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Home My WebLink About44078-Z aFFntK Qom, Town of Southold 6/15/2020 P.O.Box 1179 53095 Main Rd 41, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41186 Date: 6/15/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4790 Blue Horizon Bluffs, Peconic SCTM#: 473889 Sec/Block/Lot: 74.-1-35.56 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/25/2019 pursuant to which Building Permit No. 44078 dated 8/16/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling as applied for. The certificate is issued to Levine,Noah&Rebell,Jonathan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0061 4/15/2020 ELECTRICAL CERTIFICATE NO. 44078 1/10/2020 PLUMBERS CERTIFICATION DATED 1/10/2020 Fl 1 s&umbing&H ting Inc RA r th e Signatur �sif`'g�FFD(� TOWN OF SOUTHOLD BUILDING DEPARTMENT CA 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#: 44078 Date: 8/16/2019 Permission is hereby granted to: Levine, Noah 360 Central Park W Apt 12E New York, NY 10025 To: demolish an existing cottage and construct a new single family dwelling as applied for per SCHD approval. At premises located at: 4790 Blue Horizon Bluffs, Peconic SCTM # 473889 Sec/Block/Lot# 74.-1-35.56 Pursuant to application dated 7/25/2019 and approved by the Building Inspector. To expire on 2/14/2021. Fees: DEMOLITION $298.00 SINGLE FAMILY DWELLING- TION OR TION $543.20 Total: $841.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4: Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. New Construction: — Old orPre-existing Building: (check one) Location of Property: -I`l JC CIt)42 OQVI'Z�'1 7iM u�r -5 House No. Street Hamlet Owner or Owners of Property: y1 Suffolk County Tax Map No 1000, Section -7 Block (j Lot 3,5 n.Z Subdivision \� ®��U ar17 c� g Filed Map.-7q-79 Lot: 6 Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: �� (check one) Fee Submitted: $ e� Applicant Signature pE SOU�g®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G sean.deviin(a)-town.southold.n us Southold,NY 11971-0959 sc` • �® y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Noah Levine Address: 4790 Blue Horizon Bluffs city,Peconic st: NY zip: 11958 Building Permit#: 44078 Section- 74 Block: 1 Lot. 35.56 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: James Bishop Electrical Cont. License No: 41674-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Mini Duplec Recpt 31 Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 8 Smoke Detectors Main Panel 100A A/C Condenser 1 Single Recpt Recessed Fixtures 11 CO Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 3 Pumps Transformer Appliances Dryer Recpt 30A Bath Exhaust Fan 1 Time Clocks Disconnect 1 Switches 11 Twist Lock Exit Fixtures Combo SD/CO 3 Other Equipment: Fridge, W/D, Oven, Micro Notes. New Home Inspector Signature: Date: January 10, 2020 S Devlin-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD JAN - 9 2020 _. . . CERT1;1FICATZgIN Date: �/ �'� Z C" Building Permit No. `7`Td-, Owner• � – LeVIA (Please print) Plumber: V- e IJ-7 C,-,56a,c,,/e// - /Ca �✓I�Ss irlU�►d�� d-��r'c, �%H� .�� c (Please print) I certify that the solder used in the water supply system contains less than 2110 of I% lead. (Plumbers Signature) Sworn to before me this—LO— day of U , 20 V EMMA BARRIENTOS NOTARY PUBLIC-STATE OF NEW YORK O No 01 BA6106762 uaiified in New York County My Commission Expires 03-15-2020 Notary Public,�l/�� __wC:aunity `� v �aOF SOUIyo f # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION /] FOUNDATION 1 ST Alt> [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �St �J _ nv,/ toVA61 yo �- DATE Co INSPECTOR � QT(O �aOF SOUIyo # TOWN OF SOUTHOLD BUILDING"DEPT. �ycouo-m, 765-1802 _ INSPEC, -ON [Z ] UNDATION -1ST [ UGH PLBG. Ayl�� [ OUNDATION 2ND [ -INSULATION/CAULKING [ FR MIN /STRAPPING [ ] FINAL ] FIREPLACE-.& CHIMNEY f ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ° [ '] ELECTRICAL (ROUGH) _ [ ] ELECTRICAL°(FINAL) [ ] CODE VIOLATION [ ] PRE C/O _ REMARKS: X P vwI OKv 44 1 VXO% f C DATE 0 INSPECTOR r' �j L47 R a F31mo �f SO!/lyO� L lu4 v 7 V # TOWN OF SOUTHOLD BUILDING DEPT.' °`ycourm ' 765-1802 = 1 NSPECTION [ ] 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 REMARKS: DATE INSPECTOR i� p OF SOUjyolo # # TOWN OF SOUTHOLD BUILDING DEPT: , �ycoo765-1802 INSPECTION ' [ ]' FOUNDATION 1 ST [vr'ROUGH PLBG. [ ] FOUNDATION 2ND [ Vr'INSULATION/CAULKING " [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE`& CHIMNEY_-- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �p DATE �® �3 INSPECTOR OOf SO(/l�o� # # TOWN OF SOUTHOLD'BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. • [ ] FOUNDATION 2ND [ YSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL Al's [ ] FIREPLACE &_CHIMNEY [° ]` FIRE-SAFETY"INSPECTION 4 [ -j--FIRE RESISTANT CONSTRUCTION [ ]- FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I t y DATE I INSPECTOR OF SOUTyO� 907 g # TOWN OF SOUTHOLD BUILDING DEPT.�Uo�� yco 765-1802 �v�� lNSPECTION [ ] FOUNDATION 1ST [ ' ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING-/STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE'RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ LECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS:., 6 DATE/' INSPECTOR JOHN DAVID ROSE, ARCHITECT, P.C., AIA 596 Hampton Road,Unit 1, Southampton,New York 11968 (631) 283-2051 October 28, 2019 'DEC ® 2 2019 Town of Southold Building Department P.O. Box 1179 Southold,NY 11971 Re: 4790 Blue Horizon Bluffs, Peconic NY Dear Mr. Verity: This is to certify that I inspected the insulation at the above residence. I found the insulation to be installed correctly with-thle correct R value and as per New York State and New York Building Technology recommendations. S?,ED ARcy/ Since OAVIO� TO John , ' c�h' ct, P.C. AIA ATF OPW10 NEW Y 0,R''K' ' 'erg'. _ , I B U,l . D I N G T E•C H'IV O L O G Y G AO U P Affidavit Of 2015 IECC Compliance Date: 12/23/2019 Inspection Address: 4790 Blue Horizon Bluffs-Garage/Accessory Building This is to Certify that on 12/19/2019 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness:(Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: 13ACH507 Conditioned Floor Area: 1 8581 1 Blower Door Test Result: Conditioned Volume: 1 1 122271 Leakage in ACH50: 1.68 402.4.1.2 2015 IECC Compliance: IPASS 403.2.2 Duct Sealing:(Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: sealed attic Leakage CFM@25: *** Supply R-value: NA Return R-value NA System 2: Leakage CF M@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: NA CFM@25 Leakage Limit: I 34 CFM@25 *** EXCEPTION-All ductwork and air handler is located within the building thermal envelope. 403.3.3 2 2015 IECC Compliance: PASS Signature of Certified'O'S' NET HERS Rater: HERS CIA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 01 Provider ID#: 1998-072 T m accared %' Certification #3587347 607-277-6240 Jj Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc. and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11762 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com N EWYO:R k ,r. B U I L._D I G T'E t HN O.L O G`Y, G R O U R Affidavit Of 2015 IECC Compliance Date: 12/23/2019 Inspection Address: 4790 Blue Horizon Bluffs-Garage/Accessory Building This is to Certify that on 12/19/2019 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness:(Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: I 3ACH50 Conditioned Floor Area: 8581 1 Blower Door Test Result: 342 Conditioned Volume: 1 12227 - Leakage in ACH50: 1 1.68 402.4.1.2 2015 IECC Compliance: I PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: sealed attic Leakage CFM@25: *** Supply R-value: NA Return R-value INA System 2: Leakage CFM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: NA CFM@25 Leakage Limit: 34 CFM@25 *** EXCEPTION,-jAI,Irductw,ork and air handler is located within the building thermal envelope. 403.3.3 2-2M IECC Comp ai nce: PASS Signature of Certified RESNEfHERS Rater: HERS QA Provider: = Performance Systems Development 124 Brindley Street, Ithaca NY 14850 �1 Provider ID#: 1998-072 Tom Baccarella,, `Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11762 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com c T HVAC Design Calculation in accordance with ACCA Manual J,D,& S Manual J Eighth Edition V.2 For 4790 Blue Horizon Bluffs -Accessory Bldg John David Rose, Architect, P.C. 596 Hampton Rd. Unit 1 Southampton NY 11968 (631) 283-2051 ,NEW YORK BUILDING YE'CHNOLOGY I'G R 0 U P, Prepared by: Thomas Baccarella,in Accordance with ACCA Manual] 8"' edition,V2, ,Signatur�� — Date:' Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 Route 25A Building 1 Suite B Miller[Place,NY 11764 Telephone:631495-0289 Fax:631389-2808 Email:Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report Job: 1923 � NEW YORK BUILDIN c Date: Jun 04,2019 Gwo > Entire House By: Tom Baccarella New York Building Technology Group . 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www.NYBTG com 'Project • • For: 4790 Blue Horizon Bluffs-Accessory Bldg, John David Rose, Architect, P.C. 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax: (631) 283-6960 Email: admin@jdrarchitect.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 20847 Btuh Entering coil DB: 75.6oF Outdoor design WB: 71.7°F Latent gain: 2876 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0°F Total gain: 23723 Btuh Indoor RH: 50% Estimated airflow. 680 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1424WJ1NA+RCFL-HM2621CC+R95TA0401317MSA Actual airflow, 680 cfm Sensible capacity: 19720 Btuh 95% of load Latent capacity: 2906 Btuh 101% of load Total capacity: 22626 Btuh 95% of load SHR: 87% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 21985 Btuh Entering coil DB: 68.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R95TA0401317MSA Actual airflow: 680 cfm Output capacity: 41000 Btuh 186% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. Wrightsoft® 2019-Jun-10 10 29 12 AltRight-Suite®Universal 2019 19 0 OS RSU25790 �CAPa9e 1 izon Bluffs\4790_Blue_Honzon_Bluffs_Garage.rup Calc=MJ8 Front Door faces W Load Short Form Job: NEW YORK BUDING Date: Jun 04,2019 wa ILo° Jun Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web www NYBTG.com Project • • For: 4790 Blue Horizon Bluffs-Accessory Bldg, John David Rose, Architect, P.C. 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax (631) 283-6960 Email: admin@jdrarchitect.com Design Information Htg clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 30 50 Moisture difference(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TA0401317MSA Cond RA1424WJ1NA AHRI ref 6465026 Coll RCFL-HM2621CC+R95TA0401317MSA AHRI ref 8636392 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 16800 Btuh Heating output 41000 Btuh Latent cooling 7200 Btuh Temperature rise 55 °F Total cooling 24000 Btuh Actual air flow 680 cfm Actual air flow 680 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.033 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Kitchen 198 5052 6450 176 215 Bath 59 1639 305 57 10 Bed 193 2223 2993 78 100 Laundry 14 0 0 0 0 Living 394 10554 10683 369 356 Entire House d 858 19469 20432 680 680 Other equip loads 2516 416 Equip. @ 0.89 RSM 18617 Latent cooling 2876 TOTALS 858 21985 21493 680 680 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2019-Jun-10 10 29 12 ^++A WrlghtSOm ® Right-Suite®Universal 2019 19 0.08 RSU25790 Pae 1 /�iv11 9 izon Bluffs\4790_Blue_Honzon_Bluffs_Garage rup Calc=MJ8 Front Door faces W Project Summar Job: 1923 NEWYORK Date: Jun 04,2019 Joao °BUILDING' Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone.631-495-0289 Email,Tom@nybtg com Web www.NYBTG.com Project Information For: 4790 Blue Horizon Bluffs-Accessory Bldg' John David Rose, Architect, P.C. 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax: (631) 283-6960 Email: admin@jdrarchitect.com Notes: Design Information Weather: Brookhaven, Ny, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 19469 Btuh Structure 20432 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(41 cfm) 2516 Btuh Central vent (41 cfm) 416 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21985 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 18617 Btuh Method Simplified Latent Cooling'Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 1989 Btuh Ducts 0 Btuh Central vent(41 cfm) 887 Btuh Heating Cooling , Outside air Area(ft2 858 858 Equipment latent load 2876 Btuh Volume(ft') 10971 10971 Air changes/hour 0.38 0.14 Equipment Total Load (Sen+Lat) 21493 Btuh Equiv.AVF (cfm) 69 26 Req. total capacity at 0.70 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TA0401317MSA Cond RA1424WJlNA - AHRI ref 6465026 Coil RCFL-HM2621CC+R95TA0401317MSA AHRI ref 8636392 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 16800 Btuh Heating output 41000 Btuh Latent cooling 7200 Btuh Temperature rise 55 OF Total cooling 24000 Btuh Actual air flow 680 cfm Actual air flow 680 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.033 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t -F�F =10htsoft- 2019-Jun-10 10 29 12 R �•^- «P+ Right-Suite®Universal 2019 19.0.08 RSU25790 Page 1 ...izon Bluffs\4790_Blue Honzon_Bluffs_Garage rup Calc=MJ8 Front Doorfaces• W ' AED Assessment Job: 1923 NEW YORK 'BUoI;DING Date: Jun 04,2019 °°r Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www.NYBTG com Project • • For: 4790 Blue Horizon Bluffs-Accessory Bldg, John David Rose, Architect, P.C. 596 Hampton Rd. Unit 1, Southampton, NY 11968 . Phone: (631) 283-2051 Fax: (631) 283-6960 Email: admin@jdrarchitect.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD (°F) 56 9 Latitude: 41 ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 16,000-- 14,000-- 12,000-- 10,000-- 8,000-- 6.000-- 4,000-- 2,000-- 0 6,00014,00012,00010,0008,0006,0004,0002,0000 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day /,qp,r /Aerzge /PFDWrt Maximum hourly glazing load exceeds average by 41.2%. House does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 1161 Btuh (PFG -1.3*AFG) - wrightsoft- 2019-Jun-10 10 29 12 Right-Suite®Universal 2019 19 0 08 RSU25790 Page 1 �/� . izon Bluffs\4790_Blue_Honzon_Bluffs_Garage rup Calc=MJ8 Front Door faces W NEW YORKB U,DING Right-J®Worksheet Job: 1923 Entire House Date: Jun 04,2019 New York Building Technology Group By: Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone.631-495-0289 Email Tom@nybtg.com Web www.NYBTG.com 1 Room name Entire House Kitchen 2 Exposed wall 122.0 ft 28.5 ft 3 Room height 12.8 ft d 12.8 ft heat/cool 4 Room dimensions 120 x 16.5 ft 5 Room area 858.0 ft2 198.0 ft2 Ty Construction U-value Or HTM Area (ft5 Load Area (ft2) Load number (Btuh/ft2--°F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612F-0sw' 0.065 n - 3.66 -0.78 285- ?27 Y.832 - _ in -Y--G__NYB_T.G Default___,_-_,_0.35.0_.n-_____J9 7Q_! _9.99_58.----O 1143—__579____-0___--0_ --0 ___0 IWI -- 12F-Osw 0.065 a 3.66 0.78 351 283 1034 220 0 0 0 0 G _NYBTG Defauit_w 0.350 _e 19.70_ .3621 68 0 -1348 2477 0 0 0 _. 0 11 WII=- 1fF-Osw --'- 0.065 -s __ -3.66 _ 0.78 285--269- 765 163— 214 _ 143 —'-'5f4_.-�-' 912 _' G _NYBTG_Default__-_-____-0.350_-s____19 70 �-17:96-_—___76 --_0 _.1505 _ 1372._-__-71_..-__-0-----1393 127.0 W 12F-0sw 0.065 w 3.66 0.78 351 167 610 130 108 68 248 53 NYBTG Default 0 350 w 1970 3621 144 0 2838 5215 0 0 0 0 NYBTG Default _ 0.350 w 19.70 25_35,-_ 40 0 792__ 1019 40 0 792__ 1P-- _--J.63-4 19 e�__ 0.03.4�_,_1 91. _ 0.57�. 11025 _1025--='-1_9622__ W_582_ 237 a_-_237- 453 ,_ _134 F 221010wpm_ 0.343�- 1-9 31 _ 0.00_-_858 122__-2356_ 0 _ 198 _29 550 0 6 c)AED excursion 1161 -174 Envelope loss/gam 15186 13096 3961 2414 12 a) Infiltration 4283 261 1083 66 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 7075 3784 Subtotal(lines 6 to 13) 19469 20432 5045 6264 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 7 186 14 Subtotal 19469 204325052 6450 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 19469 20432 5052 6450 Air required(cfm) 680 680 176 215 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghboft` 2019-Jun-10 10 29 12 Right-Suite@ Universal 2019 19 0 08 RSU25790 Page 1 izon Bluffs\4790_Blue_Honzon_Bluffs_Garage.rup Calc=MJ8 Front Door faces. W Right-M Worksheet Job: 1923 NEW YORK IR uili'oia y Date: Jun 04,2019 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg corn Web www NYBTG.com 1 Room name Bath Bed 2 Exposed wall 15.3 ft 148 ft 3 Room height 128 ft heat/cool 128 ft heat/cool 4 Room dimensions 1.0 x 593 ft 1.0 x 192 8 ft 5 Room area 59.3 ft2 192 8 ftz Ty Construction U-value Or HTM Area (ftp Load Area (ftp Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw._._;., x_._0065 n 3.66 0.78 -,._.._.....0_a._ 0 T_, . ._.__O.._ D.m_., .._.0_._._ — 0 -NYBTG Default:_- ------ 0.350_.n :- .. 19.70 . 9.99_. _-_' 0' '� 0_ 0 _,.._ 0 0_..______0 0 IW 12F-Osw 0 065 e 366 0.78 88 88 321 68 133 99 361 77 G NYBTG Default 0.350 a 19.70 36.21 00 0 0 34 0 674 1238 0sw,._......__V_._..._.___ _,o.�5 . s !--C� NYBT.G_Default.,,'._ _ 0.350 _s._- 19.701_._417.96 .__ - 6, _. _ _,..0 -. _112 _ __102_ 0 __ ,-_.0 0... 10 W 12F-Osw 0.065 w 3.66 0.78 0 0 0 0 0 0 0 0 NYBTG Default 0 350 w 1970 36.21 0 0 0 0 0 0 0 0 NYBTG Default____ �.0.350_w_�__19 70 __._25.35. 0_ �. 0_--.___ 0__._ ._..__.0__. 0_..___._0 186-30x. _..__:..:._0.034 ._- _-..._. 1.91,.x:.'0.57 ,_ 7,1 ._._ 71136 40 F._ 221Ja10wpm. _ P343 _. 1,9 31 _.__.._0.00.., 15285 _.._- 59 _µ 15._ _._294 ...,.._ 0. _..._193 0 _.- __- ._. _. 6 c)AED excursion 11 70 Envelope loss/gain 1104 2731 1761 1517 12 a) Infiltration 536 33 447 27 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 0 1050 Subtotal(lines 6 to 13) 1639 305 2207 2594 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 16 399 14 Subtotal 1639 305 2223 2993 15 Duct loads -00/0 0% 0 0 -0% 00/0 0 0 Total room load 1639 305 2223 2993 Air required(cfm) 571 101 78 100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr�gF�tsoR� 2019-Jun-10 10 29 12 . P. Right-Suite@ Universal 2019 19 0.08 RSU25790 Page 2 izon Bluffs\4790_Blue_Honzon_Bluffs_Garage.rup Calc=MJ8 Front Door faces W i NEW YORK IBU1,DIN G Right-J®Worksheet Job: 1923 Entre House, Date: Jun 04,2019 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone*631495-0289 Email*Tom@nybtg.com Web www.NYBTG.com 1 Room name Laundry Living - 2 Exposed wall 0 ft 635 ft 3 Room height 128 ft heat/cool 12.8 ft heat/cool 4 Room dimensions 4.0 x 3.5 ft 10 x 394.0 ft 5 Room area 14 0 ft2 394.