Planning Top-Flange Hangers ® Ridge Raftor Connector 36-06 37th Street,2nd Floor StructuralWelded to e e 1 Anctt� spmi iasafg-pm.hint PM ca�-rn.'Gng k—ii s.. .'� ! tY-1-1 Id-fs sssaf h,- ,,Ski.'Onoup, mai�-. <' > --� Tel:Lon(718)392-000 8 Island City, 8York,I1101 -� TivsRRlraybeL•sedv:^thraheras`4%ed 0to3Q:, @ S )email:cherico ckin arch.com -- rllstsDatiotc. See hlbfa6at m Mania IBga Ij. •9 IS � fllirsh U3*+afd,SLxi 5 ,3+ EV REV.DATE DESO MON ,,,R�ta��?'t�Ml�� e f' InSf 1Wt1 R 1 NO alS3P11 IS9JED FOR PREIIAtlNAR'VRENEW .Y.,,..a.JOCSt meWHry+ii , ', •vrdda m o t.Gach edg e!mch &rco. - odjpaffltGgodhomdar. _ •:Ucou2 saeg¢e9` `•;5+;G�'uin31 Plot `,y � • � -_�� a 0.1— ISAI®FOR ZONING REVIEW '• Codes SeePi11v6x fie! aKcry G"w.•f •'We(dtr.-umie79a4ba L-7Ctuc "`, f s 04CI= ISSUMFORDOS—EN •wYLdbiip�tss'tavmi<ttah'sati tsslimsrl Lxlpitei. .... ^'.'� c ' .... ..... - 34, ............... w r cox Y�wr« �5eon a l •$F9d DG�rBm9J/ti,VVB 31CrJBPJdOG iObadt�iJl�ifS. x.[h�. G fds Pa83Ye #Rd' C 7hatlL�fFaero[raomdstrdlUGbamim sldtmlmraglammn•s "kr - r t f>, �.,i$ y' � l'{eslapyajp�� ��.�. AeovveatbTns4s1.. pracmtalDx>& a DaGdwDs a d s my 1 a su, ,m�A eau 3' i ptaaltGr6 VWmdingsRa3dEo Wilh AYY3Stlsld.rtdc. i :.."" !,, ?R 'kf 14j 6.73Sr 5 iatb,t3d ig t� wS S 0 pC,F to-1 { �. f.rww aaax fas:�ar..�ro�ua�..wa nnirst�..ox w,lre»aurarreaa;u+gi ..- BAvveld—pplicei5o,+sMwn •I;xrK+ur xvaama to xos WA vd.3itherao:xx,�co�vtiv.1aiff vtsshxiai TYPii:alHR j tH81 i kAhnx< ere�tFctcb m;artv�s9?c`�.cpp.2t 2tror4 brsta8afian- !I I j Top-Flange Hangerm to_Structural steel Members Tw,t�.' `Yc�.•m Bd3? '" -tbfA'A6+eaEHlmdt Al temadu td)w.k us i''m '1L' �'Ieb4um2W"'[ida �m ie1Fa s2••?_ ;tW4ldBit� �. S,r�.,. . v ; r <1DtRlcR3tlk 1.8$... ,ey"W _ 1 •• ,, Fb'ire'Ld y 4ja iIW tgWeealle .1es kfix. nsp ta.masma a (Ifl•s1e 0waa.tm I* cRn "tW7N, ,-iE+.m82'69,•; zD S1lYf;ae9 Stiy¢1Lsi;p} 't$ .qgs Isar 'q 7 ow.2 1,T8 "I'll, ' sPn.F�.9 .,x"2J3. ,.. ,.:.•" .=GS L[1ttTlaa�h^Cen lxlsamlbvevfOi>3a�w+IttmAalt➢v�sastyka¢F1�mereredMigrap. .. .. I dia Re an'urt4AN(btsnWttz(1ytwN.•eT 3'Agtr 6}3Vs3mM•dK1CFCH65tt All ideas,designs,arangements and plons indonled or ad prtheproperty of resented b Cherics King Architect,PC.by were veiled,evolved,and devtloped for use on,and inconnection with the specified project.None of such Idea.designs,arrangements,or reproduction of plans Shop be used by or disdosed to my person, SGW3251nstallation toWood Stir! form,or corporation M any purpose whatsoever (CFS Trdckt1161'Regtised) withal the express written permission of Chaco "xtlhnr+-dale:LgeYsap[m¢:.Yamcmm2lcoavciwrna'sent.Y2FaC3. ,.- -ru �[a;gTgaraucattlLgct¢rig}saa$ .cesyar>.sergbscmu _ drowngs shdl have precedence over seded Kong Architect PC.Written donensions on these dunensions Contradars shall verifyand be responsible for dl dmensions cod conditions on thelob,mid this office must be notified of any variation from the dimensions mud conditions shown by these drawings �3`EGBAft�ALBUlLEi1f�.',= ,� Applimmt of record his not been retained for supervision of construction mud Sp.dd/Progress HU1HUC Welded onto Steel Members Inspection. This pion is approved only for work indicated on the Nm+marflfia"il Fiklsaifes Derlgtasi appficotion specification sheet.All other matters shown ore not to De rtlled upon,or to be nay considered either being not or in accordance :i>aWedded m 6'lppmEGg ShW11iBl Sleet =e 'mem6sm. with applicable codes '.Use r,wAd aegrreyt4 egaahlspamd top>obdi�uit vAlh::the6egt_AS art D stfaoit}eP�r,. •14NdrrLTa'beedtwrlop.w J" u"egra0y [anaucstie adgGchittn$e�1 ar dmabad gamre � ..wed •�:. (mlrtalnWti�aidDml j , •Y1�sffileies eRs requfed forts i}ct5� j U4gdsvtthi lhwGhatgaie. j LapiobdFiDafwdd (grmgraa 3,4rdlamta j PRaIECTADORE55 iQT•aeryHq G{AOEblE56m: Constantine's Residence laamam�ma�eedawaa.nRiaamaae 275 Miriam Road, annaymrep•scmlgvrnn' i y� W.• i•Igwlly „ -a,•m „aai� s Mattituck, NY 11952 ftereetilowpy - gdact-MV ci9 d wosly maypiend l emuma I+umR In wn�xlvs "D l, DRAWING TITLE mnm ' gee ° a °"""°' STRUCTURAL DETAILS s.rtmm.ammmrvnvmtsp u,aesemtueyetaeas I a: �. eedam.wrarc�tePwtrm6nwmmea.R�sa wsmw - (by Simpson Strong-Tie) eraupm�a.unemwv wvmmamaev.a�me� dtoin h Aw W aeA HbCV Cb�atYCOw�(.d0 oAsl?g. SEAL B SIGNATURE PROJECTNo. Lep.bAt Fllmdwda CK21-016 DRAWN BY - I C.K. h�It 1 CHECKED BY C.K. DATE: 04.07.2021 I � DOB APPROVAL i DATE DRAWNG NUMBER _ S-5 Sheet 21 of 21 'Flmieava10—Wald Floraew itowwwwd0Wen (eseee�a �,v��q.,•wa�,•n.�umis-.as