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 NTL.:, 12F-Osw,. _.. -0.065 n._.,.. .3.66 6.78...._ -.. 0 . . ._. 0 0. 0 285 227 832 177 L=G :NYBT.G Default,._. 0.350 n...,._ 19.70 ;_,-9,99. _ _ _0 0 -..__.___.6._.e- 0 __..: .�58 .._W 0_ .__:.-11, __. 579, W 12F-0sw 0 065 e 366 078 0 0 0 0 131 96 352 75 L—G NYBTG Default 0.350 a19.70 36.21 0 0 0 0 34 0 674 1238 11 -V1f-`- 12F-0sw 0065_..5_. ___.- 366 " 0.78:-'_ ,.,_._o._...,_.-. _0._._. -..__0.._. .�_ 0._ _._ ...._0 - r...0 .^ p ,NYbT.G Default..__., .0.350 _.s ._''19 70'- _17.96-'..-0' _ _0 _ 0"'•' __0_ _.... J)- : _ .:.0 ___'10 0 W 12F-0sw 0.065 w 3.66 0.78 0 0 0 0 243 99 362 77 I--ci NYBTG Default 0.350 w 19.70 36.21 0 0 0 0 144 0 2838 5215 L2 NYBTG_Default,____-. _, _0 350,_w _ _19 70 25 35 0 _ 0 0_ 0 _ 0 _0_ __,0. _._.«_. 0, C71__- .188 30w 0.034_..- 1:91 ..._. 0.57,__ _,-�17___ 17_ _ 32 .10_w ry:_471 ____471 __267 F.___. 22D-10wpm.___. _...__ _._.0.343_...-_-- 19.31. 0.00 _. 14 �.__...,_0 _....__0 0 _._394 . 64 __.. .1226 0 71 6 c)AED excursion -52 1305 Envelope loss/gam 1 32 -42 8328 8935 12 a) Infiltration 0 0 2217 135 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 0 0 0 0 Appliances/other 841 1 1400 Subtotal(Ines 6 to 13) 32 799 10546 10470 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -32 -799 9 213 14 Subtotal 0 0 10554 10683 15 Duct loads -0% 00/0 0 0 -0% 00/0 0 0 Total room load 0 010554 10683 Air required(cfm) 0 0 369 356 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fli- wrPlgtfftsoft" 2019-Jun-10 10 29 12 .9C� Right-Suite®Universal 2019 19 0.08 RSU25790 Page 3 ...izon Bluffs\4790_Blue_Honzon_Bluffs_Garage.rup Calc=MJ8 Front Door faces W N First Floor 92 cfm kLaun Bath 57 cfm Living Bed - 51' 7 11 6x8 10 cfm 92 cfm dry Kitchen 11 680 cfm 107 cfm 92 cfm 92 cfm Job#: 1923 New York Building Technology Group Scale: 1 69 Performed by Tom Baccarella for: Page 1 4790 Blue Horizon Bluffs-Accessory Bldg 159 Rt 25A Buildirg 1 Suite B RightSuite®Universal 2019 596 Hampton Rd.Unit 1 Miller Place,NY 11764 19.0 08 RSU25790 Southampton;NY 11968 Phone.631-495-0289 2019,1un-10 10 29 27 Phone,(631)283-2051 Fax.(631)283-6960 www.NYBTC com Tan@riybtg.com ••.0_Blue_Honzon_Bluffs_Garage.rup admin@jdrarchitect.com Duct System Summary Job: 1923 NEWIBUIILDIoNG Date: Jun 04,2019 o � Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web*www.NYBTG.com Project • • For: 4790 Blue Horizon Bluffs-Accessory Bldg, John David Rose, Architect, P.C. 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax: (631) 283-6960 Email- admin@jdrarchitect.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.34 in H2O 0.34 in H2O Available static pressure 0.16 in H2O 0.16 in H2O Supply/return available pressure 0.142/0.018 In H2O 0.142/0.018 in H2O Lowest friction rate 0.025 in/100ft 0.025 in/100ft Actual air flow 680 cfm 680 cfm Total effective length (TEL) 652 ft Supply Branch Detail Table Design Htg Clg Design Dlam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk Bath h 1639 57 10 0.058 5.0 Ox 0 VIFx 19.8 225.0 st2 Bed C 2993 78 100 0.060 6.0 Ox 0 VIFX 12.8 225.0 st3 Kitchen c 3225 88 107 0.051 7.0 Ox 0 VIFX 18.0 260.0 st2 Kitchen-A C 3225 88 107 0.051 7.0 OX 0 VIFx 20.0 260.0 st2 Living h 2639 92 89 0.047 6.0 OX 0 VIFX 14.0 290.0 st3 Living-A h 2639 92 89 0.025 6.0 Ox 0 VIFx 27.3 550.0 st3 Living-B h 2639 92 89 0.032 6.0 OX 0 VIFx 26.3 420.0 st3 Living-C h 2639 92 89 0.032 6.0 Ox 0 VIFX 22.8 420.0 st3 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 680 680 0.025 753 15.8 10 x 13 ShtMetl st2 Peak AVF 234 225 0.051 701 9.2 8 x 6 ShtMetl st1 st3 Peak AVF 446 455 0.025 728 13.6 10 x 9 ShtMetl st1 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (In) Matl Trunk rb1 Ox 0 680 680 74.8 0.025 431 17.0 Ox 0 VIFx Wrightsoftm 2019-Jun-10 10 29 12 -...,, Right-Suite®Universal 2019 19 0 08 RSU25790 Page 1 �+� ...izon Bluffs\4790_Blue_Honzon_Bluffs_Garage.rup Calc=MJ8 Front Door faces W ��firma''* ��,� �;^��'��1��'►.�!!� '� FOUNDATION(IST) ------------------------ ROUGH FRAMING& -7m PLUMBING INSULATION PER Y. STATE ENERGY • 1 i� ,�v _ Le 'Toll ADDITIONAL • will i ' TO",OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST 'BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application, Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 Mail to:— , h_ Disapproved a/c Phone: (0,9)-2913-ZS/ Expiration 20 Building Inspecto J U L 25 2019 APPLICATION FOR BUILDING PERMIT BI.,I DIG DEFT, Date ,20 E03,11N, ��s.0.U 0GA-,D INSTRUCTIONS , a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspe ' (SXatureof cant or name,if a corporation) lk - 2rid- f's'I�, 1, (Mailing address of applicant) State whether applicant is ownerl lessee, agent, architect, engineer, general contractor, electrician,plumber or builder I)Tchl 41 Name of owner of premises3i!/ �taxroll (As on the or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. SL. 57 7 �f() • W Plumbers License No. 6-7 2 I S - M P / Electricians License No. 1-116-71-1- mlli- Other Trade's License No. 1. Location of land on which pro posed k will be done: 'lue flort--24 -a f o�►� House Number Street Hamlet f County Tax Map No. 1000 Section 2_r Block 0J Loty c3�• -tom Subdivision_I'� p,-P,L6 s Filed Map No. 7'i 7 Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost &/ Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 02,211 Rear Depth 27— Height 7— Height I�/ r ff" Number of Stories I 9. Size of lot: Front' 65 Rear-'= l I a �+ Depth 5_9 10. Date of Purchase 1h 1 l S/ Name of Former Owner i vka 11. Zone or use district in which premises are situated 5 rRrc r (z d d 1,-,46&71 :r?tib 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO I--- 13. Will lot be re-graded?YES ANO Will excess fill be removed from premises?YES NO AJ=k G-evi n-e Sac, Ce-n 4-r-a L Ai4iUc W 14.Names of Owner of premises c,,&} ,,Y,i4ioyli, Address -,-Iv 4At Phone No.(Rly 4L5-g1 Name of Architect ,�„7i ,�;�,r, ,�• Q ,,,?.rr Addressb N'�"mvz Py ,v/ Phone N6 _9► ZS Zos'/ Name of Contractor ,-,, ��,9ssnc,,4 r-, Address �' v rPhone No�s3r) Z q- 6 9a 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES L1__1 NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF,�u ) 7o�+��r��,r,��,sc A,z�,trrf« C- .4 r Vt being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the /9 -Nr (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swore}to before me this day of__ Y]-e-- 20 /9 -74 W 01 Notary Pu lic Signature of Applicant 21 Scott'A. Russell ° '� STORMWA\TIEIR.. SUPERVISOR M ( r A\l�.A\G IEMIEN'7F SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 119710 Town of Southold 1 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJWr • INVOLVE ANY OF THE FOLLOWING: Yes NO (CHECK ALL THAT APPLY) ®❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. Q❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 1Q feet vertical rise to 100 feet of horizontal distance. [3❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ®❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above,STOP! Complete the Applleant section below with your Name, Signature,Contact Information,Date& County Tax Map Number! chapter 236 does not apply to your proJect. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building]Department witC your Building Permit Application. S.C.T.M. *: 1000 Date. APPLICANT.(Properq Owner.Design Proressionat Agent,Contractor.other) District Young & Young 1 35.56 09/20/2018 NAME. 1?oU�]aa FAr�amG� P b? Ilion BSI, Lot "FOR BUILDING DEPARTMENT USE ONLY *"* Contact information 631-727-2303 ` rt'.rpten-��ern Reviewed By: • Datc: Property-Address/Location of Construction Work: — — — — — — — a — — — — — — — — Approved for processing Building Permit. 4790 Blue Horizon Bluffs Stormwater Management Control Pian Not Required. PeconiC r NY 11958 ❑ Stormwater Management Control Plan is-Required. 1F.rward sRequired.1F.rward to Engineering Department for Review.) - L FORM SMCP-TOS MAY 2014 npPLICAivT S.C.T.M. 1000 (flropeny Owner.Design Profmiotul,Agent,Contractor.Other) —>s�— og � CHAPTER 236 Young & Young 74 1 35.56 e Stormwater Manage went Control Plan CHECK LIST NAMEDouglas E. Adams. P E. Section BW i `P p k La S M C P -Plan Requirements- Provide ONE copy or the Building Permit Application. 631— Date * The applicant must provide a Complete Explanation and/or Reason for not providing 77� 09/20/2018 all Information that has been Required by the following Checklistl 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item,Please Provide Justification Here! show all of the following items: YE NO NA If you need,additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. X c. Existing- Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§236-1702). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. X e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing&Proposed Contours of the Site (Minimum z Intervals) J g. Location of all existing& proposed structures, roads, driveways,sidewalks,drainage improvements&utilities. X h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. X 1. Location of proposed Swimming Pool and discharge ring. X ,1. Location of•proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). Nota _ M. Location of all pi�oposed erosion&sedimenfcontrol measures. { 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off fi om all impervious surfaces generated by a two(21 inch a rainfall/storm event 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to a. Erosion &Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch`basins,trench drainer etc) d. Leaching Structures (e .infiltration basins,swales.etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY** * r i Additional Information is Required. Reviewed& I Stormwater Management Control Plan is Not Complete. Approved By: — - - - - - - - - - - - - 1 — Stormwater Management Control Plan is Complete. Date: I SMCP has been approved by the Engineering Department. FORM ' SWCP Check List-TOS MAY 2014 DEPARTMENT-Electricai Inspector TOWN OF SOUTHOLD OCT 15 2 own alI Annex-543?6 Main Road - P© Box 9 979 Southold,,New York 91971-0959 ' -L,-T,,Lr Dr-elelephone(831) 785-1802- FAX (631) 765-9502 & outholdtownn v seand southol .,. dtownn av APPLICATION FOR ELECTRICAL. INSPECTION ELECTRICIAN INFORMATION SAN Inkmtalion Required) Date: J6 +� Company Name: S ALL1 5' 1 CiRT - Name: I License No.: �- �LL� email: t C /�J _ Q -- Address: , Le��1l�U [a� Phone No.: JOB SITE INFORMATION (All lriformanon Requlred) Name: A) Address:,,LU L Cross Street, Phone No.: � Bldg.Permit#: 1�1� email: Tax Map District: 1000 Section: Block: G 1 t.ot• � BRIEF DESCRIPTION OF WORK(Please Print Clearly) F Circle All That Apply: 1 Is job ready for inspection?: YES/<@g) e r Rough In � Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Sire: A #Meters Old Meter# New' Service- Fire Reconnect- Flood Reconnect-Service Reconnected- Underground -Overhead #underground Laterals 7 2 H Frame Pole Work done on Service? Y N Additional Information: 7 PAYMENT DUB AePLICATION - - , .,,WITH „ ,�.,..��. ,... Request for Inopedbn Fwmn* � C� o�guffD(,rco� Town Hall Annex Telephone(631)765-1802 54375 Main Road a Fax(631)765-9502 P.O. Box 1179 N Southold, NY 11971-0959 BUILDING-DEPARTMENT NOTICE OF UTILIZATION OF-TRUSS TYPECONSTRUCTI.ON,_PRE-ENGINEERED WOOD CONSTRUCTION AND/0111-TIMBER CONSTRUCTION Date: Owner-3 Location of Property:_L17_C/O A11ZP662UIC4 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) ; Roof framing (R) Floor and roof framing (FR) Signature:, Name (person submitting this form): 3)Qu,; 03e--&C_J)Jer��- Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 i _ 7 t 1/211 i The construction type _ STROKE designation shall be - 66777 66177' 6611/777 661V77or. 6677 to indicate the construction classification of the structure under IIESIGNATION_ FOR STRUCTURAL; section cot of the BCNYS COMPONENTS -THAT ARE OF TRUSS TYPE CONSTR.U:CTION i "F» FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS ■ ccR» ROOF FRAMING aut'LaIN"" 63 " 7 FR 7FLOOR AND ROOF FRAMING STANDARDS AND CODES JOHN DAVID FOSE ARCHITECT P. C . AIA 596 HAMPTON ROAD - UNIT 1 , SOUTHAMPTON NEW YORK 11968 631-283-2051 FAX- 283-6960 WE TRANSMIT: LP,erewith ❑ In accordance with your request FOR YOUR: ❑ approval ATTN: review and comment e ord DATE: - 2-s-- 19 Ll Information PROJECT. q.2bv in 2I�-es enc THE FOLLOWING: [a/drawings gore ZCIn specifications17e,cow�c, , o sample COPIES DATE REV. DESCRIPTION CODE rzam 6-14-1as P- - A- --kG- I 6 -0-17 i6 -10� IG - 7 Asa 191 - e- C n� N N r c r REMARKS: cAj/;-t -rul 4rynac, a oc�i1 S :R iu>,�L. 'zzam,l- rzE SENT BY-`�pe- . � � COPIES TO: UPS b`J �5C✓1R� \ vS�i MAIL FED EX JOHN DAVID ROSE ' ARCHITECT P. C . AIA 596 HAMPTON ROAD - UNIT 1, SOUTHAMPTON NEW YORK 11968 631-283-2051 FAX - 283-6960 WE TRANSMIT: herewith In accordance with your request FOR YOUR: ❑ approval ATTN: ❑ review and comment ❑ use -record DATE: Lj Information PROJECT: Rp_bz L 49,11Yl THE FOLLOWING: Ulrdrawings L4-7 Cgi --Zl A ❑ specifications ❑ sample � �c COPIES DATE REV. DESCRIPTION CODE 2 iQ MLA-Z"CE MCI nQQOnb24,7� I AUG m 1 2019 P WE REMARKS: SENT BY- r '�� ® COPIES TO: UPS MAIL y FED EX YOUNG &YOUNG Telephone (631) 727-2303 400 Ostrander Avenue Facsimile (631) 727-0144 Riverhead,New York 11901 admin@youngengineering.com HOWARD W. YOUNG,Land Surveyor THOMAS C. WOLPERT,Professional Engineer DOUGLAS ADAMS,Professional Engineer/Geologist ROBERT C. TAST,Architect ROBERT STROMSn Architect April 22, 2020 Via U.S. Mail & Email irebell@vahoo.com Mr. Jonathan Rebell P.O. Box 175 Peconic, New York 11958 RE: JONATHAN REBELL Lot 6, "Map of Blue Horizons" at Peconic, T/O Southold, New York SCTM No.: 1000-74-01-35.56 HD Ref. No.: R10-18-0061 Dear Mr. Rebell: Enclosed are three (3) prints of the Final Survey (Sheets 1-3 of 3) last dated April 3, 2020 bearing the SCDHS stamp of approval of constructed works dated April 15, 2020, for your use. Very truly yours, Thomas C. Wolpert TCW/cw Encl. Planning Engineering Land Surveying i � pF SOVjy®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 • a0 ®l�C®UNTI,� February 25, 2020 BUILDING DEPARTMENT TOWN OF SOUTHOLD John David Rose AIA 596 Hampton Rd Unit 1 Southampton NY 11968 Re: Levine, 4790 Blue Horizons Bluff, Peconic TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Still need energy test results Electrical Underwriters Certificate fee of$50.00. 7/11 Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT —44078- New Dwelling TO: Michael J. Verity Ph: (631) 765-1802 3 Chief Building Inspector Town Hall Annex Building JUN ® 2 2020 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE: PERMIT NO. 8 ENCLOSED ARE: 1) AFFIDAVIT OF 2015 IECC COMPLIANCE (2 COPIES) 2) FINAL SURVEY WITH SCDHS STAMP OF APPROVAL Thank you for your help processing this. Best wishes, Jonathan Rebell 4790 Blue Horizon Bluffs PO Box 175 Peconic, 11958 jrebell@yahoo.com 917-293-5466 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EMSTING STRUCTURES ARE FOR A SPECIFlC PURPOSE AND ARE YOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(S)COPIES OF THUS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (S)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)S CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. • NOFININISHED FLOORS ELEVATION TO BE I LOT GO Y ERl"t�E 400 Ostrander Avenue,Riverhead,New York 11901 VERIFIED BY ARCHITECT 50u L tel.651.12?.2505 fax.631.129.0144 n ISLAND I� PROPOSED admin®youngenglneering.com LO S� 4O11E N5455 20� E — _ — I STORY FRAME DWELLING = 858 50.FT. = 1.6% N8 200Q'22"E 41.3'5' \ TOTAL = 858 SQ.FT. = 1.6% a Howard W.Young,Land Surveyor N — — TIE LINE ALONG APPROX. WThomas G. olpert,Professional Engineer MEAN HIGHWATER MARK /,►• Douglas E.Adams,Professional Engineer ON 6/2015 a TOE OF BLUFF Robert G.Tast,Architect HEALTH DEPARTMENT USE o _• , 10—, 'Dell 74 ! l \ CREST OF BLUFF N N WOODS _ ` �-GEHAtIMM i \ 44 — PRINCIPAL �03�� Oti \0 \ BUILDING �,6 -_'- -42— SETBACK LINE SILT E d ® / \\� _o `> O STAKED ALES ® ` a' WOODS 0qs 51LT�ENC•E APPROXIMA ATION OF \\ ty \ \ HAYBALEa I EX1STI NIT Y To BE A \ \\ © 0 r0a _ -4aJ SURVEYOR'S CERTIFICATION ABAN D IN ACC RDANCE ® \ 150' WITH S.C.D.H.S. ST DARDS 2Zp \ a®® � \ 8'DIA.x 0 h •WE HEREBY CERTIFY TO JONATHAN R �ITl�lf I g� EXISTING \ j. - p SURVEY WAS PREPARED IN ACCORDANC F \ 3 COTTAGE TO ED �OtD G ^� PRACTICE FOR LAND SURVEYS ADO WVYO TEST HOLE \ I r BE REMOVED / \ \ \ s�� 40— — — — _ —\ ASSOCIATION OF PROFESSIONAL LAND Q ' /0G FROM FILED MAP \ N ` WOODS 1►• —' \ \ iA^ \ G� 0 A ��-. "A8 TOPSOIL d0.01 LOAM (OL) v 9.0' ` ro/ EXISTING WELL TO U') /� BE ABANDONEDi4 SAND, _ _ _ 4t5 89 m PROPOSM GRAVEL 8 \ 1'o LV ELEG ABL�de ;ght of Way HOWARD W.YOUNG,N.Y.S.L.S.CLAY NO.45893 Sr^ N (S" ` 6 33 ►^ii N I0.0' ` Istri®(RR) ®3a® -�\ \� 1 _ \ Zoning Use SURVEY FOR �, I �Zon 9 se District � � a9) / JONATHAN REBELL a SAND ` / �� °0 �� \ LOT 6, "MAP OF BLUE HORIZON5" G \ (\ % \ of Peconla, Town of Southold Suffolk County, New York PROPOSED I STORY \ oo9b� 96 0O FRAME DWELLING BUILDING PERMIT SURVEY \ ti2 FF-54.0 m 9�0 O,o C (I BEDROOM) County Tax Map District 1000 sBGti00'14 eiDGk OI Lot 35.56 SITE DATA �° 9 � O� (2)8 E�LP \\ — FIELD SURVEY COMPLETED Nov.06,.201-7 w"e/soe / d \\ 9 @ (400 S.F.S YVA) \_ �� G _ MAP PREPARED FEB.09,2018 AREA = 121'18 AGRE5 OR 55,0441 50. FT. Vie 7� � Q \,� \ l / SLODIV15ION-"MAP OF BLUE HORIZONS"FILED IN THE OFFICE OF ,1/// 9ti 9 `\ Rerord of Revisions THE CLERK OF SUFFOLK COUNTY ON SEPT.50,1985 AS MAP NO. ^O�9 \ S @ �`+/ 6 \ RECORD OF REVISIONS DATE 1`n4 \ G� �i �Ol \ / ` ADDRE_B_S-ED SGDHS NOIGA NO, I JUNE OI.2018 a • VERTICAL DATUM = NA.V.DATUM(1988) �,., S9 \ C O� �•, \ tj \ GENERAL AMENDMENTS JULY 09.2018 $ O 7j O s�� PROPOSED \ / AMENDED BUILDING PERMIT DATA SEPT.24,201 -' •ZONING USE DISTRICT - RE51DENTIAL LOW DENSITY I ACRE(R-4o) \ `Y 9Ei SANITARY SYSTEM \' ` by AMENDED BUILDING PERMIT DATA JUNE 05.2019 o d RESORT RESIDENTIAL(RR) OSe9y 5 ' GAS SERVICE NOT AVAILABLE 9 OL WATER SERVE �\ \ AMENDED BUILDING PERMIT DATA JUNE 19.2019 00 • 6ROSS FLOOR AREA ��o @�+ ` r \fir LF9 I STORY FRAME DWELLING = 858 50.FT. /J \ PRINCIPAL BUILDING 8'91A.X�'ED C g 40 O 20 40 80 \ SETBACK LINE \ / \ Q9 O-��o� 5--Ale: I" = 40' JOB NO.2011-0214 DWG.2015_0061_201?_0214_bp_r2 I OF 5 = MONUMENT SET ■= MONUMENT FOUND A= STAKE SET A= STAKE FOUND c0-3= UTILITY POLE IZED ALTERA71ON OR N TO THIS IS A VIOLATION CTION 7209 OF THE NEW YORK STATE ON LAW 2)DISTANCES OWN HEREON FROM PROPERTY LINES FOR EC71ON OF 'S INKED SEAL OR M SEAL SMALL NOT BE TO BE A VAUD Y. (1 INDICATED�HEREON SHALL RUN ONLY THE PERSON FOR WHOM THE SURVEYYFIS�PREPARED AND ON HIS BEHALF O THE TITLE¶COMPANY,(GOVERNMENTALyAGENCY AND LENDINGPNSTITUTTIION LISTED EXISTING ANDSTRUCTURES O THE ASSIGNEES OFF THE LENDING IINSTITU ON NOT CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDI O AL NS7 TUTIDNS OR SUBSEQUENT OWNERS THIS (5)THE LOCA ON OF BEARING WELLS(N)•SEPTICTANKS(ST)&CESSPOOLS(OP)NSHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATTAA'OBT�N ED 4FROMOTHERS. / \ / / y` y yV' -✓ �� \\ / Avenue,Riverhead,Nev4 York 114101 ' '' de ht of vqay 400 Ostrandartel.6317212303 fax.831:129.0144 ® ' 33 w District (RRA , I r - �� L admin®youngenglneering.com Use Zoning - - � ' ® ' ©e District (R �aa— �9 \ - \ ��i+►� �i� Zoning / S - od \� Howard w.Young,Land Surveyor Thomas G.Wolpert,Professional Engineer Douglas E.Adams,Professional Engineer - - a \� a PROPOSED I STORY ) Robert G.Tast,Architect FRAME DWELLING L: q' \ \ \ `O' PF-54.0 w _, $ Vo�9`0 O'O < (2)e'DIA.x \ \ • \ (1 BEDROOM) ®�A HEALTH DEPARTMENT USE (400 5.F.5.W.AJXy �% N O 97j PROPOSED as29^ `lyJl`-O SANITARY PROPOSED 0 9 OL WATER SERVICEAN \. LF3 8'7f A.> ED o PRINCIPAL BUILDING \ \ �9 \ SETBACK LINE \ ILI \ \ q 9 c \\ FqR� ` \ O� ~�O•y SURVEYOR'S CERTIFICATION PROPOSED \\ �qr\ • \ \ DRIVEWAY \ ` \ �� C •WE HEREBY CERTIFY TO JONATHAN RE L _ PRACTICEFOR OR LAND SURVEYS ADOPTED 64JRVEY KAS PREPARED IN ACCORDANCE $q'IHA �YG9f IC 5)TA PROP05EDI t ASSOCIATION OF PROFESSIONAL LAND 0 O Lill �i` c 'A O \\ �O 458- c) - '•� \.\ ')S�� , HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 CO m �� N \\ �/} \\\ \� �fi�y SURVEY FOR JONATHAN FMMLL 6' ' — _ LOT 6, "MAP OF BLUE HORIZONS" a \\ \h O ® _ at PeconiG, Town of Southold \ ,ry Suffolk County, New York \ i0� SITE DATA \ LFI \ /` / BUILDING PERMIT SURVEY e�e�gro \ (2)V DIA.x WED �. AREA = 1.2115 ACRES OR 55,0401 50. FT. \ / County Tax Map DIBtrI.t 1000 sBGtLD.74 EI1Dck OI Lt 35.56 •SUBDIVISION- "MAP OF BLUE HORIZONS"FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON SEPT.80,14185 AS MAP NO. \ FIELD SURVI=Y COMPLETED NOV.O8,2011 94114. \ �4 MAP PREPARED FEB.01,2018 • VERTICAL DATUM = N.A.V.DATUM(Ig88) 4p 61' / Record of Revisions Q ZONING USE DISTRICT = RESIDENTIAL LOW DENSITY I ACRE(R-40) \ / ��. RECORD OF REVISIONS DATE d RESORT RESIDENTIAL(RR) ADDRESSED SCDHS NOIGA NO I JUNE OI.2018 •GAS SERVICE NOT AVAILABLE \\ / rj� / (tea GENERAL AMENDMENTS JULY Oq,2018 •C AMENDED BUILDING PERMIT DATA SEPT.24.2018 c GROSS FLOOR AREA ") (� Q� AMEMW IBUILDINC7 PEP-MIT DATA AMENDED BUILDING PERMIT DATA JUNE BU .20101 o I STORY FRAME DWELLING = 858 50.FT. k0 0 0 4o O 20 - 40 80 �0�. Scale. I - 40 �'ry DG.20 5_1 1-0214 W 006-1-2011-0214-bp-r2 20F 5 /ory� O = MONUMENT SET ■= MONUMENT FOUND = STAKE SET A= STAKE FOUND - I IZED ON OR THIS IS A VIOLATION 2)DISTANCES SHOWN HEREON FROM ERTY LINES TO TING S ARE FOR A SPECIFIC ABUSH PROPERTY NES OR FOR CTION OF FENCES-(3) ES or S SURVEY MAP NOT NOT (tINDICATEDOHEREON SHALLnRUN ONLYDTODTHEDPERSONUFO`R NNON THE SURVEYFIS�PREPARED AND ON HIS BEHALF T THE TITLE CEDUCATION OMPANY.(GOVERNMENTAL AGENCY AND LENDINGPNSTITUT10N LISTED HE HEREON.ANDTOTHEE ASSIGNEES OFF THE LENDING PURPOSE G(INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TUADDI(NAL INSTITUTIONS OR SUBSEQUENT OWNERS TM(5)THE LOCATION OF BEARINGS( THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL ARE FROM BE FIELD CONSIDERED OBSERVA TO BE A V R D TRUE COPY.(4)CERTIFICATION (V),SEPTICLAN TANKS(S»h CESSPOOLS RE SHOWNBOSSE HEREON ARE FROM BOBSERVATIONS AND OR DATA OCTANE(FROM OTHERS (2)8'DIA.x 10'ED \ !� 400 Ostrander Avenue,Riverhead,New York 11901 tel.631.12-.2303 fax.631.121.0144 s adminagoungengineering.com �0�4 \ 41� 1\ Howard W.Young,Land Surveyor / �a$e Thomas G.Wolpert,Professional Engineer vp ,C Douglas E.Adams,Professional Engineer 4� , Robert G.Tast,Architect s p� / o��r�U`4�\Q � w r.O. E of-�k CHEALTH DEPARTMENT USE to0 i Dtn�!1�Y N ryi�ry c S O / 3 !� m 0 NI Sp. 0 N N N K \off, \ SURVEYOR'S CERTIFICATION 0 WE HEREBY CERTIFY TO JONATHAN L SURVEY WAS PREPARED IN ACCORDANG PRACTICE FOR LAND SURVEYS ADOPTED lT. Y RK¢ _ ASSOCIATION OF PROFESSIONAL LAND . OG ` \ i"-LLQ ri G) X96 -Cc, "' HOWARD W.YOUNG,N.YS.L.5.NO.45883 L N D S 0 N $>� SURVEY FOR JONATHAN REBELL \ LOT 6, MAP OF BLUE HORIZONS \ \ at Peconic, Town of Southold \ Suffolk County, New York 511E DATA � . ' , \ 6N \ BUILDING PERMIT SURVEY AREA = 121'18 ACRES OR 55,041 5Q. FT. /�° !SUBDIVISION- "MAP OF BLUE HORIZONS"FILED IN THE OFFICE OF County Tax Map District 1000 section 74 Block OI Lot 35.56 THE CLERK OF SUFFOLK COUNTY ON 5EFT.30,1985 AS MAP NO. O \ 16114 O O FIELD SURVEY COMPLETED NOV.06,2011 • VERTICAL DATUM = NA.V.DATUM(16188) MAP PREPARED FEB.0-,2018 *ZONIN6 USE DISTRICT = RESIDENTIAL LOW DENSITY I ACRE('R-40) Record of Revisions S RESORT RESIDENTIAL((RR) RECORD OF REVISIONS DATE GAS SERVICE NOT AVAILABLE ADDRESSED SCDHS NOIGA NO. I JUNE 01.2018 N GROSS FLOOR AREA GENERAL AMENDMENTS JULY 061.2018 I STORY FRAME DWELLING = 858 SQ.FT. AMENDED BUILDING PERMIT DATA SEPT.24.2016 AMENDED BUILDING PERMIT DATA JUNE 0-5-201 $ \O AMENDED BUILDING PERMIT DATA JUNE 14.2019 ° DO ) �� 40 0 20 40 60 p 0\� IL SGAIe: I" = 40 JOB NO.2011-0214 DWG.2015_006--201-_0214-.I�p_r2 OF 3 O = MONUMENT SET ■= MONUMENT FOUND = STAKE SET A= STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 DF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY UNES TO EXISTING STRUCTURES ARE FOR A SPECIFIL PURPOSE AND AF,E NOT TO BE USED TO ESTABLISH PROPERTY UNES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(VQ,SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS NOS FINISHED FLOORS ELEVATION TO BE i' ' LOT GOYERGE 400 Ostrander Avenue,Riverhead,New York II901 VERIFIED BY ARCHITECT 5Ou1�� _ _ T tel.631.'12"i2303 fax.631.72"1.0144 g 9"1 \ L0�►G 15LA�N Na4'45101"� _ � — PROPOSED adminmyoungenglneering.com N82o521,40"E I`L 55 2-1� - I STORY FRAME DYVELLING = 858 5O.FT = I.b% �1 N86°Oq'22"E 4q.35' \ 1Y7Tf 5.q 51 w \ TOTAL = 858 5Q.FT. _�1.6% o - Howard W.Young,Land Surveyor - - TIE LINE ALONG APPROX. i\ Thomas G.Viol art,Professional Engineer MEAN HIGHWATER MARK �� WATER LINE / MUST C"1 T BE INSPEi D BY THE Douglas E.Adams,Professional Engineer ON 6/2015 i \ SUFFOLK COUNTY DEPT. OF HEALTH SERVICES, TOE OF BLUFF `-O y Robert G.Toot,Architect N N CALL 852 48 HOURS IN ADVANCE, H LE INSPECTI®NWo HEALTH DEPARTMENT USE —30 M INSPECTION RE FOR SANTARY SYSTEM `4�—_—��j//// jha� CREST OF BLUFF \ - _ _ _ @ W T POP.AMO Olt _U . sMR A =GL&FAMMY (ONLY GLV r�., ' - - Av y C,�"E-'�_ �O m` �q�0� O� \-6��9 DATEe/ d.C/� 3L 1V WOODS i � I .n 44 \ O (> egg`l AFMOVW BUILDING �Ci^ �S O �j @ `: X42- E\ 4 \ \ �y� SETBACK LINE 0 qy� 0 @0 O'' \`DOL FORS O. ISE 00§0 ##� �T EI: '" �9 ".x " ®L is ��s- SILT E 4 El -- S n -ll� / L-:�l.d 6 d*�r a;r .a 3 STAKED ALES © \ 224' WOODS \� \ i>` \ \ ` SILT�FENGE q o O/ >� \ O � ,�`rlm " O1bd D T4sA'APPROVAL �� -40— _ �y 4 STAKES sy L O # QlJ c APPROXIMA ATION OF \\ m \\ \ HAYBALES �~ __ \ SURVEYOR'S GERTIPIGATION I _ \ \ ® y ABEXIST! NIT Y TO BE AN DIN ACC RDANCE --42— \ 150' WITH S.C.D.H.S. ST DARDS r 22,1' °� I p \ \ p 7 �• WE HEREBY CERTIFY TO JONATHA L FIAT �� EXISTING \ 1 DILA.x 7� '�P� -' O SURVEY WAS PREPARED IN ACCORDA -ADE OR f COTTAGE TO �• (� PRACTICE FOR LAND SURVEYS ADO 1'�]7 N'EY.ri YgRKJ TEST �"IOLE I BE REMOVED \ � O \,-,- � � G`SN— ASSOCIATION OF PROFESSIONAL LA VRS. C / \ \ — 40 EA proved �d ter;: &V FROM FILED MAP \\ \ \ \ s0 ��" 4 r, O ,��.'�/�::' 0.01 -,-. Le S tet'. LyTOPSOIL 4 - - \ \ \ �, f- —38_ Si e� G6✓ i It `l e LOAM - - E (OL) \ \ s• ,3n�- \ —` 1 �� / '0 3.0' \ 6/ EXISTING WELL TO 4,rj$9 2 SAND, /� BE ABANDONED ` y-� _ —�� \ ,,��,�� \ �i GRAVEL 4 \ / �5 \ / ' \ I PROPOSED HOWARD W.YOUNG,N.Y.S.L.5.NO.45893\ cj O, CLAY \ / , ' ' �'' \.,1� ELECTRIC/GABLE i ht 0f Way N 151^� / , \ I 3' elide 9 N 10.0' \ I ` - i \� Zoning Use District (RR) SURVEY FOR ' 0�9 ir-Use D'Istrict 40) s4— a9 \ / Abandon _ 4 6 JONATHAN tBELL � istar� s � vystem mals b i, SAND ' ' \ / S, ° a are3� aim d 4 LOT 6, "MAP OF BLUE HORIZON5" Completes at Per-onla, Town of Southold GRAVEL \ / l \ `� \ ��N t requires Su d as proof Suffolk County, New York \ O%q �9 PROPOSED I STORY BUILDING PERMIT SURVEY \ �q'b po FRAME DWELLING 16.0' y q O \ \ \ tiFF-54.0 e@ „� \ \ (I BEDROOM) County Tax Map District 1000 SDGtioD-14 BIDG OI Let 35.56 SITE DATAq COQ (2)8'E.D.LP FIELD SURVEY COMPLETED NOV 06,2017 S p G (400 5.F.5YLAJ \_ — MAP PREPARED FEB 07,2018 AREA = 1.21'18 ACRES OR 55,04-1 SQ. PT. Co SUBDIVISION- "MAP OF BLUE HORIZONS"FILED IN THE OFFICE OF ��.��/ �9�9 y0 \ \ < / \\ Record of Revisions THE CLERK OF SUFFOLK COUNTY ON SEPT.50,ASS AS MAP NO. ^009 \ S• @ + 6 \ RECORD OF REVISIONS DATE r 7974. 0j \ G0 �� \, \ ADDRESSED SGDHS NOIGA NO. I JUNE 01.2018 m • VERTICAL DATUM =N.A.V.DATUM(1988) �,� Sq \ �y c 0i5 \ \ \ GENERAL AMENDMENTS JULY 09.2018 o O 9j O S PROPOSED \ I AMENDED BUILDING PERMIT DATA SEPT.24,201 - •ZONING USE DISTRICT = RESIDENTIAL LOW DENSITY I ACRE(R-40) a 2c `Y q�� SANITARY SYSTEM \ , \ e \ ^i AMENDED BUILDING PERMIT DATA JUNE 05.2019 0 4 RESORT RESIDENTIAL(RR) 0S 9y \ 0� 00 \ / AMENDED BUILDING PERMIT DATA JUNE 19.2019 `c •GAS SERVICE NOT AVAILABLE @q OL WATER PROPOSED 0 ICE DO GROSS FLOOR AREA �@ @n \ \� \iPa LF3 \ 'O 8'DIA.X 6'ED O 40 O 20 40 80 LL ' I STORY FRAME DWEING =858 50.FT. PRINCIPAL BUILDING \ A O fj0 o \ SETBACK LINE i \ - a \ �` / �S \ a �/c o Scale: 1 40 1 < DWG 20 5-00672017_0214-bp_r2 I OF 5 El = MONUMENT SET 0= MONUMENT FOUND A= STAKE SET ®= STAKE FOUND UTILITY POLE • r � (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES ARE FOR A SPEOnLL PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 71TLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)4 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS ELEGTRIWCABLE ht of ► `a J 400 Ostrander Avenue,Riverhead,New York I MOI W.331 wide Rig � 16 .651.121.2505 fax.631.-127.0144 strict Use Di (RR) I Zoning U 1 ' �a4— \ — admin®youngenglneering.com Zoning Use District 9� Howard W.Young,Land Surveyor Thomas G.Wolpert,Professional Engineer 7 \ Douglas E.Adams,Professional Engineer a \ q \ °°" PROPOSED ISTORY — — — _ Robert G.Tast,Architect \ 'di po FRAME DWELLING � qq \ \ titi FF�s4.o \ oCl 'er q ;10 �< (2)b ED.LP \\ \\ 1 E y \ n sEDRooM) w HEALTH DEPARTMENT USE �d \ s p G (400 S.FSA.AJ \ h O — _ 9X4 pub FN O �q q�Yi SANITARY PROPOSED fO q �L A WTER SERVICE \, 0 PRINCIPAL BUILDING \ x\ V DIA. �'ED S% SETBACK LINE os \\ \\ 4R y\ \ \\\ �s y SURVEYOR'S CERTIFICATION \ PROPOSED \ DRIVEWAY \ \ \ a� 'SC •WE HEREBY CERTIFY To JONATHAN AT _j• SURVEY WAS PREPARED IN AGGORDANG \ 90 \ % PRACTICE FOR LAND SURVEY5 ADO ht�FW(PQ ' \ ASSOCIATION OF PROFES510NAL LAND (j , w C0 501- _ T =`` 4 5 8 9,3 \ �S+ HOWARD W.YOUNG,N.Y.S. NO.45 �Q /A N ca i \ N04 SURVEY FOP, \ 7 Of o - _ JONATHAN REBELL o - - i _ _ LOT 6, "MAP OF BLUE HORIZONS" of Per-onic, Town of Southold \ ��• .ry / Suffolk County, New York 51TE DATA \ LFI (2)8'DIA.x lo'ED / BUILDING PERMIT SURVEY AREA = 12178 ACRES OR 55,049 50. FT. County Tax Map District 1000 Section'74 Block OI Lot 5556 •SUBDIVISION- "MAP OF BLUE HORIZONS"FILED IN THE OFFICE OF \ '� / THE CLERK OF SUFFOLK COUNTY ON SEPT.90,1985 AS MAP NO. FIELD SURVEY COMPLETED NOV.06,201-7 7974. MAP PREPARED FEB.01,2018 e- * VERTICAL DATUM - N.R.V.DATUM(1988) \ Q'QP4 / Record of Revisions *ZONING USE DISTRICT = RESIDENTIAL LOW DENSITY I ACRE(R-40) 'It. RECORD OF REVISIONS DATE d RESORT RESIDENTIAL(RR) J * \\ ADDRESSED DMENO. I Y4120GAS SERVICE NOT AVAILABLE Q' ADNTS JJUNE 0 . 018 GROSS FLOOR AREA PI .0 AMENDED BUILDING PERMIT DATA SEPT.24,201 a QC AMENDED BUILDING PERMIT DATA JUNE 05.2019 i? I STORY FRAME DWELLING = 858 5Q.FT. �/ o �� O4IS' 1 AMENDED BUILDING PERMIT DATA JUNE 19.2019 ,2. o Oso 0 ,zp 0 YJ / 0�/Cp(.,U~`4� 40 0 20 40 80 Al J ` ` a �� QQw Scale. I" = 40 /^(D ryo JOB NO.2017-0214 �n ory� DWG.2015_OO6R_201'i_O214_bp_r2 ` of 3 E = MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET 0= STAKE FOUND I - (T)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC71ON 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EIOSTING STRUCTURES ARE FOR A SPECIFIG PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. 4 CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. � (2)8'DIA.x 10'ED � � _ / 400 Ostrander Avenue,Riverhead,New York 11901 tel.651.1212505 fax.651.12'1.0144 C \ 4y'� / adminaVoungengineering.com �3: \ / Q� �a Howard W.Young,Land Surveyor Thomas G.Wolpert,Professional Engineer ��QJ Douglas E.Adams,Professional Engineer Vol °4 Robert G.Tast,Architect ryol / 0� / °�°r��ru`�4�� w ® E HEALTH DEPARTMENT USE DKs n•�Y N ry�ry� r 3 n / o ' so s N d' SURVEYOR'S CERTIFICATION \ '"WE HEREBY CERTIFY TO JONATHAN RI '"a SURVEY WAS PREPARED IN ACCORDANCE �F PRACTICE FOR LAND SURVEYS ADOPTED ASSOCIATION OF PROFESSIONAL LAND IDvVV/ \ 0 �Q, � YAG� - R.4 U ` k ^j \ 3-25.5p aW HOWARD W.YOUNG,N.Y.5.L.5.NO.45893 N C4 \ \ > SURVEY FOR \ \ JONATHAN REBELL LOT 6, "MAP OF BLUE HORIZONS" g \ \ at Peconic, Town of Southold SITE DATA Suffolk County, New York ` BUILDING PERMIT SURVEY AREA = 121-18 ACRES OR 55,04Gi 50. FT. �!0 \ 6 SUBDIVISION- "MAP OF BLUE HORIZONS"FILED IN THE OFFICE of \�� County Tax Map District 1000 section'74 Block 01 Lot 55.56 THE CLERK OF SUFFOLK COUNTY ON SEPT.30,1485 AS MAP NO. 1414. O�O \ FIELD SURVEY COMPLETED NOV.06,2011 • VERTICAL DATUM - NA.V.DATUM(1488) \ MAP PREPARED FEB.01,2018 •ZONING USE DISTRICT = RESIDENTIAL LOW DENSITY I ACRE(R-40) Record of Revislons d RESORT RE51DENTIAL(RR) RECORD OF REVISIONS DATE 'GAS SERVICE NOT AVAILABLE j \ ADDRESSED SWI-IS NOICA NO. I JUNE OI.2018 a " GROSS FLOOR AREA GENERAL AMENDMENTS JULY 09,2018 I STORY FRAME DWELLING = 858 50.FT. AMENDED BUILDING PERMIT DATA SEPT.24.201 AMENDED BUILDING PERMIT DATA JUNE 05,2014 0 1 00 AMENDED BUILDING PERMIT DATA JUNE 14.2014 c / 40 0 20 40 80 5ocile: 1" = 40 JOB NO.2011-0214 DWG.2015_0061-2011_0214—bp_r2 OF 5 = MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET A= STAKE FOUND r (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOI TO BE USED TO ESTABLISH PROPERTY ONES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)R CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue,Riverhead,New York 11901 ®1 1w'�"9 _ tel.631admin@03 Pax.631erin 0144 ` o�214O11 Ng4oVV411�-��,o//i'',I� _ ' — admin�youngenglneering.com 4 q�22DE Nat 55.2'1' 0 NS6 O 5 q5, 4q.5 \ Howard W.Young,Land Surveyor `o \ Thomas G.Wolpert,Professional Engineer o TIE LINE ALONG APPROX. \\ Douglas E.Adams,Professional Engineer - - MEAN HI6HINATER MARK _ - o ON 6/2015 _ _ \ Robert G.Tast,Architect v TOE OF BLUFF _ \ ci N o - _ /0 ------------ DATA o � /off SITE------ W � .-.0 � Q — _ _ \ AREA = 1.21'18 ACRES OR 55,04el 50. FT. 0 e SUBDIVISION- "MAP OF BLUE HORIZONS"FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON SEPT.50,1985 AS MAP NO. A 1914. c� �CREST OF BLUFF Ll qb �\ c \ I --'-- -'- �GEHA LIMIT O \ \ ---------- \ 3 SURVEYOR'S CERTIFICATION dy \ �o \ •WE HEREBY CERTIFY TO JONATHAN R y j Gj SURVEY WAS PREPARED IN ACCORDANCE T E 6 PRACTICE FOR LAND SURVEYS ADOPTED �1Cw,y` Y' 9 SO \ ASSOCIATION OF PROFESSIONAL LAND ew el a \ � \"1J _ _ � 58� ✓ \ �a J HOWARD W.YOUNG,N.Y.S. NO.45895 9 oC O 7 .� \ 3 N \ Use District (RR) , Zoning _ I I �' SURVEY FOR N \ ` `� Use District (R_4D) �9 JONATHAN RESELL T F \ Zoning , �$ LOT 6, "MAP OF SLUE HORIZONS" at Peconlr-, Town of Southold a Suffolk County, New York \ 4 \ % �yF FOUNDATION LOCATION 5URVEY County Tax Map District 1000 Section-14 Block OI Lot 35.56 r FIELD SURVEY COMPLETED Nov.06,2011 1} y"�'•� �`t 4 t a('" }}'`.v/ C; �^ \ G 5�% MAP PREPARED FEB.07,2018 Record of Revisions RECORD OF REVISIONS DATE r / )? ADDRESSED SCDHS NOICA NO. I JUNE 01,2018 SEP 1 1 2019 \ `'O a GENERAL AMENDMENTS JULY Oct.2018 \ 'SS�� \ _ ___ AMENDED 5UILDIN6 PERMIT DATA SEPT 24.2018 0 AMENDED BUILDING PERMIT DATA .RINE 05.2019 c ty-r 73✓' \ FOUNDATION LOCATIONRMIT DATA S�04,201 o `' �i;1$ = \ C 40 0 20 40 80 \ O O IL �/ `y Scale: I" = 40' C O JOB NO-2011-0214 \\ < DWG.2015_0061_2011_0214-fs I OF 3 \ 9h n E = MONUMENT SET ■= MONUMENT FOUND STAKE SET ®= STAKE FOUND CQ-)= UTILITY POLE (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTIDN OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS I Ice= I ® ' Of Y lOy 400 Ostrander Avenue,Riverhead,New York 11901 R� FAS ht tel.631."12i2503 fax.651.12'1.0144 Use trict (Rc ) ® ' Dr. \y 33 admin®youngenglneeringzom Zoning Use trict (R— g Zoning D's d a N 1 ti Howard W.Young,Land Surveyor 0 Z T I Thomas G.Aolpert,Professional Engineer Douglas E.Adams,Professional Engineer Robert G.Tast,Architect W ® E ry \ SITE DATA ED �o AREA = 121'18 ACRES OR 55,04q 50. FT. N \ �- Q •SUBDIVISION- "MAP OF BLUE HORIZONS"FILED IN THE OFFICE OF a O 6 THE CLERK OF SUFFOLK COUNTY ON SEPT.50,1985 AS MAP NO. C4 - \ s% 3 i o \ I 0 0 SURVEYORI 5 CERTIFICATION \ �Vl ��. •WE HEREBY CERTIFY TO JONATHAN R 3HSURVEY AAS PREPARED IN Ptr ,, a \ �� 9 PRACTICEFOR OR LAND SURVEYS ADOPTED c I V I \ 90 ASSOCIATION OF PROFESSIONAL LAND A pf YO STAr� 583- HOWARD W.YOUNG,N.Y.S. NO.4584 /�:� m a ^` J� 0i i S't'O \ � SURVEY FOR \ o _ _ JONATHAN RESELL LOT 6, "MAP OF BLUE HORIZON511 ; of Peconic, Town of Southold Suffolk County, New York \\ 0 FOUNDATION LOCATION SURVEY \ f/j County Tax Map D,.t,i.t 1000 Section 14 91ook OI Lot 55.56 FIELD SURVEY COMPLETED NOV.06,2011 MAP PREPARED FEB.01,2018 \ Q,0 / Record of Revisions RECORD OF REVISIONS DATE Q0 ADDRESSED SCDHS NOIGA NO. I JUNE 01,2018 GENERAL AMENDMENTS JULY Oct.2018 ` �!/� QJ ♦L AMENDED BUILDING PERMIT DATA SEPT 24.2018 u 0 � d C AMENDED BUILDING PERMIT DATA JUNE 05.2019 �� AMENDED BUILDING PERMIT DATA JUNE 14.2014 o kQt Q FOUNDATION LOCATION SEPT.04.201,q s t �p-z. c 0 dl p�rV~1 40 0 20 40 80 Al \� Scale: In = 40 D. h QJOB No.2 A. ryo DWG.20 5-00611�011_0214_fs OF 5 . = MONUMENT SET ■= MONUMENT FOUND = STAKE SET O= STAKE FOUND (T)UNAUTHORIZED ALTERATION OR ADDITIDN TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EMSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)R CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue,Riverhead,New York 11901 \ / tel.631."1282303 fax.631.?2"1.0144 \ adminasoungengineering.com 1\ Howard W.Young,Land Surveyor Thomas C.Wolpert,Professional Engineer 0 Douglas E.Adams,Professional Engineer ��a i Robert G.Tast,Architect s1 0� �0=�wUQ W ® E VQ SITE DATA s ^iDryO ' AREA = 12116 ACRES OR 53p4ci 50. FT. tK I/) *SUBDIVISION- "MAP OF BLUE HORIZONS"FILED IN THE OFFICE OF S THE CLERIC OF SUFFOLK COUNTY ON SEPT.30,1485 AS MAP NO. 7974. n N 0 o - �1 0 _ l N K o, SURVEYORS CERTIFICATION •WE HEREBY CERTIFY TO J 0 N AT H A N R E _ SURVEY WAS PREPARED IN ACCORDANCE Y7t3D L PRACTICE,FOR LAND SURVEYS ADOPTED TIDE Of _ ASSOCIATION OF PROFESSIONAL LAND n � f 0��s' �� OG ` 4� _ e C) E a ` \ N7q'21'g R \ >�'\G 45 895 F �W b \ -9-25.5p W HOWARD A.YOUNG,N.Y.S.L 0.45893 SURVEY FOR JONATHAN REBELL ` \ \ LOT 6 "MAP OF SLUE HORIZONS" at Per-onla, Town of Southold \ \ Suffolk County, New York \ 2N \ FOUNDATION LOCATION SURVEY \/�, �3t County Tax Map Di.triGt 1000 S..tIDD 74 BIOGK OI Lot 35.56 FIELD SURVEY COMPLETED NOV.06,2018 MAP PREPARED FEB.0-7,2010 Record of Revisions RECORD OF REVISIONS DATE ADDRESSED SW NOIGA NO. I .RINE 01.2018 H GENERAL AMENDMENTS JULY 04.2018 n AMENDED BUILDING PERMIT DATA SEPT.24.2016 AMENDED BUILDING PERMIT DATA JUNE 05,201 AMENDED BUILDING PERMIT DATA JUNE 14,2014 c 00 FOUNDATION LOCATION SEPT.04.2019 m \V�� 40 0 20 40 80 Scale: I" = 40 JOB NO.2018-0214 DWG.2015_0068-2018_0214_fs OF 3 O = MONUMENT SET ■= MONUMENT FOUND A— STAKE SET ♦= STAKE FOUND 7�())`li A,pU'17 OR6E'ALTERATON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION UAW(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EKISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OFFENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY (4)CERTIFICATION Irl MIA HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIME COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION•CERTIFlCATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF Rfl1S(W>.SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. �® p ® 6 202 SUFFOLK COUNTY DEPARTMENT OF HEALTH SEN109 S 400 Ostrander Avenue,Riverhead,New York IIQOI p`\ tel.631.727.2303 fax.631.727.0144 I�� G rrc,�L N17 SOV LL APPROVAL of co�sTl��acTED 1iVORLS FORV admin®youngengineering com �—�� N54 45 DI — — A SINGLE FAMILY RESIDENCE .7 N56°O`IL22LI� S520!52-'40"EQ35, 55.2 - - \\ ®age` � H.S.Ref.I�®. )o I R -oa dol v 5.x51 _ �•'o ' ` _ TIE LINE ALONG AN=PROX. 2 4a \ �lte swage disp»saI and water supply fac Imes at 96ttIS 9mation have APB Haiolp t, Young,Land 5ngineer r. _ MEAN HI6HWATER MARK Thomas G.YVolPert,Professional Engineer ON 6/2015 _ _ — 'be in_spected and/or ceafified by UhIS Deparbnent�other ages and�°ftd t@ Douglas E. Adams,ProPessional Engineer _ N TOE OF BLUFF _ — be msdact�FOR A IMUMa BEDROOMS. Robort G.Tast,Architect Clo _ _ V' Craig Knepper, P.E,, Chief SITE D.4T,4 ��'� V o \\ Office of Wastewater Mana ement AREA = ISI?8 AORE5 OR 58,044 50. FT. SUBDIVISION- "MAP OF BLUE HORIZONS'FILED IN THE OFFICE OF zq \ THE CLERK OF SUFFOLK COUNTY ON SEPT.30,I1185 AS MAP NO. c v� _. 7g74. 'o \ de -I-CREST OF BLUFF GEFfA LIMIT 4;> \ ,---'--- g 9 3 \ 0 jos��/ G 4� � s so 4a O. / \ s �\ SURYEYOR"5 CERTIFICATION \ J -� J \ •WE HEREBY CERTIFY TO JONATHAN R SURVEY WAS PREPARED IN ACCORDANCE D� Ft�j \ _ ` (�' \ ASSOCIATION OF PROFESSIONAL \ �•�'� \ COQ QA E Oy all HOAARD W.YOUNG,N.Y5.NO. - \\ t �RR� y��o 33T wide T 7 " D istric `-�---� Use / o� 5URVi:Y FOR o Zoning — ��'P•o Use District a9 / JONATHAN RM$ELL Zoning > A 2L� pti a� LOT 6, "MAP OF BLUE HORIZONS" of Pecontc, Town of Southold \ 9�Fs�o Suffolk County, New York \\ 7� l iq ,9�'0 FINAL 5URVEY \ ti 9ti� County Tax MOP DI triQt 1000 Sect,on 74 Block OI Loc 35.56 , � B ST \\ \\ FIELD SURVEY COMPLETED NOV.06,2017 \ O \ \ MAP PREPARED FEB.07,2018 STO �LPS \ \ Record of Revlslons RECORD OF REVISIONS DATE m \ t43 01-132 \\\ \\ 19 ADDRESSED .LU 5CDH5 NOIGA NO. I NE 01.2018 a GENERAL AMENDMENTS JULY Oq,2018 5AN1 TARP MEASURMMENT5 AMENDED BUILDING PERMIT DATA SEPT.24.2018 \ AMENDED BUILDIN6 PERMIT DATA .UNE O5.20141 o \ \ \ \ AMENDED BUILDING PERMIT DATA -IUNE Iq.2OIq o 8 \\ \\ FOUNDATION LOCATION SEPT.04,201 FINAL SURVEY DEC.II.20141 \\ \\ 'O 6ENERAL AMENDMENTS APR.03.2020 5T 561 14' \ \ \ Q 40 O 20 40 80 LPI 44' 26' \ \ \ O�O LP2 60.51 24' \ \\'sem \� c o JOB N0.2017-0214 \ DW6.2015_0067_2017_0214_Fs I OF 3 E= MONUMENT SET ■= MONUMENT FOUND A= STAKE SET ®= STAKE FOUND CO..,= UTILITY POLE (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW(2)DISTANCES SHOWN HEREON FROM PROPERTY UNES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION-CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (S)THE LOCATION OF waLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. : - Of yyay 400 Ostrander Avenue,Riverhead,New York 11401 / 33L wide 9 tel.651.727.2505 fax.651.12'1.0144 Use District (RR) admin®youngengineering.com / FBF°, _r 1��•} A� y� Zoning ��'�''c� r �i3♦�� Y� � +1� _ — , l� Use District (P,-40) 9 / Zoning Howard W.Young,Land Surveyor T (Ali� Thomas G.Wolpert,Professional Engineer �, Douglas E.Adams,Professional Engineer kp�,k o0� �h Robert G.Tost,Architect �O 92 W E STO \\B \\\ r SITE DATA \\ Q C)LPI `\ `\ AREA = 121'78 ACRE5 OR 55,04q 50. FT. A SUBDIVISION- "MAP OF BLUE HORIZONS"FILED IN THE OFFICE OF S THCLERK OF SUFFOLK COUNTY ON SEPT.50,1405 AS MAP NO. OLP2 \ \\ i \ \ m \ \ 0 s \ \ N-1 9'4 0 \ �P, ;f7- `\ `\ spy 5U VEYORS OMTIFIOATION �p \\ `\ ail �C •WE HEREBY CERTIFY TO JONATHAN R < \ SURVEY WAS PREPARED IN ACCORDANCE PRACTICE FOR LAND SMVEYS ACOPTED /61 ASSOCIATION OF PROFESSIONAL LAND YO y \ 0 Xy- E c WELL HOWARD W.YOUNG,N.Y N M \\ a ny SURVEY FOR < ��6, ' - _ - JONATHAN RESELL LOT 6, MAP OF BLUE HORIZONS" of Foconic, Town of Southold Suffolk County, New York FINAL SURVEY \ / County Tax Map DTStrICt 1000 Section 74 Block OI Lot 55.56 \ FIELD SURVEY COMPLETED NOV.06,201.1 \ /a MAP PREPARED FEB.07,2018 \ 4F0 / Record of Revisions RECORD OF REVISIONS DATE ADDRESSED S,--DHS NOICA NO I .LUNE OI.2018 6ENERAL AMENDMENTS JULY 04.2018 Vj AMENDED BUILDING PERMIT DATA SEPT'.24.2018 AMENDED E1JILDIN6 PERMIT DATA JUNE 05.2014 0 AMENDED EUILDING PERMIT DATA JUNE 14.2014 FOUNDATION LOCATION SEPT'.O4.2014 M FINAL SURVEY DEC.II.2014 O �� O GENERAL AMENDMENTS APR.03,2020 40 O 20 40 80 a /• �j � � ��Q� Scale: I" = 40 Too 0 Q JOB NO.201'1.4214 �' DWG.2015_0067-201"7_0214_Ps 2 OF 3 EI = MONUMENT SET ■= MONUMENT FOUND Q= STAKE 5E7 A= STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES (3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue,Riverhead,New York 11401 tel.651.1212303 fax.631.727.0144 admin®youngengineering.com Howard W.Young,Land Surveyor Thomas G.Wolpert,Professional Engineer o !` Qj Douglas E.Adams,Professional Engineer Robert G.Tast,Architect 0��r U w E oJ .c0 0�r'tity SITE DATA o � •� Qd' I s ��p ry0 Q� � AREA = 121'18 ACRES OR 53,04q 50. FT. i DK Vj •SUBDIVISION- "MAP OF BLUE HORIZONS,'FILED IN THE OFFICE OF AO� THE CLERK OF SUFFOLK COUNTY ON SEPT.30, 1485 AS MAP NO. o `S 7414. o � / Ln i n 0 Sa 0 � I ti$ \ SIAVEYOR'S OMTIFICATION •WE HEREBY CERTIFY TO JONATHAN R Ti SURVEY WAS PREPARED IN ACCORDANCE cL PRACTICE FOR LAND SURVEYS ADOPTED _ ASSOCIATION OF PROFESSIONAL LAND o p W. G ' EDV '; j`��HOWARD W.YOUNG,N.Y.S.L .NO.498fj - M �$> SURVEY FOR \ JONATHAN R�ELL a LOT 6, MAP OF $LUE HORIZONS \ of Peconic, Town of Southold \ Suffolk County, New York FINAL SURVEY County Tax Map DISt.Ct 1000 sCCtIOO 14 BIOCk OI LOt 35.56 FIELD SURVEY COMPLETED NOV.06,2017 MAP PREPARED FEB.07,2018 Record of Revisions RECORD OF REV15IONS DATE ADDRESSED SCDHS NOICA NO. I .LUNE OI.2018 ti 6ENEIRAL AMENDMENTS JULY Oq.2015 ii AMENDED BUILDIN6 PERMIT DATA SEPT.24.2018 AMENDED BUILDING PERMIT DATA -1UNE 05.2014 O AMENDED BUILDING PERMIT DATA JUNE 14.2014 FOUNDATION LOCATION SEPT.04,201 FINAL SURVEY DEC.II.2014 GENERAL AMENDMENTS APR.03.2020 %A\Q 40 O 20 40 80 a Scale: 1" = 40 JOB NO.2011-0214 DWG.2015_0061-2011_0214_fs 3 OF 3 E = MONUMENT SET ■= MONUMENT FOUND 0= 5TAKE 5ET A= STAKE FOUND 1 HVAC Design Calculation in accordance with ACCA Manual JDA S Manual J Eighth Edition V.2 For 4790 Blue Horizon Bluffs -Accessory Bldg John David Rose, Architect, P.C. 596 Hampton Rd. Unit 1 Southampton IVY 11968 (631) 283-2051 NEW YORK8aU,1,LD.1NG k[GA 010- Prepared by: Thomas Baocarlla in accordance with'ACCA Manual 7 8Th edition,V2 • �r �0Signature: bate:' y S Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, Sand D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only: All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised `of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 Route 25A Building 1 Suite B Miller Place,NY 11764 Telephone:631495-0289 Fax:631389-2808 Email:Gene@nybtg.com Revised August 30,2017 . E T y Manual S Compliance Report Job: 1923 NEW YORK IBe ILDING Date: Jun 04,2019 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email*Tom@nybtg.com Web.www.NYBTG com Project • • For: 4790 Blue Horizon Bluffs-Accessory Bldg, John David Rose, Architect, P.C. 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax: (631) 283-6960 Email: admin@jdrarchitect.com Cooling Equipment Design Conditions Outdoor design DB: 84.3oF Sensible gain: 20847 Btuh Entering coil DB: 75.6°F Outdoor design WB: 71.7oF Latent gain: 2876 Btuh Entering coil WB: 63.1oF Indoor design DB: 75.0°F Total gain: 23723 Btuh Indoor RH: 50% Estimated airflow: 680 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RAI 424WJ1NA+RCFLHM2621CC+R95TA0401317MSA Actual airflow: 680 cfm Sensible capacity: 19720 Btuh 95% of load Latent capacity: 2906 Btuh 101% of load Total capacity: 22626 Btuh 95% of load SHR: 87% Heating quipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 21985 Btuh Entering coil DB: 68.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R95TA0401317MSA Actual airflow: 680 cfm Output capacity: 41000 Btuh 186% of load Temp. rise: 50 of Meets all requirements of ACCA Manual S. ,� * wrightsoft® 2019-Jun-1010:29.12 AQ� ..° ..w. �,., Right-Suite®Unwersal 2019 19.0.08 RSU25790 Page 1 JCCA .Izon Bluffs\4790_Blue_Honzon_Bluffs_Garage.rup Calc=MJ8 Front Door faces W Load Short Form Job: 1923 NEW YORK IBUILDIN G Date: Jun 04,2019 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email.Tom@nybtg.com Web www.NYBTG com Project • • For: 4790 Blue Horizon Bluffs-Accessory Bldg, John David Rose, Architect, P.C. 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax: (631) 283-6960 Email: admin@jdrarchitect.com Design Information Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 30 50 Moisture difference(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TA0401317MSA Cond RA1424WJlNA AHRI ref 6465026 Coil RCFL-HM2621CC+R95TA0401317MSA AHRI ref 8636392 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 16800 Btuh Heating output 41000 Btuh Latent cooling 7200 Btuh Temperature rise 55 OF Total cooling 24000 Btuh Actual air flow 680 cfm Actual air flow 680 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.033 cfm/Btuh Static pressure 0.50 In H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Kitchen 198 5052 6450 176 215 Bath 59 1639 305 57 10 Bed 193 2223 2993 78 100 Laundry 14 0 0 0 0 Living 394 10554 10683 369 356 Entire House d 858 19469 20432 680 680 Other equip loads, 2516 416 Equip. @ 0.89 RSM 18617 Latent cooling 2876 TOTALS 858 21985 21493 680 680 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrig htsoft® 2019-Jun-10 10 29 12 ^ .� o .�ti�«a-rte-P� Right-Suite@ Universal 2019 19 0 08 RSU25790 Page 1 14CCK ..izon 13luffs\4790_Blue_Honzon_Bluffs_Garage.rup Calc=MJ8 Front Door faces W Project Summar Job: 1923 NEW YORK BUILDING Date: Jun 04,2019 IEntire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone*6314950289 Email Tom@nybtg com Web:www.NYBTG com Project • • For: 4790 Blue Horizon Bluffs-Accessory Bldg' John David Rose, Architect, P.C. 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax: (631) 283-6960 Notes: Email: admin@jdrarchitect.com ' Design Information Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 19469 Btuh Structure 20432 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(41 cfm) 2516 Btuh Central vent(41 cfm) 416 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21985 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 18617 Btuh Method Simplified Latent Cooling'Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 1989 Btuh Ducts 0 Btuh Central vent (41 cfm) 887 Btuh Heating Cooling Outside air Area(ft') 858 858 Equipment latent load 2876 Btuh Volume(ft') 10971 10971 Air changes/hour 0.38 0.14 Equipment Total Load (Sen+Lat) 21493 Btuh Equiv.AVF (cfm) 69 26 Req. total capacity at 0.70 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TA0401317MSA Cond RA1424WJlNA AHRI ref 6465026 Coil RCFL-HM2621CC+R95TA0401317MSA AHRI ref 8636392 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 16800 Btuh Heating output 41000 Btuh Latent cooling 7200 Btuh Temperature rise 55 °F Total cooling 24000 Btuh Actual air flow 680 cfm Actual air flow 680 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.033 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .� �.1- =fight! 4 - 2019-Jun-10 10 29 12 ^-� �•^--�°•-P•> Right-Suite®Universal 2019 19.0 08 RSU25790 Page 1 ..,,on Bluffs\4790_Blue_Honzon_Bluffs_Garage.rup Calc=MJ8 Front Door faces. W AED Assessment Job: 1923 NEW YORK IBu"DING Date: Jun 04,2019 °'°" Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email*Tom@nybtg com Web*www.NYBTG com Project • • For: 4790 Blue Horizon Bluffs-Accessory Bldg, John David Rose, Architect, P.C. 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax: (631) 283-6960 Email: admin@jdrarchitect.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD (°F) 56 9 Latitude: 41 ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 25.3 32.1 Dry bulb (°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test forAdequate Exposure Hourly Glazing Load 16,000-- 14.000-- 12.000-- 10,000-- 8.000-- 6,000- 4,000-- 2,000-- 0 6,00014,00012,00010,0008,0006,0004,0002,0000 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day /Natly /A rage /PFDYmI Maximum hourly glazing load exceeds average by 41.2%. House does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 1161 Btuh (PFG -1.3*AFG) 'rk wrightscDft® 2019-Jun-10 10 29 12 I+ a�R•�°�..•a--.�-�, Right-Suite®Universal 2019 19.0.08 RSU25790 Page 1 ACCA izon Bluffs\4790_Blue_Honzon_Bluffs_Garage.rup Calc=MJ8 Front Door faces. W Right-JO Worksheet Job: 1923 NEW YORK IBU;,DING Date: Jun 04,2019 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tam@nybtg corn Web`www.NYBTG.com 1 Room name Entire House Kitchen 2 Exposed wall 122 0 It 28.5 ft 3 Room height 12.8 ft d 12.8 ft heat/cool 4 Room dimensions 12A x 16.5 ft 5 Room area 858.0 ft2 198.0 ft' Ty Construction U-value Or HTM Area (ftp Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ftj or penmeter (ft) (Btuh) or penmeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 `e, :12 =05w. wi': ° 'y 0:065.,R* 3.66 �t:.07B; :285 ,.:,727 'x•_r'•>,832 i=:'-;,177 :77 -`0 `' '.0 }:r:0 ,t,-";.St t0 U-12 - .,•�?• -lsf`•.i'r�:d-4.-ir i}�.� ^.z'i .•- s - ".. ...�t. Z ANY Y' D cult :, or$5A'En'- :tB:ZQ s:s9 a .x_58 - _ o a .1143 $579 0 _,, :i o .., _0 ko W 12F-Osw 0 065 a 366 0.78 351 283 1034 _ 220 0 0 0�~ 0 '-G NYBTG Default 0 350 a 19.70 36.21 68 0 1348 2477 0 0 0 0 11 11UZ" 12F0sw:?z't�`s"' `;0:085 s "z�3;b6' x0.78 =285' ; -209`; 785�;:•"'a163 �i 21'4,� ' 'I143 .a.: t�. ..:rti." •`�`z• "'r:: Iit1B3G.IJefaiilt`4_._ _ 0.'350 sy a _'�9:Z0,' 17 i sw 78.,. L 0 u9505372 W 12F-Osw 0 065 w 3.66 078 _351 +167 610 130 108 68 248 53 I--t; NYBTG Default 0.350 w 1970 3621 144 0 2838 5215 0 0 0 0 L� NYBTG Default 0.350 w 19.70 25.35 40 0 792 1019 40 0 792 1019 •�-�-.--__ ._ F 22D-10wpm 0.343 - 19.31 0.00 858_ 122 2356 0 198 29 550 _ 0 "�=,-'yty.. _.,.,.,:; �°''R T rs•"--"'"�""",_"' - Y "`�,`;`• -^�.': e=<•.-_-:^.^:;::ads^:-::•_:�•.^^-a"�'..^::'.,:•ig,r--:-•:,c.aa,.... .a...L.�i..:.,v:5.s:.:«:.,...,..L.Js»._i,.. - ...�..�d- ;d,.tr:_ .-�:wa3,:.. .�».,.._ :.:�s:':..t:aa»i:L..t..w,.::.:. .-:...us"•_�...v:d,:z::.::.s,.- .i..__.:�a.s.:,,,.._. ...:-ucz::_a-.�.a:.� ^..:.a::o:b�'>•�. ..,.,�.71.�.,.....,y-- .^::�c,.. 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'::9:.,kx:.';>�<_. �.-;::..:��,W_=.iL,.,:�g' .;-P.-....-•:-Yr•.V: - �-p -•`;..Ps;'a-.,»^ - .... -"-^--'_'`C'-�°^•j.- e:e:...,.,, -•S=__'.,,, .,--�?r�.•rox _ ...,...... �-..`1:1.'-'.,... .;..._.-.:�" - .0`.#c�.-'. •cy[.u'u' '•a..�.`�-_..-,:°u�s::i:m.�.�:Sk•�,.. .....s,.>ry.� _ Y.,..�...�:a. ._ti...st�..:;. _'i;.._:x.i..a�:L:;:r_ �....��.�..,, y^hn...�. _ v„1,., „---•'-"#,•,,Yr yr•�.r«`..�” --^��,.«'«. �, -,.,r,...:..1` :;r-`�;»z y R^:--'v7r,-,b. _ , .'Z.u'-v<c--.«.r.^ >,..e-4e".-?�-^e ccr�:^r- .,c'r ;7..;.z+>;-"'- r .^'+P'?y�.V;,r+s rn-x-r�.•r--5---^.._'^_ 'z; -'•a„-r,.,._„',.-"'<:-'t.p..,-"a:_'ra''s..- , � ".- ._?.''.�Li... i:^ te«.. i. ..' r.:..'.i.:•'ti L»•-"..v:: «.1•;F;"r,'..-_=%k=i.a...e;�i.t+!','._'.`. 6 c)AED excursion -52 1305 Envelope loss/gain 32 -42 8328 8935 12 a) Infiltration 0 0 2217 135 b) Room ventilation 0 0 0 0 13 Internal gains- Occupants @ 230 0 0 0 0 Appliances/other 841 1400 Subtotal(lines 6 to 13) 32 799 1 10546 10470 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -32 -799 9 213 14 Subtotal 0 0 10554 10683 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load 0 0 10554 10683 Air required(cfm) 0 0 369 356 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1.1,E w��gFatsoy.�e 2019-Jun-10 10 29 12 ACA Right-Suite@ Universal 2019 19 0.08 RSU25790 Page 3 ..izon Bluffs\4790_Blue_Honzon_Bluffs_Garage.rup Calc=MJ8 Front Door faces- W N First Floor 92 cfm 100 cfm- Bath 57 cfm Living Bed 11 511 6x8 7 t, 1 cfm 92 cfm Laundry „ Kitchen 680 cfm 107 cfm 92 cfm 92 cfm Job#: 1923 New York Building Technology Group Scale. 1 : 69 Performed by Tom Baccarella for: Page 1 4790 Blue Horizon Bluffs-Accessory Bldg 159 Rt 25A Building 1 Suite B RightSuite®Universal 2019 596 Hampton Rd.Unit 1 Miller Place,NY 11764 19 0.08 RSU25790 Southampton,NY 11968 Phone:631-495-0289 2019-Jun-10 10 29 27 Phone:(631)283-2051 Fax:(631)283-6960 www.NYBTGcom Tor @nybtg com •••0_Blue_Honzon_Bluffs_Garage rup admin@j drarchitectcom Duct System Summary Job: 1923 NEW Y., ILDING Date: Jun 04,2019 °o°' Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone,631-495-0289 Email Tom@nybtg.com Web www.NYBTG.com Project • • For. 4790 Blue Horizon Bluffs-Accessory Bldg, John David Rose, Architect, P.C. 596 Hampton Rd. Unit 1, Southampton, NY 11968 Phone: (631) 283-2051 Fax: (631) 283-6960 Email: admin@jdrarchitect.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.34 in H2O 0.34 in H2O Available static pressure 0.16 in H2O 0.16 in H2O Supply/return available pressure 0.142/0.018 in H2O 0.142/0.018 in H2O Lowest friction rate 0.025 in/100ft 0.025 in/100ft Actual air flow 680 cfm 680 cfm Total effective length(TEL) 652 ft S-upply-Branch-Detail-Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath h 1639 57 10 0.058 5.0 Ox 0 VIFx 19.8 225.0 st2 Bed c 2993 78 100 0.060 6.0 0x0 VIFx 12.8 225.0 st3 Kitchen c 3225 88 107 0.051 7.0 0x0 VIFx 18.0 260.0 st2 Kitchen-A c 3225 88 107 0.051 7.0 Ox 0 VIFx 20.0 260.0 st2 Living h 2639 92 89 0.047 6.0 Ox 0 VIFx 14.0 290.0 st3 Living-A h 2639 92 89 0.025 6.0 Ox 0 VIFx 27.3 550.0 st3 Living-B h 2639 92 89 0.032 6.0 Ox 0 VIFx 26.3 420.0 st3 Living-C h 2639 92 89 0.032 6.0 0x0 VIFx 22.8 420.0 st3 SupplyTrunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk SO Peak AVF 680 680 0.025 753 15.8 10 x 13 ShtMetl st2 Peak AVF 234 225 0.051 701 9.2 8 x 6 ShtMetl st1 st3 Peak AVF 446 455 0.025 728 13.6 10 x 9 ShtMetl st1 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 680 680 74.8 0.025 431 17.0 Ox 0 VIFx wriightsoft® 2019-Jun-10 10.29 12 k� Right-Suite@ Universal 2019 19.0 08 RSU25790 Pagel ..izon Bluffs\4790_Blue_Honzon_Bluffs_Garage.rup Calc=MJ8 Front Door faces W REScheck Software Version 4.6.5 Compliance Certificate Project 4790 Blue Horizon Bluffs Energy Code: 2015 IECC Location: Peconic, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 858 ft2 Glazing Area 30% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4790 Blue Horizon Bluffs John David Rose Tom Baccarella Peconic, NY 11978 John David Rose,Architect, P.C.AIA NY Building Technology Group 596 Hampton Rd. 159 Rt25a Unit 1 Building 1 Suite 4 Southampton, NY 11968 Miller Place, NY 11764 (631) 283-2051 631-495-0289 admin@jdrarchitect.com Tom@nybtg.com . trade-off Compliance. 6.1%Better Than Code Maximum UA: 311 Your UA: 292 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Floor 1:Slab-On-Grade:Unheated 122 10.0 0.684 83 Insulation depth: 6.0' Wall 1:Wood Frame, 16"o.c. 1,273 27.0 0.0 0.051 45 Window 1:Wood Frame:Double Pane with Low-E 387 0.350 135 SHGC: 0.28 Ceiling 1: Cathedral Ceiling 1,115 40.0 0.0 0.026 29 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 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Tom Baccarella-HERS Manager Name-Title a Date Project Title: 4790 Blue Horizon Bluffs Report date: 06/10/19 Data filename: PA NYBTG WORKFLOW\4790 Blue Horizon Bluffs\4790_Blue_Horizon_Bluffs Garage.rck Pagel of 9 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-inspection/Plan Review ,Value Value Complies? Comments/Assumptions- &Req.ID 103.1, ;Construction drawings and ❑Complies :Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PRJ]l ;energy code compliance for the 14) :building envelope.Thermal ; []Not Observable ;envelope represented on ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable ; dwelling units must demonstrate ; ;compliance with the IECC Commercial Provisions. I ; 302.1, ,Heating and cooling equipment is: Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 ;sized per ACCA Manual S based ; Btu/hr ; Btu/hr +❑Does Not [PR2]2 :,on loads calculated per ACCA Manual J or other methods Btu/Cooling: Cooling:Btu/hr i❑Not Observable ❑Not Applicable approved by the code official. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4790 Blue Horizon Bluffs Report date: 06/10/19 Data filename: PANYBTG WORKFLOW\4790 Blue Horizon Bluffs\4790_Blue_Horizon_Bluffs_Ga rage.rck Page 2 of 9 section Plans Verified Field Verified # . Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID ' 402.1.2 ;Slab edge insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies [FO1]1 ❑ table for values. ❑ Unheated ;❑ Unheated ; Does Not 110 ❑ Heated ❑ Heated ;❑Not Observable ❑Not Applicable 402.1.2 ;Slab edge insulation ft ft ;❑Complies ;See the Envelope Assemblies [1703]1 de th ' table for values. ; P /len th.9 ; � ;❑Does Not ' ' ;❑Not Observable ; ❑Not Applicable 303.2.1 IA protective covering is installed ❑Complies ;Exception: Requirement is [FO11]2 oto protect exposed exterior ❑Does Not not applicable. J :insulation and extends a ❑Not Observable ,minimum of 6 in. below grade. ❑Not Applicable ; 403.9 ;Snow-and ice-melting system ❑Complies ;Exception: Requirement is [FO12]2 controls installed. ❑Does Not :not applicable. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4790 Blue Horizon Bluffs Report date: 06/10/19 Data filename: PANYBTG WORKFLOW\4790 Blue Horizon Bluffs\4790_Blue_Horizon_Bluffs_Ga rage.rck Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Complies? Comments/AssLimptions &Req.ID Value Value. 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 303.1.3 ;U-factors of fenestration products t {❑Complies ;Requirement will be met. [FR4]1 .are determined in accordance ' i❑ ; ;with the NFRC test procedure or Does Not ! ;taken from the default table. ., ❑Not Observable ; ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 :installed per manufacturer's t" „ ❑Does Not instructions. t . #❑Not Observable ; - °❑Not Applicable 402.4.3 ;Fenestration that is not site built '❑Complies :Requirement will be met. [FR20]1 :is listed and labeled as meeting I :y. ';❑Does Not AAMA/WDMA/CSA 101/I.S.2/A4401. ' °4 or has infiltration rates per NFRC I ❑Not Observable 400 that do not exceed code r .M ;❑Not Applicable limits. 4 402:4.5 ;IC-rated recessed lighting fixtures! ,❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not ;and labeled to indicate:52.0 cfm ;leakage at 75 Pa. + _ 1❑Not Observable ?' ❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics ❑Complies ;Exception: Ducts located [FR12]1 insulated >= R-8 where duct is I ^❑Does Not completely inside the >=3 inches in diameter and >_ ;❑Not Observable !building envelope. R-6 where<3 inches.Supply and return ducts in other portions of 3❑Not Applicable ;the building insulated >= R-6 for , ;diameter>=3 inches and R-4.2 .for< 3 inches in diameter. ( ; 403.3.5 ;Building cavities are not used as '' .. 10Complies ;Requirement will be met. [FR15V3 . :ducts or plenums. k A []Does Not ❑Not Observable ; ' ❑Not Applicable 403.4 ;HVAC piping conveying fluids R- ; R- ;❑Complies ;Requirement will be met. [FR17]? !above 105°F or chilled fluids !❑Does Not lbeiow 55°F are insulated to>_R- �' ;3 ; ;❑Not Observable ; !❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ; J❑Complies ;Requirement will be met. [FR24]1 :piping. I❑Does Not 4❑Not Observable ; ❑Not Applicable 403.5.3 ;Hot water pipes are insulated to R- ; R- ;❑Complies ;Requirement will be met. [FR18]z,, "y?R-3. ;❑Does Not ❑Not Observable y !❑Not Applicable 403:6 - -;Automatic or gravity dampers are , ;,❑Complies ;Requirement will be met. [FR19]2_' installed on all outdoor air ❑Does Not !intakes and exhausts. .` - I❑Not Observable j❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12' 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 4790 Blue Horizon Bluffs Report date: 06/10/19 Data filename: P:\NYBTG WORKFLOW\4790 Blue Horizon Bluffs\4790_Blue_Horizon_Bluffs_Garage.rck Page 4 of 9 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4790 Blue Horizon Bluffs Report date: 06/10/19 Data filename: P:\NYBTG WORKFLOW\4790 Blue Horizon Bluffs\4790_BI ue_Horizon_Bluffs_Garage.rck Page 5 of 9 sEction Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 ;All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2or the installed R-values ❑Does Not J ;provided. I ❑Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a: R- ; R- 1❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/�of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN311 ;exterior,the exterior insulation ; i0 :requirement applies(FR10). E] Steel ❑ Steel ;❑Not Applicable 303.2 ;Wall insulation is installed per 1EIComplies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4790 Blue Horizon Bluffs Report date: 06/10/19 Data filename: P:\NYBTG WORKFLOW\4790 Blue Horizon Bluffs\4790_BIue_Horizon_Bluffs_Garage.rck Page 6 of 9 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.2, ; ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [Fill' ;❑Not Applicable , 303.1.1.1, ;Ceiling insulation installed per 3❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [F12]1 ;Blown insulation marked every 300 ft2. • ❑Not Observable ❑Not Applicable 402.2.3 ;Vented attics with air permeable ❑Complies ;Exception: Requirement is [F122]2 I insulation include baffle adjacent IE]Does Not not applicable. oto soffit and eave vents that ;extends over insulation. ❑Not Observable ❑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. ; ❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 ;ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.4 ;.Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;Exception:All ducts and air [FI4]1 cfm/100 ft2 across the system or , ft ft :❑Does Not handlers are located within � � 2 � 2 , <=3 cfm/100 ft2 without air :conditioned space. :,handier @ 25 Pa. For rough-in :❑Not Observable tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ;Exception:All ducts and air [F127]1 determine air leakage with ft2 ft2 :❑Does Not handlers are located within ;either: Rough-in test:Total ; ; ;conditioned space. ;leakage measured with a ❑Not Observable ;pressure differential of 0.1 inch ❑Not Applicable ; w.g.across the system including ;the manufacturer's air handler ; enclosure if installed at time of test. Postconstruction test:Total ;leakage measured with a !pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. ; 403.3.2.1 ;Air handler leakage designated ❑Complies !Requirement will be met. [FI24]1 �by manufacturer at<=2%of j❑Does Not design air flow. �❑Not Observable E]Not Applicable 403.1.1 ;Programmable thermostats ❑Complies ;Requirement will be met. [F[9]2 ;installed for control of primary ❑Does Not ;heating and cooling systems and initially set by manufacturer to []Not Observable code specifications. ❑Not Applicable 403.1.2 :Heat pump thermostat installed ❑Complies ;Exception: Requirement is [F110]2 'on heat pumps. } ? ❑Does Not ;not applicable. t []Not Observable ❑Not Applicable 403.5.1 ;Circulating service hot water ❑Complies ;Exception: Requirement is [F[11]2 systems have automatic or ❑Does Not not applicable. ;accessible manual controls. ' ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 4790 Blue Horizon Bluffs Report date: 06/10/19 Data filename: P:\NYBTG WORKFLOW\4790 Blue Horizon Bluffs\4790_Blue_Horizon_Bluffs_Garage.rck Page 7 of 9 "Section Plains Verified Field Verified # F1 nal Inspection.Provisions Complies? ° Comments/Assumptions; 6e Req.i® Value Value 403.6.1 , :All mechanical ventilation system "❑Complies ;Requirement will be met. [F125]2 :!fans not part of tested and listed ")❑Does Not HVAC equipment meet efficacy a ;and airflow limits. „ei❑Not Observable ; y❑Not Applicable ; 403.2: ;Hot water boilers supplying heat ) ❑Complies ;Exception: Requirement is [FI26]2 .;!through one-or two-pipe heating f. `;❑Does Not :not applicable. :systems have outdoor setback ;• ; control to lower boiler water ; E]Not Observable !temperature based on outdoor # ;❑Not Applicable ; ;temperature, i 403.5.1'.1 !Heated water circulation systems ' 1❑Complies :Exception: Requirement is [FI28]2;,', . ;have a circulation pump:'The 1EIDoes Not :not applicable. ;system return pipe is a dedicated 1 return pipe or a cold water supply} }❑Not Observable =1 pipe. Gravity and thermos- t❑Not Applicable ; -;syphon circulation systems are not present.Controls for :circulating hot water system pumps start the pump with signal >'.for hot water demand within the # ; !occupancy.Controls I f t E 'automatically turn off the pump ;when water is in circulation loop ;is at set-point temperature and : no demand for hot water exists. 403.5.1.2;Electric heat trace systems f _ }❑Complies :Exception: Requirement is [FI29]2- :comply with IEEE 515.1 or UL ❑Does Not :not applicable. a;515.Controls automatically ; ; °I adjust the energy input to the ; }❑Not Observable , :heat tracing to maintain the i i❑Not Applicable ; :desired water temperature in the ; 6 ipiping• 403'.5.2- Mater distribution systems that ;❑Complies :Exception: Requirement is [F130]2 !have recirculation pumps that ;❑Does Not not applicable. I pump water from a heated,water :supply pipe back to the heated !❑Not Observable ; !water source through a cold i ❑Not Applicable ; :water supply pipe have a „:demand recirculation water ! ; :system. Pumps have controls : ;that manage operation of the -:pump and limit the temperature 'I of the water entering the cold :water piping to 104°F. F r 403.5.4_, ;Drain water heat recovery units ❑Complies :Exception: Requirement is [FI31]2 :tested in accordance with CSA ;❑Does Not ;not applicable. '°655.1. Potable water-side pressure loss of drain water heat ❑Not Observable : !recovery units<3 psi for ?❑Not Applicable ; ;individual units connected to one or two showers. Potable water- ; :side pressure loss of drain water heat recovery units<2 psi for !individual units connected to !three or more showers. 404.1 ;75%of lamps in permanent #❑Complies ;Requirement will be met. [FI6]1 fixtures or 75%of permanent , ❑Does Not ; ;fixtures have high efficacy lamps.i :Does not apply to low-voltage ;, ❑Nat Observable lighting. Y` �❑Not Applicable ; 404.1:1 ;Fuel gas lighting systems have ❑Complies ;Exception: Requirement is [F123]3 " ,no continuous pilot light. f ❑Does Not not applicable. g'," } ]EINot Observable ❑Not Applicable 11 High Impact(Tier 1) 12`1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4790 Blue Horizon Bluffs Report date: 06/10/19 Data filename: P:\NYBTG WORKFLOW\4790 Blue Horizon Bluffs\4790_Blue_Horizon_Bluffs_Ga rage.rck Page 8 of 9 Section Plans Verified Field Verified # - Final Inspection Provisions Complies? Comments/Assumptions &'Req.ID Value -Valine 401.3 ;Compliance certificate posted. �❑Complies ;Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 ' ;Manufacturer manuals for ❑Complies ;Requirement will be met. [F118]3 !mechanical and water heatingJ❑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: 4790 Blue Horizon Bluffs Report date: 06/10/19 Data filename: PANYBTG WORKFLOW\4790 Blue Horizon Bluffs\4790_Blue_Horizon_Bluffs_Garage.rck Page 9 of 9 BULD. DEP. 06-14-2019 REV 08-30-2019 WINDOW NOTES REV I1-07-2019 PROVIDE WINDOWS IN TYPE & STYLE AS INDICATED ON DRAWINGS. WINDOWS AS MANUFACTURED BY ANDERSEN ,400 SERIES. UNITS TO BE HIGH PERFORMANCE ENERGY UNITS .CASING AS PROVIDED BY MANUFACTURE R.SILLS TO BE 2" THICK HISTORIC. ALL UNITS SHALL HAVE PANS AND IVOV 4 '019 FLASHEDAS PER MANUFACTURER FOR A WEATHERTIGHT INSTALLATION. HARDWARE 39'-0" & INTEGRAL SCREENS MATERIAL TO BE SELECTED BY ARCHITECT.CONTRACTOR TO T-52" 13'-32„ 18'-3° le PROVIDE SHOP DRAWINGS FOR APPROVAL BY L44(D1 ARCHITECT PRIOR TO ORDERING DOOR NOTES NOTE: INTERIOR DOORS TO BE BY REEB OR BATHROOM FIXTURES AND APPROVED EQUAL SIZE AS SHOWN ON PLANS CALLED NORTH ACESSORIES SHALL BE 1-3/4" THICK .DOORS TO BE PREHUNG UNITS SELECTED BY ARCHITECT WITH 1-1/2 PAIR OF BUTT HINGES. HARDWARE NOTE: FINISH& OPERATION TO BE SELECTED BY PROVIDE SCUTTLES AT ARCHITECT .HARDWARE BY EMTEK OR ATTIC SPACES As APPROVED EQUAL.PROVIDE ALL REQUIRED o REQUIRED ARCHITECT To LOCATE IN FIELD DOOR STOPS AND ACESSORIES.DOOR FRAMESTO BE 4" THICK.DOOR PROFILES AND N PROVIDE STYLE TO BE SELECTED BY ARCHITECT. c o CONNECT CEILING JOIST EXHAUST FAN co AT BEDROOM VENT DIRECTLY W LEADERS TO A Z UNDEGRouND AND BATH To To EXTERIOR EXTERIOR DOORS TO BE BY ANDERSEN 400 c) A-10 BE 2 X 8 AT 16" AS PER x STORM COLLECTION O.C. REQUIREMENTS SERIES HIGH PERFORMANCE INSULATED SYSTEM 0 0 OF ENERGY UNITS. DOORS TO BE FULLY TYPICAL I CODE WEATHERSTRIPPED UNITS WITH CONTINUOUS - - - - - - 2-WDH3052 - - - - - -I— - - -2-WDH3052- - PANS BELOW .HARDWARE TO BE SELECTED - - - - - - - - - - - BY ARCHITECT I "'N p � (3) 11-7/8" MICROLAM LVL (3) 11-7/8" MICROLAM LVL: Ono I PROVIDE ^!� 1668 DHw I I SAFETYcm OVERHEAD DOORS TO BE METAL FRAME 0 I GLAZING AT SECTIONAL DOORS WITH SAFETY GLAZED PROVIDE 5- �S,"' _ 1 SHOWER 3'- PANELS,FULLY GASKETED TRACK SYSTEM LIVING ADJUSTABLE ^1� 2 I 2 1 wooD stlELVEs N 31, �N I WDH18210 O FRAMES TO HAVE COLOR AND FINISH CATHEDRAL CEILINGBEDROOM = 1.4 I SELECTED BY ARCHITECT N FLAT CEILING REF. -�---- ------------------------ --- ALL DOOR RETURNS TO BE 6" ------- 1 LINE OF FLAT UNLESS OYHERWISE NOTED1 CUL G ( NOTE: 00 1 1 ¢ CEILING ABOVE 3 52" I 11. 1 KITCHEN FABRICATOR SHALL 52 _, 14'-0" O L 12'-0" 1 11'-4" 2 I COORDINATE THEIR WORK WITH INTERIOR SD/CO 1.8 ___L0_0D_FXHA_VST---------- __J DRAWINGS PROVIDED BY ARCHITECT/ o 3- WDI13052 OI NINTERIOR DESIGNER c\ C" POLISHED O VENT DIRECTLY O c\l L WINDOW I CONCRETE SLAB iN SD/CO TO EXTERIOR WINDOW ABOVE O I 1321' 1 O V > I ABOVE 7O PROVIDE I 3. ' 3." 5-'I -j WDH2O210 3-" 3'-8" Z 4 2 3'-8" 2I WDH2O210 Z -�-jcN R.OL----------- � --z W/D -4-- ------KfTCHEN-- ----- Q t� I I w zo JOINTS AS CATHEDRAL CEILING 1 CUSTOM LEGEND o INDICATED AND 17 1 o I N APPROVED BY 4'-0" TRIMMED ARCHITECT PROVIDE PAN AND FLOOR 1 6 OPENING 9K E ti I NOTE DRAIN BELOW WASHER o 8 0 I LOCATE 2-HOSE Q (3) 11-7/8" MICROLAM LVL (3) 11-7/8" MICROLAM LVL - I BIBS AS PER NEW POURED CONCRETE WALL L0100 (3) 11-7/8" MICROLAM LVL ARCHITECT ;vz 1.31.2 WALL/PARTITION TOM .hN cn m o BE REMOVED - ---- - - -- W M M NEW WALL / PARTITION : .:......::: . s. ..: . . - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I of �-- wi C LOAD BEARING WALL CONNECT I LINE OF ROOF LEADERS TO I ABOVE uNDEGRouNDLVL=1 4" x 14" MICROLAM OR AS � ■ ■� ■ �"'� a °� STORM NOTED ON DRAWINGS COLLECTION INSTALL SYSTEM A EXTERIOR EGRESS WINDOW w Q TYPICAL WALL I INSULATION AS PER WALL HARDWIRED AND BATTERY BACKED SD .,_.. o SECTION UP SMOKE DETECTOR O w `� C) z PROVIDE UNINTERRUPTED HARDWIRED AND BATTERY BACKED CO - THERMALx UP CARBON MONOXIDE DETECTOR O Q w ENVELOPE AS v� W C) PERENERGY PROVIDE EXHAUST FAN AT W p CODE BATHROOMS MIN 50 CFM. VENTOEX.1 w W 04 DIRECTLY TO EXTERIOR z �D Q HOLD A MINIMUM OF 6" FRAME AT o z DOOR RETURNS UNLESS OTHERWISE 6-84" 12'-94" 19,x., NOTED ON DRAWINGS. SEE DOOR SCHEDULE DRAWN BY: PJD 39'-0" FROST-FREE HOSE BIB Ir 7r FID I r 3-2X6 POST/ STL. COL. OR AS NOTED `:yT ON DRAWINGS �-- n I POST/COLUMN ABOVE L J r i ti . r I� .� s . 02�04° POST/COLUMN BELOW OFNE`N CHECKED BY: FIRST FLOOR PLAN SCALE:Y4"=1'-0" IA-6 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE ARCHITECT P.C. A.I.A. FOR TI IIS PROJECT ARE INSTRUMENTS OF TI IE ARCHITECTS SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THE ARCHITECT SHALL BE DEEMED TI IE AU"I'IIOR OF TI IESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTIIGR RESERVED RIGHTS,INCLUDING THE COPYRIGHT.THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECTOR FOR COMPLETION OF THIS PROJECT BY OTHERS. CO 2019 BULD. DEP. 06-14-2019 REV 08-30-2019 REV 11- 07-2019 4 X 8 AZEK FASCIA OR APPROVED EQUAL 4 X 2 AZEK FRIEZE OR APPROVED EQUAL ASPHALT ROOF SHINGLE TIMBERLINE,WEATHERED WOOD BY GAF OR APPROVED EQUAL HIGH WIND APPLICATION TOP OF RIDGE ( 18'-11-1/16") 12 10 PROVIDE ICE AND WATER SHIELD AT ROOF RAKES AND EAVES AS REQUIRED ALUMINUM 4"HALF ?' ROUND SEAMLESS a GUTTERS AND 3" DIAMETER LEADERS COLOR TO BE SELECTED BY ARCHITECT c.� w , > TOP OF PLATE m \JFR& R PERFECTIONS o ( 9'-9-1-1/8") CEDAR SHINGLE SIDING N WITH 6 EXPOSURE m x o° 0 CV W tO 4 ,. WITH 2 THICK HISTORIC SILL � { w ... �. .' :' �:: ... .. .. ... O CEMENT WASH AT x EXPOSED FACE OF p, .' FOUNDATION WALL `:. TOP OF SLAB ''` 0,-0") 8"MINIMUM ABOVE GRADE i..., POURED CONCRETE FOUNDATION BOTTOM OF FOOTING BOTTOM OF FOOTINGS - - - - - - - - - - - - - - - - - - - - - - -- SHALL BE A MINIMUM 4'-0" BELOW GRADE AND BEAR ON UNDISTURBED SOIL OR SOUTH ELEVATION FULLY COMPACTED MATERIAL 00 co rn O A00 W A-10 Z W � O PROVIDE ICE AND WATER SHIELD AT ROOF R a AND EAVES AS REQUIRED w ° TOP OF RIDGE I ASPHALT SHINGLE ROOF ,TIMBERLINE WE I WOOD BY GAF OR APPROVED EQUAL ON 30A --�� Q 18'-11-1/16" BUILDING PAPER HIGH WIND APPLICATION W lop w a X8 AZEK FASCIA BOARD OR a APPROVED EQUAL O w � � Q Q w co ALUMINUM 4"HALF O ROUND SEAMLESS Q INSWING PATIO DOORS GUTTER AND 3" -. INSULATED GLASS AND DIAMETER LEADER w Q TOP OF PLATE c� FULLY WEATHERSTRIPPED BY SELECTED -� ARCHITECT ) " ti rn "` R&R PERFECTIONS . . , .:. CEDAR SHINGLE SIDING z ;: . ::.:...:.:. WITH U . . TH 6"EXPOSURE w N wN a, , , ..... . :. ,. .-.. > € CEMENT W ,::`... .,�... ASH AT EXPO TOP OF SLAB SED FACE OF �.' z r 7 ( DATUM 0,-0") FOUNDATION WALL cwia �..J..� z 8"MINIMUM ABOVE sv. GRADE SLOPE GRADE AWAY FROM POURED CONCRETE a --' FOUNDATION AND BLEND I FOUNDATION BOTTOM OF FOOTING INTO EXISTING CONTOURS DRAWN BY: PJD . BOTTOM OF FOOTINGS SHALL BE A MINIMUM 4'-0" BELOW GRADE AND BEAR vet o'�k 1 ON UNDISTURBED SOIL OR CONNECT LEADERS TO FULLY COMPACTED �Gx �� UNDERGROUND STORM MATERIAL COLLECTION SYSTEM A s ��•oz�s�`` � Fr CHECKED BY: WEST ELEVATION SOUTH & WEST ELEVATIONS SCALE:Y4"=1'-0" A-9 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE,ARCHITECT P.C.,A.I.A. FORT[IIS PROJECT ARE INSTRUMENTS OFT[IE ARCIIITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THE ARC[IITECT SHALL BE DEEMED TI IE AUTIIOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONW S' LA ,STATUTORY AND OTHER RESERVED R[GI ITS,INCLUDING TI IL COPYRIGHT.TI[ESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY TI IE OWNER OR OTHERS ON OTHER PROJECTS,I'OR ADDITIONS TO THIS PROJECTOR FOR COMPLETION OF THIS PROJECT BY OTHERS.©2019 BUL DEP. 06-14-2019 �11' BI- 11, 1 1 1Vl_ Nj PROPOSED RESIDENCE GENERAL NOTES OALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTOR THE ENTIRE PREMISES(AREA OF WORK) INSIDE AND OUT SHALL BE27 NAILING SCHEDULE SHALL BE AS PER THE LATEST EDITION OF THE AMERICAN ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED ANY ALTERATION,REPAIR,ADDITION OR CONVERSION TO AN EXISTING DWELLING REQUIRING A AND PRIOR TO ORDERING MATERIALS. 13 CLEANED OF ALL DEBRIS AND EXCESS MATERIAL AT THE END OF EACH O WOOD COUNCIL,WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND-TWO 41 AS REQUIRED BY THE THE LATEST EDITION OF THE INTERNATIONAL 53 BUILDING PERMIT REQUIRES THAT ALL SLEEPING ROOMS 1N THE HOUSE BE UPGRADED WITH A HARD WORKING DAY. FAMILY DWELLINGS,PRESCRIPTIVE METHOD. BUILDING CODE,NEW YORK STATE UNIFORM CODE SUPPLEMENT.CAST PIPE WIRED AND INTERCONNECTED SMOKE ALARMS. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SHALL CONFORM WITH THE LOCAL CODE REQUIREMENTS AND BE O SCALED DIMENSIONS. * THE CONTRACTOR SHALL PROVIDE SAFETY BARRICADES TO PROTECT PLYWOOD SHEATI ZING TO BE NAILED AS PER THE AMERICAN WOOD CDUNCIL, WOOD ASSEMBLED WITH APPROVED JOINTS, PIPE SUPPORTS AND CLEANOUTS. 54 GARAGE DOORS TO BE RATED FOR 140 MPH. WIND LOAD. 14 PERSONS FROM INJURY.THE ARCHITECT DOES NOT ASSUME 28 FRAME CONSTRUCTION MANUAL FOR ONE-AND-TWO FAMILY DWELLII`IGS, ALL WORK SHALL BE DONE BY LICENSED PLUMBERS. OSTRUCTURAL STEEL TO BE ASTM 36 WITH 1 COAT OF EPDXY PAINT, RESPONSIBILITY FOR THE SAFETY PRECAUTIONS TAKEN ON SITE PRESCRIPTIVE METHOD. DETAILED AND FABRICATED AND ERECTED PER A.I.S.C. ALL FASTENERS CONTRACTOR SHALL SUBMIT MANUFACTURERS CUTS AND HEATING AND COOLING DESIGNS SHALL COMPLY WITH A.S.H.R.A.E 55 BRIDGING TO BE PROVIDED FOR ALL JOIST,SPACING NOT TO EXCEED 8'-0". TO BE ASTM A-325 BOLTS,%" DIAMETER. 15 SPECIFICATIONS ON ALL ITEMS,WINDOWS,STAIRS,VANITIES, KITCHEN 29 56 PROVIDE STAINLEaS STEEL HARDWARE WHEN IN CONTACT WITH ANY TREATED LUMBER THE TOP AND BOTTOM EDGES OF CONVENTIONAL JOISTS MAY BE NOTCHED 42 STANDARDS. CABINETS,DOORS, AND OTHER ARCHITECTURAL ITEMS SUBJECT TO O NOT TO EXCEED 2 INCHES. o N ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TI IE LATEST APPROVAL BY THE ARCHITECT. ELECTRICAL DISTRIBUTION SYSTEMS SHALL COMPLY WITH THE NATIONAL O EDITION OF THE AMERICAN WOOD COUNCIL,WOOD FRAME CONSTRUCTION ALL WIND LOAD CONNECTIONS SHALL BE ATTACHED WITH "SIMPSON"STRONG-TIE r) MANUAL FOR ONE-AMD-TWO FAMILY DWELLINGS,PRESCRIPTIVE METHOD. 16 ALL CONCRETE TO BE A MINIMUM 3000 PSI @ 28 DAYS UNLESS OTHERWISE 30 43 ELECTRIC CODE AND WORK SHALL BE DONE BY LICENSED ELECTRICIANS. N O CONNECTORS AS PER THE THE AMERICAN WOOD COUNCIL, WOOD FRAME 57 WHEN NAILING SHLATHING/SUBFLOOR CONTRACTOR TO SNAP CHAULK LINES TO LOCATE NAILER TO _ THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE,NEW YORK O NOTED ON TI IE DRAWINGS. NO CONCRETE SHALL BE PLACED WHEN CONSTRUCTION MANUAL FOR ONE-AND-TWO FAMILY DWELLINGS,PRESCRIPTIVE ASSURE ALL NAILS/SCREWS HAVE FULL PENETRATION'INTO THE FRAMING MEMBER. REMOVE ALL —' STATE UNIFORM CODE SUPPLEMENT AND CODES OF VILLAGES AND TEMPERATURES ARE LESS THAN 40 DEGREES F.COLD WEATHER CONCRETE METHOD. FIREPLACE FOOTINGS FOR MASONRY FIRE PLACES SHALL EXTEND 6"AWAY FASTNERS THAT DO NOT HAVE 1007 PENETRATION. TOWNS AND ALL OTHER AUTHORITIES HAVING JURISDICTION OVER THIS SHALL BE PERFORMED WITH WRITTEN AUTHORIZATION FROM THE 44 FROM THE FOUNDATION WALLS ON ALL SIDES AND SHALL BE A MINIMUM 1'-0" WORK. THICK. ARCHITECT AND EXECUTED BY ACCEPTABLE STANDARDS AND PROCEDURES Z AS DEFINED BY THE A.C.I. ALL PRE-ENGINEERED LUMBER SHALL BE TRUS-JOIST TJI SERIES WOOD I BEAMS 58 THE CONTRACTOR HALL PROVIDE WORKERS WHO ARE FULLY SKILLED AND TRAINED IN THAT PORTION OF 31 AND LVL PRODUCTS OR EQUAL. ALL JOISTS,GIRDERS AND HEADERS SHALL HAVE, PROVIDE FIRE SMOKE DETECTION SYSTEM AS PER THE LATEST EDITION OF THE WORK FOR WHICH THEY ARE CONTRACTED. 17ANY DISCREPANCIES IN THE DRAWINGS SHALL BE REPORTED TO THE ARCHITECT FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON UNDISTURBED SOIL BEARING STIFFENERS INSTALLED AS PER MFRS. RECOMMENDATIONS. WEB 45 THE INTERNATIONAL BUILDING CODE,NEW YORK STATE UNIFORM CODE A" SHALL HAVE SOILS OF A MINIMUM OF 1.5 TONS A SQUARE FOOT, AND STIFFENERS SHALL BE REQUIRED AT ALL LOAD BEARING POINTS AT A MIN. A SUPPLEMENT. LOCATE SMOKE DETECTORS ADJACENT TO ALL SLEEPING e IN WRITING PRIOR TO THE COMMENCEMENT OF WORT{. a * 59 CONTRACTOR SHALL ONLY EMPLOY WORKERS WHO HAVE PROPER WORKING STATUS IN THE UNITED FOOTINGS SHALL HAVE A MINIMUM OF 4'-0"OF COVER. SINGLE 1 % LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS.HANDLING, SPACES AND HEAT DETECTORS AT KITCHEN AND ATTIC SPACES. STATES OF AMERICA. CONTRACTOR SHALL ARRANGE FOR ALL NECESSARY INSPECTIONS INCLUDING STORAGE AND ERECTION OF COMPONENTS SHALL BE AS PER MFRS. CARBON MONOXIDE ALARMS SHALL NOT BE LOCATED WITHIN OR NEAR O *O THE CERTIFICATE OF OCCUPANCY. 18 NO TRUCKS, BULLDOZERS OR HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN RECOMMENDATIONS. OPENINGS TO GARAGES,BATHROOMS OR FURNACE ROOMS.CARBON MONOXIDE ALARMS SHALL ALSO NOT BE LOCATED OR NEAR LOCATIONS 60 CONTRACTOR TO BE FIELD RESPONSIBLE FOR REMOVAL OF ALL HAZARDOUS MATERIALS, INCLUDING BUT 10 FEET OF FOUNDATION WALL UNTIL SUPERSTRUCTURE HAS BEEN ERECTED. SPECIFIED IN THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 32 ALL STRUCTURAL WOOD SHALL BE KEPT 2"CLEAR FROM CHIMNEYS. NOT LIMITED TO ASBESTOS,FOSSIL FUELS,BENZINES,ETC. PROVIDE ON SITE INSPECTIONS OF REMOVAL BY FOOTINGS SHALL NOT BE SET IN GROUNDWATER,ALERT ARCHITECT IF ATTIC FANS SHALL BE EQUIPPED WITH AN AUTOMATIC SHUT OFF IN THE O PROTECTING ALL WORKDURING CONSTRUCTION AGAINST BREAKAGE, 19 GROUNDWATER CONDITION EXIST BEFORE CONSTRUCTION TAKES PLACE. EVENT OF A FIRE. ALL SYSTEMS SHALL BE APPROVED BY THE LOCAL FIRE AUTHORITIES OR AGENCIES HAVING JURISDICTION OVER WORK.CONTRACTOR SHALL FURNISH MANIFEST MARSHALL,HAVING JURISDICTION OVER THIS PROJECT. THE CONTRACTOR SHALL PERFORM ALL EXCAVATION AND DEWATERING SO AS 33 THAT THE REMOVED MATERIAL WAS DISPOSED OF AT A DULY LICENSED FACILITY AUTHORIZED FOR DAMAGE,COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING TO ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF "DIA GALVANIZED MACHINE ACCEPTANCE OF SUCH MATERIAL. 46 APPLICABLE CODES,STANDARDS AND GOOD PRACTICE. BOLTS AT 12"O.C.STAGGERED. * ALL MECHANICAL DUCT WORK SHALL BE IN COMPLIANCE WITH A.S.H.R.A.E. 20 LENGTHS OF 10 FEET AND TO PREVENT ANY DISTURBANCES TO THE BEARING STRATA OF SOIL. SHALL HAVE NO CRIMPS IN RUN OF DUCT. ALL STANDARDS AND BE FULLY INSULATED, FLEXIBLE DUCT SHALL NOT EXCEED O CONTRACTOR SHALL DISCONNECT,CAP AND REROUTE ANY EXISTING 34 FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOISTS * 61 ALL EXTERIOR TRI",R WORK TO BE INSTALLED AS PER MFR REQUIREMENTS INSTALLATION SHALL INCLUDE WATER,SANITARY OR UTILITY LINES IN EXCAVATION AREAS. IN AREAS OF BACK FILL SHALL NOT BE PLACED AGAINST FOUNDATION WALLS UNTIL THE TO GIRDER CONNECTIONS. SUPPLY AND RETURNS SHALL BE DUCTED,PROVIDE 1"ACOUSTICAL LINER. GLUED WEATHER JOIN FS,PRIM ING/BACKPRIMING AT ALL UNFINISHED EDGES AND PROPER FINISH COATS UNDERGROUND UTILITIES AS INDICATED BY"SOUND OUT" IF ANY UTILITIES * 21 CONCRETE HAS ATTAINED SUFFICIENT STRENGTH TO RESIST SUCH LOADS OR THE USE OF INTERNAL DUCT LINERS SHALL BE PROHIBITED. ARE SUSPECTED OF BEING BROKEN OR DAMAGED THIS CONTRACTOR WILL FOUNDATION WALL HAS BEEN LATERALLY BRACED. DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHTS,STAIRS, ETC.)ORAS NOTED CONTRACTOR SHALL FURNISH ARCHITECT WITH SHOP DRAWINGS FOR REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR THE 35 47 ON THE DRAWINGS. MECHANICAL, PLUMBING... FOR APPROVAL PRIOR TO INSTALLATION. 62 ALL WINDOWS AND DOORS SHALL BE INSTALLED AS PER MFR.REQUIREMENTS.COMPANY REPRESENTATIVE TO PROPER INSPECTION OF THIS WORK. ALL WOOD FRAMING, INCLUDING JOISTS,BEAMS,POSTS,STUDS,ETC,TO BE O VERIFY ALL INSTALLATIONS. PROVIDE 160Z L.C.C.PANS WITH BACK DAM AT ALL OPENINGS. ALL WINDOWS TO 22 GRADE STAMPED DOUG-FIR-LARCH STRUCTURAL GRADE,NUMBER 1 OR BETTER,FAMPE PS1 MINIMUM. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ASPHALT ROOFS SHALL BE INSTALLED WITH A MINIMUM OF 6 NAILS PER HAVE 16 OZ.L.C.C. R,\ NS WITH BACK DAM OR AS AND OPTION JAMSILL GUARD BRAND WINDOW SILL PAN 36 ON THE DRAWINGS. 48 SHINGLE IN HIGH WIND LOADING ZONES.CEDAR SHINGLE ROOFS TO BE FLASHING. ALL W!" �W AND DOOR CASINGS SHALL BE BACK PRIMED PRIOR TO INSTALLATION, O9 00 THE INSTALLATION R1 ALL MATERIALS AND PRODUCTS SHALL MEET THE LOCAL �^ ATED EXPOSURE 1, 8 MINIMUM INSTALLED AS PER N.Y.S.B.C. R905.7.4 COORDINATE WITH WINDOW AND DOOR SCHEDULE FOR STAIN GRADE UNIT LOCATIONS IF APPLICABLE. FIRE DEPARTMENTS REQUIREMENTS AND REGULATIONS, PROOF OF WHIC}i SHALL ALL SHEATHING TO BE - r�;•,;; s " BE FURNISHED TO THE FIRE MARSHALL PRIOR TO THE INSTALLATION OF SUCH 23 THICKNESS. 37 ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH"SIMPSON"STRONG-TIE MATERIALS AND PRODUCTS. O CONNECTORS AS PER THE AMERICAN WOOD COUNCIL, WOOD FRAME AT PROJECT CLOSE OUT CONTRACTOR SHALL FURNISH ARCHITECT WITH ALL SUB FLOORING TO Bi; AFA RATED STURD-I-FLOOR EXPOSURE 1, CONSTRUCTION MANUAL FOR ONE-AND-TWO FAMILY DWELLINGS,PRESCRIPTIVE OPERATION MANUAL FOR ALL SYSTEMS IN THE HOUSE INCLUDING 63 GRADING SHALL SUPE AWAY FROM NEW CONSTRUCTION AND BLEND INTO EXISTING CONTOURS 24 � PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW s ° ' EDGES OF PLYWOOD TO BE SET ON METHOD. MANUFACTURERS EQUIPMENT CUTS AND WARRANTIES. / MINIMUM THICKNESS, .�'_.. 49 AREAS, INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY SOLID BLOCKING,GLUE "�:D SCREW PLYWOOD SUB-FLOORING TO DURING CONSTRUCTION,A TEMPORARY STAIRWAY SHALL BE PROVIDED FOR SAFE, 10 FLOOR JOIST. �(c038 CONTRACTOR SHALL OBTAIN ALL INSURANCE NECESSARY TO PROTECT SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL LOADS CONTINUOUS TRAVEL TO ALL LEVELS OF THE STRUCTURE. THIS STAIRWAY WILL ARCHITECT AND OWNER. 64 DIMENSIONS TAKE'S'i'O FACE OF FRAMING,CONCRETE,OR CENTERLINES OF STEEL AS INDICATED ON PLAN OR 00z AND PROTECT EXISTING WORK FROM DAMAGES OF ANY KIND INCLUDING DUST. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE FOLLOW THE DESIGN CONFIGURATION INDICATED ON THE CONSTRUCTION 50 OTHERWISE NOTED. 25 UPRIGHTS,9'-0"AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A DOCUMENTS.STAIRWAY SHALL COMPLY WITH O.S.H.A.STANDARDS AND w ZO O 11 FLASH,CAULK AND SEAL ALL JUNCTIONS OF NEW ROOFS, WALLS AND MINIMUM OF 2(2X8)OR AS SHOWN ON THE DRAWINGS. REGULA'T'IONS AND ALL AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL BE DESIGNED r-+ PENETRATIONS TO FORM A WATERTIGHT ASSEMBLY ALL FLASHING TO BE 51 AND BUILT IN ACCORDANCE WITH THE SUFFOLK COUNTY DEPARTMENT OF 0CONTRACTOR TO.;UBMIT WINDOW+DOOR SHOP DRAWINGS TO ARCHITECT FOR APPROVAL.NO UNITS SHALL V a 16OZ LEAD COATED COPPER AND EXTEND AT LEAST 12" ABOVE INTERSECTING SOLID BLOCKING SHALL Bl PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS ALL FINISH MATERIALS TO BE PLACED IN HOUSE WITH CLIMATE CONTROLLED HEALTH. BE ORDERED PRIGk TO APPROVAL 1 26 SURFACES. PER THE LATEST EDITION OF THE AMERICAN WOOD COUNCIL,WOOD FRAME 39 ENVIRONMENT AS PER MFR. RECOMMENDATIONS AND REQUIREMENTS BEFORE CONSTRUCTION MANUAL FOR ONE-AND-TWO FAMILY DWELLINGS, INSTALLATION. O THE INSTALLATION OF'ALL MATERIALS AND PRODUCTS SHALL MEET THE LOCAL PRESCRIPTIVE METHOD,OR AS NOTED AT 8'-0"O.0 MIN. PROVIDE 2"SPACE FOR 52 PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 12 FIRE DEPARTMENTS REQUIREMENTS AND REGULATIONS,PROOF OF WHICH SHALL AIR CIRCULATION IN ROOFS. THE CONTRACTOR TO INSTALL FINISHED FLOORING AFTER FLOOR INSULATION HAS BEEN BE FURNISHED TO THE FIRE MARSHALL PRIOR TO THE INSTALLATION OF SUCH 40 INSTALLED. I--I MATERIALS AND PRODUCTS. vl w Q z CALLED ITE LOCATION / N.T.S KEY PLAN / N.T.S MATERIAL INDEX SYMBOL INDEX N.Y.S. CODE CRITERIA W o NORTH Y GOOGLE MAP BASED ON SURVEY PROVIDED BY: YOUNG& YOUNG LIST OF DRAWINGS BASED ON MAP PROVIDEDB W � ►--� a LO DETAIL NUMBER DESIGN IN ACCORDANCE WITH THE LATEST ADDITION OF A-1 TITLE SHEET U.ttE`:�`!TO'I �� T• > Q EARTH THE AMERICAN WOOD COUNCIL WOOD FRAME .;'G,.I I `� f', .; a'.+t; tw SHEET NUMBER A-2 RISER DIAGRAM a CONSTRUCTION MANUAL FOR ONE&TWO STORY FRAMING I DWELLINGS,PRESCRIPTIVE METHOD OF THE LATEST EDITION A-3 FOUNDATION DETAILS D/,TE;g' �� 4._ /Q__ OF THE INTERNATIONAL BUILDING CODE,NEW YORK STATE A-4 FOUNDATION WALL DETAILS COMPACTED GRANULAR MATERIAL � 20- SECTION p U F E SECTION LETTER UNIFORM CODE A-5 FOUNDATION PLAN __// A-6 FLOOR PLAN NO, Y EUI''.G1';::; [':., ; .;�;'l; , T AT 180 f;lr " CONCRETE F LC,rltnt;, t T, r „ O n _ _ :%� :�- R-a SHEET NUMBER 65 �',.4 �. F�,:" FOP; THE Com. � SUPPLEMENT&CODES OF USAGE TOWNS&ALL OTHER A 7 ROOF PLAN AUTHORITIES HANGING JURISDICTION OVER THIS PROJECT. - W O A-9 SOUTH AND WEST ELEVATION ?,. FO!,l.l, ATJOid T ' ) R"0l 9F:D U \ �\ �'' ! z ® CONCRETE BLOCK � �� ELEVATION NUMBER A-10 BUILDING SECTION t �;- n'i �r Q � R-3 SINGLES FAMILY A-11 ELECTRICAL OLD DOWN&STRAPPING DETAILS J1ULATI�Dr 1 A rlf r;l Fil STEEL 1 1 t 11? ? SHEET NUMBER USE AND OCCUPANCY ? CLASSIFICATION: DWELLING ETON 310 •LECTR AL PLAN � RESIDENTIAL GROUP R KITCHEN INTERIORS 3 L] a. FINAL C; I'", l r, Tt P.ri T c I-2 BATHROOM IN�'ERI FRL�'ATION r �� , . !-�- y 9 O DOOR NUMBER ` BE COIN,PLETE FOR 0.0. � � 0 ALUMINUM HEIGHT AND ALLOWED 3 OBJ LEAD CONTENT BEFORE ALL COI ST?;1!:;Tii''f� ''::I_!_ tr�r 7' THE w 04 e WINDOW TYPE FIRE AREA: STORIES,UNLIMITED ,_:.`z;;t-ICATEOFOCCUPANCY RCQUIFiFV.I`I O(N !i; : t' )"SGFNcVtt Q ' \ :JLDCR USED ltd WATER YORK STATS, r E �)N ,Its .E FOR W FINISH WOOD E P� r ` w PHASE II ® DESIGNOR CGI.STRUCT;ON E:RIIOr^,S. Q Q REVISION TYPE OF TYPE 5-B >c1t'LY'SYSTEM CANNOT ,- ROUGH WOOD o �-. CONSTRUCTION: WOOD FRAMING EXCEED 2/10 OF 1%LEAD. COMPLY WITH ALL CODES O►- ao <-.. PHASE I — CENTER LINE PLUMBING NEW YORK STATE & TOWN COD. S a � t or WIND BATT INSULATION WIND SPEED DESIGN: 140MPH(3 SEC GUST) ALL PLUMBING WASTE AS REQUIRED ArjND-COK lDMG.lS- )� 0.00 SPOT ELEVATION £_ V^LATER LINES NEED 50n. TESTING BEFORE COVERING ,�,t �u• D1ZA.W N BY: I.. ® Blower door RIGID INSULATION I EXPOSURE CATEGORY C(COASTAL) � PHASE 11 LEVEL LINE ELEVATION (WIND): SW a TQt.�I TRUSTEES and ductwork �2'DA� E SAND testing required. N.Y.S. \�,c Y cyIR , 1. WEATHERING AREA: SEVERE � off' �" 0-- RELATIVE TO DATUM OCCUMNICY R Q xx �, ® Must provide Man Iv n m i CERAMIC TILE ua — — — — HIDDEN WORK OR WORK DESIGN CATEGORY: CATEGORY B SEISMIC D�J and s as per UCt IS UNLI '��FUL r3 TO BE REMOVED S' �' o "� ° :' GYPSUM BOARD — Code NY nergy WITHOUT CERTI iCt'�T� :. ort�r'` max` �-, { A ACOUSTICAL TILE SPRINKLERED: NON-SPRINKLERED •�-RUsc� ,;,CARDING REQ1�.�'�.W�+ OF �CCOJPf-�i�V� T�T��N��6e meffimmemPROPOSED CONSTRUCTION r crlmrbr Ii�r*itlnf# CHECKED BY: TERMITE AREA: MODERATE TO HEAVY fa^#-i%. replaced er _.. .. s. GRAVEL OR STONE FILL r'="lrcd del^11 eonfo ..y' DECAY AREA: SLIGHT TO MODERATE T t T^,OFF k TITLE SHEET EXISTING CONSTRUCTION TO REMAIN FEiP,IP•! SiOR��1�"�'A�ERf�,��ti t�Ch��*��'7� WINTER DESIGN TEMP: 11 Fuj�W*l!T TO CHAP IEEE 236 �, .� +e�thw To .*n Co�.a OF THE TOVd'i4 CODE. SCALE: NONE DO NOT PROCEED VTH A- 1 FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. THF DRAWTNGS AND SPFCTFTCATTONS PREPARED BY JOHN DAVTDI ROSE. ARCHITECT P.C.. AT A, FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHTTECT'S SERVTCFS FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAA'. STATUTORY AND OTHER RESERVED RIGHTS. INCLUDING THE COPYRIGHT. THESE ARCHTTECTURAT. DRAWINGS AND SPECIFTCATTONS SHAT.T, WT TIT•, TTcTPT, PV TT-TF OWNER OR OTHERS ON OT74PP PPO.TFCTS, FOR AnT)TTTONA TO TUTS PROJTPCT OR FOR COT,TPTrTTnN OP TH rm TS PRO.TF . AY OTHRRS- n ?Ot 4 ENERGY DESIGN CRITERIA: PLUMBING NOTES BULD. DEP. 06-14-2019 TO THE BEST OF TOY KNOWLEDGE AND PROFESSIONAL JUDGEMENT THESE PLANS HAVEO PIPING RUNS ARE DIAGRAMMATIC. CONTRACTOR SHALL FURNISH ALL HANGERS, 3 CLEANOUTS SHALL BE PROVIDED AND INSTALLED AT ALL CHANGES OF BEEN PREPARED IN COMPLIANCE WITH THE LATEST EDITION OF THE IECC FITTINGS, VALVES, CLEAN OUTS & OTHER ITEMS NECESSARY TO MAKE A COMPLETE O DIRECTION OF HORIZONTAL WASTE PIPING AND AT THE BOTTOM OF ALL ,INTERNATIONAL ENERGY CONSERVATION CODE AND NEW YORK STATE 2017 UNIFORM OPERATING SYSTEM IN FULL CONFORMANCE WITH THE LATEST EDITION OF THE VERTICAL LINES & WHERE SHOWN OR REQUIRED. CODE SUPPLEMENT INTERNATIONAL PLUMBING CODE, NEW YORK STATE UNIFORM CODE SUPPLEMENT AND ALL OTHER AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. O ALL WASTE LINES SHALL BE CAST IRON, VENTING SHALL BE COPPER. ALTERNATE MATERIALS MAY BE USED WITH APPROVAL BY ARCHITECT, THE PLUMBING CONTRACTOR SHALL COORDINATE THE ACTUAL 2 LOCAL JURISDICTION AND IF IT MEETS THE STANDARDS OF THE LATEST LOCATION OF THE SANITARY SYSTEM & WATER CONNECTIONS AS EDITION OF THE INTERNATIONAL PLUMBING CODE. PER FIELD CONDITIONS. DALL C.O.'S LOCATED IN ACCORDANCE WITH THE LATEST EDITION OF THE DOMESTIC HOT WATER SYSTEM SHALL HAVE RETURN LINE TO HOT WATER INTERNATIONAL PLUMBING CODE, NEW YORK STATE UNIFORM CODE JOHN DAVID ROSE ARCHITECT 5 HEATER WITH CIRCULATING PUMPS AT RETURN SIDE. SUPPLEMENT AND ALL OTHER AUTHORITIES HAVING JURISDICTION OVER OWHEN ICE MAKING EQUIPMENT IS PROVIDED, DRAIN LINES FOR THIS PROJECT. CONDENSATE SHALL HAVE MINIMUM 1" AIR GAP TOP AND BOTTOM O PROVIDE ENLARGER THROUGH ROOF AS REQUIRED AND DRAIN SHALL BE TRAPPED. NOTE COMPLIANCE REPORT SUBMITTED WITH APPLICATION FOR THE BUILDING PERMIT 10 AS PREPARED BY N.Y. BUILDING TECHNOLOGY GROUP HOT WATER TEMP. AT FAUCETS SHALL NOT EXCEED7 WHEN WASHERS ARE PROVIDED, PROVIDE PAN WITH DRAIN. TRAPPED. 110 DEGREES FAHRENHEIT.( 43 DEGREES CELSIUS) FOR O HAND WASHING AT LAVATORIES. SANITARY RISER DIAGRAM CV C� OD NOT TO SCALE co V-6" THRU ROOF _ _ ROOF o _ x a COTTAGE 2 , 2 2 1 I 1 1 1 I 1 1 1 1 I 1 1 I 1 I 1 421 1 I I 1 H.T.I I I I I WSH. S.P• LAV 1 1 I 4" KIT. SINKI DISHWASHER FOOTAGE ASSESSMENT wC 00 1 .771 SHWR. FIRST FLOOR SQUARE FOOTAGE ATTIC FLOOR SQUARE FOOTAGE 1 1 C.O.D.P. C.O.D.P. FIRST FLOOR ( G.F.A.) — — — — 858 ISQ. FT. TOTAL ATTIC FLOOR I _ _ TOP OF CONCRETE COVERED PORCH'S — — Nit1. ( TAKEN FROM 2'-0" KNEE WALLS ) F.D. >, w UN-HABITABLE _ — — — — — — _ N/A 3 3 3 2 4 GARAGE-POOL HOUSE N/A 3 3 2" z _ — — — _ r T, SCREENED PORCH — — — — — — N/A GRADE MINIMUM 8" a ABOVE GRADE SECOND FLOOR SQUARE FOOTAGE BASEMENT FLOOR SQUARE FOOTAGE T� O SECOND FLOOR ( G.F.A.) — — — N/A BASEMENT FLOOR_ — — — — — _ N/A �-I �- �D CIOO BALCONY _ — — — — — — — N/A. AREAWAYS + BILCO DOOR _ — — _ N/A CONNECT TO APPROVED S.C.D.H.S. U/G 4" .. �CIU� w STORAGE / MECH_ _ — — — — _ N/A. CONVENTIONAL SUBSURFACE SANITARY SYSTEM. ® Y4 /FT 0 PROVIDE HOUSE TRAP AND F.A.I. IF REQUIRED W.C. W z BY LOCAL JURISDICTION. U ° TOTAL G.F.A. _ — — _ 858 SQ. FT. rT1 O a Wx � a � rn LOAD SCHEDULE. ( ROOF LOAD ) ( SECOND FLOOR LOAD ) ( FIRST FLOOR LOAD ) ~ ATTIC FLOOR LOADING SAME AS O pQ DEAD LOAD, MATERIAL. . . . . . . .P.S.F. SECOND FLOOR LOADING DEAD LOAD, MATERIAL. . . . . . . .P.S.F. DEAD LOAD, MATERIAL. U O w N_ ~ CEDAR SHINGLES OR METAL ROOF 2.0 FLOOR JOIST, 11-7/8" T.J.I 560 N/A CONCRETE SLAB ON GRADE SLAB TO BE PLACED ON FULLY Q Mw COMPACTED MATERIAL MINIMUM BEARING 1.5 TON MATERIAL w w d 5/8" SHEATHING / LATH 2.5 3/" PLYWOOD N/A w � O W Q z �D RAFTERS, 2X 10 4.0 FINISH FLOORING N/A Q w d � Q O C CEILING JOIST, 2X10 3.5 CEILING ASSEMBLY N/A o CEILING ASSEMBLY 5.0 MISCELLANEOUS N/A INSULATION 1.5 DRAWN BY: PJD MISCELLANEOUS 2.0 (yT�"-A v TOTAL 20.5 TOTAL N/A � Jt A b•0219A 9TCOF NE`N �¢ LIVE LOAD ( GROUND SNOW LOAD ) 30.0 LIVE LOAD N/A 1�( CHECKED BY: REDUCTION FACTOR NON TAKEN ` OAD & RISER & NERGY TOTAL ROOF LOAD, TOTAL SECOND FLOOR LOAD, SCALE: NONE L.L.+D.L.= 50.5.' 51.0 L.L.+D.L.= N/A-� A- 2 THF DRAWINGS ANT) SPFCTFTCATTONR PRFPARF.T) BY JOu7,T T)AVTT) ROSE. ARCHTTFCT P.C. AT A_ FOR TTiTB PROJECT ARF TNRTRTTMRNTS OF TTTr AR(-.HITECT'S spy?VTCF.S FOR IMF SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THFSF DOCUMFNTS AND SHALL RETAIN ALL COMMON LAW. STATUTORY AND OTHER RESERVED RTf HTR INCLUDING THE COPYRIGHT. TFFSF ARCHITFCTTTPAT. T)PAWTNTGS AND PECIFTCATTnNR RTTAT.T. nm ri TTgTT) RY TNF. n NF ,7 N m F � S N P WNFR OR OT R , n n H R PRnTFCTR FOR AT)DT'"TONS TO TT-TTS PRO.Tr'CT nP >+nR Cn*A'PTFmrn*r nr muTS PRnJFCT AY OTHRRS. nr ?DTA CONCRETE SLABS SHALL BE PLACED ON FULLY BULD. DEP. 06-14-2019 COMPACTED MATERIAL MATERIAL SHALL BE AMINIMUM OF 1.5 TON BEARING CAPACITY BEARING WALL. 2" OF RIDGID INSULATION 4" THICK CONCRETE SLAB. REINFORCEMENT FOUNDATION WALL 4" THICK CONCR 6X6—W1.4XW1.4 WWF ® L SLAB. CELLAR. 4" THICK CONCRETE VARIES SLAB. REINFORCEMENT 6X6—W4XW4 WWF a ° a d • . GARAGE. 1'-6" 6" 6" 1'-6" d KEY JOINT AT SLAB FOR :° NON—CONTINUOUS POUR. da. o d d q Q. d ° d -r-•z x�— x x x x z d x 77 1 x, ° ^ x�x x—d-x x x x x' x v " .x �x� . n x v " d c d <.A .. d.. v v n a v ad v'. d, moi/ d d l d a d 6 MIL VAPOR BARR a° 1'-0>, MIN. UNDISTURBED BEARI G MATERIAL OR MINIMU 6" L = 2XR FOR SEE FOUNDATION PLAN FULLY COMPACTED S ND SOIL BEARING. FOR FOOTING SIZES & 3—# 4 BAR CONT. SLAB Lo AT\TD GRAVEL. STEP FOOTING N REINFORCING 1 o SCALE: 3/4„=1,—O„ SCALE: 3/4”=1►_O„ c ! # 4 BAR @ 1'-0" O.C. co COLUMN SEE PLAN z p HAUNCH FOOTING x a SCALE: 3/4"=1'-0" STEEL LALLY COLUMN, I EXPANSION JOINT Fj WITH INERT ELASTIC PROVIDE BOLTED CONN. AT FILLER TOP+BOTTOM PLATES 1/29) CUT' JOINTS 257. OF THE DEPTH OF THE SLAB. �" THICK ISOLATION JOINT �? FILL WITH INERT V TOP OF PIER —0'-8" COMPRESSIBLE FILLER. "d. : x ; ° —i- -0- " FROM TOP OF SLAB. d� '•� .d 8" FILL VOID WITH INERT I 6 MIL VAPOR BARRIER. Q CAULK FILLER 4" CONCRETE SLAB 3000PSI AT °�' ° I " — PIER AS REQUIRED THE: MAXIMUM JOINT SPACING IN 28 DAYS OR AS NOTED ON EACH COLUMN SHALL BE FEET SHOULD NOT EXCEED 2.5 TIMES �: .`�; 00 DRAWINGS ANCHORED WITH 3'� :�� d 4—#3 BARS, FOOTING TO THE: THICKNESS IN INCHES. SLAB THE d ° ° ` U—ANCHOR BOLT. PIER, DOWELS FULL JOINTS SHOULD BE NO FURTHER ° a d d I ° . d d HEIGHT OF PIER & TIES d ® 1'-0" O.C. CL APART THAN 20 FEET. a ° • b w c• 4co d �. 4 d Q .`..,. d 00 4 ALL, CUTTING TO TAKE PLACE z A C ' ti L FOOTING LO z s: ATED 0 N W - SE , . . ... ... .:. ..... .....: . :. . , ..:'s': I E FOUNDATION PLAN WITHIN A 4 12 HOUR PERIOD AFTER - .. . .•. ,,. � O 1 POUR �: *.. CONCRETE 0 •� � ^' SUITABLE BEARING A>�� FOR FOOTING SIZES & "R' MATERIAL AS DETERMINED �' ` •" REINFORCING : 4 `. BY TESTING MIN 1.5 TONE S.F. M.z''• +i}'.:2M\SK' �y�J I n•ti''1:4`ni:1 k III I _sti.. ,>._ ..>.•.;,`:`' ,1 tikrr;^;r ��.; ,..ti• — I I—I I I TI—I I— _—I I' _ — — _ .:��t I I I— III—I y ID - :- "_�,: :. �. . — MINIMUM — — �,;�'S :.i.'•:...;.,*wv: x•y`T>a t'?1.r,. .. ::S:+r•:'ti`•,.:::�� :..y:-i.;�:ri'r —III I—III %;;ri `.�$. .Ca=s•,..: r'r.-^-:a '6a,:b`v::r: '•e'. r"+y I I 1-1 I III �'� CONCRETE SLAB CO NCRETE COV ca TYPICAL CA ER ALL L PIER ^:y,;ry.. a'y ';`J.. 'S9,^•yyey<a...;a<.•.•_a.>; y,: AROUND COLUMN & BASE W ¢ ,'�_ v•.� .. .. :i ; FULLY C : r:,. Y ,z,.4.. _ h. :_ •,,.' OMPACTED SAND w � " -•y,.- INTERIOR FOOTING PLATE BEFORE POURING z AND GRAVEL SLAB, p CONTROL JOINT AT CONCRETE SLAB 2" OF RIGID INSULATION ;" '"' V `} ` 'N.-�t.C..�4•r SCALE: 3/4"=1'-0" a 7 Y?Y w O SCALE: FULL DRILL 3/4" DIAMETER UNDISTURBED SOIL LINE OF FOOTING ~ a °') HOLES @ 12" O.C. BELOW. 7 CONTROL JOINTS REINFORCEMENT BARS @COLUMN CENTERLINES VERTICALLY 6" DEEP SEE DETAIL W CENTERED ON NEW FOUNDATION WALL. FILL SOLID WITH NON SHRINK Yz" THICK ISOLATION o JOINT FILL WITH INERT w ZO GROUT AND SET #5 COMPRESSIBLE FILLER. z x 2'-6" LONG BEFORE TYPICAL I N T E R I O R FOOTING POURING NEW WALL. w w N 5 Q pQ EXISTING FOUNDATION SCALE: N.T.S COLUMN COLUMN w , i CENTERLINE ti O CENTERLINE ,rnz I�-�-� � � C) n v d d S v TEEL COLUMN N SE E PUN d d FO R SIZE DR v AWN BY: NE¢ED ARC A// c� ��p AVID Grp ��'J FOOTING VARIES D 0 W E L FOUNDATION SEE FOUNDATION P N "Ib.02A��Q�� 1 _ � SCALE: 3/4"=1'-0" CHECKED BY: ISOLATION JOINT � COLUMN 'OUNDATION 6 SCALE: 3/4"=1'-0" ETAILS SCALE: NONE A-3 n P N R Cr Rf T-TTTrf T n r A T A POR THTS PRn.TFfT ARF TN4TRTTVT7..YT4 ()r THF AT?rT-TTT7,rT•, CrpvTr.T'� rnP TTer. CnT,F Y TTT I?rQr'PrT n TMq PT�nTrr,T THF ARC: Pf7T . N T r, nT'R�fr Tom' TTrccr n S ANT PTA RG'TA? . f "T .A ,T cr r v *� mur nnex*rurc ANn cprrTr?rATTnN^, PPr ARr T3v anu nAvrn n A 4 T, WT T TT1T 4 A .T, R T) T AUTHOR nF {)C:TTMRNT, n T T.T. N ATJ. rnuT.n TAW. STATTTTnPv AT.n �THFR RF.. ,Porn RTr'uTS. TNr1.TTT)TNf: TTT f'nnYRTrTTT- TTTr qr. A r TT, rTTTT7AT, T)T?AT1fTNC;R ANT) ,C^flrr•TrrnAT?n*TR �uATT ,�*nT ar TT�rn TTv TT-TT? ()WNTIn nR nTTrr<n- nt,T nmura PPnrrrmc rnP AT)T)rMnrT� Tn TUTQ rIPOTrr`T nn -nR rrnan.rmrnv n� TTTTc nnn.^f'm n� nTuvRe n r,+ A B BASEPLATE BULD. DEP. 06-14-2019 I° W8x24 15" 10" 4" x5" x 14" CONCRETE NOTES DEPTH OF BLOCK-OUT TO BE 2"LOWER ;y .:;:., W 12 x 45 19" 14" 4" x 5" x 18" THAN BOTTOM OF CONCRETE FOR ALL BEAM. '. ~r` *' 3„ FOUNDATION WORK SLABS ON W 12 x 65 20" 14" - x 5" x 18" 1 4 GROUND ETC SHALL B O E 3500 PSI, AT 28 DAYS UNLESS OTHER WISE NOTED. ' '. '' '.• W 14 x 90 21' 16" 1' x 5" x 20" STEEL BASE PLATE :r THE BOTTOM OF ALL FOOTINGS SHALL BEAR ON FULL WIDTH OF "�. ':s. W 14 x 132 21' 16" 1 x 5" x 20" 6" UNDISTURBED SOIL HAVING A MINIMUM BEARING BLOCK OUT.GROUT ^..`• O SOLID ONCE STEEL IS CAPACITY OF 3000 ��.... 3„ LBS/FT2. ELEVATIONS OF FOOTINGS SET. �'' "<:. f: W 16 x 45 15" 18" 4 x 5" x 14" SHALL BE VERIFIED BY A LICENSED': ;^:' '"= ED PROFESSIONAL ENGINEER BEFORE CONCRETE IS PLACED. W 14 x 68..� :,. •:�• 17" 16" 1' x 5" x 16" s; %"a 6"HILTI 3 ALL SLABS ON GROUND SHALL BE POURED IN A HIT-H4 ANCHORS 3" O ' W 14 x 38 15" 16" 4 x 5" x 14" CHECKERBOARD SEQUENCE WITH 1000 FT/2 MAXIMUM z 3.. AREA PER POUR CONSTRUCTION JOINTS SHALL OCCUR W 14 x 48 15" 16" 4 x 5" x 14" ON COLUMN CENTERLINES UNLESS OTHERWISE NOTED. PLAN VIEW DETAIL A W 14x82 17" 16" 1" x5" x 16" O CONCRETE COVERING OF REINFORCING SHALL BE AS BEAM POCKET DETAIL FOLLOWS: 1" FROM WHERE SLABS ARE FORMED ON 2 GROUND, 2" FOR SIDES OF GRADE BEAM, PIERS AND SCALE:3/4"=1'-0" WALLS , 3" FOR FOOTINGS. ►n 0 O5 ALL REINFORCING BARS #3 AND LARGER SHALL BE m DEFORMED BARS OF INTERMEDIATE GRADE NEW BILLET 00 STEEL CONFORMING TO ASTM-60 UNLESS OTHERWISE r, NOTED ON THE PLANS. WELDED WIRE FABRIC TO BE ASTM-A-87 AND HAVING A MINIMUM TENSILE STRENGTH z CLOSED CELL SPRAY FOAM AND OF 70,000 PSI. o ROXUL BATT INSULATION SEE THE CONTRACTOR SHALL VERIFY ALL DRAWINGS FOR BUILDING SECTION FOR OASSEMBLY COORDINATION BETWEEN TRADES. LOCATE BOLTS, SLEEVES AND TRENCHES, AS REQUIRED FOR MECHANICAL STAINLESS STEEL ANCHOR BOLTS: 5/g" TRADES, PROVIDE AND OR INSTALL ANCHORS, INSERTS, DIAMETER X 12" LONG WITH HANGERS, ETC AS REQUIRED FOR VARIOUS TRADES. STAINLESS STEEL 3" X 3" X 5/g" PLATE WASHERS SPACED AT 2'-8" O.C. ANCHOR BOLTS SHALL ALSO BE 7 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR i TERMITE SHIELD PLACED LOCATED WITHIN 12" FROM THE REINFORCEMENT DETAILS FOR APPROVAL BEFORE ENDS OF EACH PLATE SECTION AND PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BETWEEN DOUBLE SILL SEAL 1'-0" FROM CORNERS. CHECK ALL DIMENSIONS AND ACCEPT FULL RESPONSIBILITY FOR ALL DIMENSIONAL CORRECTNESS. NO TREATED 2X6 PLATE SEE WALL STRUCTURAL DRAWINGS ARE TO BE REPRODUCED FOR SECTION FOR DETAL SEALANT BOTH SIDES OF USE AS SHOP DRAWINGS. #5 BAR CONTINUOUS PLATE CONTINUOUS00 TOP OF FINISH SLAB 8 CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE DATUM 0'-0") ° - " ,". ° CJ NO MORE THAN 80'-0" APART " '� �" '° � '��:-.>r-- `� �" AND NO LESS THAN 8 0 8"MIN ,�; ° d . " ;s �. FINISH GRADE �i FROM ANY PIER. HORIZONTAL JOINTS SHALL NOT BE o �a PERMITTED. ililul 711111 11111 X MINIMUM 8" BELOW YOP OF SLAB n FOLLOW A.C.I STANDARDS LATEST EDITION FOR ALL oo z SLOPE GRADE AWAY FROM , 4" THICK CONCRETE SLAB. REINFORCEMENT DETAILS OF CONCRETE CONSTRUCTION AS TO TIES, W z FOUNDATION WALL BLEND 1 ANCHORAGE, REINFORCEMENTS, SUPPORTS, ETC. 6X6/W1.4XW1.4 WWF @ CELLAR. INTO EXISTING CONTOURS < .° .• ' A-3 POURED CONCRETE 6" FULLY COMPACTED 10 THREE(3) SAMPLES OF CONCRETE FOR EACH 100 CUBIC FOUNDATION WALL 8" THICK SAND AND GRAVEL O YARDS OF CONCRETE SHALL BE TAKEN FROM THE MIXER W O F' WITH 4" STEM WALL °° AND TESTED IN COMPRESSION IN ACCORDANCE WITH �' p TOP OF FOOTING. 2" RIGID INSULATION, TAPE AND ASTM 059-61 BY A QUALIFIED TESTING LABORATORY. ►---I Q 3-#5 BARS CONTINUOUS TIMSEAL JOINTS (VAPOR BARRIER) ONE CYLINDER SHALL BE TESTED AT 7 DAYS AND TWO W o CYLINDERS TESTED AT 28 DAYS. REPORTS OF CYLINDERS W BOT OF FOOTING �° °' TEST MADE DURING THIS PERIOD SHALL BE SUBMITTED z POURED CONCRETE FOOTING 3"MIN TO THE ARCHITECT FROM THE CONCRETE SAMPLED 8" DEEP X 16"WIDE ABOVE, WITH A RECORD OF THE SLUMP. O w C\2 GROUND WATER. - NO TRUCKS, BULLDOZERS, OR HEAVY EQUIPMENT SHALL 11 BEA '- �1 ALLOWED WITHIN 10 0 OF FOUNDATION WALL UNTIL SUPERSTRUCTURE HAS BEEN ERECTED. `~ w � FOOTINGS SHALL NOT BE SET IN GROUNDWATER. ALERT �D a ARCHITECT IF GROUNDWATER CONDITION' EXIST BEFORE CONSTRUCTION TAKES PLACE. w THE CONTRACTOR SHALL PEFORM ALL EXCAVATION AND BOTTOM OF FOOTING SHALL 13 z NO O DE-WATERING SO AS TO PREVENT ANY DISTURBANCES w W BE A MIN OF 2'-0" ABOVE TO THE BEARING STRATA OF THE SOIL. d GROUND WATER AND BEAR w O w ON UNDISTURBED SOIL. 14 AIR CONTENT, UNIT, WEIGHT AND TEMPERATURE SHALL w W o O BE MADE AND REPORTED WITH THE COMPRESSION T w EST. z O15 KEYS FOR FOOTINGS, FOUNDATION WALLS, ETC MUST BE Q W Q PROVIDED AS SHOWN IN SECTIONS AND DETAILS. a 16 ALL COLUMN BASE PLATES AND COLUMN BASES BELOW a SLAB SHALL BE ENCASED WITH A MINIMUM 3" OF CONCRETE ALL AROUND. DRAWN BY: PJD 17 ALL CONCRETE THAT ON COMPLETION WILL BE EXPOSED TO THE WEATHER, FOOTINGS AND FOUNDATION WALL, SHALL BE AIR ENTRAINED. ��rDAVlp -<1 18 NO CONCRETE ADDITIVE WILL BE PERMITTED EXCEPT AS NECESSARY FOR THE REQUIRED AIR ENTRAINMENT. G s tio.o2�°aa 19 SLABS ON GROUND SHALL BE PLACED ON WELL FOUNDATION WALL SECTION COMPACTED POROUS FILL COMPACTED TO 95% DENSITY. CHECKED BY: 1 SCALE: 3/4"=V-0" 20 BACKFILL SHALL NOT BE PLACED AGAINST FOUNDATION ,OUNDATION WALLS UNTIL THE CONCRETE HAS ATTAINED SUFFICIENT ALL SECTION STRENGHT TO RESIST SUCH LOADS OR FOUNDATION WALL HAS BEEN LATERALLY BRACED. SCALE: 4" = 1'-0" A-4 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS. © 2019 BULD. DEP. 06-14-2019 CALLED NORTH 39'-0" 0 C\{ c� 00 N 8"THICK POURED c j CONCRETE W FOUNDATION Al A z O WALL A-10 x 1 Gl. 4"THICK POURED A-4 CONCRETE STEM WALL I - - - - -oO -- -- - - - - -- - - - - - -- --- - - - -- -- -- -- - - -- - I I I 1 CONTINUOUS POURED CONCRETE I I MATERIAL TO BE FOOTING 8" I 1 DEEP WITH 3-*5 PLACED OVER I I 1'-4" BARS PLACED UNEXCAVATED CONTINUOUSLY MATERIAL SHALL 1 I BE FULLY I COMPACTED I004 8°Iol ( 37 I '-8" I i 8., � o UNEXCAVATED I I NCq O I 2"THICK RIGID I I W INSULATION I I 00 Z 4° A-3 PLACED I i W z0 CONTINUOUSLY I I LEGEND ,� a 17 1 8 BELOW CONCRETE SLAB. JOINTS TO BE TAPED I I NEW POURED CONCRETE WALL I I I I , hT,y• u � O WALL/PARTITION TO - -- -- -- -- �---+ I L - ---- --�- °° - - - -- --- - - - ---- -- -- -- - - -- - - - - - - ---- - --J I BE REMOVED � W I O --- -- -- -- -- - --- -- --- - - -- - - - - ---- - - - - -- -- - - -- - - --- - NEW WALL / PARTITION x PRETREAT LOAD BEARING WALL a� MATERIAL w o BELOW SLAB x WITH AN W c� APPROVED LVL=13/" x 14" MICROLAM OR AS ■ �� "� a TERMICIDE NOTED ON DRAWINGS A t-T, A-10 EGRESS WINDOW SD HARDWIRED AND BATTERY BACKED p UP SMOKE DETECTOR O 39'-0" CO o HARDWIRED AND BATTERY BACKED _ x UP CARBON MONOXIDE DETECTOR O Q w �T� w PROVIDE EXHAUST FAN AT W "' BATHROOMS MIN 50 CFM. VENTFOUNDATION PLAN DIRECTLY TO EXTERIOR OEX.1 w �Dw oC) HOLD A MINI " FRAME AT o z DOOR RETURNS UNLESS OTHERWISE NOTED ON DRAWINGS. SEE DOOR a O SCHEDULE FROST-FREE HOSE BIB DRAWN BY: PJD 3-2X6 POST/ STL. COL. OR AS NOTED ��RFp q�cf ON DRAWINGS ® � ��a0Pm0 0 IK POST/COLUMN ABOVE LJ `t3 bAN� s 4�•0219Aa POST/COLUMN BELOW �► F0 , '° CHECKED BY: FOUNDATION PLAN SCALE:y"=1'-0" A-5 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID OSE,ARCHITECT P.C.,A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF E ARCHITECT'S SERVICES FOR USE SOLELY W ITI I RESPECT TO THIS PROJECT.THE ARCHITECT SI[ALL BE DEEMED THE AUTHOR OF TI ICSC DOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING THE COPYRIGHT.THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECTOR FOR COMPLETION OF TI IIS PROJECT BY OTHERS.©2019 BULD. DEP. 06-14-2019 WINDOW NOTES PROVIDE WINDOWS IN TYPE & STYLE AS INDICATED ON DRAWINGS. WINDOWS AS MANUFACTURED BY ANDERSEN ,400 SERIES. UNITS TO BE HIGH PERFORMANCE ENERGY UNITS .CASING AS PROVIDED BY MANUFACTURE R.SILLS TO BE 2" THICK HISTORIC. ALL UNITS SHALL HAVE PANS AND FLASHEDAS PER MANUFACTURER FOR A WEATHERTIGHT INSTALLATION. HARDWARE 39'-0" & INTEGRAL SCREENS MATERIAL TO BE SELECTED BY ARCH ITECT.CONTRACTOR TO T-52' 13'-32° 18'-3° PROVIDE SHOP DRAWINGS FOR APPROVAL BY ARCHITECT PRIOR TO ORDERING DOOR NOTES NOTE: INTERIOR DOORS TO BE BY REEB OR BATHROOM FIXTURES AND APPROVED EQUAL SIZE AS SHOWN ON PLANS CALLED NORTH ACESSORIES SHALL BE 1-3/4" THICK .DOORS TO BE PREHUNG UNITS SELECTED BY ARCHITECT WITH 1-1/2 PAIR OF BUTT HINGES. HARDWARE NOTE: FINISH& OPERATION TO BE SELECTED BY PROVIDE SCUTTLES AT ARCHITECT .HARDWARE BY EMTEK OR ATTIC SPACES As APPROVED EQUAL.PROVIDE ALL REQUIRED o REQUIRED ARCHITECT To DOOR STOPS AND ACESSORIES.DOOR � LOCATE IN FIELD N FRAMESTO BE 4" THICK.DOOR PROFILES AND PROVIDE STYLE TO BE SELECTED BY ARCHITECT. CEILING JOIST EXI IAUST FAN co CONNECT _ LEADERS TO AT BEDROOM VENT DIRECTLY w A z UNDEGRouND AND BATH To To EXTERIOR EXTERIOR DOORS TO BE BY ANDERSEN 400 A-10 BE 2 X 8 AT 16" AS PER x STORM COLLECTION O.C. REQUIREMENTS SERIES HIGH PERFORMANCE INSULATED 0. SYSTEM O O OF ENERGY UNITS. DOORS TO BE FULLY TYPICAL I CODE WEATHERSTRIPPED UNITS WITH CONTINUOUS — — — — — — 2-WDH3052 — — — — — —I— 2-WDH3052 PANS BELOW .HARDWARE TO BE SELECTED BY ARCHITECT I "•N �rV (3) 11-7/8" MICROLAM LVL (3) 11-7/8" MICROLAM LVL, I PROVIDE 16)68 DHw I SAFETY �,I� OVERHEAD DOORS TO BE METAL FRAME N 1.5 O — J "' GLAZING AT SECTIONAL DOORS WITH SAFETY GLAZED PROVIDE 5- ��; - 5`8' H, SHOWER ADJUSTABLE 32" 2'-2" 2 3'-4" 52 PANELS,FULLY GASKETED TRACK SYSTEM LIVING wooD SHELVES �N I, WDH18210 0 FRAMES TO HAVE COLOR AND FINISH CATHEDRAL CEILING BEDROOM = 1'4 I SELECTED BY ARCHITECT FLAT CEILING Tll - "P_ --i _ REF. 1 _ _______________________ ___ ALL DOOR RETURNS TO BE 6" ------ > _-_ _ LINE OF FLAT UNLESS OYHERWISE NOTED C G I NOTE: 00 1 ¢ CEILING ABOVE 31„ 2" I 51.. I KITCHEN FABRICATOR SHALL 52" _, 14'-0" 2 12'-0" i 11'-4° 2 I COORDINATE THEIR WORK WITH INTERIOR o I SD/CO 1.8 �Lp9DXl-1�1U�T_ J DRAWINGS PROVIDED BY ARCHITECT/ -' 3- WDH3052 Ol -------- -_ N ( bo POLISHED VENT DIRECTLY INTERIOR DESIGNER ti SD/CO TO EXTERIOR v >_ WINDOW CONCRETE SLAB °iN F- WINDOW LABOVE O I _ PROVIDE `' i 3 ' 31" i > I ABOVE7OWDH2O210 I 3-. " vy, 2 4 2 3'-8" 52'I p WDH2O210 Z ------ O�ta'IZO_L------------"-'�°° - -- ----- IV1T �IE -----¢ 3 o I 00 ^ --- JOINTS AS _ _ _ O `�' N1 7 /ml I CATHEDRAL CEILING z Q CUSTOM 0 LEGEND ^' C? INDICATED AND O i _ o I - ---4,RRROV�EB-B-Y-------��M ----- w �' I i I i PROVIDE PAN t� 1.6 °° ( NOTE ARCHITECT I 4'-0" TRIMMED i I i AND FLOOR i N - Q � >I LOCATE 2-HOSE I OPENING °° o - � I BIBS AS PER �� POURED CONCRETE WALL :. :.:: :: •, DRAIN BELOW i .. : . I i WASHER i 1.3 ARCHITECT O 1.1 - ; ; 1.2 ; �� °� � WALL/PARTITION TO (3) 11-7/8" MICROLAM LVL ry (3) 11-7/8" MICROLAM LVL i BE REMOVED —11 W NEW WALL / PARTITION ::..::...:..:.:.:.: . W z l3) 11-7/8" MICROLAM LVL `, ....::• I 8'-0"WIDE X 9'-0"HEIGH O.H.SECTIONAL DOOR I 8'-0"WIDE X 9'-0"HEIG O.H.SECTIONAL DOOR � � - ' •= I- - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - -- O LOAD BEARING WALL O CONNECT I LINE OF ROOF LEADERS TO I ABOVE W x ouND STORM LVL=1%" x 14" MICROLAM OR AS STORM NOTED ON DRAWINGS U� COLLECTION INSTALL SYSTEM �A 0 EXTERIOR EGRESS WINDOW 0 Q TYPICAL WALL 1 U INSULATION AS SD ^ ►-� p, PER WALL HARDWIRED AND BATTERY BACKED O N SECTION UP SMOKE DETECTOR O w w PROVIDE U O F~ UNINTERRUPTED HARDWIRED AND BATTERY BACKED 0CO w w N THERMAL UP CARBON MONOXIDE DETECTOR ENVELOPE AS W IL-1 Q PER ENERGY w CCDE PROVIDE EXHAUST FAN AT W p BATHROOMS MIN 50 CFM. VENT w W DIRECTLY TO EXTERIOR OEX.1 Q HOLD A MINIMUM OF 6" FRAME AT o DOOR RETURNS UNLESS OTHERWISE 04 1`. O 6-84" 12'- ' 19' 6° NOTED ON DRAWINGS. SEE DOOR a '-' Ir Ir SCHEDULE DRAWN BY: PJD 39'-0" FROST-FREE HOSE BIB 3-2X6 POST/ STL. COL. OR AS NOTED �C33��° T ON DRAWINGS ® e� ��Qavl°4os`�OA >y POST/COLUMN ABOVE (� ;1 L J .� POST/COLUMN BELOW CHECKED BY: FIRST FLOOR PLAN SCALE:Y4"=1'-0" A-6 TI IE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE,ARC]IITECT P.C.,A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF TE ARCHITECT'S SERVICES FOR USE SOLELY W1" RESPECT TO THISS PROJECT.THE ARCI II"fCC'I'SI TALL BE DEEMED'['1IC AU'f110R OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING THE COPYRIGHT.TIiGSC ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT RE USED BY THE OWNER OR O'T'HERS ON OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECTOR FOR COMPLETION OF THIS PROJECT BY OTHERS.©2019 BULD. DEP. 06-14-2019 CALLED NORTH Lr, 0 N co 00 N r=, M LINE OF ROOF BELOW A w A-10 ALUMINUM HALF ROUND Q SEAMLESS 4"GUTTERS x WITH 3"DIAMETER a" LEADERS COLOR AS SELECTED BY ARCHITECT I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - , I rz PROVIDE ICE AND WATER cO SHIELD AT RAKES AND N ¢ EAVES AS REQUIRED I I 00 2 X 12 RIDGE BOARD I x I I � I � I I � I I w 0 LEGEND ° I NEW POURED CONCRETE WALL �.. � O I I WALL/PARTITION TO - - - -- -- -- �+ p BE REMOVED - -- - - - - -- U� W - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - � NEW WALL / PARTITION w z LOAD BEARING WALL O a W � I Q I ASPHALT ROOF SHINGLE w TIMBERLINE ►►"-�� WEATHERED WOOD BY LVL=1 4" x 14" MICROLAM OR AS �- ■ — ■ �"-' a' °� GAF OR APPROVED NOTED ON DRAWINGS Uj EQUAL HIGH WIND A jj APPLICATION.ON 30# (�, Q A-10 EGRESS WINDOW BUILDING PAPER � V HARDWIRED AND BATTERY BACKED SD p ROOF OVERHANG SEE UP SMOKE DETECTOR O w ►-� o BUILDING SECTION A-10U HARDWIRED AND BATTERY BACKED CO z w N x UP CARBON MONOXIDE DETECTOR O Q r w PROVIDE EXHAUST FAN AT W `� ROOFPLAN BATHROOMS MIN 50 CFM. VENT OEX.1 DIRECTLY TO EXTERIOR Q W as Q HOLD A MINIMUM OF 6" FRAME AT o = m DOOR RETURNS UNLESS OTHERWISE NOTED ON DRAWINGS. SEE DOOR a O SCHEDULE FROST-FREE HOSE BIB DRAWN BY: PJD WED AP 3-2X6 POST/ STL. COL. OR AS NOTED �J ��Qavlo�oo� ON DRAWINGS POST/COLUMN ABOVE � 61 ��°•0219 POST/COLUMN BELOW f�+ �T�OF CHECKED BY: ROOF PLAN SCALE:y"=F-0" A-7 V S A. FOR THIS PROJECT ARE INSTRUMENTS OF HE ARCHITECT'S SERVICES FOR USE SOLELY WIT[ 'SP4' TI IE DRAWINGS AND SPECIFICATIONS PREPARED BY JO[IN DAVID ROSE,ARCHITECT P.C.,A I T EL 1 1 RESPECT TO TiTI IIS PROJECT.TI IE ARCHITECT SI[ALL BE DEEMED"I'HG AUTI IOR OF TI IL_L DOCUMENTS AND SI TALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGI ITS,INCLUDING THE COPYRIGI IT.THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECTOR FOR COMPLETION OF THIS PROJECT BY OTHERS.©2019 BULD. DEP. 06-14-2019 4"X 8 AZEK FRIEZE BOARD OR APPROVED EQUAL q"X 8 AZEK FASCIA BOARD OR APPROVED EQUAL ASPHALT SHINGLE ROOF ,TIMBERLINE ,WEATHERED WOOD BY GAF OR APPROVED EQUAL ON 30"BUILDING PAPER HIGH WIND APPLICATION TOP OF RIDGE 12 ( 18'-11-1/16") PROVIDE ICE AND WATER SHIELD AT ROOF RAKES AND EAVES AS 10 REQUIRED ALUMINUM 4" HALF ROUND SEAMLESS GUTTER AND 3" DIAMETER LEADER ' COLOR AS SELECTED BY ARCHITECT r� c� w WINDOW TRIM a X 4 HISTORIC WITH 2"THICK HISTORIC SILL TOP OF PLATE d ( 9'-9-1-1/8") F- x :... x o R & R PERFECTIONS CEDAR SHINGLE SIDING :;:;. 00 WITH 6" EXPOSURE rL CV W CEMENT WASH AT Z EXPOSED FACE OF O x FOUNDATION WALL a TOP OF SLAB � I 0'-0" 8"MINIMUM ABOVE i GRADE POURED CONCRETE —— — — — BOTTOM OF FOOTING FOUNDATION - - - - - - - - - - - - - - - - - - - - - - -- BOTTOM OF FOOTINGS SHALL BE A MINIMUM 4'-0" BELOW GRADE AND BEAR ON UNDISTURBED SOIL OR FULLY COMPACTED MATERIAL NORTH ELEVATION 0 W A OO Z A-10 w � o ASPHALT SHINGLE ROOF t O TOP OF RIDGE TIMBERLINE,WEATHERED I O WOOD BY GAF OR APPROVED t �� Ca EQUAL ON 30#BUILDING PAPER HIGH WIND APPLICATIONr �1 O w � z ALUMINUM 4"HALF O ROUND SEAMLESS per, GUTTER AND 3" w O DIAMETER LEADER COLOR AS SELECTED BY ARCHITECTw� W rn Q � PROVIDE ICE AND WATER SHIELD AT ROOF RAKES w AND EAVES AS REQUIRED TOP OF PLATE p w \JF 4 X 8 AZEK FASCIA BOARD ¢ U OR APPROVED EQUAL O R & R PERFECTIONS : m W U CEDAR SHINGLE SIDING WITH 6 EXPOSURE ._ zx RIM a X 4 HISTORIC W N U WITH 2 THICK HISTORIC SILL Q � OxK w :... POURED CONCRETE ... TOP OF SLAB FOUNDATION W az 8"MINIMUM ABOVE GRADE ' CEMENT WASH AT t EXPOSED FACE OF BOTTOM OF FOOTING — t FOUNDATION WALL DRAWN BY: PJD BOTTOM OF FOOTINGS - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - � SHALL BE A MINIMUM 4'-0" f t BELOW GRADE AND BEAR / t ON UNDISTURBED SOIL OR I FRED ARC FULLY COMPACTED MATERIAL o Ku ,vi A ST �a.021°�'F` cL �Tr OF N �0 CHECKED BY: EAST ELEVATION NORTH & EAST ELEVATIONS SCALE:y"=1'-0" A- 8 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE,ARCHITECT P.C.,A.I.A. FOR TI IIS PROJECT ARG INSTRUMENTS OFT[IE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO TI IIS PROJECT.THE ARCHITECT SF[ALL BE DEEMED1 E AUTHOR 017 THESEESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING THE COPYRIGHT.THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SI TALL NOT BE USED BY THE OWNER OR OTI IERS ON OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECTOR FOR COMPLETION OF THIS PROJECT BY OTHERS.02019 BULD. DEP. 06-14-2019 4 X 8 AZEK FASCIA OR APPROVED EQUAL 4 X 2 AZEK FRIEZE OR APPROVED EQUAL ASPHALT ROOF SHINGLE TIMBERLINE,WEATHERED WOOD BY GAF OR APPROVED EQUAL HIGH WIND APPLICATION TOP OF RIDGE 12 10 PROVIDE ICE AND WATER SHIELD AT ROOF RAKES AND EAVES AS REQUIRED ALUMINUM 4"HALF ROUND SEAMLESS GUTTERS AND 3" DIAMETER LEADERS COLOR TO BE SELECTED BY ARCHITECT w > TOP OF PLATE " o R&R PERFECTIONS o ( 9'-9-1-1/8") CEDAR SHINGLE SIDING N z WITH 6 EXPOSURE 00 00 a ` N x :: : I WINDOW TRIM 4 X 4 HISTORIC co at E.. WITH 2"THICK HISTORIC SILL CEMENT WASH AT x r; ,Yk. EXPOSED FACE OF : . ... ;.::; ; .. FOUNDATION WALL TOP OF SLAB ... IIS 0'-0") 8"MINIMUM ABOVE GRADE ! C POURED CONCRETE FOUNDATION BOTTOM OF FOOTING BOTTOM OF FOOTINGS - - - - - - - - - - - - - - - - - - - - - -- - - - - — — SHALL BE A MINIMUM 4-0" BELOW GRADE AND BEAR ON UNDISTURBED SOIL OR SOUTH ELEVATION FULLY COMPACTED MATERIAL 00 cfl rn O A 00 z A-10 l�- W � O PROVIDE ICE AND WATER SHIELD AT ROOF R AND EAVES AS REQUIRED I C) I ASPHALT SHINGLE ROOF ,TIMBERLINE ,WEA' TOP OF RIDGE O ( 18'-11-1/16") WOOD BY GAF OR APPROVED EQUAL ON 30# Q BUILDING PAPER HIGH WIND APPLICATION w Q �j z 4 X8 AZEK FASCIA BOARD OR O APPROVED EQUAL w Q w OVERHEAD SECTIONALw Q w DOOR 9'-0"WIDE BY K-0" UM 4"HALF ~� a C) ROUND HEIGHT TEMPERED GLASS GUTTER AND 3" PANELS COLOR OF � F- FRAMES TO BE SELECTED DIAMETER LEADER w fit, TOP OF PLATE BY ARCHITECT SELECTED U � BY ARCHITECT 1 w ( 9- 1 -"") CONTRACTOR TO PROVIDE STORM PANELS. 0 PERIMETER OF DOOR TO BEAl .. � WEATHER SEALED TOP R&R PERFECTIONS AND SIDES BY W E� THERMOTRAK WITH .., .....�,� ".:: .,v: :: , ,.,; ��:.. ° ', . ; , �• ;: CEDAR SHINGLE SIDING z x :. .: .. N k. a W ►-� U ... �:: BOTTOM SEALED WITH �. ,:. WITH 6"EXPOSURE BRUSH SEAL Q �...... a... .. r: ..x .. '�: ... .. .:. . F77 7:7 ;. W W .. ........ :.... . .. :. ............ `` .. .,. z CEMENT WASH AT .....:::: EXPOSED FA r� 7 TOP OF SLAB CE OF W W FOUNDATION WALL Y) ( DATUM 0,-0") O Q 8"MINIMUM ABOVE a O GRADE SLOPE GRADE AWAY FROM POURED CONCRETE FOUNDATION AND BLEND E FOUNDATION BOTTOM OF FOOTING INTO EXISTING CONTOURS — I I, J DRAWN BY: PJD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - BOTTOM OF FOOTINGS SHALL BE A MINIMUM 4'-0" I BELOW GRADE AND BEAR RSD CONNECT LEADERS TO ON UNDISTURBED SOIL OR 4z. orT FULLY COMPACTED �onvlpR fin. UNDERGROUND STORM MATERIAL ; �r i COLLECTION SYSTEM A A-10 R s 4�•0210, � J e� GF CHECKED BY: WEST ELEVATION SOUTH & WEST ELEVATIONS SCALE:4"=1'-0" A-9 V ¢, • T RE INSTRUMENTS OFTHE ARCHITECT'S SERVICES FOR U..L SOLELY WITH RESPECT TOT[ I S• TI IL•'DRAWINGS AND SPECIFICATIONS PREPARED BY JOIN DAVID ROSE,ARCI IITECT P.C..A.I.A. FOR THIS PROJECT A T T T I S PROJECT.TI IE ARCHITECT SHALL BE DEEMED THE AUTI IOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING THE COPYRIGI IT.THOSE ARCI IITCCTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY TI IE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF TI IIS PROJECT BY OTEIERS.©2019 BULD. DEP. 06-14-2019 SEE DRAWING A-11 FOR FASTENERS AND HOLD DOWN LOCATIONS AND DETAILS DVER HEAD SECTIONAL DOOR WITH SLOPED TRACK INSTALL AS PER MANUFACTURERS REQUIREMENTS ASPHALT ROOF SHINGLES 67 TIMBERLINE ,WEATHERED 2 X 6 COLLAR TIES AT WOOD BY GAF OR APPROVED EACH RAFTER EQUAL HIGH WIND APPLICATION 2 X 12 RIDGE BOARD o 8" CDX EXETRIOR GRADE c PLYWOOD 00 N A INSULATION AT ROOF c ASSEMBLY 3"CLOSED CELL CO A-11 AND 5-1/2"OF ROXUL BATT W TOP OF RIDGE INSULATION TOTAL R=42.5 Z PROVIDE ICE AND WATER a n ASHIELD AT ROOF RAKE AND EAVES AS REQUIRED w 12 oaa 10 ALUMINUM 4"HALF ¢ " ROUND SEAMLESS 4'T&G CLEAR CEDAR SOFFIT "? GUTTERS AND 3" T; t: PROFILE TO BE SELECTED BY c� B DIAMETER LEADERS ARCHITECT y.. A-11 COLOR TO BE v SELECTED BY a X 8 AZEK FASCIA OR ARCHITECT TOP OF PLATE APPROVED EQUAL LIVING HEAD HEIGHT AT F , . DOORS AND WINDOWS (,'-8"TYPICAL R & R PERFECTIONS CEDAR SHINGLE SIDING WITH 6"EXPOSURE 5/4 X 2 AZEK FRIEZE ` BOARD OR APPROVED ��` '.:. " � ;;. ; WINDOW TRIM 4X 4 HISTORIC � EQUAL 1 2 WITH 2 THICK HISTORIC SILL PERIMETER SEAL BY THERMOTRAX OR APPROVED EQUAL -_ O EXTERIOR WALL ASSEMBLY LINE OF O.H. 2X6 PRECUT STUDS AT 16" TOP OF SLAB SECTIONAL DOOR O.C. WITH 8"EXTERIOR CDX 00Z ( 0'-0") PLYWOOD SHEATHING LAYERS OF 15#BUILDI?�G w Z 8"MINIMUM ABOVE 1 GRADE PAPER FINISH TRIM/BASE D MOULDING WINDOW CASING INSULATION AT EXTERIOR TO BE SELECTED BY A-11 WALLS TO BE 2"CLOSED CELL BOTTOM OF FOOTING ARCHITECT AND 3.5"OF ROXUL BATT INULATION TOTAL R=28 �•L� c O &'GYP BOARD AT WALLS C/) AND CEILING TAPED AND SPACKELED V 1 w CEMENT WASH AT w �" POLISHED CONCRETE SLAB EXPOSED FACE OF Z PROVIDE CONTROL JOINTS FOUNDATION WALL AS INDICATED AND a APPROVED BY ARCHITECT w Q POURED CONCRETE FOUNDATION W 2'THICK RIGID INSULATION BOTTOM OF FOOTINGS SMALL BE A MINIMUM 4'-0" PACED CONTINUOUSLY ON U� Q BELOW GRADE AND BEAR FJLLY COMPACTED N ON UNDISTURBED SOIL OR � NfATERIAL RIGID w FULLY COMPACTED U II`1SULATION TO HAVE JOINTS TAPED AND SEALED MATERIAL I Gti, O PROVIDE PRETREATMENT W E OF MATERIAL BELOW SLAB Z N WITH AN APPROVED Q W '""' u TERMICIDE w � O � w FROVIDE SADDLE OVER w O INSULATION JOINT TYPICAL W FROVIDE TERMITE SHIELD Z Q OVER RIGID INSULATION AT Q r T1 Q FERIMETER WITH SEALED w EDGE O Z O � x BUILDING SA-A DRAWN BY: PJD �SgE lq 1C= pia 100 .� o A ST 021�' ATFQn*te0�4 CHECKED BY: BUILDING SECTION A-A SCALE:%"=1'-0" A- 10 S' ' INSTRUMENT IIARCHITECTS V W J C TfIE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE,ARCHITECT N.C. A.I.A.A.LA. FOR TI II PROJECT ARE SOFT E SERVICES FOR USE SOLELY ITI I RESPLCT'I O THIS PROJECT.f.TIIL ARCHITECT SI IALL BE DCCMED THE AUTI IOR OF THESE DOCUMENTS AND J TALL RETAIN � TAI ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING THE COPYRIGHT.TI IESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS.02019 BULD. DEP. 06-14-2019 A SIMPSON LSTA24-20 GAUGE RIDGE STRAP W/9- IOD NAILS EACH END ALL ROOF RAFTERS ATTIC JOISTS HEAD SEE PLANS FOR SIZE SEE OLD DOWN AND SHEAR CONNECTION CRITICAL PATH DRA G FOR MORE INFO ICE SHIELD UNDERLAYMENT REQUIRED GARAGE DOOR OPENINGS SIMPSON H3 HURRICANE LIP NAILED FROM 24" FTER TO BAND JOIST T PICAL ALL RAFTERS 5 8d NAILS EACH END PLYWOOD PANEL GLUED AND NAILED WITH D NAILS AT 4-O.C. AT PERIMETER, 8" O.C. OR SPACES. DOUB JACK STUDS N _ - cn ROVIDE 8d COMMON00 W 8 AQ PLATE SET ON FOUNDATION LL APA RATED PLYWOOD TO NAILS�4"O.C. AT = _- N_ EXTEND ONTO BAND JOIST EXTERIOR EDGE OF ALL -$ � z�Y4" CME BOLTS TO RUN SHEATHING THROUGH DOUBLE JACK STUDS AND KING = W z ° lit SIMPSON LSTA36 32"O.0 WRAP AROUND RAFTER PLATE W/12- 10d NAILS II II EACH END-TYP. II II II II II II L� SIMPSON MSTA24 @ 32"O.0 q" PLYWOOD SUBFLOOR W/9- 10d NAILS GLUED AND NAILED(TYPICAL) EACH END-TYP. SIMPSON HD5A HOLD DOWN STRAP PROVIDE SOLID BLOCKING AT - = �" x Iz" ANCHOR HOLT ALL SUBFLOOR EDGES-FIRST _ TWO BAYS OF FRAMING-TYP. _ 5000 PSI CONCRETE O1 WIND LOAD CONNECTIONS AT GARAGE DOOR OPENINGS 2ND LEVEL JOISTS00 9 FLOOR,101ST SCALE: N.T.S _ �-'- = CO LYWOOD SHEATHING _.... _......__._...... .___.... ...................._.__........_....... r O TO OVER LAP BOX ._..__.._.___..._....._....... ...._..........._.__... 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ED A 'C R RC/, E S / p T C� pAVlO <` h h o �•i s T 9 < 18 0 0 JOI S S 1 < < S • f v v o � 1 CP <6 < 3Cf ;:>:s:�:�;;:::::::;:::::;;;:;:;:�;;n;;;;;;: •��: � SECTION A �rF0 N�� GABLE ROOFS HIP ROOFS 2 X MIN.BLOCKING. PACK GABLE ROOFS CHECKED BY: 6 �< 1(�' 10° <9 �< 30° OUT JOIST AS REQUIRED 10°<e �< 45° PROVIDE 8d NAILS 0 4" O.C. AT PERIMETER INTERIOR PORTIONS OF PANELS IN HIGH PRESSURE ZONES. TRAPPING END WALL BLOCKING NOTE : a = 4 FT. IN ALL CASES ETAILS 2 F LOCATIONS-IONS COMPONENT AND CLADDING PRESSURE Z NE `GALE: AS N( DIAGRAM, SEE PLANS OR OC 4 C GO S SCALE: NONE SCALE: NONE A— 1 THE DRAWINGS AND SPECIFICATIONS PREPARED BY JOHN DAVID ROSE, ARCHITECT P.C., A.I.A. FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THESE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHER'