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HomeMy WebLinkAbout43145-Z pip c � Town of Southold 8/17/2020 P.O.Box 1179 ca V 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 02555 Date: 8/17/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 56425 CR 48, Greenport SCTM#: 473889 Sec/Block/Lot: 44.4-24 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/3/2018 pursuant to which Building Permit No. 43145 dated 10/17/2018 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 with unfinished attic space, second floor deck, rear stoop, covered front porch and attached two car garage as applied for. The certificate is issued to Newman, Stuart&Joyce of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH°APPROVAL R10-18-0060 3/4/2020 ELECTRICAL CERTIFICATE NO. 43145 12/4/2019 PLUMBERS CERTIFICATION DATED 2/24/2020 Deacy/? uth e Signature �SOFFut,�co TOWN OF SOUTHOLD a BUILDING DEPARTMENT 0 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#: 43145 Date: 10/17/2018 Permission is hereby granted to: Newman, Stuart & Joyce 5261 Fieldston Rd Riverdale, NY 10471 To: make additions and alterations to an existing single family dwelling as applied for per DEC, Trustee, amd SCHD approvals. At premises located at: 56425 CR 48, Greenport SCTM # 473889 Sec/Block/Lot# 44.-1-24 Pursuant to application dated 10/3/2018 and approved by the Building Inspector. To expire on 4/17/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $824.80 CO -ADDITION TO DWELLING $50.00 Total: $874.80 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. 0 /fy- New Construction: // Old or Pre-existing Building: (check one) Location of Property: (D z O House No. Street Hamlet Owner or Owners of Property: -4 &M4 Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: t� Request for: Tempora�rertificate Fee Submitted: $ Final Certificate: (check one) Appli nt t e Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.riche rKED-town.south old.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE } SITE LOCATION Issued To. Newman Address: 56425 CR 48 City: Greenport St: New York Zip 11944 Building Permit# 43145 Section 44 Block- 1 Lot 24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Danial Wilcenski Electric License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 44 Ceiling Fixtures 13 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 11 Wall Fixtures 17 Smoke Detectors 2 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 40 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer AppliancesfQ Dryer Recpt 20a Emergency Fixture Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment. 5-combination smoke / co detectors, 3-bath fans, gas cook top, electric oven, range hood,6-under cabinet lights,7-ARC fault circuit breakers, 1-GFCI circuit breaker Notes: 11-KW stand by generator,50a"Generac"generator panel Inspector Signature: Date: December 4 2019 81-Cert Electrical Compliance Form.xls 080 Town Hall Annex t Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 11790 ® �S Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD ;l F E B 2 7 2020 CERTIFICATION" Date: (D a la-0 Building Permit No. 1-13 q S Owner: S 1 v 6.%#- To'`/ae, )`tom vA-c�••--a. (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (PIU ber ignature) A Sworn to before me this U `1 day of �(U 20 20 =01R06313000 RIGUEZ Note of New York 13000olk CountyMy Cres Oct 14, 2022 Notary Public,_ = County C� 1� OF SOUIyo f * y � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ,- [V('FOUNDATION 1ST ROUGH PL13G. [ ] 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: coo DATE �� ��" l INSPECTOR 3 �S OE SOUTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. °�ycourm, 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION " [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �s ok)DATE Y(o Lt9'� INSPECTOR *�+ TOWN OF SOUTNOLD BUILDING DEPT. romm�'� 765.1802 INSPECTION [ ] FO NDATION 1ST [ UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION IFFRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION FIRE ESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ECTRICAL (FINAL) [ ] CODE VIOLATION CAULKING REMARKS: fVNV\ D 6) ��guab V I1P� f;w vv\, r v eD�vl CA/ f � ah SDOw, :gtn tnu&- hrg,, A-4~af tAYV(le�, DATE INSPECTOR Q� D�-r��w9 � � OF SOUTho� TOWN OF SOUTHOLD BUILDING DEPT. `yCouKr+��'' 765-1602 INSPECTION - I FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �y l�j INSPECTOR SOUT�OIo } # TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 = = INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rSLATIOWCAULKING U FRAMING /STRAPPING [ NAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] "FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONr� [ ] PRE C/O REMARKS: fVl nn) "' u N �T ' , Kad AmtjtV7 ✓✓sem 0 (,Wwd Virg 104All., 6A%. DATE 0 °�'� INSPECTOR Robert I. Brown Architect, P.C. 205 Bay Avenue,Greenport, NY 11944 info@ribrownarchitect.com 631-477-9752 May 18, 2019 Mr. Michael Verity, Chief Building Inspector Town of Southold Building Department Southold, NY 11971 Re: Newman Residence 56425 Rte 48 Southold,NY SCTM No. 1000-44-01-24 Building Permit No. 43145 Dear Mr. Verity, This letter is to confirm that based on my inspections (including pressure test) of this project, and to the best of my knowledge, belief and professional judgement, the framing, strapping, and rough plumbing as constructed comply with the plans and applicable building codes. If you have any questions, or require additional information, please feel free to'contact me. Thank you for your attention to this matter Si ce ly, F-o AROy 5 /T O �O R Bert town, A.I.A. Cc: Inland Homes cP�gT Ig341 FOF NE�� D Li M AY 2 3 2019 �- T. Robert I. Brown Architect, P.C. 205 Bay Avenue,Greenport, NY 11944 info ,ribrownarchitect.com 631-477-9752 May 21, 2019 Mr. Michael Verity, Chief Building Inspector Town of Southold Building Department Southold, NY 11971 Re: Newman Residence 56425 Rte. 48 Southold, NY SCTM No. 1000-44-01-24 Building Permit No. 43145 Dear Mr. Verity, This letter is to confirm that based on my inspection of this project, and to the best of my knowledge, belief and professional judgement,the insulation as installed complies with the plans and applicable building codes. If you have any questions, or require additional information, please feel free to contact me. Thank you for your'attention to this matter Si rely, oo rown, A.I.A. Q�° As�2 Cc: Inland Homes I 7634A Q. M AY 2 3 2019 \ J u � Uyr � RS RATtIVGS 4fiANVAL l' G� 3R(�ARTY TESTING 00ddle Island NY, e253° ANTl-IOIVYJo RAC7(ANT/I1}BULB}'ST EIt/l-1S C(�ti�` �;`;��` •-;ice RADIANTINSUL4TIONSYSTEMS.COM — .•. _. _ . �•`= ECL-`631=879=2851`"'�-OEFICE-6�1='92�'=©5C3(?;� .,,,� . ,� ,r,t�� - January 27, 2020 7-est D_ ut Notice Inland Homes - Site 315 Vestphalia 56425 Route 48 Mattituck NY 11952 Southold NY 11971 631-298-9696 inlandhomes@optimum.net Description Target , Unit Test Result Compliance Pass/Fail Duct Blaster Test- < cfm25 sf cfrn25=4/100 sf 2015 IECC 403.3.4<4 cfm/100 sf(Prescriptive- Pass Total Leakage N/A DUCTS FULLY IN CONDITIONED SPACE Mandatory does not have a compliance target) --------------- ----- --------- - -- ---- - ------ -- --------------- ------- -- - -- ----- ------------------------------------------- ------- - -- --- - Duct Blaster Test- < cfm25 sf cfm25 =4/100 s - HERS Rating Method Pass Leakage To Outside N/A DUCTS FULLY IN CONDI ,IONED SPA E - - - - Blower Door 1,549< cfm50 30,984 v 1,484.8 cfm50 -�3ACH 2015 IECC 402.4.1.2<3 ACH Pass - --- -- - - - - - - •- - -- ---- ---- - ------------ Test --------- - Test Out Conditions-65F indoors 25F Outdoors No Wind-Standa d Level of Ac racy-RESNET Multi Point Test Performed [1-21-2020] - - - --------- I, Anthony Jones, Certified HERS Rater#3808022, Tested and erified a above structure and certify compliance with 2015 IECC as adopted by NYS A vLth 0 VUUJ owes HERS Rater, BPI BA, BE, HP, ASHP Digitally Signed 1/27/2020 6:20 AM ENERGY EFFICIENCY CERTIFICATE �+ f Address: 4 i City: c �� xr,l� ii,IGtl State:-t&-- Zip Code: 119'7/ " v Residential Compliance Path U (Only one shall apply) Prescriptive R IZ Prescrip'tive UA ❑ Prescriptive U ❑ Performance ❑ ERI ❑ Index: _ Component Values Ceiling R or U-value: Wood Frame Wall R or U-value: —Pu— 4>.(, Mass Wall R or Ll-value: o Floor R or U-value: — _,_ -- . J i Basement Wall R-value: Slab R-value: Depth: Crawl Space R-value: n E Fenestration Ll-Factor:-Factor: >� SHGC: ° Skylight U-Factor: m P / m Ducts Outside of �,�Lf Thermal Envelope 11-value: Supply R-8 ❑ ! Other R-6 Y Building Envelope Air Leakage: � ��a Air Changes per H r:.-=' v Duct System Air Leakage: /� /! CFM per 100 ft., Rough In Testing: ❑,/ L Post}Construction Testing: O,/l vii HeatingSystem Efficiency: 1 it r y Cooling System Efficiency: Water Heating Efficiency: ` �' `a �' " ��~ 'fj , A�SS c Gas Fired Unvented �' © 0 u Room Heater: ❑ f c 0 Electric Furnace: ❑ I Baseboard Electric Heat:❑ 2 C Qj This Certificate is based upon 2015 International Codes, i asAmended by the 2017 Uniform Code Supplement. ( o This Certificate shall be posted on or in the electrical distribution panel I U O /'ir1 :`yi/�.L !'9�� ` b4•r � 'C��t� ;' 1� i 4 i1✓ i JAN 3 0 2020 -��- Manual S Compliance Report Job: INL-01-2020 wrightsof , Date: Jan.25 2020 Zone 1 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email:AnthonyJ@RadiantlnsulSystems.com Web:WWW.RadiantlnsulSystems.Com ® • • • For: Newman Residence 56425 Route 48, Southold, NY 11971 • • • Design Conditions Outdoor design DB: 84.3°F Sensible gain: 16671 Btuh Entering coil DB: 78.4°F Outdoor design WB: 71.7°F Latent gain: 3069 Btuh Entering coil WB: 64.3°F Indoor design DB: 75.0°F Total gain: 19739 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1NB+RH1T2417STANAA Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 101% of load Latent capacity: 7200 Btuh 235% of load Total capacity: 24000 Btuh 122% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 16.0°F Heat loss: 34075 Btuh Entering coil DB: 0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type- Manufacturer: Model: Actual airflow: 800 cfm Output capacity: 0 Btuh 0% of load C3pagrtyrWance: 0 OF Supplemental heat required: 0 Btuh Economic balance: 0 OF Backup equipment type: Manufacturer: Model: Actual airflow: 800 cfm Output capacity: 0 Btuh 0% of load Temp. rise: 0 OFf Meets all requirements of ACCA Manual S. !' JAN 3 0 2020 .myr7 2020-Jan-29 11 17.55 PMR.k^I0..6FIm " W6'i —69 11n�1uwry fnft® Right-Sude®Universal 2019 19.0.01 RSU25329 Page 1 �C� . \Documents\Wnghtsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces: E Manual S Compliance Report Job: INL-01-2020 Wrlghtsot® Date: Jan.252020 Zone 2 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone.631-879-2851 Email.AnthonyJ@RadiantlnsuiSystems.com Web.WWW.RadiantinsulSystems.Com ® • 0 0 For: Newman Residence 56425 Route 48, Southold, NY 11971 • • • • • Design Conditions Outdoor design DB: 84.3°F Sensible gain: 18180 Btuh Entering coil DB: 78.0°F Outdoor design WB: 71.7°F Latent gain: 1915 . Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 20095 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1NB+RH1T2417STANAA Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 92% of load Latent capacity: 7200 Btuh 376% of load Total capacity: 24000 Btuh 119% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 16.0°F Heat loss: 24155 Btuh Entering coil DB: 66.6°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Bosch Thermotechnol Model: ZBR 42-3 Actual airflow: 800 cfm Output capacity: 135000 Btuh 559% of load Meets all requirements ofACCA Manual S. 2020-Jan-29 11.17.55 wrigl7tsoft® Right-Sude®Universal 2019 19 0 01 RSU25329 Page 2 ...1Documents%wnghtsoft HVAC1Newman Residence.rup Calc=MJ8 Front Door faces: E Residential ■ ans _ Review • Form RIPER 1 for. HVACD' •n (Loads, Equipment, ® 15 Mar 09 ArgCoimadasofPrtera Southold Header Information Contractor: Radiant Insulation Systems REQUIRED ATTACHMENTS ATTACHED Anthony Jones Manual J1 Form(and supporting worksheets): Yes E] No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes E] No OEM performance data(heating,cooling,blower): Yes [:] No E] Building plan#: 11 Feb. 2019 Manual D Friction Rate Worksheet: Yes E] No E] Duct distribution sketch: Yes F1 No n Home address(Street or Lot#,Block,Subdivision): 56425 Route 48, Zone 1 HVAC • •D CALCULATION41 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 16 °F Orientation: Front Door faces East Indoor temperature: 70 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 34075 Btuh Number of bedrooms: 2 Conditioned floor area. 1750 ftz Summer Design Conditions Number of occupants: 2 Outdoor temperature: 84 °F Indoor temperature: 75 "F Windows Roof Grains difference: 32 gr/Ib @50% RH Eave overhang depth: 0 ft <_ Sensible heat gain: 18668 Btuh Internal shade: none Eave Latent heat gain, 3437 Btuh Blinds,drapes,etc. Depth Window Total heat gain- 22105 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: E(Virent type: SplitAC Heating cfm: 800 umace,Heatpump,Boiler,etc. Ir onditioner,Heat pump,etc. Cooling cfm: 800 Model: Model: Rheem Static pressure. 0.70 in H2O RA1624AJ1NB+RH1T2417STANAA Fanatedextemalstaticpressure for designlgnairflow Heating output capacity: 0 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winterdesign outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT •fi Design airflow: 800 cfm Longest supply duct: 192 ft Duct Materials Used Equipment design ESP: 0.70 in H2O Longest return duct: 74 ft Trunk duct: Sheet metal Total device pressure losses: _0,5 in H2O Total effective length(TEL): 266 ft Available static pressure(ASP): 0.24 in H2O Friction rate: p POW in/100ft Branch duct- Round flex vinyl Friction Rate-ASP+ITELz 0 declare the load • -• • equipment selecti• • dOct design Weree• •Ll Sly,perfdrrnedbased on - bUilding • . listed above. I understand.the claims made on • be subjectto review and verif icati'(Dn Contractor's printed name: Contractor's signature: Date: eserved for County, • •. orAuthority havingJurisdiction *Home qualifies for MJ1AE Form based on Abridged Edition Checklist - etg0nit wsrs®tft® Right-Sufte®Universal 2019 19.0.01 RSU25329 ..,fight Residential Plans Examiner ■ _ _ •rm Form RPER 1 •,r HVAC System - • (Loads, • • Ducts), 15 Mar 09 arC�mgCa�a�sofMera Southold Header Information Contractor. Radiant Insulation Systems REQUIRED ATTACHMENTS ATTACHED Anthony Jones Manual J1 Form(and supporting worksheets): Yes n No E] Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes E] No E] OEM performance data(heating,cooling,blower): Yes E] No E] Building plan#: 11 Feb. 2019 Manual D Friction Rate Worksheet Yes f-1 No Duct distribution sketch: Yes No Home address(Street or Lot#,Block,Subdivision): 56425 Route 48, Zone 2 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 16 'F Orientation: Front Door faces East Indoor temperature: 70 'F North,East,west,south,Northeast,Northwest,Southeast,southwest Total heat loss: 24155 Btuh Number of bedrooms: 2 Conditioned floor area: 1189 ftz Summer Design Conditions Number of occupants: 1 Outdoor temperature: 84 'F Indoor temperature: 75 'F Windows Root Grains difference: 32 gr/lb @50% RH Eave overhang depth: 0 ft Sensible heat gain: 20358 Btuh Internal shade: none Eave Latent heat gain: 2144 Btuh Blinds,drapes,etc. Depth Window Total heat gain: 22503 Btuh Number of skylights: 0 SELECTIONHVAC EQU,IPMENT - 4• Heating Equipment Data Cooling Eguipment Data Blower Data Equipment type: Gas boiler Equipment type: SplitAC Heating cfm 800 Fumace,Heat pump,Boder,etc. A1,Conditioner,Heat pump,etc. Cooling cfm: 800 Model: Bosch Thermotechnology Corp. Model: Rheem Static pressure: 0,70 in H2O ZBR 42-3 RAI 624AJ1NB+RH1T2417STANAA desiggnnFan• aairtlownflow emaistatic pressure for Heating output capacity: 0 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design Outdoor conditions Sensible cooling capacity: 0 Btuh Aux heating output capacity, 0 Btuh Latent cooling capacity. 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 800 cfm Longest supply duct: 190 ft Duct Materials Used Equipment design ESP. 0.70 In H2O Longest return duct: 85 ft Trunk duct: Sheet metal Total device pressure losses: _0.5 in H2O Total effective length(TEL): 276 It Available static pressure(ASP): 0,24 in H2O Friction rate: 0,� Friction Rate=ASP+(TE Lx 017 iN100ft Branch duct: Round flex vinyl decla re the load ca lcu lation -•0 ipment, -•Ll i,prnant • e •uct desig n were ••rou sly •-rformed,based on - o Ll ild i ng • . listed above. I Understand the clainis made on • •- subjectto review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for dounty, . .. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -Fjd- wrightsoft® Right-Sude®Universal 2019 19.0.01 RSU26329 Load Short FJob: INL-01-2020 -�- wrightsoft� oaForm Date: Jan.25 2020 Entire House By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email,AnthonyJ@RadiantlnsulSystems.com Web:WWW.RadiantlnsulSystems.Com Project • • For: Newman Residence 56425 Route 48, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 16 84 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial) / 1' Design TD (°F) 54 9 Pressure/AVF 50 Pa/ 1419 cfm Daily range - L Inside humidity (%) 50 50 Moisture difference(gr/Ib) 45 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Low output baseboard 500 Btuh/ft Total cooling 0 Btuh Total low baseboard 0 ft Actual air flow 0 cfm High output baseboard 700 Btuh/ft Air flow factor 0 cfm /Btuh Total high baseboard 0 ft Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load CIg load Baseboard(ft) CIgAVF (ft2) (Btuh) (Btuh) Low I High (cfm) Zone 1 d 1750 21923 14276 44 31 800 Zone 2 d 1189 15773 16033 32 23 800 Entire House d 2939 37696 30309 75 54 1600 Other equip loads 15071 1129 Equip. @ 0.89 RSM 28074 Latent cooling 2573 TOTALS 2939 52766 30647 1 75 54 1 1600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - 2020Jan-29 11 17 55 - wrightsoft® Right-Sude®Universal 2019 19.0.01 RSU25329 Page 1 ArmRKrt.N/Bs.6hm x•ur.+v Omp.ry ..MDocuments\Wrightsoft HVAC1Newman Residence.rup Calc=MJ8 Front Door faces: E Load ShortFJob: INL-01-2020 -�- wrightsoft® orm Date: Jan.25 2020 Zone 9 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone-631-879-2851 Email.AnthonyJ@RadiantinsulSystems.com Web-WWW RadiantinsulSystems.Com • ® • For: Newman Residence 56425 Route 48, Southold, NY 11971 Design Information Ht9 Cig Infiltration Outside db(°F) 16 84 Method Blower door Inside db (°F) 70 75 Shielding/stories 3(partial) / 1 Design TD (°F) 54 9 Pressure/AVF 50 Pa/ 1419 cfm Daily range - L Inside humidity (%) 50 50 Moisture difference(gr/Ib) 45 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make Rheem Trade n/a Trade RHEEM Model n/a Cond RA1624AJlNB AHRI ref n/a Coil RH1T2417STANAA AHRI ref 7940891 Efficiency n/a Efficiency 13.0 EER, 16 SEER Heating input 0 Btuh Sensible cooling 16800 Btuh Heating output 0 Btuh Latent cooling 7200 Btuh Low output baseboard 500 Btuh/ft Total cooling 24000 Btuh Total low baseboard 44 ft Actual air flow 800 cfm High output baseboard 700 Btuh/ft Air flow factor 0.056 cfm/Btuh Total high baseboard 31 ft Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Cig load Baseboard(ft) CIgAVF (ft2) (Btuh) (Btuh) Low High (cfm) Loft 318 13740 7529 27 20 422 Attic Storage 2 376 0 0 0 0 0 Loft Bath 68 3032 1008 6 4 56 M. Bath 62 1028 253 2 1 14 Master Bedroom 237 4017 5467 8 6 306 M. Closet 44 107 19 0 0 1 Attic Storage 1 644 0 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2020-Jan-29 11.17.55 A_- p�,,e,.,�,, „, „ ,gym, , Right-Suite®Universal 2019 19.0.01 RSU25329 Page 2 ACCK ..\Documents\Wrightsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces* E Zone d 1750 21923 14276 44 31 800 Other equip loads 12152 2395 Equip. @ 0.89 RSM 14887 Latent cooling 3069 TOTALS 1750 34075 17956 44 31 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2020-Jan-2911:17.55 Right-Suite®Universal 2019 19.0.01 RSU25329 Page 3 dCA ...1Documents\Wnghtsoft HVAC1Newman Residence rup Calc=MJ8 Front Door faces: E Load Short FJob: IFIL-01-2020 -�+ wrightsoft° LoaorForm Date: Jan.25 2020 Zone 2 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email:AnthonyJ@RadiantlnsulSystems.com Web:WWW.RadiantinsulSystems.Com Project • • For: Newman Residence 56425 Route 48, Southold, NY 11971 Design • • Htg Clg Infiltration Outside db(°F) 16 84 Method Blower door Inside db (°F) -70 75 Shielding/stories 3(partial) / 1 Design TD (°F) 54 9 Pressure/AVF 50 Pa/ 1419 cfm Daily range - L Inside humidity (%) 50 50 Moisture difference(gr/Ib) 45 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Rheem Trade BOSCH Trade RHEEM Model ZBR 42-3 Cond RA1624AJlNB AHRI ref 4444710 Coil RH1T2417STANAA AHRI ref 7940891 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER Heating input 152000 Btuh Sensible cooling 16800 Btuh Heating output 135000 Btuh Latent cooling 7200_Btuh Low output baseboard 500 Btuh/ft Total cooling 240W Btuh Total low baseboard 32 ft . Actual air flow 800 cfm High output baseboard 700 Btuh/ft Air flow factor 0.050 cfm/Btuh Total high baseboard 23 ft Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.90 ROOM NAME Area Htg load CIg load Baseboard (ft) CIgAVF (ft2) (Btuh) (Btuh) Low High (cfm) Kitchen- Living 608 9324 12832 19 13 640 Bedroom 2 221 2996 1488 6 4 74 Entry- Hall 276 2509 1251 5 4 62 Bathroom 2 84 943 462 2 1 23 Zone 2 d 1189 15773 16033 32 23 800 Other equip loads 8383 2147 Equip. @ 0.89 RSM 16235 Latent cooling 1915 TOTALS 1189 24155 18150 32 23 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wrightsoft- 2020-Jan-2911 17:55 At- pMTek./Ber4Fw WNevayCcmp.n, Right-Sude®Universal 2019 19.0.01 RSU25329 Page 4 AMK ...\Documents\Wrightsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces: E Building Analysis Job: INL-01-2020 - - wrightsoft® g Date: Jan.25 2020 Entire House By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone-631-879-2851 Email:AnthonyJ@RadiantlnsulSystems corn Web*WWW.RadiaMlnsuisystems Com Prof 1pformaticip For: Newman Residence 56425 Route 48, Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/ 1419 cfm Is • Component Btuh/ft' Btuh % of load Walls 3.5 9533 18.1 Glazing 15.1 7946 15.1 Walls umidification Doors 0 0 0 ydronic Ceilings 1.6 2399 4.5 Floors 1.9 2970 5.6 ventilation Infiltration 2.2 6963 13.2 Glazing Ducts 7885 14.9 Piping 4928 9.3 Humidification 3588 6.8 Ceilings "` ""` Ducts Ventilation 6555 12.4 Floors Adjustments 0 Infiltration Total 1 527661 100.0 Component Btuh/ft' Btuh % of load Walls 0.8 2053 6.5 Glazing32.2 16917 53.8 Walls ventilation Doors 0 0 0 Internal Gains Ceilings 0.5 831 2.6 Floors 0.3 512 1.6 Infiltration 0.2 565 1.8 ucts Ducts 6240 19.9 Ventilation 1129 3.6 Internal gains 3190 10.1 Glazing Other Blower 0 0 Ceilings Adjustments 0 Total 31438 100.0 Latent Cooling Load=2573 Btuh Overall U-value= 0.069 Btuh/ft2-°F Data entries checked. wrig9�tsoft® 2020-Jan-29 11:17 55 198-= n.nr•. w, m, Right-Sude®Universal 2019 19.0.01 RSU25329 Page 1 /CCI\ ..\Documents\Wrightsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces: E Buiidin Anal SiS Job: INL-01-2020 -�- wrightsoft® g � Date: Jan.25 2020 Zone 1 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email.AnthonyJ@RadiantlnsuiSystems com Web WWW RadiantlnsulSystems.Com • • • • For: Newman Residence 56425 Route 48, Southold, NY 11971 'Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial) / 1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/ 1419 cfm Component Btuh/ft' Btuh % of load Walls 3.5 6675 19.6 Glazing 15.1 3515 10.3 Walls umidification Doors 0 0 0 Ceilings 1.6 2203 6.5 Floors 1.9 665 . 2.0 ydronic Infiltration 2.2 4576 13.4 Glazin y =T= Ducts 4288 12.6 Piping 2464 7.2 rz Ventilation Humidification 5690 16.7 Ceilings W ¢P Ventilation 3998 11.7 Other Adjustments 0 Infiltration Ducts Total 34075 100.0 Cooling Component Btuh/ft2 Btuh % of load Walls 0.8 1439 8.6 Walls (ower Glazing 33.2 7727 46.4 Doors 0 0 0 ventilation Ceilings 0.5 763 4.6 ntecnal Gains Floors 0.3 115 0.7 Infiltration 0.2 372 2.2 - ucts Ducts 3401 20.4 Ventilation . 688 4.1 Internal gains 460 2.8 Glazing Blower 1707 10.2 I filtration Adjustments 0 Over Total 16671 100.0 Ceilings Latent Cooling Load= 3069 Btuh Overall U-value= 0.063 Btuh/ft2-°F Data entries checked. -Fd- =ightsoft- 2020-Jan-29 11:17:55 rR ., .� Right-SuReO Universal 2019 19.0 01 RSU25329 Page 2 /LCCA , \Documents\Wnghtsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces: E Buildin Anal sis Job: INL-01-2020 -�+ wrightsoft® g y Date: Jan.25 2020 Zone 2 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email:AnthonyJ@RadiantlnsulSystems.com Web:WWW.RadiantlnsulSystems Com Project • • For: Newman Residence' 56425 Route 48, Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L , Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial) / 1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/ 1419 cfm • Component Btuh/ft' Btuh % of load Walls 3.5 2857 11.8 Walls umidification Glazing 15.1 4430 18.3 Doors 0 0 0 Ceilings 1.6 196 0.8 ydronic Floors 1.9 2305 9.5 Glazin Infiltration 2.2 2387 9.9 Ducts 3597 14.9 Piping 2464 10.2 Other Ventilation Humidification 3362 13.9 Floors Ventilation 2557 10.6 Adjustments 0 Infiltration Ducts Total 24155 100.0 Component Btuh/ft2 Btuh % of load Walls 0.8 615 3.4 walls Glazing 31.4 9190 50.5 lower Doors 0 0 0 Ventilation Ceilings 0.5 68 0.4 nternal Gains Floors 0.3 397 2.2 Infiltration 0.2 194 1.1 Ducts 2840 15.6 Ventilation 440 2.4 Glazing Internal gains 2730 15.0 Ducts Blower 1707 9.4 Adjustments 0 Others Total 1 181801 100.0 Latent Cooling Load= 1915 Btuh Overall U-value= 0.079 Btuh/ft2-°F Data entries checked. -Fk- wrilghtsoft- 2020-Jan-29 11:17.55 Right-SuBe®Universal 2019 19.0.01 RSU25329 Page 3 �� ...\Documents\Wrightsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces: E Component Constructions Job: INL-01-2020 - 1- wrightsoft° Date: Jan.25 2020 Entire House By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email.AnthonyJ@RadiantlnsulSystems.com Web:WWW RadiantlnsulSystems.Com Pro* • • rmatip For: Newman Residence 56425 Route 48, Southold, NY 11971 Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41'N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 45.0 32.1 Dry bulb (°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial) / 1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/ 1419 cfm Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain IF BWh/fF--°F f12-°Fifth Btuhtll? Ruh BtuhtW BWh Walls 12F-Osw:Frm wall,wd ext,1/2"wood shth,r-25 cav ins,1/2"gypsum n 546 0.065 21.0 3.51 1916 0.78 426 board int fns h,2"x6"wood frm,16"o.c.stud a 888 0.065 21.0 3.51 3117 0.78 693 s 489 0.065 21.0 3.51 1716 0.78 381 w 658 0.065 21.0 3.51 2308 0.78 513 all 2581 0.065 21.0 3.51 9059 0.78 2013 Partitions 12F-Osw:Frm wall,stucco ext,r-21 cav ins,2"x4"wood frm,16"o.c. 135 0.065 21.0 3.51 474 0.30 40 stud Windows 2 glazing,clr outr,argon gas,wd frm mat,clr low-e innr,1/2"gap,1/4" n 27 0.280 0 15.1 408 7.41 200 thk:2 glazing,clr outr,argon gas,wd frm mat,clr low-e innr,1/2"gap, a 67 0.280 0 15.1 1005 26.1 .1739 1/4"thk;NFRC rated(SHGC=0.25);6.67 ft head ht s 42 0.280 0 15.1 635 13.1 550 w 390 0.280 0 15.1 5897 26.1 10197 all 526 0.280 0 15.1 7946 241 12686 Doors (none) Ceilings 18A-38ad.Rf/clg ceiling,asphalt shingles roof mat,frm cons, 1532 0.029 38.0 1.57 2399 0.54 831 suspended,plaster board int fnsh,10"thkns,r-50 ceil ins,return air pinm Floors 19A-21bswp:Flr floor,frm fir,12"thkns,hrd wd fir fnsh,r-21 cav ins, 1532 0.045 21.0 1.94 2970 0.33 512 tight bsmt ovr wrilg(htsoft, 2020-Jan-29 11*17.56 Right-Sude®Universal 2019 19 0.01 RSU25329 Page 1 AM ...%Documents\Wrightsoft HVAC1Newman Residence.rup Calc=MJ8 Front Door faces: E Com onent Constructions Job: an.2.2020 J -�- Wrightsoft® p Date: an.25 2020 Zone 2 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879.2851 Email:AnthonyJ@RadiantlnsulSystems.com Web.WWW.RadiantlnsuiSystems Com Project • • For: Newman Residence 56425 Route 48, Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 - Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: , . Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F)' - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial) / 1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/ 1419 cfm Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain tt2 BtuhA2--°F ft'-°F/Bfuh Btuhflt= Btuh Btuh& Btuh Walls 12F-Osw:Frm wall,wd ext,1/2"wood shth,r-25 cav ins,1/2"gypsum n 249 0.065 21.0 3.51, 874 0.78 194 board int fnsh,2"x6"wood frm,16"o.c.stud a 346 0.065 21.0 3.51 1214 0.78 270 s 30 0.065 21.0 3.51 '105 0.78 23 w 147 0.065 21.0 3.51 516 0.78 115 all 772 0.065 21.0 3.51 2710 0.78 602 Partitions 12F-Osw:Frm wall,stucco ext,r-21 cav ins,2"x4"wood frm,16"o.c. 42 0.065 21.0 3.51 147 0.30 13 stud Windows 2 glazing,clr outr,argon gas,wd frm mat,clr low-e innr,1/2"gap,1/4" n 27 0.280 0 15.1 408 7.41 200 thk:2 glazing,clr outr,argon gas,wd frm mat,clr low-e innr,1/2"gap, a 44 0.280 0 15.1 665 26.1 1150 1/4"thk;NFRC rated(SHGC=0.25);6.67 ft head ht s 12 0.280 0 15.1 181 13.1 157 w 210 0.280 0 15.1 3175 26.1 5491 all 293 0.280 0 15.1 4430 23.9 6998 Doors (none) Ceilings 18A 38ad:Rf/clg ceiling,asphalt shingles roof mat,frm cons, 125 0.029 38.0 1.57 196 0.54 68 suspended,plaster board int fnsh,10"thkns,r-50 cell ins,return air pinm Floors 19A-21bswp:Fir floor,frm flr,12"thkns,hrd wd fir fnsh,r-21 cav ins, 1189 0.045 21.0 1.94 2305 0.33 397 tight bsmt ovr Wrlightsdm 2020-Jan-29 11.17.56 it.Mrt,,.,o RightSuite®Universal 2019 19.0.01 RSU25329 Page 2 ACC& ..\Documents%Wrightsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces, E Component Constructions Job: INL-01-2020 - - wrightsoft® Component Date: Jan.25 2020 Zone 1 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email:AnthonyJ@RadiantlnsulSystems com Web.WWW RadiantlnsulSystems.Com Project • • For: Newman Residence 56425 Route 48, Southold, NY 11971 'Design Co,ndit-16ns Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/1419 cfm Construction descriptions or Area U-value Insul R Htg HTM Loss Clg HTM Gain it, Btuh/t2--°F 112-T/Eituh 131uhAl2 Btuh BtuhhN Btuh Walls 12F-Osw:Frm wall,wd ext,1/2"wood shth,r-25 cav ins,1/2"gypsum n 297 0.065 21.0 3.51 1042 0.78 232 board int fnsh,2"x6"wood frm,16"o.c.stud a 542 0.065 21.0 3.51 1903 0.78 423 S459 0.065 21.0 3.51 1611 0.78 358 w 511 0.065 21.0 3.51 1792 078 398 all 1809 0.065 21.0 3.51 6349 0.78 1411 Partitions 12F-Osw.Frm wall,stucco ext,r-21 cav ins,2"x4"wood frm,16"o.c. 93 0.065 21.0 3.51 326 0.30 28 stud Windows 2 glazing,clr outr,argon gas,wd frm mat,clr low-e innr,1/2"gap,1/4" a 23 0.280 0 15.1 340 26.1 588 thk:2 glazing,clr outr,argon gas,wd frm mat,clr tow-e innr,1/2"gap, s 30 0.280 0 15.1 454 13.1 393 1/4"thk;NFRC rated(SHGC=0.25);6.67 ft head ht w 180 0.280 0 15.1 2722 26.1 4706 all 233 0.280 0 15.1 3515 245 5688 Doors (none) Ceilings 18A-38ad:Rf/clg ceiling,asphalt shingles roof mat,frm cons, 1407 0.029 38.0 1.57 2203 0.54 763 suspended,plaster board int fnsh,10"thkns,r-50 ceil ins,return air pinm Floors 19A-21bswp:Flr floor,frm fir,12"thkns,hrd wd fir fnsh,r-21 cav ins, 343 0.045 21.0 1.94 665 0.33 115 tight bsmt ovr wrightsoft°" 2020-Jan-29 11.17:56 RightSuite®Universal 2019 19.0.01 RSU25329 Page 3 ACCK \Documents%Wrightsoft HVAC1Newman Residence.rup Calc=MJ8 Front Door faces: E - - Component Constructions Job: INL-01-2020 wrightso #® Date: Jan.25 2020 Loft By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone.631-879-2851 Email.AnthonyJ@RadiantlnsulSystems.com Web:WWW.RadiantlnsulSystems.Com -Proje,pt Information For: Newman Residence 56425 Route-48, Southold, NY 11971 Design Canditions, Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/ 1419 cfm Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain if BWh/ft'-°F ft'-°F/BWh BWh/(t Btuh Btuh/ft' Btuh Walls 12F-Osw:Frm wall,wd ext,1/2"wood shth,r-25 cav ins,1/2"gypsum a 101 0.065 21.0 3.51 354 0.78 79 board int fnsh,2"x6"wood frm,16"o.c.stud w 133 0.065 21.0 3.51 466 0.78 103 all 233 0.065 21.0 3.51 819 0.78 182 Partitions (none) Windows 2 glazing,clr ,outr,argon gas,wd frm mat,clr low-e innr,1/2"gap,1/4" a 11 0.280 0 15.1 170 26.1 294 thk.2 glazing,clr outr,argon gas,wd frm mat,clr low-e innr,1/2"gap, 1/4"thk;NFRC rated(SHGC=0.25);6.67 ft head ht w 96 0.280 0 15.1 1452 26.1 2510 all 107 0.280 0 15.1 1622 26.1 2804 Doors (none) Ceilings 18A-38ad:Rf/clg ceiling,asphalt shingles roof mat,frm cons, 318 0.029 38.0 1.57 499 0.54 173 suspended,plaster board int fnsh,10"thkns,r-50 ceil ins,return air pinm Floors (none) �- WPI-g17tSOft® 2020-Jan-29 1 17.56 Right-Suite®Universal 2019 19.0.01 RSU25329 Page 4 AC(. ...\Documents\Wrightsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces. E Component Constructions Job: INL-01-2020 Wrightsot Date: Jan.25 2020 Loft Bath By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email:AnthonyJ@RadiantlnsulSystems.com Web www RadiantlnsulSystems.Com Proiect Information For: Newman Residence 56425 Route 48, Southold, NY 11971 Desigh dondition& Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/ 1419 cfm Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fF BtuhAF--°F ft?°FA3tuh BtuhAF Btuh BtuhAF Btuh Walls 12F-Osw:Frm wall,wd ext,1/2"wood shth,r-25 cav ins,1/2"gypsum a 105 0.065 21.0 3.51 370 0.78 82 board int fnsh,2"x6"wood frm,16"o.c.stud Partitions (none) Windows 2 glazing,clr outr,argon gas,wd frm mat,clr low-e innr,1/2"gap,1/4" a 11 0.280 0 15.1 170 26.1 294 thk:2 glazing,cir outr,argon gas,wd frm mat,clr low-e innr,1/2"gap, 1/4"thk;NFRC rated(SHGC=0.25);6.67 ft head ht Doors (none) Ceilings 18A-38ad:Rf/clg ceiling,asphalt shingles roof mat,frm cons, 68 0.029 38.0 1.57 107 0.54 37 suspended,plaster board int fnsh,10"thkns,r-50 ceil ins,return air pinm Floors (none) Wrilgh t:soft- Ri ht-Suite®Universal 2019 19.0.01 RSU25329 2020-Jan-29 11.17.56 9 Page 5 �+C� \Documents\Wnghtsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces, E p Comonent Constructions , Job: Jan.2-2020 -�- wrightsoft® p Date: an.25 2020 ' Attic Storage 1 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email.AnthonyJ@RadiantlnsulSystems.com Web:WWW.RadiantlnsulSystems.Com Project Inf• • For: Newman Residence 56425 Route 48, Southold, NY 11971 - Design • • • Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (OF) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0' 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial) / 1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/1419 cfm Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain it BUh/W--°F fF-°F/Btuh Btuh/R2 Btuh BtuhffN Btuh Walls 12F-Osw:Frm wall,wd ext,1/2"wood shth,r-25 cav ins,1/2"gypsum n 276 0.065 21.0 3.51 969 -0.78 215 board int fnsh,2"x6"wood frm,16"o.c.stud a 189 0.065 21.0 3.51 663 0.78 147 s 63 0.065 21.0 3.51 221 0.78 49 w 189 0.065 21.0 3.51 663 0.78 147 all 717 0.065 21.0 3.51 2517 0.78 559 Partitions - (none) Windows (none) Doors (none) Ceilings 18A-38ad:Rf/clg ceiling,asphalt shingles roof mat,frm cons, 644 0.029 38.0 1.57 1009 0.54 349 suspended,plaster board int fnsh, 10"thkns,r-50 cell ins,return air pi nm Floors (none) 41- wrightsoft® 2020}lan-29 11.17.56 ,,,,,,,.,e- n„,„N �m� Right Sude®Universal 2019 19.0.01 RSU25329 Page 6 AM ..1DocumentslWnghtso- ft HVAC%Newman Residence.rup Calc=MJ8 Front Door faces: E Component Constructions Job: INL-01-2020 ' wrightsoft® p Date: Jan.25 2020 Attic Storage 2 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email:AnthonyJ@RadiantlnsulSystems.com Web WWW.RadiantinsulSystems.Com Project • • For: Newman Residence 56425 Route 48, Southold, NY 11971 Design Gonditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 45.0 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/ 1419 cfm Construction descriptions or Area U-value Insul R Htg HTM Loss Clg HTM Gain fF Btuh/tF--°F ft'-°F/Btuh Btuh/ft' Btuh BtuhRN Btuh Walls 12F-Osw.Frm wall,wd ext,1/2"wood shth,r-25 cav ins,1/2"gypsum n 21 0.065 21.0 3.51 74 0.78 16 board int fnsh,2"x6"wood frm,16"o.c.stud a 147 0.065 21.0 3.51 516 0.78 115 s 234 0.065 21.0 3.51 821 0.78 183 w 147 0.065 21.0 3.51 516 078 115 all 549 0.065 21.0 3.51 1927 0.78 428 Partitions (none) Windows (none) Doors (none) Ceilings 18A-38ad:Rf/clg ceiling,asphalt shingles roof mat,frm cons, 376 0.029 38.0 1.57 590 0.54 204 suspended,plaster board int fnsh,10"thkns,r-50 ceil ins,return air pinm Floors (none) s -1414- wrightsoftm Right-SuBe®Universal 2019 19.0.01 RSU25329 2020-Jan-29 11 17:56 Page 7 ACC& ..1Documents%Wnghtsoft HVAC\Newman Residence.rup Calc=MJB Front Door faces• E Component Constructions Job: INL-01-2020 + wrightsoft® M. p Date: Jan.25 2020 ilY/. Batt] By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email:AnthonyJ®RadiantinsulSystems.com Web:WWW.RadiantlnsulSystems.Com Project Information. For: Newman Residence 56425 Route 48, Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/ 1419 cfm Construction descriptions or Area U-value Insul R Htg HTM Loss Cig HTM Gain ft2 BtuhflP--°F tip-°F/Btuh Btuh& Btuh Ruh& Btuh Walls 12F-Osw:Frm wall,wd ext,1/2"wood shth,r-25 cav ins,1/2"gypsum s 48 0.065 21.0 3.51 168 0.78 37 board int fnsh,2"x6"wood frm,16"o.c.stud Partitions 12F-Osw:Frm wall,stucco ext,r-21 cav ins,2"x4"wood frm,16"o.c. 93 0.065 21.0 3.51 326 0.30 28 stud Windows 2 glazing,cir outr,argon gas,wd frm mat,clr low-e innr,1/2"gap,1/4" s 6 0.280 0 15.1 91 13.1 79 thk:2 glazing,cir outr,argon gas,wd frm mat,cir low-e innr,1/2"gap, 1/4"thk;NFRC rated(SHGC=0.25);6.67 ft head ht Doors (none) Ceilings (none) Floors 19A-21bswp:Fir floor,frm fir,12"thkns,hrd wd fir fnsh,r-21 cav ins, 62 0.045 21.0 1.94 120 0.33 21 tight bsmt ovr wrrightsofta 2020-Jan-29 11.17:56 AMTek•/nMlre"eYuvgC.mpq Right-Sude®Universal 2019 19.0.01 RSU25329 Page 8 ACC-K ..1Documents\Wrightsoft HVAC1Newman Residence.rup Calc=MJ8 Front Door faces: E Component Constructions Job: INL-01-2020 - - wrightsoft® p Date: Jan.25 2020 Master Bedroom By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone.631-879-2851 Email AnthonyJ@,RadiantlnsulSystems.com Web.WWW RadiantlnsulSystems.Com ProjectInformation, For: Newman Residence 56425 Route 48, Southold, NY 11971 ® - • • • • Location: Indoor: Heating Cooling Brookhaven, NY,,US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/ 1419 cfm Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain lF BtuW--°F TP-`F/E)tuh BWhM2 Blah Btuh/V Btuh Walls 12F-Osw:Frm wall,wd ext,1/2"wood shth,r-25 cav ins,1/2"gypsum s 114 0.065 21.0 3.51 400 0.78 89 board int fnsh,2"x6"wood frm,16"o.c.stud w 42 0.065 21.0 3.51 147 0.78 33 all 156 0.065 21.0 3.51 548 0.78 122 Partitions (none) Windows 2 glazing,cir ,outr,argon gas,wd frm mat,cir low-e innr,1/2"gap,1/4" s 24 0.280 0 15.1 363 13.1 315 thk:2 glazing,cir outr,argon gas,wd frm mat,clr low-e innr,1/2"gap, 1/4"thk;NFRC rated(SHGC=0.25);6.67 ft head ht w 84 0.280 0 15.1 1270 26.1 2196 all 108 0.280 0 15.1 1633 23.2 2511 Doors (none) Ceilings (none) Floors 19A-21bswp:Flr floor,frm fir,12"thkns,hrd wd fir fnsh,r-21 cav ins, 237 0.045 21.0 1.94 459 0.33 79 tight bsmt ovr -�- wrightsoft- 2020-Jan-29 11.1756 Right-Sude®Universal 2019 19.0.01 RSU25329 Page 9 _.1DocumentslWrightsoft HVAC1Newman Residence rup Calc=MJ8 Front Door faces: E - - Component Constructions Job: INL-01-2020 wrightsoft® Date: Jan.25 2020 M. Closet By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email.AnthonyJ@RadiantlnsulSystems.com Web:WWW.RadiantlnsuiSystems.Com Project • • For: Newman Residence 56425 Route 48, Southold, NY 11971 Design Gonditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 - 32.1 Dry bulb(°F) 16 84 Infiltration- Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial) / 1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/ 1419 cfm Construction descriptions or Area U-value Insul R Htg HTM Loss Clg HTM Gain 1T= BtuhM-°F ft'-TBtuh BtuhflF Btuh BtuhV Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 19A-21 bswp:Flr floor,frm fir,12"thkns,hrd wd fir fnsh,r-21 cav ins, 44 0.045 21.0 1.94 86 0.33 15 tight bsmt ovr AtL wrigftttsoitm Right-Sude®Universal 2019 19.0.01 RSU25329 2020,1an-29 11.17.56 Page 10 BICC& ...\Documents\Wrightsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces: E Component Constructions Job: INL-01-2020 - - wrightsoft® Date: Jan.25 2020 Kitchen - Living By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email*AnthonyJ@RadiantlnsulSystems com Web:WWW RadiantlnsulSystems.Com Rroject In ® • For: Newman Residence 56425 Route 48, Southold, NY 11971 ® - s s na itio as Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/ 1419 cfm Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' BtuhIW--°F ft'-°F/Bhih BtuhM2 Btuh Btuhff2 Btuh Walls 12F-Osw:Frm wall,wd ext,1/2"wood shth,r-25 cav ins,1/2"gypsum In 125 0.065 210 3.51 437 0.78 97 board int fnsh,2"x6"wood frm,16"o.c.stud s 30 0.065 21.0 3.51 105 0.78 23 w 147 0.065 21.0 3.51 516 0.78 115 all 302 0.065 21.0 3.51 1058 0.78 235 Partitions (none) Windows 2 glazing,clr outr,argon gas,wd frm mat,clr low-e innr,1/2"gap,1/4" n 14 0.280 0 15.1 204 7.41 100 thk:2 glazing,clr outr,argon gas,wd frm mat,cir low-e innr,1/2"gap, s 12 0.280 0 15.1 181 131 157 1/4"thk;NFRC rated(SHGC=0.25);6.67 ft head ht w 210 0.280 0 15.1 3175 26.1 5491 all 236 0.280 0 15.1 3561 24.4 5748 Doors (none) Ceilings 18A-38ad:Rf/clg ceiling,asphalt shingles roof mat,frm cons, 125 0.029 38.0 1.57 196 0.54 68 suspended,plaster board Int fnsh,10"thkns,r-50 ceil ins,return air pinm Floors 19A-21bswp:Fir floor,frm fir,12"thkns,hrd wd fir fnsh,r-21 cav ins, 608 0.045 21.0 1.94 1179 0.33 203 tight bsmt ovr 7.56 WI'IghtSOft' Right-Suite®Universal 2019 19.0.01 RSU25329 202G-Jan-29 Pale 11 m 9 '4M ..1Rocuments%Wrightsoft HVACINewman Residence.rup Calc=MA Front Door faces: E Component Constructions Job: INL-01-2020 + wrightsoft® Component Date: Jan.25 2020 Bedroom 2 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2079 390 Middle Country Rd,Middle Island,NY 11953 Phone:631.879-2851 Email:AnthonyJ@RadiantlnsulSystems.com Web WWW.RadiantlnsulSystems.Com Project • • For: Newman Residence 56425 Route 48, Southold, NY 11971 ns Design Cond trio Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - .15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial) / 1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/1419 cfm Construction descriptions Or Area U-value Instil R Htg HTM Loss Clg HTM Gain ft, Btuhlft'-°F fF-°FBtuh 8luh/ft2 Btuh BtUhffl Btuh Walls 12F-Osw-Frm wall,wd ext,1/2"wood shth,r-25 cav ins,1/2"gypsum n 125 0.065 21.0 3.51 437 0.78 97 board int fnsh,2"x6"wood frm,16"o.c.stud a 90 0.065 21.0 3.51 316 0.78 70 all 215 0.065 210 3.51 753 0.78 167 Partitions (none) Windows 2 glazing,cir outr,argon gas,wd frm mat,cir low-e innr,1/2"gap,1/4" n 14 0.280 0 15.1 204 7.41 100 thk:2 glazing,clr outr,argon gas,wd frm mat,clr low-e innr,1/2"gap, 1/4"thk;NFRC rated(SHGC=0.25);6.67 ft head ht a 24 0.280 0 15.1 363 26.1 627 all 38 0.280 0 15.1 567 19.4 728 Doors (none) Ceilings (none) Floors 19A-2lbswp:Fir floor,frm fir,12"thkns,hrd wd fir fnsh,r-21 cav ins, 221 0.045 21.0 194 428 0.33 74 tight bsmt ovr wrightsoft® 2020-Jan-2911 17:56 Right-Sude®Universal 2019 19.0.01 RSU25329 'Page 12 1Documents%Wdghtsoft HVAC%Newman Residence.rup Calc=MJ8 Front Door faces: E Component Constructions Job: INL-01-2020 wrightsoft® p Date: Jan.25 2020 Entry- Hall By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone-631-879-2851 Email:AnthonyJ@RadiantlnsulSystems.com Web.WWW.RadiantinsulSystems.Com ® • For: NewmanResidence 56425 Route 48, Southold, NY 11971 ® - s e ® s Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb(°F) 16 84 ( L ) InfiMethodBlower door n: Daily range(°F) - Wet bulb(°F) - 72 Shielding/stories 3(partial) / 1 Wind speed( mph) 15.0 7.5 Pressure/AVF 50 Pa/,1419 cfm Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain 112 Btuh/ft2--"F f2-"FBtuh BtuhfiF Btuh Btuhlft2 Btu Walls 12F-Osw:Frm wall,wd ext,1/2"wood shth,r-25 cav ins,1/2"gypsum a 188 0.065 21.0 3.51 660 0.78 147 board int fnsh,2"x6"wood frm,16"o.c.stud Partitions 12F-Osw.Frm wall,stucco ext,r-21 cav ins,2"x4"wood firm,16"o.c. 42 0.065 21.0 3.51 147 0.30 13 stud Windows 2 glazing,clr outr,argon gas,wd frm mat,cir low-e innr,1/2"gap,1/4" a 10 0.280 0 15.1 151 26.1 261 thk:2 glazing,cir outr,argon gas,wd firm mat,clr low-e innr, 1/2"gap, - 1/4"thk;NFRC rated(SHGC=0.25);6.67 ft head ht Doors (none) Ceilings (none) Floors 19A-21bswp*Fir floor,firm fir,12"thkns,hrd wd fir fnsh,r-21 cav ins, 276 0.045 21.0 1.94 535 0.33 92 tight bsmt ovr- a 410- wright50f - 2020-Jan-29 11.17 56 Right-Suite®Universal 2019 19.0.01 RSU25329 Page 13 A+CA . \Documents\Wrightsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces: E Component Constructions Job: INL-01-2020 wrightsof ® Cate: Jan.25 2020 Bathroom 2 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone.631-879-2851 Email:AnthonyJ@RadiantinsulSystems.com Web WWW RadiantlnsulSystems.Com Project • • For: Newman Residence 56425 Route 48, Southold, NY 11971 11 - gp Con4litions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50- Outdoor: 0-Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial) / 1 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/ 1419 cfm Construction descriptions Or Area 11.11-value Insul R Htg HTM Loss Clg HTM Gain f[2 Btuh/t2-°F ft'-°FlBtuh Btuh& Btuh etuh/W Btuh Walls 12F-Osw:Frm wall,wd ext,1/2"wood shth,r-25 cav ins,1/2"gypsum a 68 0 065 21.0 3.51 239 0.78 - 53 board int fnsh,2"x6"wood frm, 16"ox.stud Partitions (none) Windows 2 glazing,clr ,outr,argon gas,wd frm mat,cir low-e Innr,1/2"gap,1/4" a 10 0.280 0 15.1 151 26.1 261 thk:2 glazing,cir outr,argon gas,wd frm mat,clr low-e innr,1/2"gap, 1/4"thk;NFRC rated(SHGC=0.25);6.67 ft head ht Doors (none) Ceilings (none) Floors 19A-21bswp:Fir floor,frm fir,12"thkns,hrd wd fir fnsh,r-21 cav ins, 84 0.045 21.0 1.94 163 0.33 28 tight bsmt ovr a wrightsoft® 2020-Jan-29 11.17 56 a,,,.,,-I—h.,,.n..-^Y Right-Buda®Universal 2019 19 0.01 RSU25329 Page 14 ACCA ..\Documents\Wnghtsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces, E Project Summa Job: INL-01-2020 - 1- wrightsoft', Date: Jan.25 2020 Entire House By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email.AnthonyJ@RadiantlnsulSystems.com Web:WWW.RadiantlnsulSystems Com Project • • For: Newman Residence 56425 Route 48, Southold, NY 11971 Notes: Design Information Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 70 OF Inside db 75 OF Design TD 54 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 29811 Btuh Structure 24068 Btuh Ducts 7885 Btuh Ducts 6240 Btuh Central vent (111 cfm) 6555 Btuh Central vent (111 cfm) 1129 Btuh Humidification 3588 Btuh Blower 0 Btuh Piping 4928 Btuh Equipment load 52766 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 28074 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) / 1 Pressure/AVF 50 Pa/ 1419 cfm Structure 1807 Btuh Ducts 766 Btuh Central vent(111 cfm) 2410 Btuh Heating Cooling Area(ft') 2939 2939 Equipment latent load 2573 Btuh Volume ft') 28386 28386 Air changes/hour 0.25 0.12 Equipment Total Load (Sen+Lat) 30647 Btuh Equiv.AVF (cfm) 118 55 Req. total capacity at 0.70 SHR 3.3 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Low output baseboard 500 Btuh/ft Total cooling 0 Btuh Total low baseboard 0 ft Actual air flow 0 cfm High output baseboard 700 Btuh/ft Air flow factor 0 cfm/Btuh Total high baseboard 0 ft Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fk- Wrightsw $t® Ri ht�ude®Universal 2019 19 0 01 RSU25329 2020-Jan-29 11,1756 A -w 9 Page 1 AC-Ck ...\Documents\Wrightsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces: E +� Project Summa Job: INL-01-2020 wrightsof , Date: Jan.25 2020 Zone 1 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email.AnthonyJ@RadiantlnsuiSystems.com Web WWW RadiantlnsulSystems.Com ProieptinfOmation For: Newman Residence 56425 Route 48, Southold, NY 11971 Notes: DesiOn Information Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 70 OF Inside db 75 OF Design TD 54 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17635 Btuh Structure 10875 Btuh Ducts 4288 Btuh Ducts 3401 Btuh Central vent (68 cfm) 3998 Btuh Central vent (68 cfm) 688 Btuh Outside air Outside air Humidification 5690 Btuh Blower . 1707 Btuh Piping 2464 Btuh Equipment load 34075 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 14887 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) / 1 Pressure/AVF 50 Pa/ 1419 cfm Structure 1193 Btuh Ducts 405 Btuh Central vent(68 cfm) 1470 Btuh Heating Cooling Outside air Area(ft') 1750 1750 Equipment latent load 3069 Btuh Volume ft') 17683 17683 Air changes/hour 0.26 0.12 Equipment Total LoadSen+Lat) 17956 Btuh Equiv.AVF(cfm) 77 36 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make Rheem Trade n/a Trade RHEEM Model n/a Cond RA1624AJ 1 NB AHRI ref n/a Coil RH1T2417STANAA AH R I ref 7940891 Efficiency n/a Efficiency 13.0 EER, 16 SEER Heating input 0 Btuh Sensible cooling 16800 Btuh Heating output 0 Btuh Latent cooling 7200 Btuh Low output baseboard 500 Btuh/ft Total cooling 24000 Btuh Total low baseboard 44 ft Actual air flow 800 cfm Higgh output baseboard 700 Btuh/ft Air flow factor 0.056 cfm/Btuh To?al high baseboard 31 ft Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigf�tsoft' 2020-Jan-2911:17:56 .�..• wpm. R.ght-Suite®Universal 2019 19.0.01 RSU25329 Page 2 ...\Documents\Wnghtsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces E Pect SJob: INL-01-2020 r® umma -�- Wrightsoft® t/ Date: Jan.252020 Zone 2 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email AnthonyJ@RadiantlnsulSystems.com Web:WWW.RadiantlnsulSystems.Cam Project • • For: Newman Residence 56425 Route 48, Southold, NY 11971 Notes: Design Information Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 70 OF Inside db 75 OF Design TD 54 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 12176 Btuh Structure 13193 Btuh Ducts 3597 Btuh Ducts 2840 Btuh Central vent(43 cfm) 2557 Btuh Central vent(43 cfm) 440 Btuh Outside air Outside air Humidification 3362 Btuh Blower 1707 Btuh Piping 2464 Btuh Equipment load 24155 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 16235 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) / 1 Pressure/AVF 50 Pa/ 1419 cfm Structure 614 Btuh Ducts 361 Btuh Central vent (43 cfm) 940 Btuh Heating Cooling Outside air Area(ftz 1189 1188 Equipment latent load 1915 Btuh Volume(ft3) 10703 10703 Air changes/hour 0.23 0.11 Equipment Total Load (Sen+Lat) 18150 Btuh Equiv.AVF (cfm) 40 19 Req. total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Rheem Trade BOSCH Trade RHEEM Model ZBR 42-3 Cond RA1624AJlNB AHRI ref 4444710 Coil RH1T2417STANAA AHRI ref 7940891 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER Heating input 152000 Btuh Sensible cooling 16800 Btuh Heating output 135000 Btuh Latent cooling 7200 Btuh Low output baseboard 500 Btuh/ft Total cooling 24000 Btuh Total low baseboard 32 ft Actual air flow 800 cfm High output baseboard 700 Btuh/ft Air flow factor 0.050 cfm/Btuh Total high baseboard 23 ft Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fk- vwri-ghtsoft® 2020-Jan-29 11:17:56 RightSuite®Universal 2019 19.0 01 RSU25329 Page 3 ACOA ..\Documents\Wrightsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces: E AED Assessment Job: INL-01-2020 - - wrightsoft® Date: Jan.25 2020 Entire House By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:831-879-2851 Email:AnthonyJ@RadiantinsulSystems.com Web:WWW.RadiantlnsulSystems.Com Project • • For: Newman Residence 56425 Route 48, Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 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 Diversity Hourly Glazing Load 20,000-- 18,000-- 16,000-- 14,000-- 12,000-- .2 0,00018,00016,0014,00012,0000 10,000-- 8,000-- 6,000-' 0,0008,0006,000' 4,000-- 2,000-- 0 ,0002,0000 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day / Hourly /Average /AED imd Maximum hourly glazing load exceeds average by 68.3%. House does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 4231 Btuh (PFG - 1.3*AFG) wrightsoft® 2020-Jan-29,11.17.57 ate. „vti ry�P� Right-Suite®Universal 2019 19.0.01 RSU25329 Page 1 �- ..Tocuments\Wrightsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces: E AED Assessment Job: INL-01-2020 -�- wrightsofto Date: Jan.25 2020 Zone 1 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island;NY 11953 Phone:631-879-2851 Email AnthonyJ@RadiantlnsulSystems.com Web:WWW.RadiantlnsulSystems.Com • • • For: Newman Residence 56425 Route 48, Southold, NY 11971 Design Co,nditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 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 9,000 8,000 7,000 6,000 m 5,000 0 4,000 3,000-- 2,000- 1,000-- 0 ,0002,0001,0000 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day /Hourly /Average /Am lima Maximum hourly glazing load exceeds average by 70.7%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 2040 Btuh (PFG -1.3*AFG) A&- wrightsoft® 2020-Ja_n-29 11 17 57 a.R.� —„„,..,�-per Right-Suite®Universal 2019 19.0.01 RSU25329 Pae 2 r g /�� ...\Documents\Wrightsoft HVAC\Newman Residence rup Calc=MJ8 Front Door faces. E AED Assessment Job: INL-01-2020 - 1- Wrightsoft® Date: Jan.25 2020 Zone 2 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email:ArdhonyJ@RadiantlnsulSystems.com Web,WVVWRadiantlnsulSystems.Com Project • • For: Newman Residence 56425 Route 48, Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: ' Heating Cooling Moisture difference(gr/Ib) 45.0 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 • A• - • • • Hourly Glazing Load 11,000-- 10,000-- 9,000-- 8,000--- 7,000-- .2 1,00010,0009,0008,0007,0002 6,000- 5,000-- 4,000-- 3,000-- 2,000-- 1,000-- 0 ,0005,004,0003,0002,001,0000 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day /Houdy /Average /AED imd Maximum hourly glazing load exceeds average by 66.3%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 2191 Btuh (PFG - 1.3*AFG) wrightsoft® 2020-Jan-29 11 17.57 .w�....,o<.�.�.ww....�mPM Right-Suite®Universal 2019 19.0.01 RSU25329 Page 3 ..%Documents\Wrightsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces: E -wrightsoft° Right-M Worksheet Job: INL-01-2020 Entire House Date: Jan.25 2020 By: Anthony Jones Radiant Insulation Systems Pran: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email,AnthonyJ@RadiantinsulSystems.com Web:WWW.Radiantinsuisystems.Com 1 Room name Entire House Zone 1 2 Exposed wall 327.0 ft 208.7 ft 3 Room height 9.7 ft d 10.1 ft d 4 Room dimensions 5 Room area 2939.2 ft2 1750.0 ft2 Ty Construction U-value Or HTM Area (ftj Load Area (ftp Load number (Btuh/ft2°F) (Btuor perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W, 12F-Osw 0.(%5' n- -- 8.51 ^0.78 573 ` 5--4-6-,- ----1916 — 429 297' 297 1042 .,, _ 232 L--0 2 glazing,cir outr,- 0.280 n- 1512 7.41 27 ; _ _ 0 _ ;408 _. 200 0 0- Q 0 W 12F-Osw 0.065 a 3.51 0.78 955 888 3117 693 565 542 1903 423 2 niazmg,clr outr,-___ - _0.280 —e__ _ 15.12 ---26 __ 67 _ _0 _ _1005__ __ 1739______23 _ ____ 0 340 _ 588 11 W 12F-Osw 0.065 & 3:51 0.78 531 489 -1716 381 489 459 1611 358 2 glazing,cir outr,_ 0.280 s. -15.12 -13.11 - -42 0 ._ 635 _- 550 __ _ . 30 ':. -0 _454 .- ',393 IWI - 1217-0sw 0.065 w 3.51 0.78 1048 658 2306 513 691 511 1792 398 --(i 2 glazing,_cir outr, 0.280 w 15.12 26.15 390 0 5897 10197 _ _ 180 0 2722 47.06 P 12F-0sw` . 0.065 _ = 3.51 '0.30 135 135 474_ 40, _ _ 93 -- 93 326 28 C 1BA-08ad 0.029 - -.1-57 _ 0.54 1532 1532 2399 831 1407 1407 2203 763 9A F- _, 1 -21 bswp, 0.045 , - 133.94: 0 1532 1532 2970 512 343 34,, -_- _ ._ _ - --_. _, 3 665 ;,t 115 6 c)AED excursion 4231 2040 Envelope loss/gam 2284 20313 13059 10044 12 a) Infiltration 6963 565 4576 372 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 2 460 Appliances/other 2500 0 Subtotal(lines 6 to 13) 29811 24068 17635 10875 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 29811 24068 17635 10875 15 Duct loads 26% 26% 7885 6240 24% 31% 4288 3401 Total room load 37696 30309 21923 14276 LowlHigh Baseboard/Cool Air 75 54 1600 44 31 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. FldwrigF�tso/Ft^ 2020Jan-2911:17'57 Right-Suite®Universal 2019 19.0.01 RSU25329 Page 1 ..1DocumentslWrightsoft HVAC\Newman Residence rup Calc=MJ8 Front Door faces: E 1-wrightsoft® Right-JO-Worksheet, Job: INL-01-2020 Entire House Date: Jan.25 2020 By: Anthony Jones ' Radiant Insulation Systems Pfau: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email AnthonyJ@RadiantlnsulSystems.com Web:WWW.RadiantlnsulSystems.Com 1 Room name Zone 2 2 Exposed wall 118.3 ft 3 Room height 9.0 ft d 4 Room dimensions 5 Room area 1189.2 ft' Ty Construction U-value Or HTM Area (ftl Load Area Load number (Btuh/ftZ°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat C601 6 1�l 12F-0sw ' —_,t= _0.065 :n ' -3.51 0.78 276 249 ,7.874 --, 1 2 glazing;clr outr,,_-� . .0.280 .'n 15.12 ._�7.41 _.- _-_.27. 0 408: .__ _200 -- - - ` _ 270 W 12F-Osw 0.065 a 3.51 0.78 390 346 1214 2 glazing,clr outr,,_ 0.280 e_ __ 15.12 _-_26.15 _ ._- 44 0 665 1150 7" 11 VF-0sw 0.065 s - 3,51 ,.0.78" 42 30 ., 105 w 2glazing,.cl%outr,,_ _i.0.280y:_s,,. - 15.12 :18.11. _A2 > 0 . 181 - _ _157 _ . _ W 12F-Osw 0 065 w 3.51 0.78 357 147 516 115 � _G_ 2 glazing,clr outr, 0.280 w 15.12 26-15 210 _ 0 3175 5491 -0:065 ' =., `,r3.61 , _ 0.30- - 42 42 147 ^13 F C 18A 38ad 0.029 - 1.57 0.54 T 125 125 196 68 397 , e _ _ 6 c)AED excursion 2191 Envelope loss/gain 9789 10269 12 a) Infiltration 2387 194 b) Room ventilation 0 0 13 Internal gains Occupants @ 230 1 230 Appliances/other 2500 Subtotal(lines 6 to 13) 12176 13193 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 12176 13193 15 Duct loads 30% 22% 3597 2840 Total room load 15773 16033 LowlHigh Baseboard/Cool Air 32 23 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F{t wrigF�tsoft- 2020-Jan-29 11.17.57 Right Sude®Universal 2019 19.0.01 RSU25329 Page 2 ..\Documents\Wrightsoft HVAC\Newman Residence rup Calc=MJ8 Front Door faces, E -�-wrightsoft' Right-JO Worksheet Job: INL-01-2020 Zone 1 Date: Jan.25 2020 By: Anthony Jones Radiant Insulation Systems Pran: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone,631-879-2851 Email AnthonyJ@RadiantinsulSystems com Web:WWW,RadiantinsulSystems Com 1 Room name Zone 1 Loft 2 Exposed wall 208.7 ft 24.3 ft 3 Room height 10.1 ft d 14.0 ft heat/cool 4 Room dimensions 1-0 x 318 O ft 5 Room area 1750.0 ft2 318.4 ft2 Ty Construction U-value Or HTM Area (ftp Load Area (ftl Load number (Btuh/ft2°F) (Btuor perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool - - -- - .78 -- - - -- - - - - :r, 6 12F-Osw - T 0 065 n- -3.51 0 ,' 297 297 1042 232. 0 0 0 TO L=(' ,2glazmg,clroutr,.' 0.280 n _..0.00 0.00 __0 p -_ 0 0 _, 0 0 0 '_ U - - 1 423 112 101 354 79 2 glazma,-clr outr,_ .- ,:_0.280 e_ 15.12 26.15 23 - _ __ __ 0-___ 340 588 -, ._ _,-11 ___ -0 _ 170 __ - 294 W 12F-Osw 0.065 a 3.51 0.78 565 542 1903 11 'W 12F-Osw 0.065 s 3.51 OJ6 a 489 459 1611_ -__ 358 0, 0 U ; -w,---, d „1 '� 2 glazing;clr outr, 0.280 .s: 15.12 13.11 30,.= 0,.'_ 454 _- _- 393 _ 0 0 _._ 0 M_ 0 WL--G 1217-0sw 0.065 w 3.51 0.78 691 511 1792 398 229 133 466 103 W--G 2 glazing,cir out; - 0.280 w 15.12 2615 180 0 2722 4706 96 0 1452 2510 -- - - -- -3.5-1- — ------- ----- - ---- - - - ---- - --- P_.: 12F-0sw - W _ ' =0.065 - 3.51 . 0.30 " : _ 93-;__ -_ 93 :_ . .326`- _ 28 ;- 0 0 -0 ;__" 73 C 18A-38ad 0.029 1.57 0.54 1407 1407 2203 763 318 318 499 173 F• -, 19A-21 bs 'p- w 0.045 - - - - 1.94 v 0.33 ' 343 __ 343. -. _ 665-- =-" 115_ . 0 - -s_. 0° 0 6 c)AED excursion 2040 1 1081 Envelope loss/gain 13059 10044 2940 4239 12 a) Infiltration 4576 372 764 62 b) Room ventilation 0 0 0 0 13 1ntemal gains. Occupants @ 230 2 460 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 17635 10875 3703 4301 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 7349 1434 14 Subtotal - 17635 10875 11052 5735 15 Duct loads 24% 31% 4288 3401 24% 31% 2688 1793 Total room load 21923 14276 13740 7529 LowlHigh Baseboard!Cool Air 44 31 800 271 20 422 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrigFfts®ftp 2020-Jan-29 11:17.57 �� Right-Suite®Universal 2019 19.0.01 RSU25329 Page 3 \Documents\Wnghtsoft HVAC\Newman Residence.rup Calc=MJB Front Door faces E wrightsoft® Right-JO Worksheet Job: INL-01-2020 gone ' Date: Jan.25 2020 By: Anthony Jones Radiant Insulation Systems Pfen: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-679-2851 Email AnthonyJ@RadiantlnsulSystems.com Web WWW.RadiantlnsulSystems.Com 1 Room name Attic Storage 2 Loft Bath 2 Exposed wall 61.0 ft 8.3 ft 3 Room height 9.0 ft heat/cool 14.0 ft heat/cool 4 Room dimensions 1.0 x 376.4 ft 1.0 x 68.1 ft 5 Room area 376.4 ft' 68.1 ft' Ty Construction U-value Or HTM Area (ftl Load Area (ftp Load number (Btuh/ft2°F) (Btuh/ft=j or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 4f 9 -- - - - - - - - ------ - - --- - - - - --- - - 6 12F-0sw'_ --� ,� _ 0.065 n, 3.51 _ 0.78 21 21 ', 74 16 , 0 ;" ; '0 2 lazing,clr,oiitr, 0.280 c%n 0.00 - ,,0.00 x0 - 0 .__< "'0 _0- _. _ _ 0 0 j ___ 0 .....w „0' IWI -- 12F-0sw 0-065 ° e - 3.51 0.78 147 147 516 115 -117 105 370 82 �-G 2 glazing,clr ,outr,__--- _--_- 0.280 e_ __15.12 ---26.15---- ,--0_---- - __O----__ 0 _- 0 ---_- 11 _------ 0 -- - 170 ,_294 11 W- 12F-0sw -0.065 ' s 3.51 ;- 0.78 234 234 821 - - 183 .-_ - --0 -0 0 0 2glazing,ciroutr,- __0-280.__s. -15.12 ____13.11 __ _ _0 __. __ _0 _:-_0 _ -0_._. __ _0 . 0 w_ . 0 .,- r_0 W- 12F-0sw 0.065 w 3.51 0.78 147 147 516 115 0 0 0 0 2glazing,clr outr, 0.280 w 15.12 26.15 0 0 0 0 0 0 0 0 P- 12F-0sw.._ . . .. .. 0.065 0.30 - 0.,`a_._ 0 _:_ _0 _.._0 v _ . 0 8A ' .. 0 0 . C 1 -38ad 0.029 1.57 0.54 376 376 590 204 68 68 107 37 - -- -- -72- - -- -- - - --- - 0.0 - -_. . -- F :,'' 19A1bswp _ _ ,45 1.94_, 0.33 - 0__ _ '_0 _ r_.0 _0 _-.__'_ 0 -z-0 -_ ,0 :„v';'.', _`.0 -- - - - - --� - - - N - - r , i 6 c)AED excursion -19 42 Envelope loss/gain 2517 613 647 455 12 a) Infiltration 1231 100 262 21 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 3747 713 90B 477 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -3747 -713 1530 291 14 Subtotal 0 0 2439 768 15 Duct loads 24% 31% 0 0 24% 31% 593 240 Total room load 0 0 3032 1008 LowlHigh Baseboard/Cool Air 0 0 0 6 4 56 Calculations approved by RCCA to meet all requirements of Manual J 8th.Ed. -00&- =I-0t%tsoR- 202D-Jan-29 11:17.57 ^-^�• - -- Right-Suite®Universal 2019 19.0.01 RSU25329 Page 4 '`� ..%Documents\Wrightsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces: E wrightsoft® Right-M Worksheet Job: INL-01-2020 Zone 1 Date: Jan.25 2020 Byy: Anthony Jones Radiant Insulation Systems Pian: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email"AnthonyJ@RadiantlnsulSystems.com Web WWW.RadiantlnsulSystems.Com 1 Room name M.Bath Master Bedroom 2 Exposed wall 6.0 ft 293 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 10.3 x 6.0 ft 1.0 x 236.7 ft 5 Room area 62.0 ftz 236.7 ft2 Ty Construction U-value Or HTM Area (ftp Load Area (ftl Load number (Btuh/ft?°F) (Btuor perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat7 Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 U,V_r._ 12F-0sw rt 0.085 ri 3.51 0.78 - --,0-,- —0 --- 0-- --0 - 0 - --- -p;- -U ,:',.0 'G 2 glazing;cir outr,___. 0.280 n 0.00. _0.00 _.0; -_0 ._:, 0 0 0-- :-;"0 0_,.::. -0 W 12F-Osw 0.065 a 3.51 0.78 0 0 0 0 0 0 0 0 2 glazinq cir outr,- _-- 0.280__e_ -_- 15.12_---26.15 __--_T 0---------0 ---- 0_ _--- _ 0_ _ _.---0 -___-- 0 _-- - -_0 0 11 W 12F Osw 0.065 s 3.51 0.78 - 54 48 168 37 138 114 400 " 89 G 2 glaiing;cir outr,___ _ 0.280 -a- -15-12 -13.11 _ ___ 6 0 _ 91 _ __ 79___.° '_ 24 - _:. _0_ ..363 315 W 12F-Osw 0.065 w 3.51 0.78 0 0 0 0 126 42 147 33 L--G 2 glazing,_clr outr, 0.280 w 15.12 26.15 0 0 0 0 84 0 1270 2196 P=T_. 12F-0sw,., _ - _,_. 0.065 3.51, 0.30 -93 93,_" 326 28 .___ 0 0; _:_ 0 C 18A-38ad 0.029 1.57 0.54 0 0 0 0 0 0 0 0 --- -- -- - -.- - F- _ 19Ac21bSWp _....0.045 - - - - 1:94 - .._ 0.33 - _ :62_ -: _.62 _120_- _ 21- y=-_ 237 . .237 .,,459 ,"_ '` :79 -- ----- --- ------------------ -- ------- -- ------ ------ ---------- --- ------- -------- ----- -- ---- ------------ - -- - _ e 6 c)AED excursion 18 945 Envelope loss/gam 706 183 2639 3657 12 a) Infiltration 121 10 592 48 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 01 0 2 460 Appliances/other 0 0 Subtotal(lines 6 to 13) 827 192 3231 4165 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 827 192 3231 4165 15 Duct loads 24% 31% 201 601 24% 31% 7861 1302 Total room load 1028 253 4017 5467 LowlHigh Baseboard/Cool Air 2 1 14 8 6 306 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrYghtsoiFt- 2020-Jan-29 11:17:57 W= w--� Right-Suite®Universal 2019 19.0 01 RSU25329 Page 5 ' ` ...%Documents\Wnghtsoft HVAC\Newman Residence.rup Calc=MJB Front Door faces: E g - wrrightsoft® Right-M Worksheet Job: ' INL-01-2020 Zone I Date: Jan.25 2020 By: Anthony Jones Radiant Insulation Systems Pfan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone.631.879-2851 Email:Anthony)@RadiantlnsulSystems com Web:WWW.Radiantlnsul8ystems Com 1 Room name M.Closet Attic Storage 1 2 Exposed wail _ 0 ft 79.7 ft 3 Room height 9.0 It heat/cool 9.0 ft heaticool 4 Room dimensions 6.3 x 7.0 ft 21.0 x 30.7 It 5 Room area 44.3 ft2 644.0 ft2 Ty Construction U-value Or HTM Area ' (ftj Load Area (ft2) Load " number (Btuh/ft2--°F) (Btuh/ft2) or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Coot Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 IW 12F-Osw.';= - -t-;0.085- - 3.51 0.78-- --Q- 0 f----Q , -0 - 276 276,� 969 s;" ',`1215 W. 22Faz w Groutr, 0280 a : :;_ 0.51 _. 0.00`:. _0_ 0, _ :_0_"_:__ `0 .s. ..:.,;A -' ...__.0 __, <_'6-0 �---(' 2 blazing," r., .-_ 0280_ .n - 3.51 0.78 0 - 0 0 0 189 -189 663 147 Q_ A, .- - 15.12_ 26.15 0 -- 0 -- r 0 - 0 0 --- -` 0 0 0 11 IN-, _ 12F OsW; ,.._`_ 0.065, 5 3:51. 0.78 .`,'z ;'0. '0 - 0 63 63 -2-21 49 i; `-G 2 glazing,clr outr;""., „ 0.280_:s 15.12 .;' 13.11" 0 0 .<:.- ,, .._0 w,__- _t..=0. ` t; ,0 0. : ..Y,,._ '0 0' W 12F-Osw 0.065 w 3.51 0.78 0 0 0 0 189 189 663 147 W--G 2 glazing,clr outr, 0.280 ,w 15.12_ 26.15 _ _' 0 _ 0 _0 0 0_ 0 0 0 _._' _T, ,0.". ;:q 'a;,0 C 18A-38ad 6.029 - 1.57 0.54 0 0 _ 0 0 644 644 1009 349 - - - - -_--- - - ---- - - - -- - --- -- - - - -- -- -- -- - -- - _ .19A=21bswp:__. _,..w 0.045 = 1.94„-,. 0.33 _,' 44'_ _._,. 44 _ ..86:__ 15. ,1 _. 0 ___, 0?.___. -0., 0 21 XP 6 c)AED excursion 0 -27 Envelope loss/gain 86 14 3525 882 12 a) Infiltration 0 0 1607 130 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 86 14 5132 1012 Less external load 0 0 0 0 Less transfer- 0 0 0 0 Redistribution 00 -5132 -1012 14 'Subtotal 86 14 D 0 15 Duct loads 24% 31% 21 5 -24% 31% 0 0 Total room load 107 19 0 0 LowlHigh Baseboard/Cool Air or 0 1 01 01 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -+ +- wrig tsoR� 2020Jan-29 11:17.57 R•., w,ti_,� Right-Suite®Universal 2019 19.0.01 RSU25329 Page 6 ..1Documents\Wrightsoft HVACSNewman Residence.rup Calc=MJ8 Front Door faces: E - wrightsoft® Right-M Worksheet Job: INL-01-2020 Zone 2 Date: Jan.25 2020 Byy: Anthony Jones Radiant Insulation Systems L: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email:AnthonyJ@RadiantlnsulSystems.com Web:WWW.RadiantlnsuiSystems.Cam 1 Room name Zone 2 Kitchen-Living 2 Exposed wail 118.3'ft 59.7 ft 3 Room height 9.0 ft A 9.0 ft heaUcool 4 Room dimensions 39.7 x 15.3 ft 5 Room area 1189.2 ft2 608.2 ft2 Ty Construction U-value Or HTM Area (ftp Load Area (ftl Load number (Btuh/ftZ"F) (Btuh/ft5 or penmeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 -W1�,l- 12F=0'sw` - _ ._ .0.065 ,,=ri° ,3.51 .0.78 278 249 874 - 194`, 138. ' 125—1—w, -437 a'' .•.`97, 2,glaiing,clroutr,J:-, `} -_..:;_.0.280 -n 15:12 <-'"7.4t _..;._.27.. ;;°_,,r0. _ _'408 __ ,:r200:: ,- „14 A 0 204 IW 12F-Osw 0.065 a 3.51 0.78 390 346 1214 270 0 0 0 0 1--G 2 glazing,-clr outr, _ 0.2.80_Te_,_ _ 15.12 __26.15,_ 44 __ -__0 _665 1150_-__ 0 0 _ __0 0 '12FAsw=..__ 0.065 s - 3,51 0.78 r- '_,42 30 ---- 10-5 - 23 42 :y : G ,2 glazing,clr,outr, a, 0.280 s-- ,15.12. 13.11 ._ -. 12 _` 0 ' , ._ 181 T 157 :._ 512 :"; „ 0 w181 ';.,. 157. W 1217-0sw 0.065 w 3-51 0.78 357 147 516 115 357 147 516 115 L_-G 2 glazing,clr outr, w 0.280 r w 15.12 26.15 - _ _210 0 _ 3175 _5491 _210___ 0 _ _ 3175 5491 12FOsw _: ;, 0.0fi5,'r.,. _..3.51. _0.3Ue 42__ 42 :_ s.147_. 13-s " 0 , 0� C 18A-38ad 0.029 - 1.57 0.54 125 125 196 68 125 125 196 68 F. 19A'2lliswp`""" -� 1.94 _.__0.33 - -:1189 .1189 a .__.2305;_ _T..397 808 `--608 i 1779 ,;`;£ •203 77 7 6 c)AED excursion 2191 2207 Envelope loss/gam 9789 102691 5994 8461 12 a) Infiltration 2387 194 1204 98 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 2500 2000 Subtotal(lines 6 to 13) 12176 13193 7198 10559 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 12176 13193 7198 10559 15 Duct loads 30% 22%1 3597 2840 30% 22% 2126 2273 Total room load 15773 16033 9324 12832 LowlHlgh Baseboard/Cool Air 32 23 800 1 19 13 640 Calculations approved by ACCA to meet all requirements of Manual J 8th,Ed. Ad- wrigfftsoft 2020-Jan-2911.17.57 ^ •� -�-� Right-Suite®Universal 2019 19.0.01 RSU25329 Page 7 ..\Documents\Wnghtsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces. E -�-wrightsoft® Right-M Worksheet Job: INL-01-2020 Zone Z Date: Jan.25 2020 Byy: Anthony Jones Radiant Insulation Systems Pfan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone.631-879-2851 Email AnthonyJ@RadiantlnsulSystems.com Web.WWW.Radiantlnsuisystems.Com 1 Room name Bedroom 2 Entry-Hall 2 Exposed wall 28.0 ft 22.0 ft 3 Room height 9.0 ft heaticool 9.0 ft heat/cool 4 Room dimensions 1.0 x 220.9 ft 1.0 x 275.9 ft 5 Room area 220.9 ftz 275.9 ft' Ty Construction U-value Or HTM Area (ftl Load Area (ftp Load number (Btuh/ft2°F) (Btuor perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W- 12F70sw --- -- 0.065 n -- 3.51 ,- 0.78 138 --125 -A37 97 «-70 -0 0 :r 0 I-_G 2 glazing,,clr outr,__ 0.280 _n_ - -15.12-- -_7.41 _ 14 -__ ,,0 _ '_204 100_ 0 _ _ - - 9 - _ __ 0 0 IWI -- 12F-Osw 0.065 a 3.51 0.78 114 90 316 70 198 188 660 147 �----G 2 glazing,clroutr, - _ _ 0.280 _e_ 15.12 26.15 __ 24 0 _ _-363 -- 627 10 0 _- 151 261 11 W 12F-Osw 0.065 s 3.51 0.78 0 0 0 - 0 0` 0 0 0 2`gla7ing,'clr outr, -- 0-280 s-- _- 15.12 13.11 0 0- - -0 . 0 - , _-.0. .- 0 . -'0 0 W 12F-0sw 0.065 w 3.51 0.78 0 0 0 0 0 0 0 0 _ -C 2 glazing,clr outr, 0.280 w 15.12 _26.15 0 0 0 0 0 0 0 0 ,P., -,1.2F-0sw_ 0.065 - 3.51 0.30 _-- _ O -,-_,_0- _ -_,0 - U --42 42 147 13 C 18A-38ad 0-029 1.57 -0.54 0 0 - 0 0 0 0 0 0 F _ --_19A,21bswp_.` _ -0.045.e- 1.94 0.33 221_ 221 _ 428 - -_- 7-4 _ 276 276 535 ;92 - - -. .._ -. .. -.... .� - -___. --- - _ - ---' -- -- - -u-- •_- - - i - it� . 6 c)AED excursion -20 -19 Envelope loss/gain 1748 948 1493 494 12 a) Infiltration 565 46 444 36 b) Room ventilation 0 0 0 O 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 500 Subtotal pines 6 to 13) 2313 1224 1937 1030 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2313 1224 1937 1030 15 Duct loads 30% 220/a 6831 264 30% 22% 572 222 Total room load 2996 1488 2509 1251 LowlHigh Baseboard/Cool Air 6 4 74 5 4 62 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�i- wrights_oft� A� ^�••- --�^• a Right-Suite®Universal 2019 19.0.01 RSU25329 2020-Jan-2911:17.57 Page 8 ..1Documents\Wnghtsoft HVAC1Newman Residence.rup Calc=MJ8 Front Door faces E -F wrightsoftRight=J®Worksheet Job: -INL-01-2020 Zone 2 Date: Jan.25 2020 Byy: Anthony Jones Radiant Insulation Systems L: 11 Feb.20% 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email,AnthonyJ@RadiantlnsulSystems com Web:WWW.RadiantlnsulSystems.Com 1 Room name Bathroom 2 2 Exposed wall 8.7 ft 3 Room height 9.0 ft heaVcool 4 Room dimensions 1.0 x 84.2 ft 5 Room area 84.2 ftz Ty Construction U-value Or HTM Area (ftj Load Area Load number (Btuh/ftL-°F) (Btuor perimeter (ft) (Bt h) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 ,V1!` a :12F-0sw' - 0.065 n';-- -3,51 0.78 --0 -- <-r0 ,- 0 - _ 2 glazuig,'cl_r olrtt: w 0:280- m_ 15A2 .-_ 7.41 _-.0 _ ..._ 0 _-. _0 0 m.,_. IWI -- 12F-0sw 0.065 a 3.51 0.78 78 68 239 53 �---G 2 glazmq,cIr outr,_ 0.280 e _15.12 _ _26.15 10 0 151 261 11 1N. 12F-0sw ;"0.065 s-" 3.51 _ 0 78 .0 0 _-__ 0_ -. 0 G 2 glaiing,Aclr outr,'. .. _ 0.280 _:s_ -.15.12 .13.11 _-. ._. '0 _ _ 0' _0 ____ 0 w = - W 12F-0sw ,0 065 w 3.51 0.78 0 0 0 0 - W—•G 2 glazing,clr outr, 0 280 w 15.12 26.15 0 0 0 0 P-..`.:.12F 0sw. 0.065 3.51<. J 0.30 t- 0' _ . 0 Q = 0 C 18A_-08ad a 0.029 157 0.54 0 0 0 _ 0 -=..0045_ 1:94'x ,0.35 84 _.:__:84:-. . _.'163 77 Tg ..,r e3. _ ...._ _ . _ 'Y" •_ _. . . ....,-r.-_ ._r. __ _ ....1...._ ... _ _...a.. ....- F, 6 c)AED excursion 24 Envelope loss/gain 553 366 12 a) Infiltration 175 14 b) Room ventilation 0 0 13 1ntemal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal,(llnes 6 to 13) 1 728 380 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 728 380 .15 Duct loads 30% 22% 215 82 Total room load , 943 4621 1 LowlHigh Baseboard/Cool Air 1 2 1 23 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Right-Sude®Universal 2019 19.0.01 RSU25329 2020-Jan-29 1 Page 9 ACCt" ..\Documents\Wnghtsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces, E 9 + 'Wrightsoft® Loads for Multi le Orientations Job: INL-01-2020 p Date: Jan.25 2020 Entire House By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email:AnthonyJ@RadiantlnsulSystems.com Web:WWW.RadiantinsulSystems.Com Project • • For: Newman Residence 56425 Route 48, Southold, NY 11971 Des'ign"Cond'itions Location: 'Indoor: Heating Cooling Brookhaven,-NY,'US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed (mph) 15.0 7.5 Front Door North Northeast `;'3' Easf Southeast South Southwest West Northwest Sensible Load(Btuh) 20379 25759 '28074 23901 17925 21801 24262 23162 Latent Load (Btuh) 2573 2573 _r.; ;;2573 2573 2573 2573 2573 ' 2573, " Total Load-(Btuh) 22952 28332 30647 26475 20498 24374 26836 25736 Heating AVF(cfm) 1600 1600 1,600 1600 1600 1600 1600 1600 Cooling AVF(cfm) 1600 1600 :.'v. - ,1600 1600 1600 1600 1600 1600 Building Orientation.Cooling Load 40000 s m 30000 . 0 J 20000-- 0 U I° 10000 0 N NE E SE S SW W NW Direction Front Door faces Current Orientation: Front Door faces East Highest Cooling Load: Front Door faces East Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Jan-29 11:17:58 Wr�g~ '� Right-Suite®Universal 2019 19.0.01 RSU25329 Page 1 Ad PMiTek^/Bar4nuo Hetlwway Umpany .4CGP� ...%Documents\Wrightsoft HVAC1Newman Residence.rup Cale=MJ8 Front Door faces: E - Loads for Multiple Orientations Job: o : . 520 Zone 2 By: Anthony Jones Radiant Insulation Systems Plan: .11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone.631-879-2851 Email AnthonyJ@RadiantlnsulSystems.com Web-WWW.RadiantinsulSystems.Com Project • • For: Newman Residence 56425 Route 48, Southold, NY 11971, ® - •:m Condliticins Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41°N Relative-humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed (mph) 15.0 7.5 Front Door North Northeast East .' Southeast South Southwest West Northwest Sensible Load(Btuh) 12147 15148 . , =,:16235 13779 10844 13028 14354 13680 Latent Load (Btuh) 1915 1915 ; 1915- 1915 1915 1915 1915 1915 Total Load(Btuh) 14062 17063 -.'"`18150 15694 12759 14943 16269 15595 Heating AVF (cfm) 800 800 :;-"800'1 800 800 800 800 800 Cooling AVF (cfm) 800 800 ,, 800 800 800 800 800 800 Building Orientation Cooling Load 20000-- 15000- _j 000015000J _C 10000 O O ' U ' 5000 0 N NE E SE S SW W NW Direction Front Door faces Current Orientation: Front Door faces East Highest Cooling Load: Front Door faces East Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.. ' wrightsoft- 2020-Jan-29 11:17 58" AMTeka/Be•Wre NatlaeaJUmpanV Right-Sude®Universal 2019 19.0 01 RSU26329 Page 2 ACID .\Documents\Wrightsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces: E Loads or Multiple Orientations Job: INL-01-2020 1- wrightsoft® fMp Date: Jan.25 2020 Zone 1 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone-631-879-2851 Email:AnthonyJ@RadiantlnsulSystems.cam Web.WWW.RadiantlnsulSystems.Com Project • • For: Newman Residence 56425 Route 48, Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD (°F) 54 9 Latitude: 41 ON Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 45.0 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West ' Northwest Sensible Load (Btuh), 11334 13659 14887 13171 10168 11821 13186 12773 Latent Load(Btuh) 3069 3069 ' ,3069 3069 3069 3069 3069 3069 Total Load (Btuh) 14403 16728 17956 16239 13236 14890 16255 15842 Heating AVF(cfm) 800 800 800 800 800 800 800 800 Cooling AVF(cfm) 800 800 800 800 800 800 800 800 Building Orientation Cooling Load 20000 L m 15000 a os 0 J C 10000-- 0 O U 5000-- 0 N NE E SE S SW W NW Direction Front Door faces Current Orientation: Front Door faces East Highest Cooling Load: Front Door faces East Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Jan-29 11:17.58 WrightsOft® Ri ht-SuRe®Universal 2019 19.0.01 RSU25329 9 Mlek•/B.rk.M1uvWWrryfnmperry 9 Page 3 )m .1Docurrrents WWrightsoft HVAC1Newman Residence.rup Calc=MJ8 Front Door faces, E -F wrightsoft® Right-J88 Form A Job: INL-01-2020 Entire House Date: Jan.25 2020 By- Anthony Jones Radiant Insulation Systems Pfan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email.AnthonyJ@RadiantlnsulSystems com Web:`WWW.RadiantinsulSystems.Com 1 Name of Room Entire House Zone 1_ 2 Running Feet of Exposed Wall 327.0 ft 208.7 ft 3 Ceiling Ht(Ft)and Gross Wall Area(SgFt) 9.7 ft 7225.7 112 10.1 ft 4553.1 ft2 4 Room Dimensions(Ft)and Floor Plan Area(SgFt) 2939.2 ft2 1750.0 ft2 5 Ceding Slope(Deg.)and Gross Ceding Area(SgFt) 0 2939.2 ft2 0 1750.0 ft2 Type of Const., Panel' H Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 all 4 12F as n 3.51 0.78 _ -f 573 1916. -426; 297 1042' 2 232,; laz_, 2 glazing„clr`outr,_., n 15.12 = __7.41_ _,'27;; 408. N' _200- ---G 0 Wall 12F-Osw a 3.51 0.78 955 3117 693 565 1903 423 =Glaz2glazing,ciroutr, __ e -15.12_ 26.15._ 67 _1005 _ -__ 1739 23- _ 340'_ 588__ 11 Wall 12F-OSW.. 's'= _ 3.51 0.78 e - 7 531,, -1716 _ 381 489 1611 _ A - 358 "'.�Glaz• 2`glazmg,cl'routr s _15.12,. 13.11 °42 635 . -550_ 30 454" •.___393,c { '„ ;'„_ V)lall 12F-Osw w 3.51 0.78 1048 2308 513 691 1792 398 L-Glaz 2 glazing,clr outr, - w _ 15:12 26.15 390 5897 10197 180 _2722 _ 4706 r" Wa11-_._, .-, 12FrOsw.:- . ., _ ,3.51', _ _0.3U_. , 135 :'474 ;40._. r 93. ' '32t3,. 28', Cal 18A-38ad 1.57 0.54 1532 _2399 831 1407 2203 763 F,lor_. ,' _, 19A21liswp`w__ --- - -a - -- - - - -- - - - - -- - - -_-- Infiltration Heating Load(Btuh) 0.25 6963 4576 Effect WAR -- - WAR - - 12 Sensible Load(Btuh) ACH 1.00 565 1.00 372 0.12 Latent Load(Btuh) 1207 793 Intemal a occupants at 230 and 200 Btuh 3 690 600 2 460 4.00_ b Scenano number 2500 - 0 13 c Default Adjustments -' d Custom Appliances " 0 0_ 0 0 e Plants - 0 -, . 0 14 Subtotals Sum lines 6 through 12 29811 24068 1807 17635 10675 1193 Duct EHLF&ESGF 0.265F 0.259 7885 6240 4288 3401 15 Loads _ ELG766 405 16 Ventilation Loads Vent Cfm 111 E Cfm 111 z 6555 1129 2410 3998 . 688 1470 - _ 17 Winter Humidrfication Load Gal/Day 19.0 3588 5690 18 Piping Load 4928 2464 19 Blower Heat - 0 1707 ZO AED Excursion&Latent Moisture Migration Load 4231 -• 2040 21 Total Load Sum lines 13 through-19 52766 31438 2573 34075 16671 3069 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. •-F�- wrightsof't•' - 2020-Jan-29 11 17'59 ^-R•• ^ -,�•-, Right-Sude®Unwersal 2019 19.0 01 RSU25329 Page 1 ...\Documents\Wrightsoft HVAC\Newman Residence rup Calc=MJ8 Front Door faces. E -�-wrightsoft® Right=J80 Form A Job: INL-01-2020 Entire House , Date: Jan.25 2020 Byy: Anthony Jones Radiant Insulation Systems Pfan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851',Email.AnthonyJ@RadiantinsulSystems.com Web,WWW°RadiantlnsulSystems.Com 1 Name of Room Zone 2 2 Running Feet of Exposed Wail 118.3 ft -3 Ceding Ht(Ft)and Gross Wall Area(SgFt) 9.0 ft 2688.0 ft2 4 Room Dimensions(Ft)and Floor Plan Area(SgFt) 1189.2 ft2 5 Ceding Slope(Deg.)and Gross Ceding Area(SgFt) 0 1189.2 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Cig. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 all-— ;-_ - .12F-Osw - -_ -- - — 3.51- -- 0.78 276 .874= __194 -Glaz'_,, - 2 giazing:.clroutr„_ n. 15.12,, 7.41'. =27w. '408 200_ _ 3 _�- _ Wall 12F-Osw a 3°51 0.78 390 1214 270 E�Glaz" __ 2 glazinq,_clr ,outr, - _ e , _____15.12 _ _26.15_ _44 _ 665_ ___1150.23° 11 Wall 12F-Osw <:< S, <3:51 0.78. 42_ °"—, az,.___ 2,giaiing,clroutr,- _s',u_ _15.124 _ 13.11' ^12" _ 181: _ . 157, m r_ Wall 12F-Osw w 3.51 0.78 M 357 516 115 =Glaz 2 glazing,cir outr,T w 15.12 _2.6.15 _210" _ 3175 5491 µ Wall 12F.-Osw ,M- 3:51 _ ° 0.30 ^42• _ ,14Z 15<: Ced 18A-38ad - _l.57 0.54 125 196 _68 Flor, 19A-21 bswp_ _ _- _. .. _; 1.54, „0.33•- ,w 1189,,- T 2305_ .597_ _.<. - - _- - -- , — -- -- - - ----- Infiltration Heating Load(Btuh) 0.25, 2387 Effect WAR 12 Sensible Load(Btuh) ACH 1.00 194 0.12 Latent Load(Btuh) -414 Internal a Occupants at 230 and 200 Btuh 1 230 200 b Scenario number - 2500 ,-- 13 c Default Adjustments d Custom Appliances 0 0 e Plants 0 14 Subtotals Sum lines 6 through 12 12176 13193 614 Duct EHLF&ESGF 0.295 0.215 3597 2840 15 Loads ELG 361 . 16 Ventilation Loads Vent Cfm 111 E Cfm 111 2557 440 940 17 Winter Humidification Load GaUDay 19.0 3362 18 Piping Load 2464 19 Blower Heat 1707 20 AED Excursion&Latent Moisture Migration Load 2191 21 Total Load' - Sum lines 13 through 19 24155 18180 1915 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. =!!2µts vr^ 2020-Jan-29 11:17 59 Right-Sufte®Universal 2019 19 0 01 RSU25329 C Page 2 AC (:;k HVAC\Newman Residence.rup Calc=MJ8 Front Door faces: E -wrightsoft° Right-A@ Form A Job: INL-01-2020 Zone 1 Date: Jan.25 2020 By: - Anthony Jones -Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone`631-879-2851 Email:AnthonyJ@RadiantlnsulSystems com Web:WWW.RadiantlnsulSystems.Com 1 Name of Room Zone 1 Loft 2 Running Feet of Exposed Wall 208.7 ft 24.3 ft 3 Ceding Ht(Ft)and Gross Wall Area(SgFt) 10.1 ft 4553.1 ft2 14.0 It 1120.0 ft2 4 Room Dimensions(Ft)'and Floor Plan Area(SgFt) 1750.0 ft2 1.0 x 318.4 ft .318.4 ft2 5 Ceding Slope(Deg.)and Gross Ceiling Area(SgFt) 0 1750.0 ft2 0 318.4 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght' Htg. Clg. Heating S-Clg L-CIg Heating S-Clg L-Clg 6 all' - 12F-Osw n ` - -3:51 -0:78 -- 297 Glaz•:y _ Z'glazmg,'clr"outr,` n' 0:00_, O ' 1 :0, 0 - 0 , 0 0- .00- x '0., , Wall - 12F-Osw a 3.51 _ 0.78 565 _.r 1903 N 423 112 354 79 [::-Glaz_ 2 glazmq,clr,outr,_ e 15.12 26.15 23 __ 340_ 588 11 _170 294 11 .Wall -: 92F=Osw, r - -,s - 3:51- -. 0.78 ' _ -489 A611 358.= _, -, 0;, �`• laz-_` 2'glaiirig,-elf utr,___ _ s 15.12 13.11:' . v .,30 , ;'454`. 393'' _ 0... V)lall 12F-Osw - w 3.51 0.78 691 1792 398 229 466 103 L-Glaz, 2 glazing,clr outr, w 15.12 - 26.15 180 _ 2722 -4.706 96 1452 2510 12F-0sw- _ __ - 3.51 _ ,0:30'- - '�93` 326_ 28 Ceil -' 18A-38ad - ^_ 1.57 0.54 1_407 2203 - 763 318 T 499 173 _19A-21bswp, 1.94'; 0.33 n -343` _ .685 -_r,115. -- '0= ,0 t'O t,, 47 t. ' t L - - Infiltration Heating Load(Btuh) 0.26 4576 764 Effect WAR - - WAR 12 Sensible Load(Btuh) ACH 1.00 372 0.17 62 0.12 Latent Load(Btuh) 793 4 Internal a Occupants at 230 and 200-Btuh 2_ 460 400 0 ' 0 0 b Scenario number 0 „ 0 13 c Default Adjustments d Custom Appliances- 0_ 0 0 0 e Plants - 0 - 0 14 Subtotals Sum lines 8 through 1217635 10875 1193 11052 5735 Duct EHLF&ESGF 0.243 0.313 : 4288 3401 2688 1793 15 Loads _ ELG 405 74 16 Ventilation Loads Vent Cfm 68 E Cfm- 68 3998 688 1470 ; ?_- 17 Winter Humidification Load Gal/Day 12.1 5690 18 Piping Load 2464 19 Blower Heat 1707 20 AED Excursion&Latent Moisture Migration Load2040 _ 1081 21 Total Load Sum lines 13 through 19 34075 16671 3069 13740 7529 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr�gr.tsoft^ Right-Suite®Universal 2019 19.0 01 RSU25329 2020Jan-29 1 Page 3 ACCk ...\Documents\Wnghtsoft HVAC\Newman Residence.rup Calc=MJ8-Front Door faces: E g +'wrightsoft® Right-J88 Form A Job: INL-01-2020 Zone - Date: Jan.25 2020 By: AnthonyJones Radiant Insulation Systems L: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email AnthonyJ@RadiantlnsulSystems.com Web:WWWRadiantinsulSystems.Com 1 Name of Room Attic Storage 2 Loft Bath 2 Running Feet of Exposed Wall 61.0 It 8.3 It 3 Ceiling Ht(Ft)and Gross Wall Area(SgFt) 9.0-ft 762.0 f12 14.0 ft 504.0 ft2 4 Room Dimensions(Ft)and Floor Plan Area(SgFt) 1.0 x 376.4 ft 376.4 ft2 1.0 x 68.1 ft 68.1 ft2 5 Ceiling Slope(Deg)and Gross Ceiling Area(SgFt) 0. ° 376.4 ft2 0 68.1 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Cig. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 ,Wall,., - - 12F Osw_ - . n - --,,a•,,,- .' Glaz•.; 2"glazmg,'clroutr, ';, n 0'00 '0.00 0 0; =' 0 ?0 = 0- ,- _!all s 12F-Osw a 3.51 0.78 147 - 516 ..'. 115 -.f •,,- 117 370 82 - .Glaz_ 2 glazmq,_clr_outr, a 15.12 26.15 0 0 0 11 170- 294_ _ 11 �iall �.- 12F-0sw s 3 51-Y --%0.78. -234,' 0 - - -0 ` 0 !-Glaaz,- _.; .2glazing,'clroutr s.,' 115:12, 13.11 0.,• ._ _ 0 0 _: _0,- 0' WT'„.0; w ._ ,. Wall 12F70sw w 3.51 0.78 147 516 115 �a 0 0 0 LGlaz_ _ 2 glazing,clr outr, w 15.12 26.15 0 0 0 0 0 0 _-,-,0.30-. - 0 -.- �-- --0 - -- �9 -_- Ceil 18A-38ad _ - 1.57 054 376 590 2_0_4 68 107 Floc_'_ .A ._.,._; 19A,21bswf% .' _ 1.94 - __,0:33,,' _ 0 0- 37 -4 --- - - - ---- --- - - - -- - - - --- - ---- - - r •Fl Infiltration Heating Load(Btuh) 0.26 1231 262 Effect WAR -- WAR -_- - --- 12 Sensible Load(Btuh) ACH 0.27100 0.06 21 0.12 Latent Load(Btuh) `f Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number - "- 0 ; 0 13 c Default Adjustments d Custom Appliances 0 0 _0 0 e Plants 0 -: 0 14 Subtotals Sum tines 6 through 12 0 0 2439 768 £? Duct EHLF&ESGF 0.243 0.313 0 0 593 240 :',•` 15 Loads ELG 87 16 16 Ventilation Loads Vent Cfm 68 E Cfm 68 17 Winter Humidification Load Gal/Day 12.1 -18 Piping Load 19 Blower Heat _ = 20 AED Excursion&Latent Moisture Migration Load -19 42 21 Total Load Sum lines 13 through 19 0 0 3032 1008 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigt�tsoTt® 2020-Jan-2911.17.59 .� -^•• -��w• Right-Sude9 Universal 2019 19.0.01 RSU25329 Page 4 ''CC�P` ..kDocumentskWnghtsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces E - wrightsoft" . Right-A@ Form A Job: SNL-01.2020 Zone 1 nate: Jan.25 2020 B : Anthony Jones Radiant Insulation Systems Pran: 11 Feb.2019 390 Middle Country Rd„Middle Island,NY 11953 Phone.631-879-2851 Email:AnthonyJ@RadiantlnsulSystems.com Web:WWW.Radiant lnsulSystems.Corn 1 Name of Room M.Bath Master Bedroom 2 Running Feet of Exposed Wail 6.0 ft 29.3 ft 3 Ceding Ht(Ft)and,Gross Wall Area(SgFt) 9.0 ft 294.0 ft2 9.0 ft 636.0 ft2 4 Room Dimensions(Ft)and Floor Plan Area(SgFt) 10.3 x 6.0 ft 620 ft' 1.0 x 236,7 ft 236.7 ft' 5 Ceding Slope(Deg.)and Gross Ceding Area(SgFt) 0 62.0 ft2 0 236 7 ft' Type of, Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght LengM Htg. Clg Heating S-Clg L-Clg Heating S-Clg L-Clg ^ — - -- ;�, ;- - r �..-0.78 ,� 0 --•---l)' _ 0 - 7----� 0•:' 6 Vall 12F-Osw•. 3.51 _,L---Glaz _:__ 2 giaiing..cir outr,;,U -n`, 0-00 _ 0.00• 0 _ 0 0' _.- `0 OT`_ 0 ;. ( '- 12F-Osw a 3.51 - 078 " 0 0 -} LL 0 ti., 0 0 0 z11- Wall a !—Gla, 2 glazmq,clr_outr, e __15.12 __26.15 _ 0 0 0 0-_ _ 0 0 11 W all- - 12F-Osw s,4� 3.51_ 0.78 `•54 168 - ;37 138, - - 4az--_ :2 glazing,-clr.outr,_A., s u15:12 :13.11.' °°`6._ _.__.91' 79. = 1 24 -'363-,. :315 -. ; Wall 12F-Osw ' w 3.51 0.78 0 0 0 - 126 147 33 . =Glaz ._ 2 glazing,clr_outr, w 15.12 _ 26.15_ __ 0 ____0 _T_0 - "„ _ _ 84 1_270__ 2196 Wall 12F-0sw, T'. _ .. --_3.51, I:0.30,_ 93 .:_ -326_'4 ,:28 0_ ,= Q,. °_-v-�0 W- "Wall _ 18A-38ad _ 1.57 0.54 0 0 0 0 0 0 FIOG. , '1-9-A-21 tiswpr" _ :. W-,1.94 _0.33. 62`Y 120'` _ 21 A TI __»r - ._ , _ _ - ___ __ _ _ _ _- _ -Z- 7 __ __ -____,- _____ __ - ____ _ _ ____ ___ j Infiltration Heating Load(Btuh) 0.26 121 592 Effect WAR - WAR' - 12 Sensible Load(Btuh) ACH 0.03 10 0.13 48 0-12 Latent Load(Btuh) _ Internal a Occupants at 230 and 200 Btuh 0 0 0 2 460 400 b Scenano number = 0 -_ - --- 0 , 13 c Default Adjustments d Custom Appliances O 0 __ 0 0 e Plants _ 0 0 14 Subtotals Sum hoes 6 through 12 827 192" 3231' 4165 Duct EHLF&ESGF 0.243 0.313 201 60 _ 786 1302 15 Loads ELG 14 a s " 55 16 Ventilation Loads Vent Cfm 68 E Cfm 68 17 Winter Humidification Load Gal/Day 12-1 - 18 Piping Load 19 Blower Heat 20 'AED Excursion&Latent Moisture Migration Load 18 945 21 Total Load Sum lines 13 through 19 1028 253 4017 5467 •;•• :.;':',y _ Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrigF�ts®Tt® 2020-Jan-2911.17.59 •��• -w -��� Right-Suite®Universal 2019 19.0.01 RSU25329 Page 5 ...\Documents\Wnghtsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces: E -wrightsoft® Right,J80 Form A Job: INL-01-2020 Zone 1 Date: Jan.25 2020 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone.631-879-2851 Email,AnthonyJ@RadiantlnsulSystems.com Web:WWW.RadiantinsulSystems.Com 1 Name of Room M.Closet Attic Storage 1 2 Running Feet of Exposed Wall 0 ft 79.7 ft 3 Ceding Ht(Ft)and Gross Wall Area(SgFt) 9.0 ft 240.0 ft2 9.0 ft 930.0 ft2 4 Room Dimensions(Ft)and Floor Plan Area(SgFt) 6.3 x 7.0 ft 44.3 ft2 21.0 x 30.7 ft - 644.0 ft2 5 Ceding Slope(Deg.)and Gross Ceiling Area(SgFt) 0 ° 44.3 ft2 0 644.0 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-CIg L-Gig B V,Vall 12F-Osw---- - n,," -3:b1. - 0.78 ' D .0.._ p -276 GIaz ,-;'_„ 2.glazing„cir Doti„'_ :n • --_:,0.00 .w 0.00 0 :9>' .0, -- O c= 0; ry0 (Wall - 12F-Osw a 3.51 0.78 W 0 0 0 189 - `663 -' 147 �laz 2 glazing,clr outr,,__ e 15.12 26.15 0_ _ _ _0 _ 0_ __ „t; 11 UlVall`_ 12F-osw,- '_ :s, -- 3.51 - '0.787 - m0 0. 0 T 63 �--Glaz,._ 2 glazing„cir Doti s _.15.12;. .13.11.. 0 . :.0 ,m.0. 0_ "0 m Wall 12F-Osw w 3.51 0.78 0 0 0 189 663 147' E- GGlaz 2 glazing,cir outr, w 15.12 _26.15 0 0 0 0 0 0 :1Nafl'; ----_-e12F-Osw_ ._ _ - - -3.51_: 0.30' _ ._ 0:. -,_0«' '_ 4 0. 0 p: - 0: Cell w 18A-38ad - 1.57 - 0.54 0 0 0 _644 1009 349 For . � -> ,... � ,- �,._..._ _tee, _..,._ '-"--M,J`,. .•._ f4 -...._ �..... ....... . ..�,,t . -_i__• ____ 'F '- -}; .-c,.-._-_.. . _---.--.. _<>> _.--.--_ -�..._"--_ ...-. ._...__ _•n-_. .-._ -,.� �..., .. - _ "_.�.._. -- moi. , a_ - . r,� - _- ur _ __- .__--E- _-- �. i{,n,. ,•i*'el Infiltration Heating Load(Btuh) 0.26 0 . ' ' 1607 Effect WAR - --- WAR --: - 12 Sensible Load(Btuh) ACH 0 0 - 0.35 130 5, 0.12 Latent Load(Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number -_ _ 0 - _ 0 13 c Default Adjustments .y d Custom Appliances 00 0 " 0 e Plants - 0 - _ ;m, 0 14 Subtotals- Sum lines 6 through 12 86 14 0 0 Duct EHLF&ESGF 0.243 0.313 21 5 0 0 15 Loads, ELG10 149 16 Ventilation Loads Vent Cfm 68 E Cfm 68 ' 17 Winter Humidification Load Gal/Day 12.1 „ 18 Piping Load '19 Blower Heat 20 AED Excursion&Latent Moisture Migration Load 0 -27 21 Total Load Sum lines 13 through 19 107 19 0 0 £✓ P'y„ Calculations approved by ACCA to meet'all requirements of Manual J 8th Ed. wrigttits®iFt^ 2020-Jan-29 11:17 59 -T•• -• -w -w� Right-Suite®Universal 2019 19.0.01 RSU25329 Page 6 \Documents\Wrightsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces E -+ -wrightsoft® Right-J8® Form A Job: SNL-01-2020 Zone 2 Date: Jan.25 2020 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email:AnthonyJ@Radiarrtlnsu[Systems.com Web.WWW Radiantl nsulSystems.Cam 1 Name of Room Zone 2 Kitchen-Living 2 Running Feet of Exposed Wall 118.3 ft 59.7 ft 3 Ceiling Ht(Ft)and Gross Wall Area(SgFt) 9.0 ft 2688.0 ft2 9.0 ft - 990.0 f12 - 4 Room Dimensions(Ft)and Floor Plan Area(SgFt) 1189.2 ft' 39.7 x 15.3 ft 608.2 ft2 5 Ceiling Slope(Deg.)and Gross Ceding Area(SgFt) 0 1189.2 ft2 0 608.2 ft2 Type of Const., Panel H Area or Btuh Area or Btuh _.Exposure Number Faces Lenght Lenght Htg. Cig. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 W-all, -12F-lbw. -_- �` , --B.St•:.- 0.78- 276_ 874' ;194' -18$ --J437T, _: .97, I�claz ,' 2'gtazing,_Ctrautr, v n '. j5.12.. 7.41 - -r. 27._° 408 200-,. 14 . 204.. F100. . _ _ i , , s Wall 12F-Osw e ry 3.51, 0.78 390 1214 270 0 0 0 II __ 5.12 44 50 0 11 Wa taz",.^- -<12F Osw clr outr.-`_,- s:, '_, 13.51,:,,: ;-?0.78,_ _ .. _42 w 86057123,. -- 42 --`10' 23, laz _ 2 glaimg,.clr outr; s: >15.12 z._.,.13.11: _._ 12 _ 187: ..-, 157-_ f-12 181` .1157- ry Wall 1217-0sw w 3.51 0.78 357 516 115 = 357 516 115 Wall,f. :.._ 12F Osw .. 3.51` 0.30r 0__ "0 ..•F c,.'`.` L-Glaz_ _ 2 glazing,cir outr, w 15.12 26.15 _ 210 3175 5491 210• 3175 _ 5491 0- Ce'd 18A-38ad 1.57 0.54 125 196 68 125 196 68 .Flor. - 19A-21bswp __ _.. - 1.94 ._ 0.33Y.. rr 1189 :2305., 397° _ `608,s _ =1179 ` 203;;, • 'rry _..-...�-.moi........... .... .-___,•__� ___,., e. _e ______ -. .,.., . __ -_�. ._., »._.... _ _.. � - w _� ,.',_:, --:k_..-, .,__ _ - - _ , , e Infiltration Heating Load(Btuh) 0.23 2367 1204 Effect WAR -- WAR 12 Sensible Load(Btuh) ACH 1.00 194 0.50 98 Y 0.11 Latent Load(Btuh), 414 Internal a Occupants at 230 and 200 Btuh 1 230 200 0 0 0 b Scenano number - - 2500 = - 2000 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants - 0 - - 0 14 Subtotals Sum tines 6 through 12 12176 13193 614 7198 10559 Duct- EHLF&ESGF 0.295 0.215 „` 3597 2840 2126 2273 15 Loads ELG 361 `, 184 16 Ventilation Lids Vent Cfm 43 E Cfm 43 2557 440 940 17 Winter Humidification Load Gal/Day 7.0 3362 `' {• 18 Piping Load 2464 19 Blower Heat 1707 ` 20 AED Excursion&Latent Moisture Migration Load 2191 2207 21 Total Load Sum lines 13 through 19 24155 18180 1915 9324 12832 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F'�F- wrigFatsoTt� 2020-Jan-29 11.17.59 ,..�� ^M^• °^. �mw Right-SudeO Universal 2019 19 0.01 RSU25329 Page'7 XDocuments%Wrightsoft HVAC\Newman Residence rup Calc=MJ8 Front Door faces. E wrightsoft® Right-A@ Form A Job: INL-01-2020- Zone 2 Date: Jan.25 2020 Anthony Jones Radiant Insulation Systems P in: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone*631-879-2851 Email AnthonyJ@RadiantlnsulSystems.com Web:WWWAadiantlnsulSystems.Com 1_ Name of Room Bedroom 2 Entry-Hall 2 Running Feet of Exposed Wall 28.0 ft 22.0 ft 3 Ceding Ht(Ft)and Gross Wall Area(SgFt) 9.0 ft 552.0 ft2 9.0 ft 780.0 ft2 4 Room Dimensions(Ft)and Floor Plan Area(SgFQ 1.0 x 220.9 ft 220.9 ft2 1-0 x 275.9 ft 275.9 ft2 5 Ceding Slope(Deg.)and Gross Ceiling Area(SgFt) 0 220.9 ft2 0,0 275.9 ft2 Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Lenght Lenght Htg Clg. Heating S-Cig L-Cig Heating S-C19 L-Cig 6 V,Vall-- - 12F-0sw-- - - - ,' 3.51". ; - : 0.78, .-138.= „ 437 - -�97 - 0 -0, 0,. i,. "Gtai,_ 2 glazing,cicoutr, ri: 15.12 „-.7.41_ 14 w. -.._204_: 100 0= U Wall 12F-Osw a 3.51 0.78 114 316 70 - 198 660 147 •,?� ; ; M-Glaz_- __-2 glazmq,cir outr,'q - _. ,e_-_ _-- -15.12 _ _26.15_ .-- _-24- -- 363___ -__ry627 _ __10 __-_ 151---=--261 11 Wall " 12F-Osw s 3.51 0.78 0 0 - 0' -,:,, 0 0 ;`.,0.r ' 1 -Glaz ._ 2 glazing,•cir outr,_., s.. 15.12. 13.11,. s• a___0 0 °0'} :> Wall 1217-0sw w 3.51 0.78 0 _ 0 0 0 0 0 - =Glaz 2glazing,ciroutr, - w 15.12 _26.15 0 - _0 0 0 _ 0 -- - 0 Wall',_ 12F-0sw 3.51- „0.30 0'`' 0 F- 0_ s 42; 147^• ' ,13'„ Ceil - 18A-38ad 1.57 0.54 0 0 0 0 0 0 ,- Flor _19A-21t�swp_s :1.94, 0.33_, 221;_y._:,928,: 27fi .:535_`- 92'' - .14 .._. ,-.... Yr_ _ fes.._.._...-_._. rf-_• v- _• .. ,.. _,..:5.n - .. .._. - .s. ..v _ ....,..-._ _ _...ti - - .-.- v -.-..... .. _ ...<, ',:� Infiltration Heating Load(Btuh) 0-23 565 - 444 Effect WAR --- WAR 12 Sensible Load(Btuh) ACH 0.24 46 019 36 ,- Latent Load(Btuh) Internal a Occupants at 230 and 200 Btuh 1 230 _200 0 0 0 b Scenano number '` 0 = 500 13 c Default Adjustments _v ___ d Custom Appliances _ 0 0 0_ 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 2313 1224 1937 1030 ` Duct EHLF&ESGF 0.295 0.215 683 264 572 222 15 Loads _ ELG 67 84 16 Ventilation Loads Vent Cfm 43 E Cf m 43 "'f-11 17 Winter Humidification Load- GaUDay 7.0 - 18 Piping Load 19 Blower Heat „ 20 AED Excursion&Latent Moisture Migration Load -20 -19 21 1 Total Load. Sum fines 13 through 19 2996 1488 2509 1251 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �� wrigF�tsoQtP 2020-Jan-29 11.17 59 ^•• ° ° - • Right-Sude®Universal 2019 19.0 01 RSU25329 Page'8 14CC��' ..\Documents\Wrightsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces. E -F wrightsoft® Right-J80 Form A Job: INL-01-2020 Zone 2 Date: Jan.25 2020 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631.879-2851 Email AnthonyJ@RadiantlnsulSystems.com Web-WWW.Radiantl nsulSystems.Cam 1 Name of Room Bathroom 2 2 Running Feet of Exposed Wall 8.7 ft 3 Ceding Ht(Ft)and Gross Wall Area(SgFt) 9.0 ft 366 0 ft2 4 Room Dimensions(Ft)and Floor Plan Area(SgFt) 1.0 x 84.2 ft 842 ftz 5 Ceding Slope(Deg.)and Gross Ceiling Area(SgFt) 0 ° 84.2 ftz Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces LengM Lenght Htg. Clg. Heating S-Clg L-CIg Heating S-Clg L-Clg 6 Wall - 12F-OsW -- n 3.51. v 0.78' 0 0- —— - - - - _G laz.' _ _ 2 glazing,clr ,outr,,_ n _ 15.12 7.41 9. ._'- 0.., 0. Wall 12F-Osw a 3.51 078 78 239 53 E�Glaz 2 glazinq,clr outr, _ _ e_ 15.12_ 2615 10 151_ _261 11 WIall - 12F-Osw s 3.51.- 0-78 0 0 0 !—=c�laz - 2 glazing,cir outr, _ -s 15.12 - 13.11 _ .0_ 0 0 - Wall 12F-Osw w 3.51 0.78 0 0 0 =Glaz 2 glazing,clr outr, w 15.12 26.15 -----0- 0 0 Wall` _. ._ _ 12F-osw -_ _ 3.51_ _ 030 0 0_ .._ 0- Ceil 18A-38ad 1.57 0.54 0 0 0 Harr _ 19A-216sw -- - - -- -- - - _ p 1.94 __ 0.33_ __ -._ 84 163 .._ 28- Infiltration Heating Load(Btuh) 0.23 175 Effect WAR 12 Sensible Load(Btuh) ACH 0.07 14 0.11 Latent Load(Btuh) Intemal a Occupants at 230 and 200 Btuh 0 0 0 b Scenano number - 0 13 c Default Adjustments d Custom Appliances _0_ 0 e Plants 0 14 Subtotals Sum lines 6 through 12 728 380 Duct EHLF&ESGF 0.295 0.215 215 82 15 Loads ELG 26 16 Ventilation Loads Vent Cfm 43 E Cfm 43 17 Winter Humidification Load GaVDay 7.0 18 Piping Load 19 Blower Heat 20 AED Excursion&Latent Moisture Migration Load 24 21 Total Load Sum lines 13 through 19 943 462 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F4d- wrigFetsoft �� ^-^••-^ ^^^•-��•--� RightSufte�1 Universal 2019 19.0.01 RSU25329 2020-Jan-29 11.17.59 Page 9 .1Documents%Wnghtsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces: E Load Multizone Summary Report Job: INL-01-2020 1- wrightsoft® Date: Jan.25 2020 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle'lsland,NY 11953 Phone:631-879-2851 Email AnthonyJQaRadiantinsulSystems.com Web:WWW.RadiantinsulSystems.Com Infiltration Summary Heating Cooling ZONE NAME Volume ACH AVF HTM Volume ACH AVF - HTM ft' cfm Btuh/W tt cfm Btuh/ft' Zone 2 10703 0.23 40 2.2 10703 0.11 19 0 .2 Zone 1 17683 0.26 77 2.2 17683 0.12 36 0.2 Entire House 28386 0.25 118 2.2 1 28386 0.12 55 0.2 • , • and, ROOM NAME Area Htg load Clg load Htg AVF Clg AVF ft2 Btuh Btuh cfm cfm Kitchen - Living 608 9324 12832 473 640 Bedroom 2 221 2996 1488 152 74 Entry - Hall 276 2509 1251 127 62 Bathroom 2 84 943 462 48 23 Zone 2 1189 15773 16033 800 800 Loft 318 13740 7529 501 422 Attic Storage 2` 376 0 0 0 0 Loft Bath 68 3032 1008 111 56 M. Bath 62 1028 253 38 14 Master Bedroom '237 4017 5467 147 306 M. Closet 44 107 19 4 1 Attic Storage 1 644 0 0 0 0 Zone 1 1750 21923 14276 800 800 Entire House 2939 37696 30309 1600 1600 2020-Jan-29 11:18:00 ob wrightsoft® Right-Suite®Universal 2019 19.0.01 RSU25329 Page 1 )rXK ..1DocumentslWrightsoft HVAC%Newman Residence.rup Calc=MJ8 Front Door faces: E J1 Form - Worksheet A Jab: INL-01-2020 - wrightsoft® Date: Jan.25 2020 Entire House By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email.AnthonyJ@RadiantlnsulSystems.com Web.WWW.RadiantlnsulSystems.Com - Supporting Detail Project Name: Newman Residence Date: Jan. 25 2020 Address: 56425 koute 48, Southold, NY 11971 Phone: Job ID: INL-01-2020 Worksheet A Location and Design Conditions Weather Location: Brookhaven, NY, US Elevation= 82 Latitude= 41 Indoor Conditions, Heating: DB = 70'F RH = 50 % Indoor Conditions, Cooling: DB = 75'F, RH = -50 % Table 1 Conditions 99% DB = 16 OF 1% DB = 84 OF Grains Difference= 32 gr/Ib Daily Range= L Design Temperature Differences HTD= 54 OF CTD = 9 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Jan-29 11:18.00 wrightSoft® Right-Sude®Universal 2019 19.0.01 RSU25329 Page 1 NMi.k^/8..644e W/4evry Ump.n, �iC� ...1DocumentslWrrghtsoft HVAC1Newman Residence rup Calc=MJ8 •Front Door faces: E .{ WCI 9rltS®ft® A Form - Worksheet A Job: INL-01-2020 Date: Jan.252020 Zone 9 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879.2851 Email.AnthonyJ@RadiantinsulSystems.com Web:WWW.RadiantlnsulSystems.Com • Supporting Detail Project Name: Newman Residence Date: Jan. 25 2020 Address: 56425 Route 48, Southold, NY 11971 Phone: Job ID: INL-01-2020 Worksheet A Location and Design Conditions Weather Location: Brookhaven, NY, US Elevation= 82 Latitude= 41 Indoor Conditions, Heating: DB = 70 OF RH = 50 % Indoor Conditions, Cooling: DB = 75 OF RH = 50 % Table 1 Conditions 99% DB = 16 OF 1% DB = 84 OF Grains Difference= 32 gr/Ib Daily Range= L Design Temperature Differences HTD = 54 OF CTD = 9 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WrightSOft- 2020-Jan-29 11:18:00 Right-Suite®Universal 2019 19.0.01 RSU25329 Page 2 ...1DocumentslWrightsoft HVAC1Newman Residence.rup Calc=MJ8 Front Door faces, E Form - Worksheet A Job: INL-01-2020 -�- wrightsoft® J1 orDate: Jan.25 2020 Zone 2 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email*AnthonyJ @Radiantl nsulSystems.cam Web:WWW.RadiantlnsulSystems Com Supporting Detail Project Name: Newman Residence Date: Jan. 25 2020 Address: 56425 Route 48, Southold, NY 11971 Phone: Job ID: INL-01-2020 7�1 Worksheet A Location and Design Conditions Weather Location: Brookhaven, NY, US Elevation=' 82 Latitude= 41 Indoor Conditions, Heating: DB = 70 OF RH = 50 % Indoor Conditions, Cooling: DB = 75 OF RH = 50 % Table 1 Conditions 99% DB = 16 OF 1% DB = 84 OF Grains Difference= 32 gr/lb Daily Range= L Design Temperature Differences FHTD = 54' OF CTD = 9 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Jan-29 11.18:00 wrightsoft® Right-Suite®Universal 2019 19.0.01 RSU25329 ..,� . �.,� Page3 ...1Documents\Wnghtsoft HVAC1Newman Residence.rup Calc=MJ8 Front Door faces, E N i, Level 1 213 cfm 213 cfm 213 cfm R163 cfm ®,153 Ktcher Living Master Bedroom a4cf00 cfm 116" M.Cl. M Bath � 3 cfm Bedroom 2 Entry-Hall _ S cfm 4 Bathroom 2 127 cfm 152 cfm Garage 43'-4" Job#: INL-01-2020 Scale: 1 : 111 Performed by Anthony Jones for: Radiant Insulation Systems Page 1 Newman Residence 390 Middle Country Rd Right-Suite®Universal 2019 56425 Route 48 Middle Island, NY 11953 19.0.01 RSU25329 Southold, NY 11971 Phone: 631-879-2851 2020-Jan-29'11:18:21 - RadiantlnsulSystems.Com AnthonyJ@Radiantl... ••.htsoftHVACWewmanResidence.rup N Level 2 13 Attic Storage 1 2„ Attic Storage 2 800 cfm Loft 10„ 167 cfm Loft Bath 167 cfm 17'-0" � Job* INL-01=2020 Scale: 1 : 111 Performed by Anthony Jones for: Radiant Insulation Systems Page 2 Newman Residence 390 Middle Country Rd Right-Suite®Universal 2019 56425 Route 48 Middle Island, NY 11953 19.0.01 RSU25329 Southold, NY 11971 Phone: 631-879-2851 2020,1an-2911:18.22 RadiantinsuiSystems.Com AnthonyJ@Radiantl... htsoft HVACWewman Residence.rup Duct System Summa Job: INL-01-2020 - = Wrights®ft® y Date: Jan.25 2020 Zone 9 By: Anthony Jones Radiant Insulation systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email-AnthonyJ@RadiantinsulSystems.com Web-WWW.RadiantlnsulSystems.Com -Project • • For: Newman Residence 56425 Route 48, Southold, NY 11971 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.46 in H2O 0.46 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply/ return available pressure 0.173/0.067 in H2O 0.173/0.067 in H2O Lowest friction rate 0.090 in/100ft 0.090 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 266 ft SupplyDetail 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. Loft h 4580 -167 141 0.097 9.0 Ox 0 VIFx 28.8 150.0 st2 Loft Bath h 3032 111 56 0.090 8.0 0x0 VIFx 32.0 160.0 st2B Loft-A h 4580 167 141 0.113 8.0 0x0 VIFx 23.3 130.0 st2 Loft-B h 4580 167 141 0.092 9.0 0x0 VIFx 38.3 150.0 st2A M.Bath h 1028 38 14 0.106 5.0 0x0 VIFx 13.3 150.0 st2A M.Closet- h 107 4 1 0.099 4.0 Ox 0 VIFx 15.4 160.0 st2 Master Bedroom C 2734 73 153 0.124 8.0 Ox 0 VIFx 9.0 130.0 st1 Master Bedroom-A C 2734 73 153 0.104 8.0 _ Ox 0 VIFx 16.4 150.0 st1 SuPPlY Trunk Detail TaWrie, Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) _(in) (in) Material Trunk st2 Peak AVF 653 494 ,0.090 832 12.0 0 x 0 ShtMetl st2A Peak AVF 315 211 0.090 578 10.0 0 x 0 ShtMetl st2 st213 Peak AVF 111 56 0.090 317 8.0 0 x 0 ShtMetl st2A st1 Peak AVF 147 306 0.104 694 9.0 0 x 0 ShtMetl 2020-Jan-29 11*18:00 wrig~ ®ft Right-Suite®Universal 2019 19 0.01 RSU25329 Page 1 axnx•ie.�n•.wuw.wcomwm ACM ...%DocumentslWnghtsoft HVAC1Newman Residence.rup Calc=MJ8 Front Door faces: E ® • 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 rb2 Ox 0 800 800 74.3 0:090 573 16.0 Ox 0 VIFx worightsoft- 2020-Jan-29 11:18.00 Right-Suite®Universal 2019 19.0 01 RSU25329 Page 2 .0ocumentsMightsoft HVAC1Newman Residence.rup Calc=MJ8 Front Door faces: E Duct System SJob: INL-01-2020 �+ wrightsoft® ucemummary Date: Jan.25 2020 Zone 2 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone 631-879-2851 Email ArithonyJ@RadiantinsulSystems.com Web:WWW.RadiantinsulSystems.Com Project • • For: Newman Residence 56425 Route 48, Southold, NY 11971 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.46 in H2O 0.46 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply/ return available pressure 0.166/0.074 in H2O 0.166/0.074 in H2O Lowest friction rate 0.087 in/100ft 0.087 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 276 ft • • 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 Bathroom 2 h 462 48 23 0 0 Ox 0 VIFx 0 0 Bedroom 2 h 2996 152 74 0.102 8.0 Ox 0 VIFx 7.3 155.0 st3 Entry-Hall h 2509 127 62 0.090 8.0 Ox 0 VIFx 35.0 150.0 st313 Kitchen-Living c 4277 158 213 0.087 9.0 Ox 0 VIFx 50.3 140.0 st3A Kitchen-Living-A c 4277 158 213 0.100 9.0 Ox 0 VIFx 35.0 130.0 st3 Kitchen-Living-B I c 4277 158 213 1 0.093 9.0 OXO VIFx 27.6 1 150.0 st3 Supply Trunk Detail • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st313 Peak AVF 127 62 0.090 365 8.0 0 x 0 ShtMetl st3A st3A Peak AVF 285 276 0.087 645 9.0 0 x 0 ShtMetl st3 st3 Peak AVF 752 777 0.087 727 14.0 0 x 0 ShtMetl 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 0 800 800 85.3 0.087 573 16.0 Ox 0 VIFx Bold/italic values have been manually overridden 2020-J2n-29 11:18.00 Wrightsoft® Right-Sude®Universal 2019 19.0 01 RSU25329 Page 3 1. ieNIB..611•.WJwgCampw, ..\Documents\Wrightsoft HVAC1Newman Residence.rup Calc=MJ8 Front Door faces: E wrlghts® Static Pressure and Friction Rate Job: INL-01-2020 Date: Jan.25 2020 Zone 1 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone.631-879-2851 Email,AnthonyJ@RadiantinsulSystems.com Web.WWW.Radiant]nsulSystems.Corn ProjettInformolion, For: Newman Residence 56425 Route 48, Southold, NY 11971 AvailablePressure. Heating Cooling (in H2O) (in H2O) External static pressure ' 0.70 0.70 Pressure losses Coil 0 0 Heat exchanger 0.20 0.20 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.20 0.20 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.24 0.24 Total • Supply Return (ft) (ft) Measured length of run-out 23 14 Measured length of trunk 9 0 Equivalent length of fittings 160 60 Total length 192 74 Total effective length 266 Friction Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.090 OK 0.090 OK Return Ducts 0.090 OK 0.090 OK Rtting • • ! - Supply 4AD=60, 2A0=35, 11G=5, 11G=5, 12J1=10, 12J1=10, 1A=35: TotalEL=160 Return 513=40, 6M=20: TotalEL=60 Wrlghtsoft® Right-Suftet�lUniversa1201919.001RSU25329 2020-Jan-2911:18.00 .t-'.eh-.,N ,, Pae 1 9 I��i�i ...\Documents\Wrightsoft.gymHVAC\Newman Residence.fUp Calc=MJ8 Front Door faces- E Static Pressure and Friction Rate Job: INL-01-2020 VQlrIIQ�9tS�f$® Date: Jan.25 2020 Zone 2 By: Anthony Jones Radiant Insulation Systema Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone-631-879-2851 Email AnthonyJ@RadiantlnsulSystems corn Web:WWW RadiantinsulSystems Com proj&ct Information For: Newman Residence 56425 Route 48, Southold, NY 11971 Available Heating Cooling (in H2O) (in H2O) External static pressure 0.70 0.70 Pressure losses Coil 0 0 Heat exchanger 0.20 0.20 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.20 0.20 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.24 0.24 • Supply Return (ft) (ft) Measured length of run-out 23 20 Measured length of trunk 27 0 Equivalent length of fittings 140 65 Total length 190 85 Total effective length 276 • Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.087 OK 0.087 OK Return Ducts 0.087 OK 0.087 OK ritfin,d .-quiValent Length ,Details Supply 4AD=60, 2A0=35, 12J1=10, 1A=35: TotalEL=140 Return 6M=20, 5D=40, 11G=5: TotalEL=65 2020-Jan-29 11.18.00 � wrogi,tts®ft® Right-Sude®Universal 2019 19.0.01 RSU26329 Page 2 �- sMrteN/B.risM1ua He�M1a-s/lnmW^Y .1DocumentslWnghtsoft HVAC1Newman Residence rup Calc=MJ8 Front Door faces E Duct System multi orientation report Job: INL-01-2020 WrIgI1tS®ft® Date: Jan.25 2020 Zone 1 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone:631-879-2851 Email AnthonyJ@RadiantlnsulSystems.com Web-WWW.RadiantlnsulSystems.Com Project • • For: Newman Residence 56425 Route 48, Southold, NY 11971 Croup 1. Q N, NE, E, SE, S, SW, W, NW) Duct Name _ j (N)1_'_ - �;z, NE - T. E r peg,CFM eg Sae uct Size eg CFM eg Sae uct Sizey deg,CFM eg Size uct Size I eg CFM eg Size . uct Size!+; Su Im�Bran'ches � - �" Loft 167 h 6x6 9 167 h 1 6x6 9 167 h 6x6 9 167 h 6x6 9 Loft Bath 111 h 10x10 8 111 h 10x10 8 111 h 10x10 8 111 h 10x10 8- Loft-A 167 h 6x6 8 167 h 6x6 8 167 h 6x6 8 167 h 6x6 8 Loft-B 167 h 10x10 9 167 h 10x10 9 167 h 10x10 9 167 h 10x10 9 M. Bath 46 c 10x10 5 38 h 10x10 5 38 h 10x10 5 38 h 10x10 5 M. Closet 4 h 10x10 4 4 h 10x10 4 4 h 10x10 4 4 h 10x10 4 Master Bedroom 146 c 10x10 1 8 160 c 10x10 8 153 c 10x10 8 151 c 10x10 8 Master Bedroom-A 146 c 10x10 1 8 160 c I 10x10 8 153 c 10x10 8 151 c 10x10 8 Sup I Trunks`; r; . ,ti „.- ,.R,.:-,k",. t2 653 h 12 653 h 12 v 653 h 12 653 h I 12 t2A 315h 10 315h 10 315h 10 315h 10 t2B 111 h 8 111 h 8 111 h 8 111 h 8 t 1 293 c 9 320 c 9 306 c 9 302 c 9 Return°B'ranclies„ j ;,r • auae,,, rb2 800 c 20x30 16 800 c 20x30 16 800c 20x30 16 800 c 20x30 16 Friction','Rates.l��;�Y„ - . • "�s;;.;,,,.:y,:,r„; .. - - Heating FR 0.090 0.090 0.090 0.090 Cooling FR 0.090 1 0.090 0.090 0.090 JAN 3 0 2020 "l r , Wrightso t® 2020-Jan-29 11.18 00 AMTcY•/mr�Mraeem ay�mp y Right-Sude®Universal 2019 19 0 01 RSU25329 Page 1 ..1Documents%Wnghtsoft HVAC\Newman Residence rup Calc=MJ8 Front Door faces- E Project • For: Newman Residence 56425 Route 48, Southold, NY 11971 DucfName S ;; „- ; { S eg'CFM F9 Size uct Size !gRTeg Size ,uct Size eg CFM eg S¢a uct,Size eg,CFM eg Size uct•S�ze; u `I Branches F _4'a - - Loft 167 h 6x6 9 167 h 6x6 9 167 h 6x6 9 167 h 6x6 9 Loft Bath 111 h 10x10 8 111 h 10x10 8 111 h 10x10 8 111 h 10x10 8 Loft-A 167 h 6x6 8 167 h 6x6 '8 167 h 6x6 8 167 h 6x6 8 Loft-B 167 h I0xlO1 9 167 h 10x10 9 167 h 10x10 9 167 h 10x10 9 M. Bath 38 h l0xlOj 5 38 h 10x10 5 38 h 10x10 5 38 h 10x10 5 M. Closet 4 h l0xlOj 4 4 h 10x10 4 4 h 10x10 4 4h 10x10 4 Master Bedroom 148 c 10x10 8 150 c 10x10 8 145 c 10x10 8 140 c 10x10 1 8 Master Bedroom-A 148 c 10x10 8 150 c 10x10 8 145 c 10x10 8 140 c 10x10 8 Su I ,Trunks., F t2 653 h 12 653 h 12 653 h 12 653 h 12 t2A 315h 10 315h 10 315h 10 315h 10 t2B 111 h 8 111 h 8 111 h 8 111 h 8 t1 296 c 9 300 c 9 289 c 9 280 c 1 9 Return,Branch_es -b2, 800 c 20x30 16 800 c 20x30 16 800 c 20x30 16 800 c- 20x30 16 Frictibn,1Rates -lectin FR- 0.090 0.090 0.090 0.090 Cooling FR 0.090 0.090 0.090 0.090 i- wrightsoft® 2020-Jan-29 11:18.00 Right-Suite®Universal 2019 19.0.01 RSU25329 Page 2 SCR! . kDocumentslWrightsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces: E Project • • For: Newman Residence 56425 Route 48, Southold, NY 11971 Duct Name - Largest- `Smalest Reg CFM Reg Size Duct S¢e Reg CFMReg S¢e Duct Size- "; u .rl:'',fBcanches,.-�; E.;` a,� .., ., ;;���'°,':�=�• �.; G. Loft 167 h 6x6 9 167 h 6x6- 9 Loft Bath 111 h 10x10 8 111 h 10x10 8 Loft-A 167 h 6x6 8 167 h 6x6 8- Loft-B 167 h 10x10 9 167 h 10x10 9 M. Bath 46 c 10x10 5 38 h 10x10 5 M. Closet , h 10x10 4 4 h 10x10 4 Master Bedroom 160 c 10x10 8 140 c 10x10 8 Master Bedroom-A 160 c 10x10 8 140 c 10x10 8 Su I ;'Trunks,'5.i ;°::k ,aF ,r,,µ..:,,111,-. ..,,r,., !1111 R��"1+; 4',���'j.;' S i,��t ,1.�, ;��u� �,,,, t2 653 h 12 653 h 12 t2A 315h 10 315h 10 t26' 111 h 8 111 h 8 t1 320 c 9 280 c 9 Return,Branches�v, 1111 "� rb2 800 c 20x30 16 800 c 20x30 16 Frictio ,R to"s Heating FR 0.090 0.090 Cooling FR 0.090 0.090 ® wrightsoft® 2020-Jan-29 11:18.00. Right-Sufle@ Universal 2019 19.0.01 RSU25329 - Page 3 1DocumentslWrightsoft HVAC%Newman Residence.rup Calc=MJB Front Door faces, E Duct system multi orientation report Job: INL-01-2020 -F�- wrightsoft® ® y p Date: Jan.25 2020 Zone 2 By: Anthony Jones Radiant Insulation Systems Plan: 11 Feb.2019 390 Middle Country Rd,Middle Island,NY 11953 Phone-831-879-2851 Email.AnthonyJ@RadiantinsuiSystems.com Web-WWW.RadiantlnsulSystems.Com rofe ct Informan For: Newman Residence 56425 Route 48, Southold, NY 11971 Group 1a ( N, RIE, E, SE, S, SW, W, NM Duct Name = - - - �-N- - NE eg CFM eg Srze uct Size`• eg CFM, eg Size uct Slze eg CFM eg 5rze uct Size eg,CFM eg,Size -P uct Size ti �at t L, w w u `I Branches -�- Bathroom 2 48 h 10x10 0 48 h 10x10 0 48 h 10x10 0 48 h 10x10 0 Bedroom 2 152 h 10x10 8 152 h 10x10 8 152 h 10x10 8 152 h 10x10 8 Ent - Hall 127 h 10x10 8 127 h 10x10 8 127 h 10x10 8 127 h 10x10 8 Kitchen- Living 178 c 10x10 9 202 c 10x10 9 213 c 10x10 9 213 c 10x10 9 Kitchen- Livin -A 178 c 10x10 1 9 202 c 10x10 9 213 c 10x10 9 213 c 10x10 9 Kitchen- Livin -B 178 c 10x10 1 9 202 c 10x10 9 213 c 10x10 9 213 c 10x10 9 Su I ,TrUnks;k t3B 127 h 8 127 h 8 127 h 8 127 h 8 t3A 285 h 9 285 h 9 285 h 9 285 h 9 t3 771 c 14 775 c 14 777 c 14 781 c 14 Return Branches' ,. rb1 800 c 20x30 16 800 c 20x30 16 800 c 20x30 16 800 c 20x304 16- Heating FR, 0.087 1 1 0.087 0.087 0.087 Cooling FR 0.087 1 1 0.087 0.087 0.087 �s 2020-Jan-29 11.18 00 wrightsoft- Right-Sude®Universal 2019 19.0.01 RSU25329 AM 9 ...\Documents\Wrightsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces E Pa4 Project Informatio- For: Newman Residence 56425 Route 48, Southold, NY 11971 Duct'Name` S - f SW l - I,- N , Reg g t g. g eg CFM eg S¢e uct Size eg CFM eq Size ucti,9ize, e CFM a Srze uct Size a CFM a Size uct Size u "I^:Branches, - -- - - - - ;:y{a;,t Bathroom 2 48 h 10x10 0 48 h 10x10 0 48 h 10x10 0 48 h 10x10 0 Bedroom 2 152 h 10x10 8 152 h 10x10 8 152 h 10x10 8 152 h 10x10 8 Entry - Hall 127 h 10x10 8 127 h 10x10 8 127 h 10x10 8 127 h 10x10 8 Kitchen- Living 200c 10x10 9 196 c 10x10 9 197 c 10x10 9 188 c 10x10 9 Kitchen- Livin -A 200 c 10x10 9 196 c 10x10 9 197 c 10x10 9 188 c 10x10 9 Kitchen- Livin -B 200 c 10x1Oj 9 196 c I 10x10 9 197 c 10x10 9 188 c 10x10 1 9 u` I 'Trunks � ' -' � ..... t3B 127 h 8 127 h 8 127 h 8 127 h 8 t3A 285 h 9 285 h 9 285 h 9 285 h 9 t3 785 c 14 775 c 14 768 c 14 767 c 14 Return Branches rb1 800 c 20x30 16 8.00 c 20x30 16 800 c 20x30 16 800 c 20x30 16 Friction Rates Heating FR 0.087 1 0.087 0.087 0.087 Cooling FR 0.087 1 0.087 0.087 0.087 WI'ig09t50ft® 2020-Jan-29 11.18.00 Right-Sude®Universal 2019 19.0.01 RSU25329 g M,�•' n'w,�.wpm,•, Page 5 ...\DocumentslWnghtsoft HVAC\Newman Residence rup Calc=MJ8 Front Door faces* E For: Newman Residence 56425 Route 48, Southold, NY 11971 uct"Name. Largest Smalest 4, Reg CFM Reg size., Duct Size Reg CFM -Reg Size"'- Duct Size u oI 'Brariches' • s.,,j. Bathroom 2 48 h 10x10 0 48 h 10x10 0 Bedroom 2 152 h 10x10 8 152 h 10x10 8 Ent - Hall 127 h 10x10 8 127 h 10x10 8 Kitchen- Living 13 c 10x10 9 178 c 10x10 9 Kitchen- Livin -A 213 c 10x10 9 178 c 10x10 9 Kitchen- Livin -B 213 c 10x10 9 178 c 10x10 9 Supply Trunks t3B 127 h 8 127 h 8 t3A 285 h 9 285 h 9 t3 785 c 14 767 c 14 Return Branches rb1 800 c 20x30 16 800 c 20x30 16 Friction,Rates— Heating FR 0.087 0.087 Pooling FR 0.087 0.087 2020-Jan-29 11:18 00 A__ WrightzSOft® Right-Sude®Universal 2019 19.0 01 RSU25329 Page e ...1DocumentslWnghtsoft HVAC1Newman Residence.rup Calc=MJ8 Front Door faces E National HVAC Design Report ENERGY'STAR Certified Homes, Version 3'/ 3.1 (Rev. 0 1 HVAC'Desigrier,Responsibilitiesc omplete'one National HVAC Design Report for each system"design'for a house plan;'cleated fo�:eltlier,thespecifc.plan,configuration';(i."e:; elevation;•option,°'orientation,"&coumy)of tlie'horrie,fo"be certifieit or,for,a,plan thaf'is''intended•to be built.with different'configu''rationis-'(Le:;,•{ ',%,,,}-- ;:.,,4;.„ different�el`evations,options;'and%or orientation's).Visit'www.energystai.9n,/newhomeshvacdesign and see Footnote.2,for`r4oreyinformation., ,.Obtain.effciency features;(e,g;,•window.performance:insulation levels,`,and infilt�ation.ratej•fr'om the builder or Home EnergyR46ty-,',``; y, i',,fy17F,, t, ,sx ,Provide the completed Natiiinal-HVAC Design Report fo.'the builder or cretlentialed HVAC'contractordnd to the Home Energy .-Diiil n Overvisiiii_ 1.1 Designer name:Anthony Jones Designer company:Radiant Insulation Systems Date:Jan.25 2020 12 Select which party you are providing these design services to: 0 Builder or p Credentialed HVAC contractor 1.3 Name of company you are providing these design services to(if different than Item 1.1): 1.4 Area that system serves: ' 11 Whole-house 0 Upper-level E3 Lower-level Cl Other 1.5 Is cooling system for a temporary occupant load? O Yes w No 1.6 House plan: 11 Feb.2019 Check box to indicate whether the system design is site-specific or part of a group: 0 Site-specific design.Option(s)&elevation(s)modeled: O Group design.Group#:0 out of 0 total groups for this house plan. Configuration modeled: er2CINhole-HouseAdchanicaLVentilation Desi n'' =;Veri7777777, Afilldw fied;;"'k'' 2.1 Ventilation airflow design rate&run-time meet the requirements of ASHRAE 62.2-2010,2013 or 2016 2.2 Ventilation airflow rate required by 62.2 for a continuous system 68 CFM 2.3 Design for this system:Vent airflow rate: 68 CFM Run-time per cycle* 0 minutes Cycle time: 0 minutes - Systerri Type&Controls: 2.4 Specified,system type: El Supply D Exhaust M Balanced - 2.5 Specified'control location: (e.g.,Master bath,utility room) - 2.6 Specified controls allow the system to operate automatically,without occupant intervention CD 2.7 Specified controls include a readily-accessible ventilation override and a label has also been specified if its function is not obvious(e g.,a label is required for a standalone wall switch,but not for a switch that's on the ventilation equipment) 2.8 No outdoor air intakes designed to connect to the return side of the HVAC system,unless specified controls operate 0 intermittently and automatically based on a timer and restrict intake when not in use(e.g.,motorized damper) Sound: 2.9 The fan of the specified system is rated s 3 sones if intermittent ands 1 sone if continuous,or exempted' O .,. ;s;..�'_;.,.,..:,• 2.10 If system utilizes the HVAC fan,then the specified fan type in Item 4.7 is ECM/ICM,or the specified controlswillreduce the standalone ventilation run-time by accounting for hours when the HVAC system is heating or cooling 2.11 If bathroom fans are specified as part of the system,then they are ENERGY STAR certified p "'Air Inlet Location;.(Complete this section if system has'la specified°air.inletaocation;'otherubise'check"N/A;) , 2.,12 Inlet pulls ventilation air directly from outdoors and not from attic,crawlspace,garage,or adjacent dwelling unit E3 2.13 Inlet is z 2 ft.above grade or roof deck;z 10 ft.of stretched-string distance from known contamination`sources(e.g., stack,vent,exhaust,vehicles)not exiting the roof,and 2 3 ft.from known sources exiting the roof Z.Room=by?Rooril-Heating&Cooling Loads 3.1 Room-by-room loads calculated usin : 0 Unabridged ACCA Manual J v8 132013ASHRAE Fundamentals El Other perAHJ 3.2 Indoor design temperatures used in loads are 70"F for heating and 75°F for cooling 3.3 Outdoor design temperatures used in loads:(See Footnote 12 and energystar.gov/hvacdesigntemps) - County&State,-or US Territory,selected: Suffolk,NY Cooling season: 84-F Heating season: 16"F 3.4 Number of occupants used in loads: 2 _ 3.5 Conditioned floor area used in loads: 1750 Sq.Ft. - 3.6 Window area used in loads: 233 Sq.Ft. - 3.7 Predominant window SHGC used in loads: 0.25 _ 3.8 Infiltration rate used in loads: Summer: 0.12 Winter: 0.26 3.9 Mechanical ventilation rate used in loads: 68 CFM - Loads At Design Conditions(kBtuh) - N NE E SE S SW W NW - 3.10 Sensible heat gain(By orientation) 11.3 13.7 14.9 13.2 10.2 11.8 13.2 12.8 - Cooling 3.11 Latent heat gain(Not by orientation) 3.1 _ 3.12 Total heat gain(By orientation) 14.4 16.7 18.0 16.2 13.2 1 14.9 16.3 15.8 - 3.13 Maximum-minimum total heat gain(Item 3.12)across orientations= 4.7 kBtuh Variation is:5 6 kBtuh Heating 3.14 Total heat loss(Not by orientation) 134.1 _ -Fk- wrightsoft® 202G-Jan-29 11.18 01 Right-Suite®Universal 2019 19.0.01 RSU25329 Page 1 ...\Documents\Wrightsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces* E National HVAC Design Report ate- ENERGY STAR Certified Homes, Version 3 / 3.1 (Rev:. 09) 4.H�eatin 8-Coolin E ui ment election' re` $ v k <;rVerified ,. 4.1 Equipment selected perACCA Manual S(see Footnote 18&19) p Air,GonditionerMeat Pum "(Complete.if,air-cdndifioneror,heat •um •will be`in'stalled;othdrwise,check:"N/A°. ;r,.:,p ; ;•,;' r,N/A<M` 4.2 Equipment type: ='Cooling-only air conditioner or p Cooling&heating heat pump - 4 3 Condenser manufacturer&model: Rheem RA1624AJ 1 NB _ 4.4 Evaporator/fan coil manufacturer&model: Rheem RH1T2417STANAA _ 4.5AHRI reference#: 7940891 _ 4.6AHRI listed efficiency: 13 / 16 EER/SEER Air-source heat pump: HSPF Ground-source heat pump: COP - 4.7 Evaporator fan-type: E3 PSC E3 ECM/ICM 0 Other: 4.8 Compressor type: 0 Single-speed O Two-speed O Variable-speed _ 4.9 Latent capacity at design conditions,from OEM expanded performance data: 0 kBtuh - 4.10 Sensible capacity at design conditions,from OEM expanded performance data: 0 kBtuh - 4.11 Total capacity at design conditions,from OEM expanded performance data: 0 kBtuh - 4.12Air-source heat pump capacity: At 17°F: 0 kBtuh At 47°F: 0 kBtuh 0 N/A - 4.13 Cooling sizing%=Total capacity(item 4.11)divided by maximum total heat gain(Item 3.12): 0% - 4.14 Complete this Item if Condition B Climate will be used to select sizing limit in Item 4.15.Otherwise,check"N/A": W N/A - 4.14.1 Load sensible heat ratio=Max.sensible heat gain(Item 3.10)/Max.total heat gain(Item 3.12) = 83% - 4.14.2 HDD/CDD ratio(Visit energystar gov/hvacdesigntemps to determine this value for the design location) 1.7 - 4.15 Check box of applicable cooling sizing limit from chart below: _ EquipmerifType(Per.ltem 4:2)&„ _ Compressor Type.(Per Item 4.8) Climate Condition-(Per Item .-Single-Speed Two-Speed -Variable=Speed^,, For,Cooling-Only Equipment or,-. Recommended:�90=915, . 'Recommended:90-120% `'Recommended:90"-130%`; ",For Cooling Mode of Heat.Purrlp;im 'All 90-_130% Altowed::90=140% �' igllowed:-90-160°/a`, Condition A Climate• For`Cooling Mode'of Heat Pump in, p „90%=100%o,'plus 15 kBtuh t� 90%,-:100%0,plus,15 kBtuh C] ,90%'-,100%;.plusi 15 kBtuh'" Condition B Climate 4.16 Cooling sizing%(4.13)is within cooling sizing limit(4.15) p %Furnace Com tete if fuinacebwill'be'in'stalled,`otherwise'check"N/A" "INK, , 4.17,Furnace manufacturer&model: _ 4.18 Listed efficiency- AFUE _ 4.19 Total capacity: kBtuh 4.20 Heating sizing%=Total capacity(Item 4.19)divided by total heat loss(Item 3.14): 0% - 4.21 Check box of applicable heating sizing limit from chart below: _ ,When Used for Heating Only When Paired With Coolin _ 9,a, x" 0: -.100-940°/x. :,'r-3'=,'Recommende_d 100-_140%Allowed:100-400%,',. 4.22 Heating sizing%(4.20)is within heating sizing limit(4.21) p 5:Duct Desi n Coni lete,if heating or cooling a ui'ment vvill-be installed withYducts;otherwise check"N%A° 5.1 Duct system designed for the equipment selected in Section 4,perACCA Manual D W 5.2 Design HVAC fan airflow: Cooling mode „800 CFM Heating-mode , 800 CFM 5.3 Design HVAC fan speed setting(e.g.,low,medium,high): Cooling mode Medium Heating mode Medium 5.4 Design total external static pressure(corresponding to the mode with the higher airflow in Item 5.2): 0.7 IWC - 5.5 Room-by-room design airflows documented below which must sum to the mode with the higher airflow in Item 5.2 - Room Name Design Airflow Room Name DesignAtrflow Room Name Design Airflow CFM CFM CFM 1 Attic Storage 1 0 12 1 23 2 Attic Storage 2 0 13 24 3 Loft - 422 14 25 4 Loft Bath 56 15- 26 5 M.Bath 14 16 27 6 M.Closet 1 17 28 7 Master Bedroom 306 18 29 8 19 30 9 20 31 10 21 32 11 22 Total for al I rooms 800 wri�ghtsoft® 2020-Jan-2911.18 01 •M=• - ��m Right Sude®Universal 2019 19.0.01 RSU25329 Page 2 ...\Documents\Wrightson HVAC\Newman Residence.rup Calc=MJ8 Front Door faces: E National HVAC Design Report EM ENERGY STAR Certified Homes, Version 3 / 3.1 (Rev. 09) HVAC„Desi ne'riRe's onsibilitteS: •Complete'one"NationapHVAC DesigneReport for each system design,fora house,piin created for either the specific plan"configuration r'elevation,.opfion;;orientation;&county)'ofatie'fiome,'to be certified'or for a planahat is}intended to tie built with°different;'configuratiohs';(i:e.r "'. different elevations;options;anis/or orientations).,Visit www.energystar.'gov/riewhomeshvacdesign,and see Footnote 2 for more information" ;•s';}:'':s', ' Obtain;efficiency�features;(e.g.;-,windovi+pefforniance,insulation levels;ya►id1hfiltraiionrate);from the builder orHome Eriergy°Rater: ;..'••fi• Provide"the complefed,iNational HVAC Design Report to the buildet'or credentialed'HVAC'contractoi and'to the Home_Energy Raferi„°,: :. 1Des'i nOveiview. : r >� vx; 1.1 Designer name:Anthony Jones Designer company:Radiant Insulation Systems Date:Jan.25 2020 1.2 Select which party you are providing these design services to: N Builder or' 0 Credentialed HVAC contractor 1.3 Name of company you are providing these design services to(if different than Item 1.1): 1.4 Area that system serves: 0 Whole-house 0 Upper-level E3 Lower-level E3 Other 1.5 Is cooling system for a temporary occupant load? [:]Yes W No 1.6 House plan: 11 Feb.2019 Check boxto indicate whether the system design is site-specific or part of a group: M Site-specific design.Option(s)&elevation(s)modeled: 0 Group design.Group#.0 out of 0 total groups for this house plan. Configuration modeled: 2:Whole-House�Mechanicat Ventilation®esi n' ^Airflow.- 2.1 Ventilation airflow design rate&run-time meet the requirements of ASHRAE 62.2-2010,2013 or 2016 N 2.2 Ventilation airflow rate required by 62.2 for a continuous system 43 CFM - 2.3 Design for this system:Vent.airflow rate: 43 CFM Run-time per cycle: 0 minutes Cycle time: 0 minutes - System`Type$Controls:-r - •[ ;, ,,,,. 2.4 Specified system type: 0 Supply 0 Exhaust 0 Balanced - 2.5 Specified control location: (e.g.,Master bath,utility room) - 2.6 Specified controls allow the system to operate automatically,without occupant intervention ID 2.7 Specified controls include a readily-accessible ventilation override and a label has also been specified if its function is not 0 obvious(e.g.,a label is required for a standalone wall switch,but not for a switch that's on the ventilation equipment) 2.8 No outdoor air intakes designed to connect to the return side of the HVAC system,unless specified controls operate 0 intermittently and automatically based on a timer and restrict intake when not in use(e.g.;motorized damper) ,Sound:• 2.9 The fan of the specified system is rated<_3 sones if intermittent and 51 sone if continuous,or exempted 0 2.10 If system utilizes the HVAC fan,then the specified fan type in Item 4.7 is ECM/ICM,or the specified controls will reduce 0 f the standalone ventilation run-time by accounting for hours when the HVAC system is heating or cooling 2.11 If bathroom fans are specified as part of the system,then they are ENERGY STAR certified 0 :'Air"inlet,L•ocatiori: ,(Corhplete this section if systern'has-a specified`airiniet location;otherwise`check"NIA)";' ' ;', = .• D; N/A 2.12,lnlet pulls ventilation air directly from outdoors and not from attic,crawlspace,garage,or adjacent dwelling unit, 0 2.13 Inlet is>_2 ft.above grade or roof deck;z 10 ft.of stretched-string distance from known contamination sources(e.g., 0 stack,vent,exhaust,vehicles)not exiting the roof,and z 3 ft.from known sources exiting the roof 3.Room-by-Room Heating&Cooling Loads 3.1 Room-by-room loads calculated using: N Unabridged ACCA Manual J v8 IZI 2013ASHRAE Fundamentals 0 Other perAHJ 3 2 Indoor design temperatures used in loads are 70•F for heating and 75°F for cooling �- 3.3 Outdoor design temperatures used in loads:(See Footnote 12 and energystar.gov/hvacdesigntemps) County&State,or US Territory,selected: Suffolk,NY Cooling season: 84•F Heating season: 16°F 3.4 Number of occupants used in loads: 1 - 3.5,Conditioned floor area used in loads: 1189 Sq.Ft. - 3.6 Window area used in loads: 293 Sq.Ft. - 3.7 Predominant window SHGC used in loads: 0.25 - 3.8 Infiltration rate used in loads: Summer: 0.11 Winter: 0.23 - 3.9 Mechanical ventilation rate used in loads: 43 CFM - Loads At Design Conditions(kBtuh) N NE E SE S SW W NW* - 3.10 Sensible heat gain{By orientation) 12.1 15.1 16.2 13.8• 10.8 13.0 14.4 13.7 - Cooling 3.11 Latent heat gain(Not by orientation) 1.9 - 3.12 Total heat gain(By orientation) 14.1 17.1 18.1 15.7 12.8 14.9 16.3 15.6 - 3.13 Maximum-minimum total heat gain(Item 3.12)across orientations= 5.4 kBtuh Variation is s 6 kBtuh Heating 3.14 Total heat loss(Not by orientation) 24.2 - - - wri-ghtsoTt® 2020-Jan-29 11.18 01 .Mrt• m� Right-Sude®Universal 2019 19.0.01'RSU25329 Page 3 ADocuments\Wrightsoft HVAC\Newman Residence rup Calc=MJ8 Front Door faces. E National HVAC Design Report ENERGY STAR Certified Homes, Version 3 / 3,. 1 (Rev. 09) 4:Heaflin '&;Coolinn E ui inent§election. 4.1 Equipment selected per ACCA Manual S(see Footnote 18&19) p Air'Conditiorier]Heat,`Pum „,„Coal lete.if.air,conditioner,o'r;h6afpUrnb will,be.installed;otheiwise"check"NIA" "' £_ , `,'. .b `,N/A`; 4.2 Equipment type: m Cooling-only air conditioner or p Cooling&heating heat pump - 4.3 Condenser manufacturer&model: Rheem RA1624AJlNB - 4.4 Evaporator/fan coil manufacturer&model: Rheem RH1T2417STANAA - 4.5AHRI reference#: 7940891 4.6AHRI listed efficiency: 13 / 16 EER/SEER Air-source heat pump: HSPF Ground-source heat pump: 'COP - 4.7 Evaporator fan type: E3 PSC O ECM/ICM M Other: - 4.8 Compressor type, 0 Single-speed O Two-speed O Variable-speed - 4.9 Latent capacity at design conditions,from OEM expanded performance data: 0 kBtuh - 4.10 Sensible capacity at design-conditions,from OEM expanded performance data: 0 kBtuh - 4.11 Total capacity at design conditions,from OEM expanded performance data: 0 kBtuh - 4.12 Air-source heat pump capacity: At 17°F: 0 kBtuh At 47°F: 0 kBtuh 0 N/A - 4.13 Cooling sizing%=Total capacity(Item 4.11)divided by maximum total heat gain(Item 3.12): 0% ' - 4.14 Complete this Item if Condition B Climate will be used to select sizing limit in Item 4.15.Otherwise,check"N/A': M N/A - 4.14.1 Load sensible heat ratio=Max.sensible heat gain(Item 3.10)/Max.total heat gain(Item 3.12) = 89% - 4.14.2 HDD/CDD-ratio(Visit energystacgov/hvacdesigntemps to determine this value for the design location) 1.7 - 4.15 Check box of applicable cooling sizing limit from chart below: - EquipmenfType{Per Item 4.2).-&.:a Compressor Type(Per Item 4.8)°' Climate.Condition(Per-Item 4:14) Single=Speed `Two-Speed Variable-Speed •.,;; ° For Looting=Only Equipment or Recommended:-90-115%. ;Recommended:90-120%, . 7 Recommended-90.-,130%• For.Cooling Mode of Heat Pump in Allowed:-90=130% �" Allowed"k 140%:. :Allowed:90-' 61" Conditio'nA Climate' For:Cooling Mode of Heat Pump in ij -100%,plus 15 kBtuh e, C7 4 90%.-100%,plus 15 kBtuh Ct _90%°`-100%0;pItj ,15 kBtuh,,, .Condition B Climate' 4.16 Cooling sizing%(4.13)is within cooling sizing limit(4.15) FunnaceR„(Com lete'if furnace-will be installed;otherwise check°N/A° 4.17 Furnace manufacturer&model. - 4.18 Listed efficiency: AFLIE - 4.19 Total capacity: kBtuh - 4.20 Heating sizing%=Total capacity(Item 4.19)divided by total heat loss(Item 3.14): 0% - 4.21 Check box of applicable heating sizing limit from chart below: - When,Llsed for Heating Only;,',; - When Paired With.Coo ling.,' 0 ',100-140%- ` -0:''Recommended'100-140%Allowed:'100 400% ' 4.22 Heating sizing%(4.20)is within heating sizing limit(4.21) p ,`5.Duct,Desl n . Com 'lets if heatin o'r cooliri'-e"uipmentvi ill be'installed with°ducts;otherwnSe check"N/A° k.'. 5.1 Duct system designed for the equipment selected in Section 4,per ACCA Manual D M 5 2 Design HVAC fan airflow: t Cooling mode 800 CFM Heating mode 800 CFM 5.3 Design HVAC fan speed setting(e.g.,low,medium,high): Cooling mode Medium Heating mode Medium - 5.4 Design total external static pressure(corresponding to the mode with the higher airflow in Item 5 2): 0.7 IWC - 5.5 Room-by-room design airflows documented below which must sum to the mode with the higher airflow in Item 5.2 - Room Name Design Airflow Room Name Design Airflow Room Name Design Airflow CFM CFM CFM 1 Bathroom 2 23 12 23 2 Bedroom 2 74 13 24 3 Entry-Hall 62 14 25 4 Kitchen-Living 640 15 26 5 1 16 27 6 17 28 7 18 29 8 19 30 9 20 31 10 21 32 11 122 Total for all rooms 800 -Fk- wrightsoft® 2020-Jan-29 11.18 01 •w�� Right-Sude®Universal 2019 19.0 01 RSU25329 'Page 4 .\Documents\Wnghtsoft HVAC\Newman Residence.rup Calc=MJ8 Front Door faces. E • • • • r�� ►� % COMMENTS um FOUNDATION(IST) �V,M, > _. FOUNDATION (2ND • . lam- ,:m s ' r. UP 91Ma' ENERGYINSULATION PER N.Y. • MUM .:. ., _ aimm �,, ' Taff, :. e)/ ADDITIONAL CONMINTS - _� . ,> �,ice; : � y . • - n . I WON Lt.Of Mawli mg PC �I�` W �` TOWN 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) 765-9502 111 Suryey SoutholdTown.NorthFork.net PERMIT NO. `l Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 Mail to:1 Disapproved alct____�-- Phone:�j- q7� Expiration 20va 77� Building Inspecto OCT e 3 2010 APPLICATION FOR BUILDING PERMIT M 7T DE F"P Date j / 20 P INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property,have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk'County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sign re of ca t or n me, if a corporation) (Mailing addr<s of applicant) State whether applicant is owner, lessee agent, architect, ngineer, general contractor, electrician, plumber or builder Name of owner of premises 2,01 (As on the tax rol or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and-title of corporate,-officer) Builders License�No:>>-, Plumbers License•No. ' " ' Electricians License No. Other Trade's License No. 1. Location o land on w ich proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 47411 Block_ ` Lot 24 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intend d 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. 44�" �J i -® 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 6-41 Depth Height ( 62 " Number of Stories i lw--t Dimensions of same structure with alterations or additions: Front (�(�I- �jt Rear /- Depth 5 ` —67 " Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Ale Rear � �.�� Depth ( J 10. Date of Purchase Name of Former Own,�eyyrr, 11. Zone or use district in which premises are situated `TCJ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO e< 13. Will lot be re-graded? YES NO,,�a_Will excess fill be removed from premises?YES NO,,� 14. Names of Owner of re ises Address Id Phone No.� --6 858'-37/? Name of Architect Addres b &M Phone No6]51-b�77-q752-- Name ?.5yName of Contractor Address Phone No. i 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES , _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-----)O_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 6+4win being duly sworn, deposes and says that(s)he is the applicant ( e of individual signing contract) above named, CONNIE D. BUNCH (S)He is the f �' Notary Public,Mate of New York No.OISUBIS5050 ( ontract r,Agen, orporate Officer, etc.) Qualified in Suffolk County Commission Expires April 14,20510 of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn t before me thi ar day of \� 20 1 Notary Public >P'6ure o p 'c nt RECEIVED l FORM NO. 3 FED 12 2018 TOWN OF SOUTHOLD BUILDING DEPARTMENT ZONING BOARD OFA"E4 S SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: February 7, 2018 TO: Robert Brown Architects (Newman) 205 Bay Avenue Greenport, NY 11944 Please take notice that your application dated February 1, 2018 For permit for to legalize an "as built"deck addition to an existing single family dwelling at Location of property: 56425 Route 48, Greenport County Tax Map No. 1000- Section 44 Block 1 Lots 24 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 20,536 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states that on lots measuring between 20,000 and 39,999 square feet in total size the minimum single side yard setback is 15 feet. The "as built' construction notes a single side yard setback of 9.9 feet orized Signa Cc: File, ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. i E Mtn k BOARD,OFSOUTHOLD TOWN TRUSTEES SOUT OLD;�`NEW YORK PERMIT NO.2229 DATE: MAY 16, 2018 ISSUED TO: ST„I�A & JOYICE NEWMAN, PROPERTY ADDRESS: 56425.ROUTE 48, GREENPORT SCTM# 1000-44=1424 AUTHORIZATION Purstiants to the''prdvisibns of Chapter'275;of the'Touiti Code of the Town of Southold and in f accordance with the Resolution of the Board of'Trustees adopted at the meeting held on May 16,2018, and in consideration of application fee in the sum of$250.00 paid by Stuart & Joyce Newman and subject to the Terms and Conditions,as;stated•in•the:Resolution,,;the Southold Town Board of Trustees authorizes and permits ' the following: 'Wetland Permit,for tke�existing 1,357,2s+ft;Single-family dwelling with existing decks totaling 621,0 sq.ft.; construct a 515sq.ft.landward addition,with a 177.5sq,ft..covered porch; construct a 396sq.ft.second-floor addition with an attached 94sq.ft. deck; and to remove the existing non- co4forming 125sq.ft.deck located on.the,easterly side yard; with the condition to establish and perpetually maintain a 15'wide non-lurf padifer along the,bluff, and.as depicted on the revised site plan prepared byRobert,I Brown,Architect,P.C.,dated May 24,2018,and stamped approved on May 3%2018. IN WITNESS WHEREOF,the said,Board of Trustees hereby causes its Corporate Seal to be affixed, i "} and these presents'to,be subscribed by a majority of the said Board as of this. �UEFO` 1• e .r an -_ I MW WE I f i Glenn Goldsmith, President �QV SU(/ry Town Hall Annex Michael J. Domino,Vice-President O� �( 54375 Route 25 Jahn M.13redemo ar Ill ~ P.0. Box 117t] Y Southold, New York 11971 A. Nicholas Krupski G Tolophono(631) 765-1892 D u9 UVC D BOARD OF TOWN TRUSTEES AUG 1 7 2020 TOWN Ofi'SOUTHOLD BIDING DEPT. CERTIFICATE OF COMPLIANCE ®�° ` �`'' "1'l"R®ED 1690C Date: February 26, 2020 THIS CERTIFIES that the existing 1,357.2sq.ft. single-family dwelling with existingdecks totaling 621.0 sq.ft.: construct a 515sq.ft. landward addition with a 177.5sq.ft. covered porch;construct a 396sq.ft. second-floor addition with an attached 94sq.ft, deck,and to remove the existing non-confortning 125sq.ft. deck located on the easterly side yard;with the condition to establish,and perpetually maintain a 15' wide non-turf buffer along the bluff; At 56425 Route 48,Greenport Suffolk County Tax Map#1000-44-1-24 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 22, 2017 pursuant to which Trustees Wetland Permit#9229 Dated May 16, 2018,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is the existing 1,357.2sq.ft. single-family dwelling with existing decks totaling 621.0 sq.ft.• construct a 515sq,ft. landward addition with a 177.Ssq.ft. covered porch: construct a 396sq.ft.second-floor addition with an attached 94sq.ft.deck: and to remove the existing non-conformingl25sq.ft. deck located on the easter) side ide yard, with the condition to establish and perpetually maintain a 15' wide non-turf buffer along the bluff. The certificate is issued to Stuart&Joyce Newman owners of the aforesaid property. Authori ed Signature S NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION to Facility DEC ID 1-4738-04576 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: STUART NEWMAN NEWMAN PROPERTY 5261 FIELDSTON RD 56425 RTE 481SCTM 1000-44-1-24 RIVERDALE,NY 10461 GREENPORT, NY 11944 Facility Application Contact: ROBERT I BROWN ARCHITECT PC 205 BAY AVE GREENPORT,NY 11944 (631)477-9752 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Greenport Facility Principal Reference Point: NYTM-E: 717.985 NYTM-N: 4552.345 Latitude: 41005135°4" Longitude: 72°24'16.3" Project Location: 56425 RTE 48 - Watercourse - Long Island Sound Authorized Activity: Construct two additions, second story deck and porch onto the existing single family dwelling. Install storm water roof runoff drywell structures. Abandon the existing and construct a new relocated sanitary system. Removal of the non-conforming deck structure. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 5/18/2018. (GRZ) Permit Authorizations Tidal Wetlands- Under Article 25 Permit ID 1-4738-04576/00001 New Permit Effectiv&Date: 5/18/2018 Expiration Date: 5/17/2023 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACKERMAN, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ StpnX BrookJ50 Circle Rd Stony Broo N 11790 -3409 Authorized Signature: Date / /Zk3 155 Page 1 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION . - Facility DEC ID 1-4738-04576 Distribution List ROBERT I BROWN ARCHITECT PC Marine Habitat Protection EUGENE R ZAMOJCIN Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. No Constructionbebris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 4. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 5. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 6. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. Page 2 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04576 7. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 8. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or,alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, ill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 11 9. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 1o. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 11. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Robert I. Brown, R.A., last dated 4/6/2018 and stamped NYSDEC approved on 5/18/2018 . 12. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 3 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04576 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during'an inspection to the permit area when requested by the Department. A copy of this permit,including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region I Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the-issuance of the existing permit; Page 4 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04576 e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for'Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 5 of 5 APPLICA'T'1()N PAGE- 1 of a ^ - TOWN OF SOUTHOLD FLOODPLA-IN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I• GENERA!. PROVISIONS (APPLICANT to read and siu): 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all'work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. b. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I, THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE, TO THE T OF GE, TRUE AND ACC RATE. ((APPLICANTS SfZ*ATUR DATE I SECTION 2• PROPOSER DE' LOPMENT fTo be comoieted by APPLICANT] NAME ADD �nRESS 7�/ , ,n TELEPHONE APPL - VaJ'I If 3 7 ENGINEER ,PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. ApelT'7 r D V D FEB 1 3 2019 FDP(93) TOWN OF SOUH'b's, I APPLICATION PAGE 2OF4' ---- DESCRIPTION OF WORK (Check all applicable boxes) A. STRUCTURAL_ DEVELOPMENT ACTIVITY 1 STRUCTURE TYPE " O New Structure -)a,'Rcsidentlal (1-4 Family) Addition O Residential (More tban 4 Family) AJtcration ❑ Noo-residential (Fl,00dproofmg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residenual & CoImmcraal) Cl Demolition F, O Manufactured (Mobile) Home (ln Manu- ❑ Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: Fill ❑ Mining ❑ Drilling ❑ Grading Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ,JDrainage Impro�vhcments (Including Culvert Work) ' ❑ Road, Street or $rridge Construction ❑ Subdivision (New or Expansion) Individual Witer or Sei System ❑ Other (Please Specify) After completing SECTION 2, APPLICA 4X should submit form to Local Adm;tnistrator for review. E ION 3: DP IN DETERMINATION o be eom let- by CAI, ADNtIii1 TRATOR The proposed development is located on FIRM Panel No•_.^--, Dated- 7 The Proposed Development: ❑ Is NQJ located in a Special Flood Hazard Arca (Notify,the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) `0 Unavailable ❑ The proposed development is located in a floodway, FBFM Panel No. Dated • Sec Section 4-for additional instructions. SIGNED DATE APPLICATION u PAGE 3 OF a SECTION 4• ADD(TIQNAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATORI The appbcant must submit the documents checked below before the application can be processed• ❑ A site plan sbowmg tlic location of all existing structures, water bodies, adjacent roads, lot dimenstoas\and proposed development. ❑ Development plans, drawn to scale, and specifications, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor, details of floodprooing of utilities located below the first floor and details of enclosures below the first floor. Also ❑ Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, clic applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofing protection level (non-residential only) FL.'NGVD (MSL). For �1 % floUi5i-oofed structures, applicant must attach certification from registered engineer or architect. ❑'Certificati`o from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the- height of the 100-year flood. A copy of all data and calculations supportingthis finding must also be submitted. ❑ Other.' SECTION 5 PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A.. ❑ Is B. ❑ Is not in conformance with provisions of Local Law , 19 The permit is issued subject to the conditions attached,to and made part of this permit. SIGNED , DATE 1f BOX A is checl;cd, the Local Administrator may issue a Development Permit upon payment of desigsnated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals APPLICATION _ PAGE 4OFd APPEALS Appealed to Board of Appeals? ❑ Yes ❑ No Hcarrng date: Appeals Board Deccsioa •-- Approved) ❑ Yes ❑ No Cooditioris SECTION G,• AS-B!JII T ELEVATIONS (To be submitted by APPLICANT before Certi-ficate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application) Complete I or 2 below. J 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard Areas, bottom-of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). 2. Actual (As-Buil() Elevation of floodproofing protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7 COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on izxspectiou of the project to ensure compliance with the communitYs local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BYr DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8: CERTIFIC.ATE OF COMPLIANCE(1:0 be completed by LOCAL ADNIINISTRATORI Certificate of Compliance -issued: DATE BY: Attachment B SAMPLE /�, CERTIFICATE OF COMPLIANCE lk- for Development in a Special Flood Hazard Area • TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑ EXISTING BUILDING ❑ VACArt'I' LAND THE LOCM., ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HE, CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19-, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: 1 C/C(93) D 0 D U.S. DEPARTMENT OF HOMELAND SEW OMB No. 1660-0008 Federal Emergency Management Agency S E P 2 3 2020 Expiration Date:November 30,2022 National Flood Insurance Program ®�p ELE V/d"� !FICATE -Impotr3ant: n` 1°I;' O ages'1 S. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number. Stuart Newman&Joyce Newman A2. Building,Street Address(including Apt..,Unit,Suite,and/or Bidg.,wo.)or P.O.Routes and Company NAIL Number Box No. 56425 Route 48 City State ZIP Code Greenport New York 11944 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) Suffolk Caunty-Tax.t.ot No. 1000-44-1-24 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) Residential A5. Latitudell-ongitude: Lat.41*05'35" Long.72*24'16" Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1354.00 sq ft b) Number of permanent flood openings in the cravolspace or enclosure(s)within 1.0 foot above adjacent grade 5 c) Total net area of flood openings in A8.b 1000.00 sq in d) Engineered flood openings? Q Yes TJ No, A9.For a building with an attached garage: a) Square footage of attached garage 528.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area-of ftood-openings in A9.b 0.00 sq in d) Engineered flood openings? ❑Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3. State Tnwn-of'Southotd 36813 Suffolk New York B4.Map/Panel B5. Suffix B6. FIRM Index B7.FIRM Panel B8. Flood B9.Base Flood Elevations) Number Date Effective/ Zone(s) (Zone AO,use Base lood Depth) Revised Date 36103CO159 H 09-25-2009 09-25-2009 AE 11 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 89: ❑FIS Profile ❑x FIRM ❑Community Determined ❑ Other/Source: B11. indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area-or Otherv,4se Protected Area(OPA)? .❑,Yes ® No Designation Date: [] CBRS ❑ OPA FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERT'IFICAT'E Expiration Date:November 30,2022 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 56425 Route 48 City State ZIP Code Company NAIC Number Greenport New York 11944 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑Building Under Construction* ❑x Finished Construction "A new'Elevatian Certificate-will be required'when construction-of the,building-is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,ARIA,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: Vertical Datum: Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: TJatum used''forbuilding elevations must`be'the same as thaYused'forthe`BFE: Check the measurement used. a) Top of bottom floor(including basement, crawlspace,or enclosure floor) 11.8 ❑x feet ❑ meters b) Top of the next higher floor 14.6 x❑ feet [] meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑ feet ❑meters d), Attached garage(top of slab) 12.2x❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building x feet (Describe type of equipment and location in Comments) 14.6 ❑ meters f) Lowest adjacent(finished)grade next to building(LAG) 11.3 0 feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 10.5 x❑ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 10.5 x❑ feet ❑-meters SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ®Yes ❑No ❑Check here if attachments. Certifiers Name License Number John C.Ehlers 50202 Title : t E� Land Surveyor ` r,< h' Company Name John C. Ehlers Land Surveyorj ') r Address 6 East Main Street City State ZIP Code Riverhead New York 11901 Signature Date Telephone Ext. {' 02-24-2020 (631)369-8288• E _ Copy all page o`,h_ffflervation Certificate and all attachments for(1)community official, (2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e),if applicable) Lowest utility servicing the building is an AC unit on a raised concrete pad. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 56425 Route 48 City State ZIP Code Company NAIC Number Greenport New York 11944 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and 'Rear View"; and, if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. I � r i 4 �. - Photo One Photo One Caption Front 02.12.2020 Clear Photo One - a P I R Photo Two Photo Two Caption Rear 02.12.2020 Clear Photo Two FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 5 of 6 suFFq Scott A. Russell 01 '� S' F0]UMIWA\r-IF]E][, SUPERVISOR z l��l[A\NA\G]EI��1[1EMC' STOWN HALL-P. Box 1179 Town of So u th o l d 530955 Main n R Roaa d-SOLITHOLD,NEE W YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET OCT 10 2018 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: II I (CHECK ALL THAT APPLYI it Yes No I ❑ A. Clearing, grubbing, grading or stripping of land which affects more !� than 5,000 square feet of ground surface. it B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. I� j C. Site preparation on slopes which exceed 10 feet vertical rise to II 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal �I ' erosion hazard area. Ij ` 0 4 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 i feet or more, unless prior approval of a Stormwater Management II Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. I If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. —1 S.C.T.M. �`: 1000 Date.. APPLICANT- (Property Owner,Design Profession ,Agent,Co)tractor,Other) I District ) ll e/ NAME { —I— � Id /I b j N." Section Block Lot FOR BUILDING DEPARTMENT USE ONLY i Contact'InfrnmaUon kT,kph N..b.d I f I Reviewed By: - - — — — — — — — — — — — — — — i j Date: 1® . 3 —d (� Property Address/ Location of Construction Work: j — — — — — — — — — — — — — — — — — i Approved foi processing Building Permit. j Stormwater Management Control Plan Not Required. �i 6A! j M Stormwater Management Control Plan is Required.LN j (Forward to Engineering Department for Review) it FORM # SMCP -TOS MAY 2014 — APPLiCANi'- S.C.T.M.# 1000 (Property Owner,Design Professiona.Agent,Co tractor,Other) —W b0 Ir CHAPTER ER 236 q4 1 Stormwater Management Control Plan CHECK LIST • NAME n� section Block Lot �' z 5 M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. > � g �;e ��� 7 � Date: la o � �c The applicant must provide a Complete Explanation and/or Reason for not providing —�� 5 i /l� 1tY all Information that has been Required by the following Checkltstl �n hl-7 woly 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. 00 c. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-IT02). - 09 IWAGE INSPECTIONS ARE REQUIRED d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Gentact TIOS Engineering at 765-2560 before e. Limits of Clearing & Ai-ea of Proposed Land Disturbance. 'fication f. Existing & Proposed Contours of the Site (Minimum Z Intervals) Backfill, OR Provide Engirteee g. Location of all existing & proposed structures, roads, that the di i _e has been installed to code, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing & proposed structures. r=PIP n L5 1. Location of proposed Swimming Pool and discharge ring. l Location of proposed Soil Stockpile Area(s). 0 I U1 k. Location of proposed Construction Entrance/Staging Area ERO sin 1. Location of proposed concrete washout area(s). V71 S MENT'r0011 RftS In.Location of all proposed erosion&sediment control measures. AnOt I) 2. Stormwater Management Control Plan must include Calculations showingra n alne�f C O; BIT t that the stoi nnvater improvements are sized to capture,store,and infiltrate E Sift Penci ®LD on-site the run-off from all impenrtous surfaces generated by a two(21 inch0 8 O ex 1 12at�0 rainfall/storm event. S n inactive 3. Details&Sectional DraN%rags 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. 0 c. Inlet Drainage Structures (e.g.catch basins.trench drains,etc.) 0 d. Leaching Structures (e.g.infiltration basins.swales,etc.) FOR ENGiNEERI t EPA !-T USE ONLY**** ;: I Additional Information is }required. Appy Reviewed & � Stormwater Management Control Plan is Not Complete. Approv°ed By — — — — — — — — — — — — — — — — — — • , ' I Stormwater- Management Control Plan is Complete. � Date: /0 i� I � ` SMCP has been approved by the Engineering Department.E ` ------------------------ ------------------------------ ORM -- SW'CP Check List -TOS MAY 2014 -- J O�OSVfFo[,f-coG BUILDING DEPARTMENT-,Electrical Inspector y TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road -PO Box 1179 `? o 'x - Southold, New York 11971-0959 4,, � Telephone (631) 765-1802 - FAX (631) 765 01 2019 rogerr(cD-southoldtownny.gov - sea nd(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: ,s License No.: L{-12-S- M Ir email: G. G- • . G4j Address: Phone No.: . 'L"?4 _ 4 t JOB SITE INFORMATION (All Information Required) Name: E (A/ W1,A-�J Address: ,2 C (� Cross Street: Phone No.: ( Z3 IP - Z g Bldg.Permit #: � y J email: Tax Map District: 1000 Section: Block: Lot: ' BRIEF DESCRIPTION OF WORK (Please Print Clearly) �� a -J- 40A"', Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final ,Do you need a Temp Certificate?: ES / O Issued On ' r Temp Information: (All information required) Service Size & 3 Ph Size: Z-013 A # Meters - Old Meter# New Service - Fire!Reconnect - Flood Reconnect - Service ReconnectedUndergroun Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Q N Additional Information: - PAYMENT DUE WITH APPLICATION Y6 Request for Inspection Form As 7` • ,��S�FF�C,�c-� Town Hall Annex �� - Telephone(631-1802 54375 Main Road ? -< G Fax(631) 734-9502 P. O. Box 1179 CD z �� Southold, NY 11971-0959 10 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TfyMBER'CONSTRUCTION Date: T , r L Owner: 4 Location of Property: 2� AA Please=take notice that the (check applicable line): New•residential structure . � Addition to existing residential ts(ruct�ire s:.` Rehabilitation to an existing:residential'strudture T= to be constntcted-or performed at ttie*sg6ject property reference above will'�ltilize (check applicable line): ' Truss type construction (TT) Pre-engineered wood construction{P.W Timber construction (TC) in the-'following iocation(s) (check applicable line):_. .4. Floor framing, including girders,and .beams Roof framing (R) Floor and roof ft'aming (FR) Signatur Name person submitting thls form): �, F Capacity(check applicable line): Owner .Owner representative V. TrussResReg15.docx Effective 111/2015 r ROBERT I. BROWN, ARCHITECT P.C. 205 BAYAVENUE GREEN PORT, NY 11944 631-477-9752 FAX 631-477-0973 into(@ribrownarchitect.com Transmittal Date: January 25, 2019 To: Town of Southold Building Dept. I ID,; Re: Newman Residence JAN 2 5 2019 L'f 54625 Route 48 Greenport,NY SCTM #: 1000-44-1-24 TOWN OE'sOUTao Building Permit# 43145 Enclosed please find revised drawings for the above referenced project. Thank you, 4?41 Ro2rt I. Brown Architect, PC J 1 STUART B. NEWMAN 56425 County Road 48 Southold, NY 11971 January 29, 2020 Town of Southold Building Department Ladies and Gentlemen: This is to confirm that when weather permits,I plan to put down grass seed wherever the ground was laid bare during the recent renovation. Sincerely, f -Zi� 45S STUART B.NEWMAN 4845.1199-0195,v.1 JAN 3 0 2020 i i ;I i i Pontino, Susan From: Pontino, Susan Sent: Tuesday, February 25, 2020 11:13 AM To: 'Karen Szczotka' Subject: Newman 56425 CR 48, Greenport Hi Karen, You guys were the applicant for this permit. I just wanted to let you know what we are still waiting for since the final inspection January 27,2020. We need the final Board of 14ealth,a final elevation certificate and the plumber Ider certificate. If you need me to just send this to the homeowner let me know and I will send a letter. Thank you. Susan Pontino Clervi,*st Southold Town Building Department i ROBERT I. BROWN, ARCHITECT P.C. 205 BAY AVENUE GREEN PORT, NY 11944 631-477-9752 FAX 631-477-0973 info ribrownarchitect.com Transmittal Date: August 17, 2020 To: Town of Southold Building Dept Attn.: Connie Re: Newman Residence 56425 Rte. 48 Greenport, NY Enclosed please find the original Green stamped DHS site plan final approval for the above referenced. D AUG 2 1 2020 BUMPING DEPT. Thank you, Karen Szczotka Agent for Robert I. Brown Architect, PC ROBERT I. BROWN, ARCHITECT P.C. 205 BAY AVENUE GREENPORT, NY 11944 631-477-9752 FAX 631-477-0973 infoanribrownarchitect.com Transmittal Date: 9/22/20 To: Town of Southold Building Dept Re: Newman Residence Enclosed please find the Newman Residence original Elevation Certificate we received from John Ehlers. S E P 2 3 2020 B ,D7I TG DEPT TOV,7 T qtr".{ j OLD Thank you, Karen Szczotka Agent for Robert I. Brown Architect, PC SURVEY OF PROPERTY N SITUATE: GREENPORT TOWN : 50UTMOLD W E SUFFOLK COUNTY, NY 5URVEYED 08-08-201 G S AMENDED 09-15-201 G, 1 1 -9-1017 SUFFOLK COUNTY TAX # 1000 - 44 - I - 24 CERTIFIED T0: Stuart Newman Joyce Newman Bank of America, N.A. Stewart Title Insurance Company J V� JO A, 0, o Qn o o 0 5' 0 U� GQ Q \IkEa FBF� p G� q 70 cSC' -ON CP 07 � 1�t >a � W 0 � t OC gb' \0 e tv 9 � 1O���� rete road 7 D L� C 1 'a y�ha1�I Co DRIVEWAY EASEMENT AS SHOWN IN USER 5325 PAGE 385 FEMA FLOOD ZONE AE(EL 1 1)AS SHOWN ON F.I.R.M. NO. 36 103CO 153H COASTAL EROSION HAZARD LINE ANNOTATED FROM COASTAL EROSION HAZARD AREA MAP PHOTO NO. 55-581-83 SHEET I I OF 49 DATED 8-29-88 NOTA` "Unauthorized olleration or addition la a survey ■ mom FOUND JOHN C. H LE(�S LAND SURVEYOR , map beatify a licensed lord s-d-s,•s 2,of is o vrap he of section ed l sub-dwyof' sot the ® FIFE FOUNDNew York State Education Low" "0.k1y cap4-s frw-n the oft this survey 8 STAKE SET marked wdh on orof the of tion lend d swveyor s stamped seal Shall be considered to be wild true 9 ORANGE MARK OUT FLAG call-es" G EAST MAIN 5TREET N.Y.5. LIG. NO. 50202 •Cerlifi-t.a-mdiaoled hereon signify that lh,e sur-y was prepared in accordance with the ex- Area = 20,536 S . Ft. RIVERHEAD N.Y. 1 1901 3G9-8288 Fax 3G9-8287 sting Code of Practice for Land Surveys adopted -`" by the New York Stale Association of Professional Area = 0.47 Acres Lend Surveyors. Sold certifications shall run only ton 15landlandsurveyor.com to the person (or whom the survey Is prepared, GRAD ! SCALE 30' J r and on his behalf to the lido company,goyernmen- Lol agency and lending InsUlutlan lisletl hereon,and to the assignees of the lending institution CerIN, ca- JG-1781 fel(rcrnfernblo to ndddbn'I"dA.L ons ` Ir ISSUES/ >IONS FROM TABLE N 1 102. 1.2 (8402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY CLIMATE FENE5Tw+TION G COMPONENT UFACTOR ZONE SKYLIGHT LAZED CEILING U-FACTOR FENE5TRATIN WOOD FRAME MA55 WALL FLOOR BASEMENT SLAB 5HGC R-VALUE WALL R-VALUE CRAWL 4 R-VALUE R VALUE WALL R-VALUE 4 5PACE WALL 0.35 0.55, 0 R-VALUE DEPM R-VALUE 49 20 OR 13+5 8/13 19 10/13 10,2FT 10/ 13 SOUNDN EROSION&SEDIMENT CONT�, ❑ N ❑ ISLANDRQ LShall include bort not be limited't A well maintained Constructional 5004859„ W 110.55 Wire Backed Silt Fencing, stabiliz Seeding of exposed and/or inactl TIE LINE ALONG MEAN HIGH WAT R e of Me Hi h Water (determined b EWetlandslon boundary March 2018, to be equal to the tld I DRAINAGE INSPECTIONS ARE REQ / BEACH— Contact TOS Engineering at 765-1! Backfill, OR Provide Engineer's Cer / that the drainage has been installE CK REVETMEN oq \/ APPROVAL OFSTOR CONTROL TER MAI ' EL. . � `T ►� ode 10 _ Date: /O /r Approve bV; NO TURF BUFFER m CO SILT FENCE TO cam DURING CONSTRUCTION EX15TIN ATTACHED DECK O 4 DECEMBER,zoq ------- ------ ONE I MY 14,zo17 PRELIMINARY 3°OCTOBER,zoi7 IDP EXISTING 0) LAND N/O/F OF:� JOHN CLARK I-STORY I �/U co Lo R MARIANNE CLARK Bohr- -------------- I CD 0), '1 111 0 LOT IMPROVED A ION E01 THESE PLANS ARE L��� G SERVICE AND ARE AN INSTRUMENT OF SE �l NOTE: PUBLIC WATER - ARCHITECT INTHE PROPERTY OF TH - L / SERVICE TO HOUSE BE PROSECUTED INGEMENTS WILL -' REMOVE 125 ,5f AND NEIGHBORS D,011 OF EXISTING DECK 20-17 ALL RIGHTS RESERVED 20' IN AREA SHOWN E I S, IT IS A VIOIATION OF THE LAW FOR ANY PERSON, ST UMMS ACTING UNDER THE DIRECTION OFA UCENSEDARCHraCr.TOALTERANYITEMON / D INAGE CALCULATIONS: �SDRAWINGINAWWAY )W AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND O N E 1 DESCRIBED IN ACCORDANCE WITH THE LAW. 917.5SFx0. i7 = 15G.00F �;/ PROVIDE ( 1 ) 81DIA x 41p DKYWELL 1 G Robert I. Br =c� ZONE 2. 5 13.2 SF'x O. 17 = ( 8.9 CF EACH) OV1TI1 CP - PROVIDE ( I G'DI 87'2 CF Architect, P.C. A x 4'D DRYWELL (89.3 CF EACH) info@ryAve. Greenport Ny ZONE 3: 8G3.4 SF X 0. 17 = 14G.8 CF in?o@rlbrOwnarchitect.comarchitect.com PROVIDE ( 1 ) 81DIA x 4'D DRYWELL ( I G8.9 CF ,a DRIVEWAY: 980.0 EAC / P OVIDE FIL AS SF X 0. 1 7= 1 GG.G CF ECESSARY o COVER PROVIDE ( 1 ) 81DIA x 4' D DKYWELL ( I G8.9 CF -NEW SEPTI SYSTEM EACH) rG DE ��RED qAC X. % • ��j���RT I.gqo�T �s•o•• c toe .2�� �O�I r Z LL 76341 Q. OF NEW (O MIW1- BASED ON SURVEY BY: JOHN C. FREERS LAND SURVEYOR T DATED: I I NOVEMB ®7ER, 2017J1��� SCTM: 1000-44- 1 -24 LONG ISLA � POSOVALO�° r �. ��1 ZONED: R-40 AREA: 20,536 SF (0.47 AC) 1 10,55' ' MG 7PxS BUILDABLE (ALL NON-WETLANDS): 20,270,2 5F N 50°48'59" W TIE LINE ALONG ME , �• y on March FEMA FLOOD ZONE AE (EL 1 1 ) H, h Water (determined by Eft� y _ �. Lyne of Me wetiond to be aq'al to the tld l t� &3�dt'LS4J'VSP s LOT COVERAGE: a CU -BEACH- // EXISTING, Cn / STht" EE (W DAT Cf APOVAL HOUSE: 1 ,357.2 SF G.7% O o I DECKS: G2 1 .0 SF 3. 1 % - O Cal CONC/BRICK PATIOS: 63,2 SF 0.3% �� CK REVETMEN p 15ILCO DOOR: 25.2 SF 0. 1 % � WSPECTION N / TOTAL: 2,066.6 SF 10.2% NE PA PROPOSED: - - - MENT HOUSE: 14G8.5 SF 9.2% DECKS 403,8 SF 2.0% COVERED PORCH: 177.5 SF 0.9% N i CONC. GENERATOR PAD: 7. 1 SF 0,0% EXISTIN C P OL TO � ��"® � �������c�stan�sa>�tta�������must be in �, *rR �1MTt�CP1t rNuirement Subrnit TOTAL: 2,456.9 SF 12. 1 % BE ANpoN r��]]P] ted fO WW a�proof. / O Ld pS V6JLe EXI5T(N ATTACHED DECK _ ON ALLOWED: 20% - -- --- -- - /// (n LAND N/o/F OF: _ /PRIP05ED 111 EXI5TING ti JOHN CLARK ZONE 5 COND �P �• I-STORY ti V) i "�� � a MARIANNE CLARK LAND N/o/F [IF, DECK ! FLO R (D Oj) P �_-- 1 _--- ! LOT IMPROVED CARIN SCALVA co MELISSA STOCKHOLM £ ! \PROP E A DI ION; �~�� ❑G NOTE PUBLIC WATER JEFFREY UDALL \�;. \PROP 5ED�`,\� SAND NE ERVICE OBORSE - - REMOVE 1 25 SF - - _ LOT IMPROVED -O„ IN AREA SHOWN Of'EX15TING oEcK Cleanout must be installed on the D /0 / zo'-q�� S, , septic tank inlet waste line.All utilities NOTE PUBLIC WATER E I 5ERVICE TO HOUSE = 4 / 5T require a 5ft minimum separation to AND NEIGHBORS �SErB/i .!5 OO the septic system. m� SSP 4 _ - D CD U) �\�jG� cP T / RAINAGE CALCULATIONS-: CAseMENT o�`' CP CP D ZONE I : 9 17.5 SF x 0, 17 = 15G.0 CF P PROVIDE (1 ) 8'DIA x 4'D DRYWELL (I G8.9 CF EACH) giATER CP ZONE 2: 513.2 SF x 0. 17 = 87.2 CF EL. kw E o" PROVIDE ( 1 ) G'DIA x 4'D DRYWELL (89.3 CF EACH) d L ZONE 3: 863,4 SF x 0. 17 = 146.8 CF 10Mt to , R L O COVER PROVIDE ( 1 ) 8'DIA x 4'D DRYWELL (I 68.9 CF EACH) o _W - SYSTEM < /0032011 w E NEW G7DE O DOW DfG - -- -DI -i C C"LH3A N- ---- , ��-SDC-- , --- - _ - -- - -- - _..----- - - - - _ --- - - -- -- -- - �_- -- - EL. 8GRADE .7' LLO u SCALE I" = 30' (/1 / (ISTj /`l T lS(I al Sy y rf Y y ^y w d y y y f y' IN LL TEST HOLE DATA PERSPECTIVE VIEW DATED I I OCTOBER, 2017 C/�, HIGHEST RECORDED GROUNDWATER 36" MINIMUM 2 x 2 DARK BROWN LOAM OL CGNLR6iE1RAFFIC FENCE POST I, BEARMG elAe 17 ,se sxoutoER WOVEN WIRE FENCE BROWN CLAYEY SAND SC °RDRADE� (6 x 6 - 10110 WWF) GRADE EL27' FILTER CLOTH Z 54' III _ III III N N WATER IN BROWN CLAYEY SAND 5C b _=ITnTlS�DPF oommmla 9' Oo EMBED FILTER CLOTH D comm aL�°E sNO^ I MIN. 6" INTO GROUND Z 2 1Ex.ry. G PREC A.I[CxCREISIE aIEACNING RV,G '� " NOTE: WATER IN PALE BROWN FINE TO COAR5E SAND 5CMAXIMUM DRAINAGE AREA 1/2 ACRE / 100 LINEAR FEET =11111 CLEA4 FANG a GMVEL SECTION DETAIL WATER ENCOUNTERED 5.4'BELOW SURFACE AT EL 27 'Typical Section @ Leaching Pools°N. SILT FENCE DETAILS Scale, NTS `GALE NIS 1 250 GALLON z SEPTIC TANK(TYP) PROVIDE FILL A5 NECE55ARY F F E,• +12 5' 8'DIA x 5'-0°DEEP TO RAISE GRADE GRADE APPROIMATE O MINIMUM 20"DIAMETER GRADE EL +110' - COVERED OPENING PROVIDE FILL A5 NECE55ARY 5 ? PROVIDE FILL 1 LEACHING POOL A5 NECE55ARY TO RA15E GRADE 8'DIA x 2'-O'DEEP TO PA15E_GPADE PIPE I E' PROPOSED GRADE EL +9�3 9 O. 4"DIAMETER APPROVED - - n EXI5TING GRADE ft +8d1 SEWER PIPING(TYP) PIPE I E. PIPE I E ± ^ PIPE I E o ALL CRO55 OVER y=�7�0 9 7' 9 2' O 4"DIAMETER APPROVED h ✓"`i \ 7 5' N PIPES f0 BE LEVEL SLOPE y„"l 1 2"MIN n SEWER PIPING(TYP,) OUTLET TO BE G" SLOPE %"/ 12"MIN BOTTOM OF LEECHING POOL ELEV'G I' LOWER THAN INLET MINIMUM 3'-O"ABOVE 4"MIN POURED CONCRETE SLAB GROUNDWATER LINE of ` \� -------- ---------- ------ ----------- pLINE -- 0'-0"MIMIMUM FEZ' GROUNDWATER LINE - CL +2 T 8'-0"MINIMUM ryJQ "r;p SEPTIC CR055-5ECTION EL +o`o, � ����y �; ,.J`• NOT TO SCALE (�GAED ARCiy/ 3 BEDROOM HOU5E'MINIMUM 1 250 GALLON SEPTIC TANK ° - NEWMAN RE'SIDEN,CE Robert I. Brown 7y� ' ) 56425 ROUTE 48. SOUTH OLD;=N. ii971 Architect 1 .�. UNLESSACTIN UNUFTIIE LAWREC ANY I'LRSUN, y 1 UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDARCIIITECT,TO ALTER ANY IrFM ON 24 MAY 2018 zo5Ba Ave. Greenport NY TIIISDRAWING INANYWAY ANYAUIIIORI%EU f p ALTERATION MUST BE NOTED,SEALED,AND J A'l info@ribrownarchitect.com DESCRIREDINACCURDANCEWITIITIIELAW 9T 6NE�yJ� SCALE: f" =30' 631-477-9752 SURVEY OF PROPERTY N 51TUATE : GREENPORTo RECEIVED TOWN : 50UTHOLD r o FEB 14 2020 W E SUFFOLK COUNTY, NY > C\j " SUFF.C®.I���L"�3-I SERVICES 5U RVEYED 08-08-201 G O NE tt�td'�S T E�' .-VER MGT. S AMENDED 09- 15-201 G, 11 -9-2017 `� OFFICE�- FI NAL 01 - 10-2020 t� SUFFOLK COUNTYTAX # 1000 - 44 - I - 24 CERTIFIED T0: Stuart Newman Joyce Newman Bank of America. N.A. Stewart Title Insurance Company XAPPROVALOF LK COUNTY DEPARTMENT OF HEALTH SERVICES JO CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE �Q 101, Date PEAR 0 4 2020 H.S.Ref.No�10-19'40 2 The sewage disposal and water supply t'acilities at this Ixntiorr have been Inspected and/or certified by this Departrra or other agencies and found to be satid°tactory FOR A WAXIMUv�F, BEDROOM& Craig 1<nepper, P.1=., Chief o�9 �P�° oa Office of Wastewater 1 na erne o rte . w� F o f � z p < O Q Q Por G 7� ,l rG 25��Pcp g 05 l' } N4 O X11 �� Q PO 0 N 1\ �Z 70 N� CP CO� � ti -�04 N O 0 L � oG N� P �? 7 o rn �� 3 O 0 � (P a ° LPI O o IFZ- o CP �� A D 5T 123.51 27' �C LPI 3 I' 47' 0 Po 5t6 3 �`O��h�rete r°ads' • �� C� ayphaltloo M 0.5 DRIVEWAY EASEMENT AS SHOWN IN LIBER 5325 PAGE 385 FEMA FLOOD ZONE AE (EL 1 1)AS SHOWN ON F.I.R.M. NO. 3G 103COI 59H COASTAL EROSION HAZARD LINE ANNOTATED FROM COASTAL EROSION HAZARD AREA MAP PHOTO NO. 55-581-83 SHEET I I OF 49 DATED 8-29-88 NOTE5. "Unauthorized alteration or addition to a survey �p mop bearing a licensed land surveyors seal is a MONUMENT FOUND �' NE violation of section 7209 sub—divislon 2, of the PIPE FOUND JOHN C. E H LE R5 LAND 5 U RVEYO R �� EHE �� New York State Education Law' e3 �� t�,(YIn�+ "Only copies from the original of this survey STAKE SET O V' marked with an original of the land surveyor's stamped seal shall be considered to be valid true P� copies` G EAST MAIN STREET N.Y.5. LIC. NO. 50202 �• ;i - t "Certifications indicated hereon signify that this d' survey was prepared in accordance with the ex— Area = 20,53G Sq. Ft. RIVERHEAD N.Y. 1 1901 3G9-8255 Fax 3G9-8287 t� 4: I y the Code or State far Land Surveys adopted s by the New ors State Assocation or professional Area = 0.47 Acres �j " Land Surveyors Said certifications shall run only longl5landlandsurveyor.com the person for whom the survey Is prepared, GRAPHIC SCALE 1"= 30' and on his behalf to the title company, governmen— y wt(ay, ' tol agency ono lending institution listed hereon, and l,�,�,,��+;rr a'� to the assignees of the lending institution. Certi ico— I G-1 78 v 4 t,pw"y� tons are not transferable to additional Institutions REScheck Software Version 4®63 Compliance Certificate. a Project Newman Residence OCT 1 6 2010 Energy Code: 2015 IECC BUILDING DEPT. Location: Riverhead, New York TOWN OF SOUTH®L Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,941 ft2 Glazing Area 24% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 56425 Route 48 Stuart and Joyce Newman Robert I. Brown Southold, NY 11971 56425 Route 48 205 Bay Avenue Southold, NY 11971 Greenport, NY 11944 631-477-9752 info@ribrownarchitect.com s- Compliance: 10.5%Better Than Code Maximum UA: 389 Your UA: 348 Maximum SHGC. 0.40 Your SHGC. 0.26 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 Cavit Cont. Assembly or 'y U-Falctor UA Wall 1: Wood Frame, 16" D.C. 1,352 28.0 0.0 0.050 47 Window 1: Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Window 2: Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28' Window 3: Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.28 Window 4: Wood Frame:Double Pane with Low-E 14 0.300 4 , SHGC: 0.28 " Window 5: Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.28 Window 6:,Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.28 Window 7: Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.28 Window 8: Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Window 9:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Window 10: Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC: 0.28 Door 1: Solid 20 0.540 11 Project Title: Newman Residence Report date: 10/16/18 Data filename:-C:\Users\Ryan\Documents\REScheck\Newman.rck Page 1 of10 Cont.Gross Area Cavity Assembly or . - d r UA Door 2: Solid 17 0.540 9 Door 3: Glass 20 0.300 6 SHGC: 0.26 Door 4: Glass 78 0.300 23 SHGC: 0.26 Door 5: Glass 78 0.300 23 SHGC: 0.26 Door 6: Glass 20 0.300 6 SHGC: 0.26 Door 7: Glass 78 0.300 23 SHGC: 0.26 Wall 2: Wood Frame, 16" o.c. 681 28.0 0.0 0.050 29 Window 11: Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Window 12: Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Door 8: Glass 78 0.300 23 SHGC: 0.26 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,545 J 22.0 0.0 0.042 65 Ceiling 1: Flat Ceiling or Scissor Truss 1,149 50.0 0.0 0.026 30 Ceiling 2: Cathedral Ceiling 396 50.0 0.0 0.021 8 Skylight 1: Wood Frame:Double Pane with Low-E 6 0.430 3 SHGC: 0.23 Skylight 2: Wood Frame:Double Pane with Low-E 6 0.430 3 SHGC: 0.23 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 111� check Version 4.6.3 and to c mply with the mandatory re Lir a egts listed in the REScheck Inspection Checklist. i N me-Title Sigi iare D to Project Title: Newman Residence Report date: 10/16/18 Data filename: C:\Users\Ryan\Documents\REScheck\Newman.rck Page 2 of 10 REScheck Software Version 4..6.3 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 Pield Verified"- #; Pre'-Inspection/Plan"Review Complies? °Comments/Assumptions Ite .AD Value Value- 103.1, Construction drawings and - ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ° Q) building envelope.Thermal _ ❑Not Observable envelope represented on f ' `❑Not Applicable construction documents. =y s 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate :t-Y ❑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. = 30 2.1, Heating and cooling equipment is Heating: Heating- ❑Complies Requirement will be met. 463.1- sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [0R2]Z on loads calculated per ACCA Cooling: Cooling: } Manual J or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2; Medium Impact(Tier 2) 1,3 1 Low Impact (Tier 3) Project Title: Newman Residence Report date: 10/16/18 Data filename: C:\Users\Ryan\Documents\REScheck\Newman.rck Page 3 of10 Section Foundation Inspection" Complies? Comments/Assumptions' 30.32,1,,'; A protective covering is installed to ❑"Complies Exception: Requirement is not applicable. ["FOAM] protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. ❑Not Observable i ❑Not Applicable Snow-and ice-melting system controls []Complies Exception: Requirement is not applicable. [FO1;2]z: installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2"', Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: Newman Residence Report date: 10/16/18 Data filename: C:\Users\Ryan\Documents\REScheck\Newman.rck Page 4 of 10 'Section` Framing L Rough=ln Inspection' 'Plans;•Ve'rified Field Verifietl .C&npli'eg?>` Comments/Msumptions Value . . Value; 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable lU ° []Not Applicable 402.1.1, Glazing U-factor'(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.3.6, ❑Not Observable 402.5 ❑Not Applicable [FR2]1 303.1.3 U-factors of fenestration products "• .. ? ❑Complies Requirement will be met. [FR4]1 are determined in accordance w ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable h ❑Nat Applicable 402.1.1, Skylight U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.3, ❑Does Not table for values. 402.3.6, ❑ 402.5 Not Observable [FR5]1 ❑Not Applicable v 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ` � [-]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 _ "❑Does Not U AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402:4•:5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. (FRT612 sealed at housing/interior finish ❑Does Not y and labeled to indicate s2.0 cfm leakage at 75 Pa. [—]Not Observable ❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ^. . ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and "` ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.3.5 Building cavities are not used as ❑Complies Requirement will be met. (P R15]3 ducts or plenums. []Does Not V []Not Observable '❑Not Applicable 403.4 . HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17,]2 above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to >_R- ❑Not Observable 3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not tJ ❑Not Observable El Not Applicable 1 High Impact (Tier 1) 2., Medium Impact(Tier 2) -3.1 Low Impact (Tier 3) Project Title: Newman Residence Report date: 10/16/18 Data filename: C:\Users\Ryan\Documents\REScheck\Newman.rck Page 5 of10 'Section " .. : •� , ;; <<,:� ., .-.:;-., .,,; ` ..'Plans,;,Verified. " 'Fieltl'Verified:`,' Framirig%;Rough=ln lnspect'ion ; _ ;;value" ,V. I Complies. T: ,Coniments%Assumptions- Raq:ID: ue ' A 403:5r3;..<< Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. [FR18jz`., >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 403:6`h Automatic or gravity dampers are ""` _`" `s` - `',. .a "` -❑Complies Requirement will be met, [FR-19J?!'- installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: f 1 High Impact(Tier 1) ;,2 Medium Impact(Tier 2) 1 Low Impact(Tier 3) Project Title: Newman Residence Report date: 10/16/18 Data filename: C:\Users\Ryan\Documents\REScheck\Newman.rck Page 6 of 10 f Section : ';,Plans:wrified— ''Field Verified " #:•. Insulation+lrispectionr Complies? Comments/Assumptions Value: valu'e�,. iz 303.1 All installed insulation is labeled '; ❑Com' lies �;�- ';�;,'•i< ; '• ;r',.��.` p Requirement will be met. [IN13]211 ' or the installed R-values > '. ❑Does Not provided. _,t:,'°`,,,•;,,.:. _ •,,,,"t'.': ;� :y, _i;1• Y,'F'_ -,.r;f_, �b.: ,,, ifs y:' .4 „r;:,. ,,'�,:r,. °•;' ❑Not Observable ❑Not Applicable 402.1.11 Floor Insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood []Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable 00 ❑Not Applicable 303.2, Floor insulation installed per :;f : .,' S` a„f.t :❑Complies Requirement will be met. 402.2.7 manufacturer's instructions and a❑Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor "+,•, ❑Not Observable framing cavity insulation is in ,..;, r, sv, ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and a - t5.. extends from the bottom to the top of all perimeter floor framing , members. 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass []Not Observable [IN3]1 exterior,the exterior insulation j requirement applies (FR10). E] Steel E] Steel ❑Not Applicable 303,2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ;. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 121'.1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Newman Residence Report date: 10/16/18 Data filename: C:\Users\Ryan\Documents\REScheck\Newman.rck Page 7 of 10 Section `Plains Verif ,Value: ied Fleld Ver`ified-" # Final,Inspection.ProvV�oueisions Complies?' Cprtitments/Assumptions ' 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 ❑ SteelNot Observable 402.2.6 ❑ [FI1]1 ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI211 Blown insulation marked every 300 ftp. ❑Not Observable ❑Not Applicable 402.2:3 Vented attics with air permeable ❑Complies Requirement will be met. [FI22]2 " insulation include baffle adjacent ❑Does Not to 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. [F1311 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 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Exception: All ducts and air [FI411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not handlers are located within <=3 cfm/100 ft2 without air conditioned space. handler @ 25 Pa. For rough-in []Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Exception: All ducts and air [F12711 determine air leakage with ft2 ft2 ❑Does Not handlers are located within either: Rough-in test:Total ❑Not Observable conditioned space. leakage measured with a 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. [FI2411 by manufacturer at <=2%of ❑Does Not design air flow. []Not Observable ❑Not Applicable 403:7,.1 Programmable thermostats ❑Complies Requirement will be met. [FI912 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to m ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies Requirement will be met. (FI 10]2 on heat pumps. ❑Does Not -]Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies Requirement will be met. [F[11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable []Not Applicable 11 High Impact (Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: Newman Residence Report date: 10/16/18 Data filename: C:\Users\Ryan\Documents\REScheck\Newman.rck Page 8 of 10 `:Plans,ViiH ieii ".F,ield erflee - t As ons~ s„, ,,, ! d,, a. p m nts/Assam tions " Coin lies. Com e p :Value. Valuea 403Aj6,, All mechanical ventilation system ;,•. , Y '-xT`,v : 4,- . ❑Complies Requirement will be met. ,:s - ,°, , [F1251 fans not part of tested and listed 4` >- ❑Does Not HVAC equipment meet efficacy and air flow limits. ;. = :r Not Observable ❑ ” ❑Not Applicable 40312 ;'... Hot water boilers supplying heat >''° " ,T .h '+ ❑Complies Requirement will be met. [FI26j?' "' through one-or two-pipe heating '•3" ❑Does Not a` systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor p s 4F`"'❑Not Applicable temperature. ;_, Yte Heated water circulation systems ❑Complies, Requirement will be met. [FI28]z : have a circulation pump.The a, - :a a •at,: - ❑Does Not 'k system return pipe is a dedicated kY" return pipe or a cold water supply ,❑Not Observable pipe. Gravity and thermos- h . " ❑Not Applicable syphon circulation systems are , not present. Controls for circulating hot water system ;t pumps start the pump with signal for hot water demand within the v. { occupancy. Controls >' ',,• ij. 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 ❑Complies Requirement will be met. [FI29]2, comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically - adjust the energy input to the ❑Not Observable heat tracing to maintain the ;'_r '_ . . ,';. ❑Not Applicable desired water temperature in the , '- piping 403:5:2',: Water distribution systems that ❑Complies Requirement will be met. [FI30]? have recirculation pumps that }`` ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable ex,~ water source through a cold .}❑Not Applicable F' water supply pipe have a _ demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the coldi water piping to 1040-F. 403:5:4 Drain water heat recovery units ❑Complies Requirement will be met. [F131]? tested in accordance with CSA ❑Does Not 855.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one �K 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, [FI611 fixtures or 75%of permanent _ —]Does Not fixtures have high efficacy lamps. Does not apply to low-voltage []Not Observable lighting. s. y❑Not Applicable Fuel gas lighting systems have ' `` ❑Complies Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not ,_ ., ' .•. []Not Observable []Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Newman Residence Report date: 10/16/18 Data filename: C:\Users\Ryan\Documents\REScheck\Newman.rck Page 9 of10 Section Plans Ver4fied —Field'' # Final Inspection Provisions. Complies? ,. Comments/Assumptions & Itepail Value Value 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [FI7]z ❑Does Not ❑Not Observable ❑Not Applicable 303.3: Manufacturer manuals for _: ❑Complies Requirement will be met. [FI18]3 . mechanical and water heating = ❑Does Not systems have been provided. ❑Not Observable - ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Newman Residence Report date: 10/16/18 Data filename: C:\Users\Ryan\Documents\REScheck\Newman.rck Page 10 of10 2015 I ECC Energy Efficiency Certificate Above-Grade Wall 28.00 Below-Grade Wall 0.00 Floor 22.00 Ceiling / Roof 50.00- Ductwork (unconditioned spaces)- Glass& Door Rating,, U-Factor, SH`GC Window 0.30 0.28 Door 0.30 0.26 Skylight 0.43 0.23 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments GEA`ittERAC 9/11 kW switch options _ Liniited cirevits switch Ceaturec. model 6007030.0(91;W) 0007032.0(11kW) 16 circuits,breakers not included. No,of Poles 2 2 • Current Rating(Amps) 100 100 Rated for all classes of load,100%equipment rated,both inductive and Voltage Rating(VAC) 120/240,10 12D/240,10 resistive. UillityVollago Monitor(Fixed)' • 2 pole,250 VAC contactors, 'Plck up 60% 80% -Dropout 65% 65% • 30 millisecond transfer time. Return to Utility' approx.15sac approx.15sac • Single coil design. Exercises bl-weekly for 12minutes't Standard Standard • Main contacts are silver plated or silver alloy to resist welding and sticking. UL Listed Standard Standard • NEMA/UL 3R aluminum outdoor enclosure. Total Circuits Available 16 16 Tandem Breaker Capabilities 8 Tandems 8 Tandems • Multi listed for use with 1°standard,tandem,GFCI and AFCI breakers Circuit Breaker Protected from Siemens,Murray,Eaton and Square D for the most flexible and cost Available RMS Symmetrical 10,000 10.000 effective instal l Faun current n 250 volts *Function of Evolution Controller Dimensions t Can be set to weekly or monthly W1 Height Width ---- �-� `_- - -- Ht H2 Wt W2 Depth in 26.75 30.1 10.5 13.5 6.91 mm 679.4 764.3 266.7 343.0 175.4 H2 Aire Ranges DD Conductor Lug Neutral Lug Ground Lug 1/0-#14 210-#14 210-rf<14 oE�1„ i__—;,�— I AUG 1 9 2020 BUILDINGDEPT. T0V,_ ; f-TTTHOLD Service Hated Smart Switch Features Model G007033-0(11kW) available on 11 kt°d model only No.of Poles 2 • Includes Digital Power Management Technology standard(DPM). Current Rating(Amps) 200 Voltage RaBng(VAC) 120/240,10 • intelligently manages up to four air conditioner loads with no additional Utility Voltage Mondor(Fixed)' hardware. -Pick-up 8096 -dropout 65% • Up to eight more large(240 VAC)loads can be managed when used in Return to Utility* px.13 sec conjunction with Smart Management Modules(SMMs). Exercises bi-weekly for 12 mmules't Standard • Electrically operated,mechanically-held contacts for fast,clean connec- UL Listed Standard tions. Enclosure Type NEMA/UL 311 • Rated for all classes of load,100%equipment rated,both inductive and Circuit sneaker Protected 22,000 resistive. Lug Range. 250 McM-#6 • Service equipment rated,dual coil design. *Function of Evolution Controller • Rated for both aluminum and copper conductors. t Can be set to weekly or monthly • Main contacts are silver plated or silver alloy to resist welding and sticking. W1 • NEMA/UL 3R aluminum outdoor enclosure. - Dimensions 200 Amps 120/240,1e H2 H1 Open Transition Service Rated Height Width Depth Ht H2 Wt W2 in 26.75 30.1 10.5 135 6.91 mm 6794 1 764.3 266.7 343.0 175 4 DEPn1 GENERAL, 9/11 kW specifications GCtier.)te7r Model G007029-0,0007030.0(9 kW) 1300703170,G0070324 G007033-0(11 kw) Rated Maximum Continuous Power Capacity(LP) 9,000 Watts' 11,000 Walls' Rated Maximum Continuous Power Capacity(NG) 8,000 Walts- 10,000 Watts" Ratod Voltage 240 240 Rated Maximum Continuous load Current—240 Volts(LP/NG) 37.5/33,3 45.8/41.7 Total Harmonic Distortion Less than 5% Less than 5% Main line Circuit Breaker 40 Amp 50 Amp r Phase 1 1 Number of Rotor Poles 2 2 Rated AC Frequency 60 Hz 60 Ht Power Factor 1.0 1.0 Battery Requirement(not included) 12 Volts,Group 26R 540 CCA Minimum or Group 35AGM 650 CCA Minimum Unit Weight(lb/kg) 340/154 348/158 Dimensions(L x W x H)in/mm 48 x 25 x 29/1218 x 638 x 732 Sound output in dB(A)at 23 it(7 m)with generator operating at normal load" 66 63 EiigIr,n Typo al Engine GENERAC G-Farce 400 Series GENERAC G-Force 500 Series Number of Cylinders 1 2 Displacement 426 cc 530 cc Cylinder Block Aluminum w/Cast Iron Sleeve Aluminum w/Cast Iran Sleeve Valve Arrangement Overhead Valve Overhead Valve Ignition System Solid-state w/Magneto Solid-state wl Magneto Governer System Electronic Electronic Compression Ratio 9,0.1 9,51 Starter 12 Vdc 12 Vdc 011 Capacity Including Filter Appmx.1.1 gV1.0 L Approx.1.7 gV1.6 L Operating rpm 3,600 3,600 Fuel Consumption Natural Gas fla/hr(m3/hr) 1/2 Load 90(2.55) 107(3.03) Full Load 120(3.4) 159(4.50) Liquid Propane ft3/hr(gal/hr)[Vhr) 112 Load 31.6(.87)[3.29] 44.4(1.22)[4.62] Full Load 50(1.37)[5.2] 71.6(1.97)[7.45] Note;Fuel pipe must be sized for full load.Required fuelressufe to generator fuel inlet at all load ranges-3 5-7"rater column(7-13 mm mercury)for natural gas,10-12"nater column(19-22 mm mercury) for LP gas For Btu content,multiply 03/hr x 2500(LP)or ft/hr x 1000[NG).For Megajdule cmderd,multiply m_3/hr x 93.15(LP)Ear x 37 26(NG) Controls 2-1-ine Plaln Text Multilingual LCD Display Simple user Interface for ease of operation. Mode Butons-uto Autonatic Start on Utirity failure.7 day exerciser. Manual Start with saner control,unit stays on.It utility fads,transfer to load takes place Off Stops unit Power is removed.Control and charger still operate. Ready to Run/Maintenance Messages Standard Engine Run Hours Indication Standard Programmable start delay between 2-1500 seconds Standard(programmable by dealer only) Utility Voltage Loss/Retum to Utility Adjustable(Brownout Selling) From 19-171 V/190-216 V Future Set Capable Exerciser/Exercise Set Error Warning ""Standard Run/Alann/Maintenance Logs 50 Events Each Engine Start Sequence Cyclic cranking:Engine cranks a maximum of We times at factory set intervals and durations. Starter Lack-out j Stader cannot re-engage until 5 sec after engine to stopped. Smart Battery Charger Standard Charger Fault/Missing AC Warning Standard Low Battery/Battery Problem Protection and Battery Condition Indication Standard Automatic Voltage Regulation with Over and Under Voltage Protection Standard Under-Frequency/Overload/Stepper Overcurrent Protection Standard Safety Fused/Fuse Problem Protection Standard Automatic Low 01 Pressure/High Oil Temperature Shutdown Standard OVercraok/Overspeed(Q 72 Hz)/rpm Sense Loss Shutdown Standard High Engine Temperature Shutdown Standard Internal Faulf/lnconect Wiring Protection Standard Common External Fault Capability Standard Field Upgradable Firrmvare Standard '-Scurd Lmhan fehen from the front of Ore grnerif..Sand leve%W m hon cilhusides of Ore germtor reel be h:ftriteperdirg on irstanal on jimintem Rating dealinitions-Standby Applc&e torsupD,Sf c'J umigericypewa for the duratim ofktoldypvweroLtge.tke'+alaadcapabddylsauahblefa,Wsrabig (All iatugsinaccordance wrhBS5514,ISOB046and DIM271).'Mminumkil ab amps and cundaresAedtoand lunged bysudifactors asfuel Etubew;ouzo antad,anblentImperatore,albtude,erginejinuardcanditian etc.htmdmumposerdeaeaesabout3.5pereentforeadr1,000feel(304.8meters)abaesealevel;andalsova0deaeaseabautlperrailforeael6°C(10°r)abovei6-C(60'Q. ISSUES/REVISIONS 2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH RESIDENTIAL GENERAL NOTES REGARDS TO WATERSAVING AND CONSERVATION. ALL FIXTURE5 SHALL BE ON THE CLIMATIC AND GEOGRAPHIC CRITERIA APPROVED "LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES" AS PUBLISHED BY GROUND SNOW LOAD 20 P5F (PER FIG. R301 .2 (5) RCNY5 201 5) MI5C, GENERAL NOTE5 THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. WIND SPEED (ULTIMATE DESIGN) 130 MPH (PER FIG. 8301 .2 (4) RCNY5 201 5) FROM TABLE N 1 102. 1 .2 (R402. ! .2) IPJSULATION AND FLNESTRATiON REQUIREMENTS BY COMPONENT 1. THIS PROJECT IS RENOVATIONS AND ADDITIONS TO AN EXISTING ONE STORY SINGLE FAMILY 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE SEISMIC DESIGN CATAGOKY B (PER SECT. K301 ,2(2) RCNY5 201 5) 5UPERV15ION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION, THE WINTER DESIGN TEMP t I°F (PER TABLE N I 0I 2) GI_VFD BASEMENT SLAB CRAWL CLIMATE FENE5TRAT!GI1 5KYLI.,HT CF_!LIKF, N/GUD PF:Ati1F MA55 WAI_I FLCOP. RESIDENCE, CLASSIFIED IS R-3. PLUMBER SHALT_ PROVIDE A SOLDER CERTIFICATE A5 REQUIRED BY THE TOWN OF rer:_srenrlrJ WALL PI-VALUE d SPACE WALL UE FLOOD LONE N/A (PER FEMA MAP) ZONE U-FACTOR U-FACTCP. i�-'v'ALUE WALL R-VALUE R.-VALUE P,-VAI_UF 2. THE HEIGHT OF THE EXISTING BUILDING AS DEFINED BY THE ZONING CODE OF THE TOWN OF SOUTHOLD. SHGC. R-VALUE DEPTH R-VALUE SOUTHOLD 15 17-3". THE PROPOSED HEIGHT OF THE BUILDING 15 2G-'-3". 4. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ALL PERMITS, FROST LINE DEPTH 3G-" 3. THE TYPE OF CONSTRUCTION 15 TYPE V (B). CERTIFICATIONS, LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL, STATE, AND WEATHERING PROBABILITY SEVERE (PER FIG. 8301 .2(3)KCNY5 201 5) 4 s 5t1 a; z0 0R 13+5 8/ 13 9 0/ I3 0.2FT o/ 13 4. ALL WORK SHALL CONFORM TO THE KEQUIREMENT5 OF THE 2015 RESIDENTIAL CODE OF N.Y.5. AND FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE JURISDICTION. DESIGN LOAD CALCULATION5 (UNI FORM LIVE LOAD5) THE AF * PA WOOD FRAME CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. 5. OWNERS SHALL SELECT AND PROVIDE ALL PLUMBING FIXTURES AND FITTING5. PER TABLE 301 .5 RCNY5 2015 5. DE51GN LOAD CALCULATION ARE BASED ON: ROOMS OTHER THAN SLEEPING 40 P51 LIVE LOAD! AS PER TABLE R301 .4, RESIDENTIAL CODE OF NEW YORK STATE 2015. ELECTRICAL SLEEPING ROOMS 30 P51 DEAD LOAD: CALCULATED AS PER R'301 .3 AS PER RCNY5 2015. 1 . FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT, TOOLS, AND SERVICES ATTICS WITH LIMITED STORAGE 20 F5I SNOW LOAD: 20 PSI GROUND SNOW LOAD (AS PER FIG. 8301 .2(5) RCNY5 2015. NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW ATTICS WITHOUT STORAGE 10 F51 WIND EXPOSURE CATEGORY"C", FOR 130 MPH 3 SECOND GUST. ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, BUT NOT LIMITED TO: STAIRS 40 F51 CONNECTIONS TO PKEVIOU5LY INSTALLED ELECTRICAL SYSTEMS, WIRING, LIGHTING, SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION EQUIPMENT, CONNECTIONS TO LOCATION LIVE DEAD DELECT LIMIT APPLIANCES, GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND DEVICES 15T.FL. 40 LB. 12 L/3GO WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND 2ND.FL. (SLEEP AREA) 30 LB. 12 U3GO AND 5FCIFICATIONS AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND ATTIC (NON STORAGE) 20 LB. 10 U3 GO INCLUDING CONNECTIONS TO PREVIOUSLY 11\15TALI_ED TRANSFORMERS AND BASED ON SURVEY BY: ELECTRICAL_ DISTRIBUTION SYSTEMS. _ ROOF 20 LB. 15 U3GO 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 ELECTRICAL L CODE OF NEW YOP,K STATE, THE NATIONAL ELECTRICAL CODE, NEPA NO, 70-2017 JOHN C. EH LER. LAND 5URVEYOR ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, (NEC), LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), DATED: I I NOVEMBER, 2017SOURD G. THE - - TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN THE NATIONAL ELECTRICAL MANUFACTURERS' ASSOCIATION (NEMA) AND ANY OTHER SCTM: 1000 44 I -24 /,, LONG ❑NGISLAND CONNECTION WIT-1 THE WORK. APPLICABLE CODES. IN THE EVENT OF CONFLICT, THE MORE STRINGENT N THERE ARE NO WARRANTIES, NOR ANY MERCH ANTI 151 LITY OF FiTNE55 FOR A SPECIFIC USE EXPRESSED REQUIREMENTS WILL APPLY. L"" 3. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS ZONED: R-40 1 OR IMPLIED IN THE USE OF THESE PLANS. LABORATORIES, INC. LABEL AND BE SUITABLE FORTHE ENVIRONMENT IN WHICH THEY AREA: 20,53G .5F (0.47 AC) 0 8 5911 I I 0 55 7. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. DO NOT SCALE WILL BE INSTALLED. _ ' 4. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDERTHE BU I LDABLt (ALL NON-WETLANDS): 20,270.2 SP N 50 4 W HIGH WATER DRAWINGS. FOLLOW DIMENSIONS ONLY. MEAN 8. CONTRACTOK(5) SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN, LISTED, OR SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. -- ALONG PTIONS AS 5. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ALL PERMITS, LICENSES TIE LINE n Consultants on March 27, 201$, ) (n DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS, CONDITIONS, OR EXCE AND IN5PECTION5 AS REQUIRED BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, NOTED. CONTRACTOR SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO AND ANY OTHER APPLICABLE JURISDICTION. FEMA FLOOD ZONE AE (EL I I ) Line of Mead High Water (determined by equal r the tid I wetlands boundary COMPLETE THE WORK. G. CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES 1 to be 4 Qj (no ! l 9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL AND SPECIFICATIONS. SWITCH. LINE CORD-CONNECTED, DIRECT PLUG-IN, AND BATTERY POWERED ALARMS LOT COVERAGE: 00 � I j BEACH- r` L QUIRED INSPECTIONS, APPROVALS AND CERTIFICATE OF ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH 10. CONTRACTOR SHALL OBTAIN AL P SLEEPING QUARTERS ARE LOCATED. EX15TI NG: , 9 OCCUPANCY. 7. SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORK I / \ STATE AND THE RESIDENTIAL CODE OF NEW YORK STATE, THE NEPA NATIONAL FIRE HOUSE: 1 ,357. 2 51' G.77o r ALARM CODE NO. 72-I 993 SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING C) DEMOLITION 1 . CONTRACTOR SHALL DEMOLISH WALLS, FLOOR, AND EXISTING ROOF AS INDICATED ON DRAWINGS AND AREA, IN EACH 5PLEEFING AREA, AND ON EACH FLOOR LEVEL. DECIK5: G 2 1 .0 5F I o / O P ALARM COMPANY FOR SMOKE AND CONC/BRICK PA.T105: G3. 2 5F 0,37o � ' J I CK REVS MEN � AS NECESSARY, AND REMOVE DEBRIS.. CONTRACTOR SHALL COORDINATE WITH OWNERS � � � L O ALL PATCHIING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND ORC/10 i l I' EL. 10. ' 2. CONTRACTOR 5HAL D BURGLAR ALARMS AS NECESSARY. p� '• . INSTALLATION OF NEW YOIFT- BILCO DOOR: 25 • 2 SF O. I /0 3. ALL NEW YORK,SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS P055113LE UNLE55 1' ! J'` TOTAL: 2,000.6 5F 10.20 '� OTHERWISE NOTED. NAILING SCHEDULE 1 !` ` NO TURP BUFFER EXISTING FIRST FLOOR 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED A5 NECESSARY DURING (PER AF*PA AMERICAN WOOD cour:cll_WFCM PORELEVATION 12.6 DEMOLITION AND CONSTRUCTION. ONE AND TWO FAM LY DWELLINGS 2015 SBC HIGH WIND EDITION) ' !. V� '. 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND JOIN? DESCR,PTION NUMBFROf COMMON NAILS MAIL SPACING PROPOSED: ���---_ _r i / BUILD UP FI RST FLOOR TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP, REMOVAL, OR CAPPING OF EQUIPMENT ROOF FRAMING .I 9.27o QJ NON TUR .�9 JJ' - ELEVATION TO 13.2' AS NECESSARY. RAFTFR.TO TOP PLATE(TOE-NA;LED) 3 PFR RAFTER I IOU 5 E: 1 ,8G8.5 5 ✓•2 /O i CEILING J0151 TO TOP PLATE(TOE-NAILED) 3 FFR JOIST DECKS 403.8 S F 2.07o �, FOR ZONE A I I AS FOU N DATI C)N5 CEILING J0I5T TO PARALLEL RAFTER(FACT-NAILED) 3 EACH LAP CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP s (� v 51 LT FENCE REQUIRED. i . ASSUMED SOIL BEARING CAPACITY, 1 ,500 Ib./ScLFt• RIDGE STRAP(EACH END) 2 PER TIE COVERED PORCH: 1 77.5 5F 0.9°70 / f Q 2. CONCRETE 01 BE PLAIN, REINFORCED, 0000 pcj. t. DAY TEST. BLOCKING TORAFTFR(-IOE-NAILED) 2-8d EACH FND EXI5TIN C POOL TO ' DURING 3 Jan., 019 RIM BOARD TO RAFTER(EI:D-NAILFD) 2-1 6d EACrI END CONC. GENERATOR PAD: 7. 1 5 F O.Oho 3. ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. WALL FRAMINGCONSTRUCTION zz Jan.,zo�9 TOP PLATE TO TOP PLATE(FACE-NAILFD) 2-1 Gd REF.FOOT TOTAL: 2,45G.9 S P 12. 17o BE ABANDON ,� ` GENERAL CONSTRUCTION TOP PLATES AT INTE.KSECTION5(FACE-NAILED) 4-I Gd J015T EA.SIDE O / I I . PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND 5E8VICE5 NECESSARY TO ST"IDT05rUD(FACE-NAILEp) 2-1 Gd 24'0 C. /'rEXISTIN ATTACHED DECK 4 ECEMBE 7 HEADER TO HEf,DPR(FACE r;AILED) Gd G"G.C.ALONG EDGES f __114 ________ _----------------- COMPLETE ___ ONE 3 DECEMBER,201 COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, OR TOP OR BOTTOM PLATE TO STUD(FND-NAILED) 2-1Gd,3-IGd,4-1 Gd PER 2x4. 2x6, 248 RESPECTIVELY - INARY REA50NABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. BorroM PLATE TO FLOOR JOIST,BAND Jasr, ALLOWED: 20 ' __ __ I r °�;f;� i ��N N O I 3 OCTOBER,2- Gd PER Fool 12" W X 24" D D VEV --- - D July 14 zoi7 PRELIM FFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. END JOIST OR BLOCKY:,(PAce-NAILED) Z 2 ' _ `" ``_ 2. FASCIAS, SO o R,zo1 3. INTERIOR TRIM SHALL MATCH EXISTING. FLOOR FRAMING FRENCH DRAIN WITH D IN i` PR POSED } rr�%r '`'''f^ EXISTING ' `` JOHN CLARK 4. FRAMING ELEMENTS: JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T 4" PERFORATEED Pi PE CP A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE N0.2 BRIDGING To JOIST(TOE-NAILED) 2-8d EACH END N S COND I -STORY ; f'°l, ,I A N N E CLARK r OR BETTER. BLOCKING TO JOIST(TCF-NAILED) 2-8d EACH END BLOCKING TO 5�LL OR TOP PLATE(FACE-NAILED) 3- Gd EACH BLOCK LAND N o F ❑F-' ECK FLO R f' IMPROVED B. ALL ENGINEERED LUMBER SHALL BE A5 INDICATED ON DRAWINGS, AND SHALL BE INSTALLED, CUT ;�°sr Or.RFD BEAM BEAM(TOE-NAILED) 3.16d EACH Jolsr Y AND DRILLED IN ACCORDANCE WITH MIANUFACTUREK5 REQUIREMENTS AND SPECIFICATIONS. NAILED) 3-8d PERJOI5T W I---------- 1 ��flfji tf3P�1-- --------------- L_ C. ALL SHEATHING TO E APA RATED, EXPOSURE I, THICKNESS AS INDICATED. BAND Jo!5T To 05 (END-NAILED) 3-1 Gd PERJ015T 1, r'�I I V S C A L V A pp \ - i, SAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-1 Gd PER FOOT Y D. ALL SUB FLOORING TO BE APIA RATED STURD-I-FLOOR, EXPOSURE 1 , 3/4' MIN. THICKNE5. PROP E�A Dl IONS �������� ❑G f'OTE: PUBLIC WATER OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER ROOF SHEATHING M F 1 ;�A STOCKHOLM C K H L M w NEW /'�, ' ��^� ��� E. ALL HEADERS 6-O" AND I- ' `� ^ y`. JLRVICE TO HOUSE THESE PLANS ARE AN INSTRUMENT OF SrRUCURAL PANELS gd (TABLE 3.8) E[_� 1 ��`i PROP SED' - ' WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MIN. OF (2)2"x8' OR AS SHOWN ON DRAWING. DIAGONAL BOARD srlEArrnNG !w.F 1 R E Y U D A L L ASPHALT I \ ^,. y ^'\� �+ AND NEIGHBORS SERVICE AND ARE THE PROPERTY OF THE F. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.5. CODE DRIVEWAY i� � �'^^ REMOVE 87.3 SF xG°OR 1°x8' 2-8d PER SUPPORT \ ARCHITECT. INFRINGEMENTS WILL ORAS NOTED @ 8'-0" O.C. MIN.. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOF. 1"A1O"OR WIDER 3-8d rERSUPPORT _❑T IMPROVED ;I ��' ^ OF EXISTING DECK BE PROSECUTED AIRS ETC. OR AS NOTED ON DRAWINGS. G. PROVIDE DOUBLE FRAMING/ROUND ALL OPENINGS (ST ) CEILING SHEATHING f IN AREA SHOWN t I•„ v 1 H. PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS ORAS NOTED ON G7I sIJM WALLBOARD sd coolers "EDGE/ 10"FIELD D �� zoT7 ALL RIGHTS RESERVED O NOTE: PUBLIC WATER DRAWING. WALL SHEATHING `� I. ALL PLUSH WOOD CONNECTIONS 511ALL BE FASTENED WITH RATED GALVANIZED METAL 5TRUCURAL PAIEI_ 8d (TABLE 3.9) SERVICE TO HOUSE = Q ST / 1T IS A VIOLATION OF THE LAW FOR ANY PERSON, OF A CONNECTORS BY"SIMPSON" OR APPROVED EQUAL. FIBERBOARD PANELS AND NEIGHBORS �� ����\ ✓ . „ / J. NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2"xG" STUDS 7/IG^ ed 3^EDGE/G"FIELD D I NAGE CALCULATION: LICENSUNLESED DARCHITECT, RCACTINTELT,UNDETHE DIRECTION MO I R NAILS SHALL BE GALVANIZED. SEE 25/32" 8d 3"EDGE/6"FIELD - LICENSED ARCH ITECT,TOALTERANYTTFMON SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE. ALL EXTERIOR GYPSUM WALLBOARD 5d C001ers 7TDGE/ 10"FIELD `r (L ', THIS DRAWING 1N ANY WAY. ANYAUTHOR[7.F.D ATTACHED NAILING SCHEDULE. HARDBOARD 8d (TABLE 3.9) �� G w'P(� / tr y _ ONE 1 : 1 02 1 .0 SIC X O. 1 7 I 73•G liP DESCALTERATION IBED IN UST BE ACCORDANCEND K. PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4" O.C. EXTE810R EDGE5 AND Gd NAILS @ 1 2" PARrcALBOARD PANeIs 8d TABLE s.9> '� ., CP •Yf DESCRIBED INAccoRDANCEwtTH THE LAIN. cv ���i ,- (� PROVIDE ( I ) 8'DIA x 4'OD DRYWELL ( I 90. I CF EACIH) O.C. INTERMEDIATE. SEE ATTACHED IIAILING SCHEDULE. DIAGONAL BOARD SHEATHING D L. ALL INTE=RIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. INOOR 1'48^ 2-8d PER SUPPORT ^eED r �� CP M. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE I"xI0'ORWIDER 3-8d PER'5UPPORT EASE �� ow 0 / / Ot�7�RETE CP �, c� ZONE 2: G I G-.7 SF x 0. 17 = 104.8 CP Robert I. Brown TYPE CONNECTORS BY '51MF5ON" OK APPROVED EQUAL. FOR TIMBER PILE FOUNDATION5, PROVIDE FLOOR SHEATHING MENT �� WASHOUT Cr _� PROVIDE ( 1 ) 8'DIA x 3'G11D DRYWELL ( 147.8 CF EACH) HURRICANE CUP5 AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. 5TR000RAL PANELS _ Architect, P.C. "OR LESS 8d G"EDGE/ 1211 FIELD AREA � 5. ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS, WITH ARGON GAS, IMPACT RESISTANT AS GRFATeRrHAN !" oa 6"EDGE/G"FIELD ZONE 3: 863.4 5r x 0. 1 7 = 140.8 CF CP �,� 205 Bad Ave: Greenport NY REQUIRED. DIAGONAL BOARD5IEATHY:G ATER "r , , in o@rlbrownarchitect.com G. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS, I V7 OR I,x8" 2 9d PERsuPPORr 10' METER / PROVIDE ( 1 ) 8 DIA x 41D DRYWELL ( I 08.9 Cr EACH,) N 10"OR WIDER 3-8d PER SUPPORT 7. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51/AF/* PA WCFM-1995.(SEE NAILING EL. 12 TEST HOLE �" SCHEDULE) � LOCATION ,,r/ DRIVEWAY: 103 I .7 SF x 0. 17= 175.4 CF 631-477-9752 8. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED RIDGE 5TALLAGWG tE55ARY VIDE FIL As PROVIDE ( I ) 8'DIA x 4'G-" D DRYWELL ( 190. I CF EACH) MEMBRANE. NSTAL AnoN < EL 8. I ' / IDLE TENSICI!STRAP ✓r CC,FNEP STUD 9. FLASHING AT ROOF CONNECTIONS, VALLEYS, CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. ENL'.^ALL `°"IJE E°T' �� O COVER = TRANSFER S11fNR \\\ 10. STEP FLASHING SHALL BE USED AT ALL INTER OF SLOPED AND VERTICAL SURFACES, EXCEPT = 2115dCOMl.10:1 D �oO / NEW SEPTI SYSTEM STEP FLASHING AND COUNTER- AND CAP- FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND "AIL-" 6'OC 3/ �e .1DGE -PD ",y. -< / 2�n E NEW G DE - -. _.... ..._.•._._......-..._... 18'-o'MAX. Certo c. CHIMNEY, AND ROOF AND WALL5. _ ATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE c OO.OOH °r' DOW 1 1. INSULATION SHALL BE B M ( _ TIONS FOR PRE-FORMED - FEJ SEAT ING TO THE SPECIFICA LASS BATTS CONFORM oro 12 ib. DENSITY FIBER G 1 2 / O15TNA11GER LL a 24 GRAD PER.WFcssgc A E CORNER E� LAS -P I. I b-70. CLOSED-CELL SPRAY IN FOAM INSULATION 51TE y INSULATION. NAAMM 5TANDA.D S WooDBEAM FIBROUS GLASS � ' 1 •w ' PR,GVIDIU��6 EA.HC'COMMON NAILS E L. 8.7 � rE G •-4... RDS .V !� 4•• NGS. sT ICATED ON DRAWL IN 120 D FAETE TWIN RAPS O :' a.•; - x APPROVED EQUAL SHALL BE PROVIDED AS IND BY ICYNENE OR ' `: -' "'x ,i• .� .. (R-G-.5 PER ) `' HOLDDOWN � w`• •'• •• uu 12. NEW INTERIOR DOORS SHALL MATCH EXISTING. FOR 12GMPNFASTESTw1NDSPEED. f CR055 SECTION END VIEW A;'VIErED 42" P-O' SCALE: I" = 20' TI / �F - X: L HARDWARE SHALL MATCH EXISTING. / ,/ � �0. �( ���� �`•�'•"�""'�''��"���• "r• " - w~ 1 3. NEW HA f A 1_BE EASED EDGE TYPE, CONFORMING TO ASTM CSG, AND SHALL BE SH l O ��. SFr('( r �k �F � � � �• �..:..1," s"nnlni: 14. GYPSUM BOARD � �/ ' r' "5HEETROCK SW" BY U.S. GYPSUM CO. OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE 1/2" 15. ALL NEW AND REPAIRED GYP. BOARD SHALL BE TAPED AND 5PACKLED THREE (3) COATS. ALL EXTERIOR CORNERS SHALL HAVE METAL CORNER BEADS. O� O I G. PROVIDE 4' OGEE ALUMINUM GUTTER5 AT ALL ROOF EAVES TEST HOLE DATA PERSPECTIVE VIEW CLIENT/OWNER DATED: I I OCTOBEK, 2017 �' FIN15HE5 1 . NEW WOOD FLOORS SHALL BE N0, 3, 4"WHITE OAK, SAND AND POLYURETHANE, 3 HIGHEST RECORDED GROUNDWATER I STUART AND JOYCE 1 EXISTING. 1 36" MINIMUM 2 x 2 COATS, TO MATCH E 2. EXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHED. PoovlDEa,eecOMMONNAILSINEAChEND Of I-1/4'R EL 8' I NEWM N 3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN DARK BROWN LOAM OL BEARING GSLAB.ST FENCE POST 20 GAGE S1 RAP FOR LA*FRAC/SHEAR CONVECTION CONCRETE TRAFFIC AT RAFTER CONNECTION(TERES 3.38)WFCM-1995 BEARING SLAB. SET ADHESIVE. - °R IZOMPH FASTESTw:NDSPEED I WOVEN WIRE FENCE 4. EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED GRASS SHOULDER ER EQUAL, APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND DROWN CLAYEY SAND SC AREA. TYPICAL GRADE� (6 x 6 - 10/10 WWF) PROJECT TITLE RECOMMENDATIONS. COLOR TO BE SELECTED. cRAOE Z_ 5. EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK 511ALL EL 2.7' 5.4' III - FILTER CLOTH ADDITIONS AND BE CLEANED AND REPAINTED, OR COVERED WITH MA50NIITE PANELING TO BE SELECTED. - ILII III NEW GYP. BD. WALLS AND CEILINGS SHALL BE SEALED AND FAINTED, PAINTING SHALL BE IIIA- N RENOVATIONS TWO (2) COATS BENJAMIN MOORS AQUA PEARL LATEX PAINTED, COLOR TO BE °°° WATER. IN BROWN CLAYEY SAND SC 'Y'"`a' '' ' •Y S�OpF 56425 ROUTE 48 - SOUTHOLD, NY 11971 SELECTED oI,T G. INTERIOR Tf:IM SHALL BE SANDED SMOOTH, PRIMED, AND FINISHED WITH TWO (2) [33 COATS BENJAMIN MOORS LATEX ACRYLIC SEMI-GLOSS FAINT . 9' 0 ®® ® EMBED FILTER CLOTH _��OE °®®m® CLEAN .AND& MIN. 6" INTO GROUND - _ Z) DRAWING TITLE o®®®® I �. � �! F,,orlr)f A•g„CCI,,".!-N NAI'S 1P11101 FID OF i I/C'r c - 'E"TI V IlJ 20 GA,,.�i RAP(a RO J TO wA�LI.,IkALL To WALL,ANL) 6'DIAMETER x(VARIES) T I . PROVIDE ALL. LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND SERVICES wnuT P°u"n;,n oNn::T'o'.',(T^',E33°, PRECAST CONCRETE 4 SITE PLAN FOR 1°0 MFH CIN,.SPEEf' LEACHING RING. I NECE55AKY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES 4 = � 00 AS REQUIRED 13Y THE DRAWINGS AND SPECIFICATIONS AND THE RESIDENTIAL CODE GROUND NOTE: flQouN GENERAL NOTES WATER', IN PALE BROWN FINE TO COARSE SAND SC WATER I}�= MAXIMUM DRAINAGE AREA OF NEW YORK STATE 201 5, OR REASONABLY IMPLIED A5 NECESSARY TO COMPLETE ' 4etA /11 TO WORK. =11111 1/2 ACRE / 100 LINEAR FEET 2. PROVIDE WELL-MCLAIN GV90+5 WALL MOUNTED GAS BOILER, 1 35,000 BTU/H, 9 1 .4% AFUE OR APPROVED EQUAL, TO REPLACE EX15TING BOILER. F1O°R CLEAN SAND GRAVEL 3. PROVIDE (1) RHEEM RA I G 3.5 TON COMPRESSOR AND (1) RHEEM RA I G I TON °I SECTION DETAIL SCALE n Feb.zoi9 i°=zo' COMPRESSOR, OR APPROVED EQUALS FOR NEW ZONES. 4. PROVIDE AI'Z-HANDLERS, DUCTWORK, AND CONTROLS A5 NECE55AP TO WATER ENCOUNTERED 5.4' BELOW SURFACE 3'-0"Mm. _8'_-0"Dia. 2'.0"Min. SILT FENCE DETAILS DRAWING NO. COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. AT EL 2.7' ` Typical Section Leachin a. g Pools Scale : NTS SCALE:NTS PLUMBINGUPLIFT CONNECTIONS 1 . PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION, EQUIPMENT, AND SERVICES 1. NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS C 0 N N E C T I 0 N 5 D E T A I L AND 5PECIFICATION5 AND THE RESIDENTIAL CODE OF NEW YORK STATE 2015, OR REASONABLY IMPLIED AS NECE55ARY TO COMPLETE THE WORK. q ISSUES/REVISIONS a , m ❑ ❑ o 0 0 0 1 { EXISTING BASEMENT rR C1111VINEY AND FIREPLACE TO BE FILLED TO MASONRY TO REMAIN p LEVEL OF LOWEST Ads PERIMETER GRADE Y EXISTING CRAWLSPACE TO REMAIN p v g FILL TO LOWEST GRADE, COVER FILL July 14,2017 PRELIMINARY WITH 2" JFOURED CONCRETE SLAB 30 OCTOBER,2017 SMARTVENT FLOOD FLOW-TI-IRU a 1540-5 10 (5 ea TOTAL) IOCATIONS APPROXIMATE DEPENDING ON CONCRETE BLOCK SPACING d SERVICE AND ARE THE PROPERTY OF THE THESE PLANS ARE AN INSTRUMENT OF A� < �� 1 BE PROSECUTED INFRINGEMENTS WILL 2017 ALL RIGHTS RESERVED 4 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON PROPOSED CRAWL SPACE PROPOSED CRAWL SPACEV THIS DRAWING IN ANYWAY.ANY AUTHORIZED WITt1 2" POURED CONCRETE SLAB < WITH 2" POURED CONCRETE SLAB I I ALTERATION MUST BE NOTED,SEALED,AND "} DESCRIBED IN ACCORDANCE WITH THE LAW. I- - - - - - - - - - - - - - - - -_- - - - - - - - - - - - �_T Robert I. Brown - - - - - - - - - - - - - - - - - - - - - - -t - - - - - - - - Architect, P.C. PROPOSED GARAGE Zo55 Bax Ave. Greenport NY �`�� inf.o@ribrownarchitect.com SLAB ON GRADE �i - --1r- -Ir . E 631-477-9752 - _ I -HI I I ❑ I I ❑ I I ❑ I I ❑ --}- � J -J L — L — J .�'' �.,:.b'�v �..-,.�.«.- _�,�.-�.,-„-�-�.-e.-....n.�....�n.�n,-w..w....���.��ea...-:�.�•n-�,�.-.- ,.-«.«e,.-�....-n�-,.�.-µn.�-�..e.-�.�,�¢. .., .-�..�.�.-�._,� � �---�- N ( 30"x 30"x 12" POURED �! — 30 x 30' x 12' POURED ( N } CONCRETE FOOTING CONCRETE FOOTING MINMIUM 3'-0" BELOW MINIMUM 3'-0" BELOW { GRADE ON UNDISTURBED GRADE ON UNDISTURBED I $ SOIL SOIL ti n I I d CLIENT/OWNER 5 z STUART AND JOYCE a NEWMAN a....«<w.Fh+^. A-.he... :A ..A..b.I....nA,.w0...✓..M...0.M^w.-^....,.o...n.^w...nM...�«�+�..e^aa.ort-,.^w.»'^. r'a...n..0...hhAe..e'�..M.•e..+w.h.✓..+,,., PROJECT TITLE ADDITIONS AND RENOVATIONS FOUNDATION PLAN A SOUROUTE 48 THOLD, NY 11971 SCALE: 1/4" = 1'-0" DRAWING TITLE \ EXISTING EXCEPT AS NOTED FOUNDATION PLAN 4 DECEMBER,2017 SCALE 22 JANUARY,2019 1/4" =1' DRAWING NO. ISSUES/REVISIONS FINISH SCf1EDULE DOOR SCHEDULE WNDOW SCHEDULE No. ROOM FLOOR WALLS CEILIFIG BASEMOLD CEILING MOLD NOTE5 No. LOCATION 51ZE TYPE MAKE SWING HARDWARE NOTES MODEL 51ZE TYPE LITE5 QUANTITY NOTES FIRST FLOOR EXTERIOR A TW 2104G 30"x 4'9' DH G OVER I G 101 FLYER WOOD Y"GYPSUM BOARD,PAINTFD GYPSUM BOARD I FRONT ENTRY 3'0"x 08" LH LOCM SET B TW 2436 2'G°x 3'9" DH G OVER 4 102 GREAT ROOM WOOD Y"GYPSUM BOAF'D,PAINTED GYPSUM BOARD 2 GARAGE ENTRY 2'G"x G'8" LHR LOCKSET B I TW 243F; 2'e•"x 3'9" DH G OVER. 1 2 TEMPERFD 51_ASS 03 HALL WOOD Y"GYPSUM BOARD,PAINTED GYFSUM BOARD 3 I"1A5TER BED ENTRY 1 1'9"x G'8" PWG 120G5-4 ANDERSEN LOCY,5ET 20 MIW FIRE RATING C C 13 2'1"x 3'1 CASEMENT 4 OVER. I TEMPERED GLASS,GRILLE PATTERN TO MATCH DOUBLE HUNG 104 BEDROOM WOOD Y"GYPSUM BOARD,PAINTED GYPSUM BOAED 4 BALCONY 1 1'9"x 08" FWG 120G,5-4 ANDERSEN LOCKSFT D CX 13 2'8''x 3 1" CASEMENT G OVER I I GRILLE PATTERN TO MATCH DOUBLE HUNG 105 CLOSET WOOD /•"GYPSUM PDAP,D,PAINTED GYP;-,L-IM BOARD I OG BATHROOM CERAMIC TILE Y"GYPSUM BOARD,PAINTED G)'I 5UM BOARD INTERIOR 5 BASEMENT 2'G"x G'8"x 13/b' TRUSTILE LHR PASSAGEi SELF-CLOING 20 MIN. F'RE-RATED NOTE: ALL WINDOWS TO DE ANDERSEN 400 SERIES 107 SOUTH HALL WOOD y"GYP_UM 50ARD,PAINTED GYPSUM BOARD IPROVIDE SCREENS FOR ALL WINDOW5 108 LAUNDRY WOOD Y"GYPSUM BOARD,PAINTED G7I'_UM E)OARD N/A N/A G HALL CLOSET 4'0"x 08"x 13/- TRU5TILE PAIR DUMMY 09 CLOSET WOOD Y"GYPSUM BOARD,PANTED GYPSUM BOARD N/A N/A 7 HALL CLOSET I'10"x 08"x 1 y/j' TRU5TILE LHR PA55AGE 110 BATHROOM CERAMIC TILE Y"GYPSUM BGARD,PAINTED GYPSUM 50ARD N/A N/A 8 HALL CLOSET 110"x G'8"x I/" TRU5TILE PER PA55AGE III BEDROOM WOOD Y"GYPSUM BOARD,PAINTED GYPSUM 50APD 9 LAUNDRY ROOM 50"x G'8'x I%d' TRU5TILE PAIR DUMMY 112 GARAGE SLAB Y°GYPSUM BOARD,PAINTED GYPSUM BOARD 10 BATHROOM 2'0),08"x 1 Xy" TRU5TILE RH PRIVACY 11 BEDROOM I 2'G",,08"x I%' TRU5TILE LH PRIVACY 201 LOFT WOOD Y"GYPSUM BOARD,PAINTED GYPSUM BOARD 12 CLOSET 5'0'x 08" x TRU5TILE PAIR DUMMY 202 CLOSET WOOD Y"GYPSUM 50AR.D,PAINTED GYPSUM BOARD N/A N/A 13 MASTER BED 2'51'x G18"x I%' TRUSTILE RH PRIVACY 203 BATHROOM CERAMIC TILE Y'GYPSUM BOARD,PAINTED GY75UM BOARD 14 MASTER BATH 5'G"x 08"x I%" TRU5TILE PIH PRIVACY 15 CLOSET 2'8"x 08"x I3/" TRUSTILF LHR PA55AGE IG CLOSET 2'e"x 08"x 13/5 TRU5TILE LH PA55AGE 17 MFR 2'G"x G'8"x 13/" LH PA55AGE 5ELF-CLO51NG, 20 MIN FIRE-RATED HANDRAIL TO BE ❑ EXISTING DECK STRUCTURE CENTERED ON DOOR TO REMAIN 15 LOFT CLOSET 2'0'x 08'x I%" TRU5TILE LHR PA55AGE VERTICAL RAILS REMOVE AND REPLACE DECKING O 19' LOFT BATH Cl.2' x G'8"x I%;' TRUSTILF RH PRIVACY K, ' WITH q"X 6°TREX OR APPROVED !� ❑ EQUAL. REPAIR STRUCTURE AS 20 ATTIC 2'0x 08"x I%''' TRU5TILE RH PA55AGE NECESSARY NEW " HANDRAIL >... EX15TING DECK TO REMAIN �` ❑ w__ REFRAME FOR EW WINDOW1 _ ;{' RAISE EXISTING SLIDING DOOR TO RAISE EXISTING SLIDING DOOR TO 6NEW FLOOR HEIGIT. PROVIDE NEW 3.. NEW FLOOR HEIGHT. PROVIDE NEW I �,j OPENING E TING � : _ s WIN 9 HARDWARE HARDWARE REPIdAME FOR NEW D W IN 1 y, PROPOSED LANDING w If G P 1 . a. ." �-:._ =.ti.�,a,. -:�•. ,.r."� SIN OPENING I MODIFIED KITCHEN � # RAISE FLOOR LEVEL TO EL. 1 3.2'TO I z f f _.' ., ,- t'3 COMPLY WITH FEMA E31'If c , w SEE KITCHEN {' REQUIREMENTS. BFE 1 1 .0', SO f } i r CONTRACTOR PLANS e ° 0 1 FLOOR WILL BE MIN. 2' ABOVE 151'E. {' v ❑ SEE SECTIONS FOR ADDITIONAL (� _ •• �` INFORMATION ' _I ~® 21 SEPT.,2018 # SRN i. , u 22 JANUARY,2019 1j ,_ ._r 4 ..�..m.....V:,.,..... .,.1•_. MASON TO REPAIR d_l (D p_. EXISTING DAMPER A O AND FLUE X I 4 DECEMBER,2017 Lu O July 14, 2017 PRELIMINARY ` 1 EXISTING LIVING ROOM I 30 OCTOBER,2017 ;) MODIFIED MASTER BEDROOM 11 30" REFR (2) 13/4" x 1 1 /4" REFRAME EXISTING MASOPJITE PANELING 2.0E MICROLLAM LVL DOORWAY ON THIS WALL FLU`�' ':VITH CEILING " I REMOVE EXISTING P, IN waORM TO THIS AREA TO CONE THESE PLANS ARE AN INSTRUMENT OF SIDYARD SETBACK SERVICE AND ARE THE PROPERTY OF THE I FUR EXISTING WALL ARCHITECT. INFRINGEMENTS WILL I - 1 TO MATCH NEW 2xG 1 ... REQUIREMENTS , - � BE PROSECUTED T CONSTRUCTION IN: 7, _ ( THIS AREA I " _ n SONIT PANELING 2017 ALL RIGHTS RESERVED UNDE�STAIR CLOSET0 - '30 _ ' r SH • ER r ! I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 3 UNLESS ACTING ER THE IRECTION 1 "' ; I LICENSED ARCHITECT,TO ALTANY[TEMFON THIS DRAWING IN ANY WAY. ANY AUTHORIZED AN_F�W STAI,a : ; 8" ELF MODIFIED BEDROOM 30 TOWEL AB(� E 24" ALTERATION MUST BE NOTED,SEALED,AND LY �" BAR NI 1 I r��-1 DESCRIBED IN ACCORDANCE WITH THF,LAW. LUN: " LO TOW LAUND ROOM iRISERS: 15 BA o - Robert I. Brown y $.. _ - - - = = - - - - = - - - - - - - ! Architect, P.C. - _ - NEW CONSTRUCTION CO 20 Bax Ave. Greenport NY cel info@ribrownarchitect.com m " l = 1 �I UP 631-477-9752 MA50NITE PANELING 1• 90' I 1 ( i i ® — -- --- ----- EXISTING CONCRETE PROVIDE%" FIRE RATED GYP. BD. ON 4 S ON THIS WALL I r € PAD TO REMAIN WALLS AND CEILING �� NEW 6C 3 SHELF `Y PANEL LO PRO IDE d 0 PROPOSED I-CAR GARAGE _ .�_. - "" "' ✓ FIRE TED GYP. I TOILET v` t. . J BD. N WALLS 'PROPOSED PORCH PROVIDE 4" REINFORCED --- _, NOTE: l AND CEILING RAISE ALL EXISTING ',r POURED CONCRETE SLAB FLOOR ON SLEEPERS TO BE LEVEL i, _,.. „a. . ._ . . . WITH FINISHED FIRST FLOOR HEADERS TO G' ABOVE ELECTRIC RADIANT HEATING NEW WALL CONSTRUCTION r <, NEW FINISHED FLOOR t, MAT IN GARAGE SLAB I 5 EXISTING WALL CONSTRUCTION AIR AN { I (\til ^_ ,� :_..Y._ I-� � ---' •w..,........ �,I� '�S'..� i �f ° r_rRO YDE CEMENT BODER BOAh'�GJ FLOOR { 4 I CLIENT/OWNER NEW 2x4 EXT RIOK CONSTRU TION STUART AND JOYCE 3/,” SPRAY-IL,�CLOSED CELL 1 INSULATION ( -22) W H TER _ A'l J SIDING TO MATCH EXISTING .__._�. - __~�M..�___ _ __. . _.._.. _ _ _ NEWMAN 4 PROJECT TITLE ADDITIONS AND RENOVATIONS cv ~- _ . 22' _ __ _._._ 1, 56425 ROUTE NY 1197 1 :f .A....a._•e...e......-w...�...,,•...n»n...e.• ..,,-.,.K.�-v�_r,..•......�✓.�e,...«..a..�...„^w.. I.,....�..^„,.^..•....+.....«....:v.,....•......�. ...,.`......•..a.�.✓....«. .�..n.,.•�..Mn,..r_.�.••o....,_..�...•...._�....•�.....,..a...�..«.-ro....�..�...,�..�.,».•:' —�= DRAWING TITLE 1 ; FIRST FLOOR PLAN F I f QST F LOOK PLAN SCALE \\\�. 11 Feb.2019 1/4"=i DRAWING NO. SCALE: 114" = 1'-0" EXISTING EXCEPT AS NOTED ISSUES REVISIONS PROVIDE4 X G-TREX OR APPROVED EQUALDECKING OVER EFDM iv ROOFING MEMBRANE. 3x8 EXPOSED COLLAR TIES r, -—-—-—-—-—-—-__-—- NOTE: NOTE: PROVIDE WINDOW PROVIDE WINDOW SHADES AND 51-1ADE5 AND SCREENS FOR j SCREENS FOR 4 DECEMBER,201 SKYLIGHTS 7171- 1 7375-1' 7T-xSKYLIGHTS VELUX V5-CO4 SKYLIGHT VELUX V5-CO4 5YLIGff'd 0`1 ABOVE AbC)V'- July 14,2017 PRELIMINARY PROPOSED LOFT 30 OCTOBER,2017 FA k UNFINISHED ATTIC 7 -7-75 EXPOSED COLLARTIE5-- C'!/N I f 11 'CAThEQRAL CEILING i THESE PLANS ARE AN INSTRUMENT OF VVV SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED I------- I------ 2017 ALL RIGHTS RESERVED 3i IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OFA &-0" FLAT GYP 8'-0" FLA'- GYP LICENSED ARCHITECT,TO ALTER ANY ITEM ON 13D CEILING 15D CEII-Ir G THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 4`, Robert I. Brown Architect, P.C. ... .......... 205 Bay Ave. Greenport NY info@ribrownarchitect.com 1 631-477-9752 71 V CLIENT OWNER SECOND FLOOD PLAN STUART AND JOYCE NEWMAN SCALE: 114" = 1'-0" EXISTING EXCEPT AS NOTED PROJECT TITLE ADDITIONS AND RENOVATIONS 56425 ROUTE 48 SOUTHOLD, NY 11971 DRAWING TITLE SECOND FLOOR PLAN 21 SEPT.,2oi8 SCALE 22 Jan.,2019 1/4"=1' DRAWING NO. 4-- L ISSUES/REVISIONS I I I I I SKYLIGHT 5 `'LIGHT I JuIY 14,201'7 PRELIMINARY 30 OCTOBER,2017 I I � THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2017 ALL RIGHTS RESERVED I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown Architect, P.C. I ( 2o5 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 ARROWS INDICATE SLOPE DOWN CLIENT/OWNER STUART AND JOYCE ,,. K00f FLAN NEWMA N SCALE: 1/4" = 1'-0" \ EXISTING EXCEPT A5 NOTED PROJECT TITLE ADDITIONS AND RENOVATIONS 56425 ROUTE 48 SOUTHOLD, NY 11971 DRAWING TITLE ROOF PLAN 4 DECEMBER, 2017 SCALE 22 Jan., 2019 1/4'=i DRAWING NO. ISSUES/REVISIONS :v EXTEND CHIMNEY 2'-0"ABOVE RIDGE 12 TO CODE MT.) MAYBEC FACTORY DIPPED WHITE CEDAR SHINGLE �I I GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES COLOR TO BE SELECTED COLOR TO BE SELECTED 12 %" x 4" VERSATEK TRIM 9 BOARD. PAINTED WHITE M"DI .1 1 1 VERSATEK SILL GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES MAYBEC FACTORY DIPPED COLOR TO BE SELECTED WHITE CEDAR SHINGLE EXISTING DECK TO REMAIN MAYBEC FACTORY DIPPED WHITE CEDAR SHINGLE TT SOUTH ELEVATION SCALE: 114" = 1'-0" 4 DECEMBER,2017 July 14,2017 PRELIMINARY 30 OCTOBER,2017 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2o16 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 22"x 38" GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES VELUX V5-004 SKYLIGHT COLOR TO BE SELECTED Robert I. Brown Architect, P.C. 2o5 ayAve. Greenport NY 12 in?o@ribrownarchitect.com 97 631-477-9752 a^ I' •'.' f � �" �Y GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES COLOR TO BE SELECTED MAYBEC FACTORY DIPPED WHITE CEDAR SHINGLE ? '' 4 CLIENT/OWNER ® ® f --�----- a STUART AND JOYCE NE WMAN PROJECT TITLE ADDITIONS AND pp� ` RENOVATIONS 56425 ROUTE 48 f SOUTHOLD, NY 11971 . �_,..�...�.�...^��...�.. ..�.�_ .,.r,..,..�..,_.��...�.:...w._....a...�^�...�..�,_�.»��,.�..h��.��...•�--�.,�..�. DRAWING TITLE WEST ELEVATION_ ELEVATIONS SCALE: 1/4" = 1'-0" 21 SEPT., 2o18 SCALE 22 Jan.,2019 1/4' =1 DRAWING NO. ISSUES/REVISIONS MAYBEC FACTORY DIF'ED WHITE CEDAR SHINGLE GAF TIMBERLINE LIFETIME ARCHITECTURA SHINGLES GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES COLOR TO BE SELECTED COLOR TO BE SELECTED n� '* NEW 36" HANDRAIL TO CODE (TYP.) c�. n: MAYBEC FACTORY DIPPED WHITE CEDAR SHINGLE NEW30 ND IL TO CO ( YF. HANDRAIL TO BE CENTERED ON DOOR VERTICAL RAILS NORTH ELEVATION SCALE: 1/4" = -0" July 14,2017 PRELIMINARY 30 OCTOBER,2017 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2oi6 ALL RIGHTS RESERVED IT IS A V101ATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED t - ALTERATION MUST BE NOTED,SEALED,AND 22"x 38" MINIMUM 2'-0" ABOVE HIGHEST DESCRIBED IN ACCORDANCE WITH THE LAW. Vit UX V5-CC 4 SKYLIGHT STRUCTURE WITHIN 10'-0" GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES _ TO CODE Robert I. Brown COLOR TO BE SELECTED EXTEND EXISTING Architect, P.C. ( MA50NKY CHIMNEY 201 Bay.Ave. Greenport NY info@ribrownarchitect.com 4 12 631-477-9752 5 MAYBEC FACTORY DIPPED WHITE CEDAR SHINGLE . CLIENT/OWNER STUART AND JOYCE r NEWMAN PROJECT TITLE ADDITIONS AND RENOVATIONS g64255 ROUTE 48 \/ m OUTHOLD, NY 11971 '�^.�n...x....,..,^...•w.T.^-+h...«..R..a.»+...«�..»...,..�...,h...i+.,^..n....n..........:.,-m✓a....:.......:,..h...:^...:.....a...m ...4�....v...,w...* .,r....4«.,a.a.....«...•..,__.'i..«..a.h...a....,....va...r r DRAWING TITLE EAST ELEVATION ELEVATIONS SCALE: 114" = -0" 25 SEPTEMBER,2oi8 SCALE 22 Jan.,2019 1/4"=1' DRAWING NO. ISSUES/REVISIONS 2x 12 RIDGE BEAM GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES CD-X RATED PLYWOOD SHEATHING 1,1 ;,, 12 CD-X RATED PLYWOOD SHEATHING 2x 10 RAFTERS @ I G" O.C. ,,: • 2x 10 RAFTERS @ I G" O.C. 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (R-50) :e �1 1 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (R-50) 4: :. 2x 12 RIDGE BEAM 2x 12 RIDGE BEAM .. :. } ^ e Z.., ." .2a„ da`ro�i• .a- .. :1:_a�. 3l:70- 6.d, ,} 3x8 EXPOSED COLLAR TIES @ I G" O.C. NEW 2xG EXTERIOR CONSTRUCTION 2" CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) SEE DETAIL R-1 5 BATT INSULATION MAYBEC FACTORY DIPPED WHITE CEDAR SHINGLE I BUILD UP ADDITIONAL TOP PLATES AS J NECESSARY FOR 83" CEILING HEIGHT 2x 10 CEILING JOISTS " @ I GO.C. 2x 10 CEILING JOISTS I G" O.C. .DER( @ (2) 2x8 HEADER(TYP.) 1 1 /8"TJI 5G0 @ I G" O.C. 11 NEW 2xG EXTERIOR CONSTRUCTION WHERE INDICATED ON PLANS (2) 2x8 HEADER(TYF.) O 3y2"x 1 17/8" \' (2) �%°x 11'/8' 2" CLOSED CELL SPRAY-IN FOAM INSULATION (K-13) OE PARALLAM L -�� 2.OE PARALLAM PSL - R-15 BATT INSULATION MAYBEC FACTORY DIPPED WHITE CEDAR SHINGLE Fa NEW,;" SUBFLOOR AND 4 FUR EXISTING WALL STRIP WHITE OAK FLOORING' TO MATCH NEW 2xG 2" POURED NEW 2x4 INTERIOR NEW 2x4 IPJTERIOR WITH 3 COATS CONSTRUCTION EXISTING 2x4 CONSTRUCTION CONCRETE SLAB CONSTRUCTION '` g CONSTRUCTION POLYURETHANE FINISH ;< j t, WHERE NECESSARY 3-1/2" CLOSED CELL SPRAY-IN FOAM �� � � ,..- , � ","•t"•,_,,. ^ `<.-��^ w°4- 3 INSULATION R-23. NEW 2"X G"J015-5 EXISTING FINISHED i" NEW FINISHED 2" POURED NEW 2"X G"JOISTS I MAYBEC FACTORY DIPPED WHITE ON TOP OF FLOOR LEVEL. FLOOR ^ CONCRETE SLAB NEW FIRST FLOOR CEDAR SHINGLE EXJSTIJ`C�F{LQQR.. ,,.� .e-�� . •. �� • . �. _�. .. .. �- <__ w e "> •�� , . .�•":- - PIPJ. ELEV. 13.2 ON TOP OF EXISTING.FLOOR - EXISTING FIRST EXISTING FLOOR JOISTS TO REMAIN EXISTING FLOOR JOISTS TO REMAIN ' ° ""' FLOOR FIN. ELEV. EXISTING GRADE VARIES 12.0 EXISTING GRADE VARIES FILL EXISTING CRAWL I I I ILL EXISTING BASEMENT TO LOWEST LEVEFL OF OF FINISHED GRADE FINISHED GRADE —III I I.3/z' CONCRETE FILLED I—III III III III I ( ( III III III NOTE: BUILD UP SILL PLATES IN 4 0 STANDARD WEIGHT STEEL- NEW CONSTRUCTION AREA TO EXISTING CRAWLSPACE III III III III III COLUMN (TYP.) -III III III III III III I I ( I I I ; MAKE NEW FLOOR LEVEL WITH III I I i III III I I I I II III III III i I I III III III III III III < �ISEDFLOOR. � SECTION A III III III III III III III=III III-III III III III III III 1: III SCALE: I/4" = I'-0" 4 DECEMBER, 2017 EXISTINGEXCEPT A5 NOTED ._� "�_ _T._� _ ..NM _ ,..�_.. .^ _ro.._.� -.. �� A.,�.....•. , .",.... �. .. ..... " . w ^.�.. .�:._..^ �_.�, ^:.. �.. _..� ... ........."_.".. �.•... ......... ..,�_�..w.. .e �.•.._,.. ... ..�mM.." r..�..,... .. ..,_.-.. ,... �... r 22 JANUARY,2019 July 14,2017 PRELIMINARY 30 OCTOBER,2017 2x 12 RIDGE BEAM THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2o16 ALL RIGHTS RESERVED u 22"x 38" VELUX V5-CO4 SKYLIGHT IT ISA VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES ,� 12 GAF TIMBERLINE LIFETIME ARCHITECTURAL SHLICENSED ARCHITECT,TO ALTER ANY ITEM ONINGLES CD-X RATED PLYWOOD SHEATHING �1 I CD-X RATED PLYWOOD SHEATHING THIS DRAWING LNANY WAY. ANY AUTHORIZED 2x 10 RAFTERS @ i G" O.C. .a=. +` 2x 10 RAFTERS @ I G" O.C. ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. ..:, 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (R 50) I 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (K-50) 2x 12 RIDGE BEAM 3x8 EXPOSED COLLAR TIE5 2x 1 2 RIDGE BEAM @ 48 O.C. Ai ey Robert I s: ` 4 o-x. .�{:�§s .: ,we��PPr ,.ae3x&�4 ^.....1r^: •.<::,'. «ii"; .. �"y ..... 3 s ,ti.1:.• .<.<ijt' .r., , .,. Architect, P .... . ... .. .. ... P.C. 205 Bay,Ave. Greenport NY - ini�'o@ribrownarchitect.com NEW 2x4 INTERIOR 631-477-9752 ' CONSTRUCTION ( ry �✓ NEW 2xG EXTERIOR CONSTRUCTION _�FW 2xG EXTERIOR CONSTRUCTION INCLOSED CELL SPRAY-IN FOAM �{yl R� bl PP tI C�10 113 TION -1 3) INSULATION (R-13) K-1 5 BATT INSULATION R"t�1�C�� AI T ' CEILING HEIGHT I _1 AYBEC FACTORY DIPPED W�JTff-^C°€DA?�;-IIHN6LE = 1 MAYBEC FACTORY DIPPED WHITE j �.•�..,,• >y+ ^rT, • /`.`, CEDAR SHINGLE PROPOSED LOFT r• ^ j ^ v 1 1 7/8"TJI 5GO @ I G" O.C. (2) Z/2"x 1 17/6" (2) 3%2'x 1 17/6" 2.OE FARALLAM L 2.0E PARALLAM PSL �� EXISTING 2x4 CONSTRUCTION _ 3-1/2" CLOSED CELL SPRAY-IN FOAM i INSULATION R-23. rI(~< --- �,w-,' 4 � EXISTING 2x" 3-1/2" CLOSE4 CONSTRUCTION �`., ,i NEW 1" SUBFLOOK AND ZD CELL SPRAY-IN FOAM14 INSULATION R-23. \ MAYBEC FACTORY DIPPED WHITE STRIP WHITE OAK FLOORING" \ CEDAR SHINGLE ^- "�-� u_.„ -. R � - ( WITH 3 COATS MAYBEC FACTORY DIPPED WHITE CEDAR SHINGLE POLYURETHANE FINISH 2" POURED NEW FIN15MED 2" POURED NEW 2"X G"JOISTS CLIENT/OWNER CONCRETE SLAB FLOOR �� CONCRETE SLAB f' ON TOP OF NEW FIRST FLOOR >�-�. •_ •,�-m "� .. $ z. EXISTING FLOOR FIN. ELEV. 13.2 D M IFIED MASTER BINGROOM REPLACE DECKING STUART AND JOYCE EDROOM M2�t91FJFd�(CITCHEN- EXISTIN LIV � EXISTING DECK TO REMAIN NEW MAN REtv1A1N - �,--. :•..�-��..�.� -�--,-�.",-.•-^`,-,.-^"--`�-v-�.<•.-m„E�ClST1NG.Fl.QOR,.�I.Q.IS.��..TQ..RI�Mf�I,N -lrX1��JNG..FLQC)[�JQ15TS•.70.. -. . -" .. . . . EXISTING GRADE VARIES , EXISTING GRADE VAR+5 S s ^__... _. i_----=i } 6 i i__m......'_i .iiElL�1....ftXIi5TJNG,.,5ASJ=4�l.1F..�JT i , ' 3 ' ' ' ' �-'-'-' } ' PROJECT TITLE I I._ I I_mm_I I FILL EXISTING CRAWL J .. TO LOWEST LEVEL OF I Imo:',i,. ,�,_ : ...e ..:..� I_—I I j. I ' I_ ,.; I ISI w 1 mm.... 3 ^ i I , FINISHED GRADE ! — _ 4 I____ I I _ {_._ I , .I 16 I;--m ADDITIONS AND OF FINISHED GRADE e .I I_^ —I 1 I I I _ 13 I ..••_,_I I I I — I �.._. -_ 2 RENOVATIONS � EXISTING CRAWLSPACE � -;----� ��---•---• � Ia_�--� I , I I -I I I— _ ( 6421 ROUTE 48 ^. _ II , IIEI -IIIA.III - _ILII- IIII.; . III- :; I=- I �rII �I ; !_ � II- HOLD NY 11971 S ECTI O N B f :I_I I-- I I �:� ; I I W1 I ! � I I i , I l I�I I =I-e _ 1=: � I Imo! I I-=m.l I I�� I- � _Imm I � _I I I•��_��.I=�-=� I �=�_�I 3 I DRAWING TITLE I IJI.._ ! IiI !J SII I : I IIS III l� 1I1 III , I ! SCALE: 114" = 1'-0" S E CTI ONS EXISTINGEXCEPT AS NOTED ....�.�,^.�...a-�....�.,.�,..<,�.. ...�....�.,�":...v.�..�.�", -w,�.�.�.....•�.�",."._�...__..-> .-e ._-... .. ��.,..... ...... ._�. . ,��..,`... .._ .. "... . SCALE u Feb.2019 DRAWING NO. ISSUES REVISIONS GAF TIMBERLINE LIFETIME n,,RCHITECTURAL SHINGLES CD-X RATE[) PLYWOOD SHEATHING 2x 10 RAFTERS @ I G" O.C. 7.51' CLOSED CELL SPRAY-IN FOAM INSULATION (R-50) 2x 12 RIDGE BEAM 2"x 8" CEILING JOISTS @ I G" O.0 3x8 EXPOSED COLLAR TIES NEW 2xG EXTERIOR CONSTRUCTION @ 45' O.C. 2" CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) 2"x 3(5' R-15 BATT INSULATION VE UX V5- 04 MAYE3ffC FACTORY DIPPED WHITE CEDAR SHINGLE N N N N N I N N KYLIGH N (2) 2x8 HEADER(TYP.) (2) 2x 10 HEADER PROPOSED BALCONY 30' HANDRAIL TO CODE (TYP.) GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES PALLETIZED WOOD DECKING OVER CD-X RATED PLYWOOD SHEATHING 12 2 G JOIET5 @ I G" O.C. EFDM ROOFING MEMBRANE. 2x8 PORCH RAFTERS @ I G" O.C. 4 E::--' 3G" HANDRAIL TO CODE (TYP.) ROOF ROOFING TO SLOPE AT I'4`/fT 2x8 LEDGER BOARD I I I 1­E_._ 7 G" NEW STAIR: 1 1 /5"TJI 5GO @ I G" O.C. 2x 10 JOISTS @ I G" O.C. RISE: 7/4" (2) 1314"x 1 17/6" 2.OE (2) 2x5 GIRDER 2xG CEILING J015T5 RUN: 101' MICROLLAM LVL @ I G" O.C. RISERS: 15 r— NOTE: 5ff ff FRAMING PLAN EXISTING 2x4 CONSTRUCTION DWG A 1 0 3-1/2" CLOSED CELL SPRAY-IN FOAM INSULATION R-23. NEW 2x4 INTERIOR NEW 41' 5UBFLOOR AND 4 MAYDEC FACTORY DIPPED WHITE CONSTRUCTION STRIP WHITE OAK FLOORING CEDAR SHINGLE 5"SQUARE COLUMN WITH 3 COATS POLYURETHANE FINISH NEW FIRST FLOOR 2" POURED NEW 2"X G"JOISTS' FIN. ELEV. 13.2 f ON TOP OF CONCRETE SLAB EXISTING FLOOR GALVANIZED METAL STRAP EXISTING DECK TO REMAIN GALVANIZED METAL I N N N N ANCHOR FOR(2)X 10 ,EX I(5T[NGTLbb'R'jdI5T5 Tb REMAIN ­VN N N P.T. BEAM 3 nTF- Ri III n I Ep 4 4 x EXISTING GRADE VARIES "SILLPLATES IN NEV 10" 50NOTU13E CONSTRUCTION �AREA TO MAKE Nffv/" ;FLOOR LEVEL WITH (5"x I G" POURED CONCRETE FOOTING LOO =J�Al� FLOOR. MINIMUM 31-0" BELOW GRADE ONFILL EXISTING BASEMENT UNDISTURBED SOIL TO LOWEST LEVEL Of f INf5HED GRADE 4 DECEMBER, 2017 NEW 5" FOUNDATION WALL ON �,..._I �� 22 JANUARY,2019 CONTINUOUS 6"x I G" POURED CONCRETE July 14,2017 PRELIMINARY EXISTING E3A5MF-NT SLAB TO REMAIN fOOTIN 30 OCTOBER, 2017 SECTION C SCALE: 1/4" =777r- EXISTING EXCEPT AS NOTED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2Ci6 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown 2x 12 RIDGE BEAM Architect, P.C. 20 Bay Ave. Greenport NY GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES in?o@ribrownarchitect.com CD-X RATED PLYWOOD SHEATHING 12 2x 10 RAFTERS @ I G" O.C. 631-477-9752 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (R-50) 2x 12 RIDGE BEAM GAF TIMBERLINE LIFETIME ARCHITECTURAL 5HINGLE5 CD-X RATED PLYWOOD SHEATHING 2x 10 RAFTERS @ I G" O.C. 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (R-50) 2x 12 RIDGE BEAM NEW 2xG EXTERIOR CONSTRUCTION 2" CLOSED CELL SPRAY-IN 7.5" CLOSED CELL FOAM INSULATION (R-1 3) 5FRAY-IN FOAM R-1 5 BATT INSULATION INSULATION (K-5 NEW 2x4 EXTERIOR CONSTRUCTION 312"5PRAY-IN CLOSED CELL INSULATION (R-22) ............... SIDING TO MATCH EX15TING `7 lz ING J015T5 @ ­NG"b':C'.f: 1,:�" UILD UP ADDITIONAL TOP PLATES AS CLIENT OWNER Y NECESSARY FOR 8'3"CEILING HEIGHT (2) 2x5 H EADER(TYP.) STUART ANDJOYCE '- 3Y2" CLOSED CELL 5PRAYrlfi ffC)Al�C INSULATION (K-23) NEW 2x4 INTERIOR NEWMAN MAY[3EC FACTORY DIPPED WHITE CON5TRU(CTION CEDAR SHINGLE PROJECT TITLE NEW 2"X G"JOISTS) ADDITIONS AND N EW f I F,5T f ff JR ON TOP Of tai .2 i ? IjI FIN. ELEV. 13 EXISTING FLOOR I RENOVATIONS L 421 UTE 48 U TU7L _j EXISTING fLO%OR�'jC!5T5A�D INSULATION TO REMAIN PROPOSED GARAGE H LD, NY 11971 "' REPLACE WHERE NECESSARY DRAWING TITLE 777 EXISTING CRAWL5FACE TO REMAIN 4" POURED CONCRETE SLAB w/GxG WWM 8" POURED CONCRETE SECTIONS r. FOUNDATION WALL I(S"x 8" POURED CONCRETE FOOTING SCALE 5ECTION D MINIMUM 3'-0" BELOW SURFACE ii Feb.2019 ON UNDISTURBED 501L 1 1/4" SCALE: 114" = 11-01, DRAWING NO. EXISTING EXCEPT AS NOTED ISSUES REVISIONS --—------- C* '� I II � I _ IJ T) C < F 0 ol < Y4"x 1 17/,31 2.0E MIC LLA LVL Lu Ud I I a- Lu q 0 I I C\j 'x�R I I IN* � ,1 0 -x Fu _»I -2) 13/,"x I 7/6" 2.OE M CRO I,'L Ln PH' )N Cl (2) 3/4"x 1 II 1D 0 L) OE 1\1 CplOILA LVL =X CtIL _LLJ5� WITH EILIrG =LLJ5� Lu x C\1 d d < Ib 1 IIS 0 L u -=- LU 0 0 Ln in Ln Ilk _j 2 ----------------I— LI JUIY 14,2017 PRELIMINARY ><1 30 OCTOBER,2017 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE '� — j ARCHITECT.INFRI BE PROS ECUTEDNGEMENTS WILL 2016 ALL RIGHTS RESERVED ITIS A VIOLATION OF THE LAW FOR ANY PERSON, SECOND fLOOK fKAMING PLAN UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON SCALE: 114" l'-O' THIS DRAWING IN ANY WAY.ANY AUTHORIZED AI.TEPATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown Architect, P.C. 20Bay Ave. Greenport NY in?o@ribrownarchitect.com 631-477-9752 3/2" CONCRETE FILLED STANDARD WEIGHT STEEL CLIENT OWNER COULUN (TYP.) STUART AND JOYCE (2) 13/4" x 9)/ N EWMAN \4" 2.01f MICROLLAM LVL .......... PROJECT TITLE NEW 2'X 5" @ I G OC -_O MATCHIII ADDITIONS AND EX15TING I IG RENOVATIONS 56425 ROUTE 48 SOUTHOLD, NY 11971 (2) 2x8 BEAM FLUSH WITH FLOCK J015T5 DRAWING TITLE (OP,MATCH EXISTING FLOOR JOISTS) FRAMING PLANS 0 El fOUNDATION fISA MING PLAN 4 DECEMBER,2017 SCALE SCALE: 114" = 1'-0" DRAWING NO. EXISTING EXCEPT AS NOTED AM 01 41 ISSUES/REVISIONS 1 t:i I ti{ 13 i 11}71 3� (2) 2x 10 HEADER FOR I I ( I f (2) 2x 10 HEADER FOR SKYLIGHT FRAME SKYLIGHT FRAME JuIY 14,2017 PRELIMINARY 2x 10 KA RS @ I G"O.C. 2x 10 RAFTERS @ I G" O.C. ! 30 OCTOBER,2017 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2oi6 ALL RIGHTS RESERVED '^ b3 IT ISA VIOLATION OF THE LAW FOR ANY PERSON, 2x 10 RAFTERS I G" O.C. 2x 10 RAFT i@ I C. UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON E } + � THIS DRAWING IN ANYWAY.ANY AUTHORIZED E ALTERATION MUST BE NOTED,SEALED,AND =E DESCRIBED IN ACCORDANCE WITH THE LAW, Robert I. Brown Architect, P.C. 20 Bad Ave. Greenport NY info@ribrownarchitect.com E 631-477-9752 2x 10 RAFTERS @ I G" O.C. 2x 10 RAFTERS @ I G" O.C. M ,`: f N j CLIENT/OWNER I\OO f FKAM I N G PLAN- STUART AND JOYCE \��\\ SCALE: 114" = 1'-0" NEWMAN M PROJECT TITLE ADDITIONS AND RENOVATIONS 5564255 ROUTE 48 SOUTHOLD, NY 11971 DRAWING TITLE FRAMING PLAN 4 DECEMBER, 2017 SCALE 22,Jan.,2019 1/4' DRAWING NO. ISSUES/REVISIONS n Y I \ OV171 I / HO' D R I TO SURFACE MOUNTED FIXTURES TO BE DETERMINED I I• R / 0 S \ � GFI�• - = � ��� ' \\ w REFR � 3' db db1 4 DECEMBER,2017 qp — � qp ..e_ qp July 14,2017 PRELIMINARY 30 OCTOBER,2017 qp VENT R \ R \�� / - - \` } S - \ THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE DRYER WASHER ARCHITECT. INFRINGEMENTS WILL ate. ....a....,„..,_;._ .., . I � ��I BE PROSECUTED GFI SD � ,� // RI �� � r 2o16 ALL RIGHTS RESERVED Q I i_ uP 1 VE 2-1 IT IS A VIOLATION OF THF.LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND R-- DESCRIBED IN ACCORDANCE WITH THE LAW. 8 db _ Robert I. Brown S NEW ELEC (5, �� Architect, P.C. PANEL LO -" 20 Bad Ave. Greenport NY info@rlbrownarchitect.com 631-477-9752 PROVIDE ELECTRIC FIRST FLOOD ELECTRIC PLAN I / ., ���` / RADIANT FLOOR P' "-u ❑ ❑ j ��� SCALE: 1/4" = 1'-0" HEAT MAT IN AIR HAN R \ CONCRETE SLAB � I � %ice BOILER + v a"r I \� GHAi:f: \� 1 I S I I CLIENT/OWNER I STUART AND JOYCE NEWMAN PROJECT TITLE ADDITIONS AND RENOVATIONS 56425 ROUTE 48 SOUTHOLD, NY 11971 DRAWING TITLE FIRST FLOOR ELECTRICAL PLAN 21 SEPT.,2oi8 SCALE 22 JANUARY,2019 1/4'=1' DRAWING NO. ISSUES REVISIONS ELECTRICAL LEGEND $ LIGHT SWITCH r— —1 3 = THREE WAY 4 = FOUR WAY 5 5 OUTLET —----------- GFI= GROUND FAULT INTERUPT 220 = 220 VOLT FIXTURE 4 = QUAD OUTLET 4 DECEMBER,2017 LIGHT FIXTURES LOCATED IN COLLAR.TI ESj 5= SURFACE MOUNT PROVIDER R= RECESSED PROVIDE[) ED BY OWN U'CONTKACTOR 5 5 FO WALL SCONCE JulY 14, 2017 PRELIMINARY UNMN15HED ATTIC 30 OCTOBER,2017 CABLE &— NETWORK CABLE L.E.D. LIGHT STRIP ALARM KEYPAD THERMOSTAT THESE PLANS ARE AN INSTRUMENT OF POWER FOR AIR l-'A\NDP, LIGHT FIXTURES LOCATED IN COLLAR TIES VENT SERVICE AND ARE THE PROPERTY OF THE 5 ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED VENT5 2oi6 ALL RIGHTS RESERVED CARBON MONOXIDE DETECTOR FI IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 5 [) UNLESS ACTING UNDER THE DIRECTION OF A OWN SMOKE DETECTOR LICENSED ARCHITECT,TO ALTER ANY ITEM ON iX\-�j THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND 1I-0 DESCRIBED IN ACCORDANCE WITH THE LAW. C Robert I. Brown Architect, P.C. 20Bay,Ave. Greenport NY inPo@ribrownarchitect.com SECOND f LOOK ELECTRICAL PLAN 631-477-9752 SCALE: 114" = '-0" CLIENT OWNER STUART AND JOYCE -N. EWMAN PROJECT TITLE ADDITIONS AND RENOVATIONS 56425 ROUTE 48 SOUTHOLD, NY 11971 DRAWING TITLE SECOND FLOOR ELECTRICAL PLAN 21 SEPT.,2o18 SCALE 22 JANUARY, 2019 DRAWING NO. E2 ISSUES/REVISIONS I FLOOR VENT F� ® FLOOR VENT FLOOR VENT Y3 1 FLOOR VENT FLOOR VENT 1 3 I a i 3 3 j 1 1 RETURN GRILL FLOOR VENT July 14, 2017 PRELIMINARY 30 OCTOBER,2017 I � FLOOR N OR V E T A 1 All 1 � � J � I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE { c� ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2016 ALL RIGHTS RESERVED SD 3 IF� FLOOR VENT i IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A _. _ ._ i LICENSED ARCHITECT,TO ALTER ANY ITEM ON "�I tW THIS DRAWING IN ANYWAY.ANY AUTHORIZED VENT ALTERATION MUST BE NOTED,SEALED,AND NEW ELEC DESCRIBED IN ACCORDANCE WITH THE LAW. PANEL LOC. FI RST FLOOD MECHANICAL PLAN Robert I. Brown \� SCALE: 114" = 1'-0" Architect, P.C. PROVIDE ELECTRIC 20 Bay,Ave. Greenport NY RADIANT FLOOR E into@ribrownarchitect.com HEAT MAT IN AIR HANK 631-477-9752 CONCRETE SLAB i3 i BOILER ` CLIENT/OWNER STUART AND JOYCE NEWMAN PROJECT TITLE ADDITIONS AND RENOVATIONS 56425 ROUTE 48 SOUTHOLD, NY 11971 DRAWING TITLE FIRST FLOOR MECHANICAL PLAN 4 DECEMBER,2017 SCALE 22 JANUARY,2019 1/4"=i DRAWING NO. ISSUES/REVISIONS 3 + 3� f1 CEILING VENT j I UNFINISHED ATTIC 4 DECEMBER, 2017 ------ MY 14,2017 PRELIMINARY o OCTOBER 20> RETURN GR�Ll ; ;. _ ! � 3 , 7 �1 1 3 f AIR t1ANDLER 1 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE CEILING VENT, Ei CEILING VENTI ARCHITECT.INFRINGEMENTS WILL I BE PROSECUTED 2o16 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A SECOND F LO O K MECHANICAL PLAN LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND �\ SCALE: 114" = I -0° DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown Architect, P.C. 20Bax Ave. Greenport NY in?o@rlbrownarchitect.com 631-477-9752 CLIENT/OWNER STUART AND JOYCE NEWMAN PROJECT TITLE ADDITIONS AND RENOVATIONS 56425 ROUTE 48 SOUTHOLD, NY 11971 DRAWING TITLE SECOND FLOOR MECHANICAL PLAN 21 SEPT.,2o18 SCALE 22 Jan.,2019 1/4"=i DRAWING NO. 2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH ISSUES/REVISIONS RES I DENTIAL G EN ERAL NOTES REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE CLIMATIC AND GEOGRAPHIC CRITERIA APPROVED'LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES'AS PUBLISHED BY MISC. GENERAL NOTES THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. GROUND SNOW LOAD 20 PSF (PER FIG. 8301 .2 (5) RCNY5 2015) t rN pnF� I . THIS PROJECT IS RENOVATIONS AND ADDITIONS TO AN EXISTING ONE STORY SINGLE FAMILY 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE WIND SPEED (ULTIMATE DESIGN) 130 MPH (PER FIG. R301.2 (4) RCNY5 2015) FROM TABLE N 1 102. 1 .2 (8402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT 4''� " SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE SEISMIC DESIGN CATAGORY B (PER SECT. 8301.2(2) RCNY5 2015) RESIDENCE, CLASSIFIED ASR 3. ,)�nIv 2. THE HEIGHT OF THE EXISTING BUILDING AS DEFINED BY THE ZONING CODE OF THE TOWN OF PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF WINTE2 DE51GN TEMP I I OF (PER TABLE N 1 101.2) CLIMATE FENESTRATION 5KYUGHr GLAZED CEILING WOOD FRAME MASS WALL FLOOR BASEMENT SLAB CRAWL �' '\ SOUTHOLD. FLOOD ZONE WA (PER FEMA MAP) ZONE U-FACTOR U-FACTOR FENSry�TIN R-VALUE WALL R-VALUE R-VALUE R-VALUE WALL R-VALUE# SPACE WALL ': E��� ���) 1-�'�1 6" SOUTHOLD 15 17'-3". THE PROPOSED HEIGHT OF THE BUILDING 15 2G'-3". R-VALUE DEPTH R-VALUE 4. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ALL PERMITS, FROST LINE DEPTH 3G" D4-_:11-4116- E P ^'11�3.THE TYPE OF CONSTRUCTION IS TYPE V(B). 4 0.35 0.55' 0.40 49 20 OR 13+5 8/ 13 19 10/ 13 10,2FT 10/ 13 Q'f1 -CERTIFICATIONS, LICENSES AND INSPECTIONS ASS REQUIRED BY LOCAL,STATE,AND WEATHERING PROBABILITY SEVERE (PER FIG. 8301 .2(3)RCNYS 2015) U YY VV4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 RESIDENTIAL CODE OF N.Y.S.AND FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE JURISDICTION. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) F� YTHE AF PA WOOD FRAME CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. 5. OWNERS SHALL SELECT AND PROVIDE ALL PLUMBING FIXTURES AND FITTINGS. P: JiL.DiNIa PA.B I C°`NT AT 5. DESIGN LOAD CALCULATION ARE BASED ON: PEP,TABLE301.5 RCNY5 2015 765-1802 8 AM TO 4 Nvi, FOR THE LIVE LOAD: AS PER TABLE R301.4, RESIDENTIAL CODE OF NEW YORK STATE 2015. ELECTRICAL ROOMS OTHER THAN SLEEPING 40 PSI FOLLOIATN!'G INSPcCTiONS: SLEEPING ROOMS 30 PSI FOIL DATION - TWO REQUITED DEAD LOAD: CALCULATED A5 PER R301.3 AS PER RCNY5 2015. 1. FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT,TOOLS, AND SERVICES ATTICS WITH LIMITED STORAGE 20 PSI F' "/` =" s '' SNOW LOAD: 20 PSI GROUND SNOW LOAD (AS PER FIG. R301.2(5)RCNY5 2015. NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW t:)drl?LT i (:. f.TlF/GATlON F FOR POU;iED CONCRETE ATTICS WITHOUT STORAGE I O PSI r WIND EXPOSURE CATEGORY"C", FOR 130 MPH 3 SECOND GUST. ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, BUT NOT LIMITED TO: STAIRS 40 PSI __l-.�D CONTENT E`�ORi 2. ROUGH - FRAMING & PLUMB11N1G CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING, LIGHTING, ;.1 .17 r'.=KATE OF OCCUP/'INCY 3. INSULATION SERVICES, FEEDERS, 015TRIBUTION AND PROTECTION EQUIPMENT, CONNECTIONS TO LOCATION LIVE DEAD DELECT LIMIT APPLIANCES, GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND DEVICES SOLDER USED IN WATER 4. FINIAL - CONSTRUCT ION MIJST 15T.FL. 40 LB. 12 U3GO WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND IslupPLY SYSTEr"CANNOT BE COMPLETE FOR C.O. 2ND.FL. (SLEEP AREA) 30 LB. 12 U3GO AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND ,- of ALL COiNSTRUCT!OiN SNAL L MEET THE ATTIC (NON STORAGE) 20 LB. 10 U3GO INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND EXCEED 2/iD Q. /v 1.+Ef�' REQUIREMENTS OF THE CODES OF NEIN ROOF 20 LB. 15 U3GO ELECTRICAL DISTRIBUTION SYSTEMS. Yom STATE. NOT RESPONSIBLE FOR 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 ELECTRICAL CODE OF NEW YORK STATE, THE NATIONAL ELECTRICAL CODE, NEPA NO, 70-2017 DESIGN OR CONSTRUCT!OPd ERRORS. G. THE ARCHITECT ASSUMES NO R.E5PON5IBILITY FOR THE CONSTRUCTION MEANS, METHODS, (NEC), LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), BASED ON SURVEY BY: TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION (NEMA)AND ANY OTHER r CONNECTION WITH THE WORK. APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT JOHN C. EH LER5 LAND SURVEYOR P�"I�r��IN 1 ,., ,r/,_ ,,�V�IF.:ITE REQUIREMENTS WILL APPLY. '� /' COMPLY WITH ALL CODES OF THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED �OUND CJOR IMPLIED IN THE USE OE=THESE PLANS. 3. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS DATED: I I NOVEMBER, 2017 LABORATORIES, INC. LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY ISLAND Tom:t "4- N:.' ,� NEW YORK STATE & TOWN CODES 7. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. DO NOT SCALE WILL BE INSTALLED. SCTM: 1000-44- 1 -24 N �j DRAWINGS. FOLLOW DIMENSIONS ONLY. 4. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE ZONED: R-40 L AS REQUIRED AND CONDITIONS OF 8. CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN, LISTED,OR SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS 5. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ALL PERMITS, LICENSES AREA: 20,53 6 SF (0.47 AC) II I 1 O.5 5 = nlln A AND INSPECTIONS AS REQUIRED BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, ,A - o Il,v.d ,v".•"I �.:..,.�E01,RD NOTED. CONTRACTOR SHALL FURNISH ALL LABOR, SCAFFOLDING,AND TOOLS NECESSARY TO AND ANY OTHER APPLICABLE JURISDICTION. BUILDABLE (ALL NON-Vy E I LANDS): 20,270.2 SF N 50 48 59 HIGH WATER COMPLETE THE WORK. G. CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES ALONG MEAN $ l TX*1TUUSTEES 9. ALL MATERIAL SHALL BE. INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL TIE LINE 2018, SWITCH. LINE CORD-CONNECTED, DIRECT PLUG-IN,AND BATTERY POWERED ALARMS En-Consultants on March iV.Y.S.OrC AND SPECIFICATIONS. determined by boundary - 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS AND CERTIFICATE OF ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH FEMA FLOOD ZON E AE (EL I I ) OCCUPANCY. SLEEPING QUARTERS ARE LOCATED. Line of Neo HI hWaterb gUG1 to the tid I wetlands to be 7. SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORK H / ( ! STATE AND THE RESIDENTIAL CODE OF NEW YORK STATE,THE NFPA NATIONAL FIRE ^' O D "j°' { y ®� LOT COVERAGE: Cb �BEAC I`"L .,�, DEMOLITION ALARM CODE NO. 72-1593 SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING o I. CONTRACTOR SHALL DEMOLISH WALLS, FLOOR, AND EXISTING ROOF AS INDICATED ON DRAWINGS AND AREA, IN EACH SPLEEPING AREA, AND ON EACH FLOOR LEVEL. EXISTING: \ / ' 'SI- # I ( [ - �lSI_ iS UNLAk°t,°I-UL AS NECESSARY, AND REMOVE DEBRIS. CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND HOUSE: 1 ,357.2 5F G.7% O -1 Iii I CERTIFICATE 2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR N L, I �� ¢�� INSTALLATION OF NEW YOM. BURGLAR ALARMS AS NECESSARY. O p DECKS: G21 .0 5F 3. 1 % �� 3. ALL NEW YORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY A5 POSSIBLE UNLESS � CK REVETMEN � p �� U�C'�1�A�Cl( OTHERWISE NOTED. NAILING SCHEDUL_ CONC/BRICK PAT105: G3.2 SF 0.3% p 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING (PER AF<PA AMERICAN WOOD COUNCIL WFCM FOR (p N EL. 10. DEMOLITION AND CONSTRUCTION. ONE AND TWO FAMILY DWELLINGS 2015 513C HIGH WIND EDITION) BI LCO DOOR: 25.2 SF 0. 1 % 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND JOINT DESCRIPTION NUMBER OF COMMON NAIL5 NAIL SPACING TOTAL: 2 OGG.G 5F 10.2% �` Q RETA!'N STORM WATER RUNOFF TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP, REMOVAL, OR CAPPING OF EQUIPMENT ROOF FRAMING _ _ A' -(URF BUFFER PURSLI,AN7 TO CHAPTER 236 AS NECESSARY. RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER L. I I . J� NO OF THE TOWN CODE. CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER JOIST PROPOSED: CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP FOU N DATIONS CEILING JOINT LAPS OVER PARTITION((FACE-NAILED) 3 EACH IAP NON TU 1. ASSUMED 501L BEARING CAPACITY, 1,500 Ib./561.Ft. RIDGE 5TRAP(EACH END) 2 PER TIE HOUSE: 1 ,8G8.5 5 F 9.2% 2. CONCRETE TO BE PLAIN, REINFORCED, 3,000 p51. -28 DAY TEST. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END m r- 3. ALL NEW FOOTINGS TO REST ON UNDISTURBED 501L. WALL FRAMING DECKS 403.8 5F 2.0% 'f BUSS PLACARDING REQUIRED TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT COVERED PORCH: 177.5 SF 0.9%O v SILT FENCE GENERAL CONSTRUCTION TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d J015T EA.51DE 1. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO STUD TO STUD(FACE-NAILED) 2-1 Gd 24.O.C. EXI5TIN C P OL TO mQ DURING COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS A5 SPECIFIED HEREIN,OR . HEADER TO HEADER(FACE-NAILED) IGd IG'O.C.ALONG EDGES CONIC. GENERATOR PAD: 7. 1 5F 0.0% 4 DECEMBER,2017 REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. BOTORBOTTOM ETOFL ORJOIS TO ,13AN JOIST, 2-16d,3-16d,4-16d PER 2x4,2x6,2x8 RESPECTIVELY TOTAL: 2,45G.9 5F 12. 1 % BE ARAN ON CONSTRUCTION BOTTOM PLATE TO FLOOR JOIST,BAND J015T, July 14,2017 PRELIMINARY 2. FASCIAS, 5OFFIT5 AND EXTERIOR TRIM SHALL MATCH EXISTING. END JOIST OR BLOCKING(FACE-NAILED) 2-I Gd PER FOOT 3. INTERIOR TRIM SHALL MATCH EXISTING. FLOOR FRAMING -0" 0 ----- N ATTACHED DECK ONE 3o OCTOBER,zoa7 4. FRAMING ELEMENTS: J015TTOSILL,TOPPLATETOGIRDER(TOE-NAILED) 48d PER JOIST ALLOWED: 20% '--; i/ ; A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 BRIDGING TO J0I5T(TOE-NAILED) 2-84 EACH END // LAND N/O/F ❑F I \ OR BETTER. BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END 12" W X 24 D D E ---------- co BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-16d EACH BLOCK Z qK 2 I --- --- B. ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS, AND SHALL BE INSTALLED, CUT LEDGE STRIP TO BEAM(FACE-NAILED) 3-I Gd EACH JOINT FRENCH DRAIN WITH D IN PF PO5ED T'""' "'�'� EXISTING Aj JOHN CLARK AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. JolsT ON LEDGE TO BEAM(TOE-NAILED) 3-811 PER JOIST 4" PERFORATEED PIPE C ISP 41 MARIANNE CLARK / 5 COND I-STORY I C. ALL SHEATHING TO BE APA RATED, EXPOSURE I,THICKNESS AS INDICATED. BAND J015T TO JOIST(END-NAILED) 3-1 Gd PER JOIST (n I �o D. ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN.THICKNE5. BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT E. ALL HEADERS G'-CI"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0'AND OVER ROOF SHEATHING LAND N/o/F [IF: DECK j LO R ,r I � A0) L 0 T IMPROVED WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MIN. OF(2)2"x8"OR AS SHOWN ON DRAWING. 5TRUCURAL PANELS 8d (TABLE 3.8) W ;'--------- At�FJI t ' ----+--------; THESE PLANS ARE AN INSTRUMENT OF F. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.5. CODE DIAGONAL BOARD SHEATHING C A R I N S C A L V A bo I '� ' ORAS NOTED @ 8'-O"O.G. MIN.. PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. 1'x6.OR 1'x8' 2-8d PER SUPPORT _ __ SERVICE AND ARE THE PROPERTY OF THE 11 111..G� I N I O'OR WIDER 3-8d PER SUPPORT MELISSA STOCKHOLM 1^ 1\ PROP EC A DI ION :����C Ci NOTE: PUBLIC WATER ARCHITECT.INFRINGEMENTS WILL G. PROVIDE DOUBLE:FRAMING AROUND ALL OPENINGS (STAIRS, ETC.)OR AS NOTED ON DRAWINGS. CEILING SHEATHING NEW ; u�y L ,�� L��i ^� BE PROSECUTED H. PROVIDE DOUBLE. UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON GYPSUM WALLBOARD JEFFREY U D A L L ASPHALT I ti PROP SE \ \\\\\�; SERVICE TO HOUSE DRAWING. 5d coolers 7'EDGE/10'FIELD I \ - _ \ / / WALL SHEATHING DRIVEWAY L\ \\� REMOVE 125 5F AND NEIGHBORS zoi7 ALL RIGHTS RESERVED I. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL SILL SHL PANEL gd (TABLE 3.9) LOT IMPROVED L11 I OF EXISTING DECK CONNECTORS BY"51MP5ON`OR APPROVED EQUAL. FIBERBOARD PANELS n /� , IN ARES"• SHOWN ITISAVIOLATIONOFTHELAWFORANYPEILSON, J. NAILING SCHEDULE SHALL BE AS PER N.Y.5. BUILDING CODE AS A MINIMUM. ALL 2 xG 5TUD5 7/1 G' 8d 3-EDGE/G'FIELD D Qn 2O'_ UNLESS ACTING UNDER THE DIRECTION OFA SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE 25/32' 8d 3TDGE/6'FIELD LICENSED ARCHITECT,TO ALTER ANY ITEM ON GYPSUM WALLBOARDE/5d Coolers 7'EDG10'FIELD NOTE: PUBLIC WATER _u O / ST E I THIS DRAWING IN ANYWAY.ANY AUTHORIZED ATTACHED NAILING SCHECULE. HARDBOARD 8d (TABLE 3.9) SERVICE TO HOUSE K. PLYWOOD SHEATHING TO BE NAILED 8d NAILS 4"O.C. EXTERIOR EDGES AND Gd NAILS 12" 2 / DESCALTERIBED INATION UST BE E WITHTHELA @ @ PARTICALBOARD PANELS 8d (TABLE 3.9) D O � ��' �� C> O.C. INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. DIAGONAL BOARD SHEATHING AND NEIGHBORS r �� 811E ���-� �, D (NAGE CALCULATIONS: DESCRIBED IN ACCORDANCEwITHTHELAW. L. ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER, I NG,OR I'x8' 2-8d PER SUPPORT -I U ����� / M. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE 1'x10"ORWIDER 3-8d PER SUPPORT � �Py . ONE 1 : 917.5 5F x 0. 17 = 15G.0 CF Robert I. Brown TYPE CONNECTORS BY'51MP50N"OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE FLOOR SHEATHING G HURRICANE CLIPS AT ALL PERIMETER J015T5 TO GIRDER CONNECTIONS. 5TRUCURALPANELS C��/ CP �, PROVIDE ( 1 ) 8'DIA x 4'D DRYWELL ( I G8.9 CF EACH) 5. ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS, IMPACT RESISTANT AS I.OP IE55 8d G'EDGE/12'FIELD ^DEED cn �`�� Q� Architect P.C. IAGOGREATER THAN I' I Od WEDGE/G'FIELD �A �� co CP ZONE 2: 513.2 S F x 0. 17 = 8 7.2 C F ' REQUIRED. DIAGONAL BOARD SHEATHING SE/I je O O// RETE CP (� 205 Bay Ave. Greenport NY G. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. I'x,OR 1IX8, 2-8d PEP SUPPORTER 3-8d PER SUPPORT N WASHOUT CP PROVIDE ( I ) G'DIA x 4'D DRYWELL (89.3 CF EACH) f. @ 7. CONNECTIONS SHALL ESE BUILT IN ACCORDANCE WITH ANSI/AF/t PA WCFM-1995.(5EE NAILING info@ribrownarchitect.com rlbrownarchitect.com SCHEDULE) NATER AREA CP ZONE 3: 863.4 5F x 0. 17 = 14G.8 CF 631-477-9752 8. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED RIDGE 1/2'5PACING MEMBRANE. DGE TENSION STRAP ��� 10, ETER PROVIDE ( 1 ) 8'DIA x 4'D DRYWELL ( I G8.9 CF EACH) 9. FLASHING AT ROOF CONNECTIONS, VALLEYS, CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. ENDWAu co""�To EL' 12 TEST HOLE �1 o" TRAN5FER SNEAK 10. STEP FLASHING SHALL.BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES, EXCEPT - ti DRIVEWAY: 980.0 5F X 0. 1 7= 1 GG.G CF STEP FLASHING AND COUNTER-AND CAP- FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND Na o"G°N LOCATION f < EL 8. I ' P VIDE FIL AS CHIMNEY, AND ROOF AND WALLS. OGE � PROVIDE ( 1 ) 8'DIA x 4' D DRYVELL ( I G8.9 CF EACH) �� FD==��� ' J 1 1. INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE �� \� mECE5SARY O COVER 2-1/2 Ib. DENSITY FIBERGLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED OPED SEAT NEW SEPTI SYSTEM tc/ b "' FIBROUS GLASS INSULATION. NAAMM STANDARD Si, I b-70. CLOSED-CELL SPRAY--IN FOAM INSULATION JO15T"��WCDDSEAM CORNER0 � A PER WFCM SEC TABIF 2.4 (R-G.5 PER INCH) BY ICYNI:NE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. IN EACH PROVIDING F 1-1 CO 0GAj5E TR -< /00 , 2p/� E NEW G DE ` RIDGE ` • 1I;x.Qw IN EACH END OF 1-1/4.20 GAGE STRAPS I/'/ X, `` m C. ?,y 12. NEW INTERIOR DOOR5 SHALL MATCH EXISTING. FOR 120 MPH FA5TE5TAND 5PE®. HOLDDOWN T .00H Y(I DOW % 13. NEW HARDWARE SHALL MATCH EXISTING. CROSS SECTION END VIEW '�"�D� 12'"''� M �< L<. 0 14. GYPSUM BOARD SHALL BE EASED EDGE TYPE, CONFORMING TO ASTM C3G, AND SHALL BE 51TE PLAN .D i _ _ 1 f+ :. "SHEETROCK SW' BY U.S. GYPSUM CO. OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE ///��` EL. 8.7' `� C•: 4- • YI'I "` '�' '' .-• } LL a ^r� Nkt, /2" 11 I \\ l l< t, Ir':a-i. ' ,����1::i '• h��: ~LL SCALE: 1 = 20 n / �/ - i -_L..,°a. :.,. -` �L� c,ui ui 15. ALL NEW AND REPAIRED GYP. BOARD SHALL BE TAPED AND 5PACKLED THREE(3)COATS. ALL EXTERIOR TI 1 rr �Fx_: i'.. :.•-_ ;o W CORNERS SHALL HAVE METAL CORNER BEADS. O NOCx ) aF 'F '' `�I`" L _U. I G. PROVIDE 4' OGEE ALUMINUM GUTTERS AT ALL ROOF EAVES aF B"MI CLIENT/OWNER FINISHES 1. NEW WOOD FLOORS SHALL BE NO. 3, 4"WHITE OAK, SAND AND POLYURETHANE, 3 .D STUART AND COATS, TO MATCH EXISTING. TEST HOLE DATA C PERSPECTIVE VIEW JOYCE 2. EX15TING WOOD FLOORS SHALL BE SANDED AND REFINISHED. DATED: I I OCTOBER 2017 3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN 20 GAGE5TRAFF MMONNAIL5INEACHENDOF I-I/4'x NEti'1TMAN AT GAGES TRAP FO N(SHEAR.3B)WFIION HIGHEST RECORDED GROUNDWATER AT RAFTER WALL CONNECTION(TABLE 3.38)WFCM-199 SET ADHESIVE. a FOR 120 MPH FASTEST WIRD SP®. 4. EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED EL 8. I' 36" MINIMUM 2 x 2 EQUAL, APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND DARK BROWN LOAM OL Or THICK PRECAST FENCE POST SLAB. BEARING SLAB. RECOMMENDATIONS. COLOR TO BE SELECTED. CONCRETE TIc PROJECT TITLE 5. EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL I' BE CLEANED AND REPAINTED, OR COVERED WITH MASONITE PANELING TO BATYPICAL E SELECTED. GRASS ADDITIONS AND NEW GYP. BD. WALLS AND CEILINGS SHALL BE SEALED AND PAINTED. PAINTING SHALL BE BROWN CLAYEY SAND SC AREA. WOVEN WIRE FENCE TWO (2)COATS BENJAMIN MOORE AQUA PEARL LATEX PAINTED, COLOR TO BE ruTOR GRADE�__ GRADE (6 x 6 - 10110 WWF) RENOVATIONS SELECTED . DST EL 2.7' 5.4' III _ IIIIII FILTER CLOTH 56425 ROUTE 48 G. INTERIOR TRIM SHALL BE SANDED SMOOTH, PRIMED,AND FINISHED WITH TWO(2) ILII N SOUTHOLD, NY 11971 COATS BENJAMIN MOORE LATEX ACRYLIC 5EM1-GLO55 PAINT . - WATER IN BROWN CLAYEY SAND 5C HVACPROVIDE 8.8d COMMON NAII5IN EACH END OF 1-114'x I�= DRAWING TITLE 20 1. PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION, EQUIPMENT AND SERVICES WALL TO FOUNDATT GAGE STRAP ROOF TO WALL.WALLTO WALL.AND = 13®® ®® WAION CA NNECBLE ONS(TAB3.3B) o m®®® EMBED FILTER CLOTH -wV FOR 120 MPH FASTEST WIND SP®. 1 SITE PLAN NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES 9 17® F C3 13®®® GRAVELANoa I MIN. 6" INTO GROUND AS REQUIRED BY THE DRJ\WINGS AND SPECIFICATIONS AND THE RESIDENTIAL CODE ® GRAVEL z GENERAL NOTES OF NEW YORK STATE 2015, OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE 8 DIAMETER x(VARIES) ,�'. TO WORK. f LEACASTCGNCRETE LEACHING RING. � 2. PROVIDE WEIL-MCLAIN GV90+5 WALL MOUNTED GAS BOILER, 135,000 BTU/H, A a 91.4%AFUE OR APPROVED EQUAL,TO REPLACE EXISTING BOILER. FLOOR WATER = NOTE: 3. PROVIDE(I) RNEEM R?.I G 3.5 TON COMPRESSOR AND(I) RHEEM RA I G I TON '°ST WATER IN PALE BROWN FINE TO COARSE SAND 5C WATER MAXIMUM DRAINAGE AREA SCALE COMPRESSOR, OR APPROVED EQUALS FOR NEW ZONES. 112 ACRE / 100 LINEAR FEET 3 OCT.,zm8 4. PROVIDE AIR-HANDLERS, DUCTWORK, AND CONTROLS AS NECESSARY TO -(=((��VIII COMPLETE THE WORK FOR;AIR CONDITIONING IN ALL ZONES. ',S CLEANSANDaGRAVEL �IIII DRAWING NO. SECTION DETAIL PLUMBING UPLIFT CONNECTIONS WATER ENCOUNTERED 5.4' BELOW SURFACE 7-0-Min. W-O"DIa r.o- 1. PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION, EQUIPMENT, AND SERVICES AT EL 2.7' SILT FENCE DETAILS NECESSARY TO COMPLETE`ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS Typical Section(a�Leaching Pools AND SPECIFICATIONS AND THE RESIDENTIAL CODE OF NEW YORK STATE 2015, OR C 0 N N E C T 1 0 N 5 D E T A I L Scale: NTS SCALE:NTS REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 5CAIE:112-117 ISSUES/REVISIONS Y� C, u ;, . m O EXISTING BASEMENT CHIMNEY AND FIREPLACE TO REAMIN MASONRY TO REMAIN ' EEll ---- -- ---- - - - - ------ --- ------ ---- -- - ---- -- -- -- - MY 14,2017 PRELIMINARY 30 OCTOBER,2017 EXISTING CRAWLSPACE TO REMAIN BASEMENT STAIR: RISE: 512" RUN: 9" (RISERS: 12 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL 3y" CONCRETE FILLED REFRAME FOR BE PROSECUTED STANDARD WEIGHT STEEL BASEMENT STAIR AS 2017 ALL RIGHTS RESERVED COULUN (TYP.) SHOWN ON FIRST FLOOR IT IS A VIOLATION OF THE LAW FOR ANY PERSON, (2) 13/141,x 9/4" UNLESS ACTING UNDER THE DIRECTION OF A 2.0E MICROLLAM LVIN LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DPAIAIING IN ANY WAY. ANY AUTHORIZED a �* DESCRIBED IN ACCORDANCE WITH TH E LAW. I.e. PROPOSED CRAWL SPACE CUT a I MASOORY (STING I r`;w I PROPOSED CRAWL SPACE Robert I. drown Iagl I ' � - - - - - - - - - � - � - - - -I :. � - - - - - - - - - - I Architect, P.C. a e i� x,e. �a.,e�'x., �; a ..x,. ..ti a'k a, w�..', +'... e.:a a•' x.R' ¢p. Ave. Greenport ..., r.a :x •x ...•a. .•P.�.., •:a ..,A, x.. •,•A: .. a x..,• .. r,. . a3 a •«' u;,QR+ :•y•.. �Rra •8', 2in0 ax ve I - - - - - - - - - - - - - - - - - - - - - - - - - - `- - - ?o@ribrownarchitect.com .a 631-477-9752 a ( PROPOSED GARAGE SLAB ON GRADE ;, :.'. 010 F El El I '' I 30"x 30"x 12" POURED 30"x 30"x 12" POURED CONCRETE FOOTING MINMIUM 3'-0" BELOW MIONMIUM 3FOOBELOW � �• .:'� : ::',d;. �.. �.':'•` ' °�•.�•���' t�•••�'x `s . GRADE ON UNDISTURBED GRADE ON UNDISTURBED aa.. _... _._._.,..--_ I� - - - - - - - - - - - - - - - - - - � SOIL SOIL CLIENT/OWNER fOU N DATION PLAN STUART AND JOYCE \\ SCALE: 1/4" = 1'-0" I NEWMAN EXISTING EXCEPT AS NOTED PROJECT TITLE ADDITIONS AND RENOVATIONS 56425 ROUTE 48 SOUTHOLD, NY 11971 DRAWING TITLE FOUNDATION PLAN 4 DECEMBER,2017 SCALE DRAWING NO. ISSUES/REVISIONS DOOR SCHEDULE WINDOW SCHEDULE FINISH SCHEDULE No. LOCATION SIZE TYPE MAKE SWING HARDWARE NOTES MODEL 51ZE TYPE kites QUANTITY NOTES No. ROOM FLOOR WALLS CEILING BASEMOLD CEILING MOLD NOTES EXfERICR A TW 2104G 30"x 49' DH 6/I 6 FIRST FLOOR I FRONT ENTRY 3'0'x 08" LH LOCK5FT B TW 2436 2'6'x 39' DH 6/I 4 1 O 1 FOYER WOOD GYPSUM BOARD,PAINTED GYP5UM BOARD 2 GARAGE EITfRY 2'6'x 08" LHR LOCK5ET BI TW 2436 2'6'x 39" DH 6/1 2 TEMPERED GLA55 102 GREAT ROOM WOOD Yz GYP5UM BOARD,PAINTED GYPSUM BOARD 3 MASTER BED ENTRY 1 19"x 6'8' FWG 12068-4 ANDERSEN - LOCK5ET 20 MIN.FIRE RATING C TW 1832 I'10'x 3'5' DH 411 1 TEMPERED GLA55 103 HALL WOOD GYPSUM BOARD,PAINTED GYPSUM BOARD 4 BALCONY 1 1'9'x 6'8" FWG 12068-4 ANDERSEN - LOCK5ET D TW 21032 3'0'x 3'5' DH 6/I I 104 BEDROOM WOOD Yz"GYPSUM BOARD,PAINTED GYPSUM BOARD 105 CLOSET WOOD Y2"GYPSUM BOARD,PAINTED GYPSUM BOARD INTERIOR 5 BASEMENT 2'6'x6'8'x I%' TRUSTILE LHR PASSAGE NOTE: ALL WINDOWS TO BE ANDERSEN 400 SERIES 106 BATHROOM CERAMIC TILE Y2"GYPSUM BOARD,PAINTED GYPSUM BOARD 6 HALL CL05ET 4'O"x 6'8'x 13/8 TRUSTILE PAIR DUMMY PROVIDE 5CREEN5 FOR ALL WINDOWS 107 SOUTH HALL WOOD Y2'GYPSUM BOARD,PAINTED GYPSUM BOARD 108 LAUNDRY WOOD Y2"GYPSUM BOARD,PAINTED GYPSUM BOARD N/A N/A 7 HALL CL05ET P 10'x 6'8"x 1%, TRU5TILE LHR PASSAGE 109 CLOSET WOOD Y"GYPSUM BOARD,PAINTED GYPSUM BOARD N/A N/A 8 HALL CLOSET I'I O°x 08"x 13/a TRUSTILE RHR PA55AGE 110 BATHROOM CERAMIC TILE Y2"GYPSUM BOARD,PAINTED GYPSUM BOARD N/A N/A 9 LAUNDRY ROOM 5'0'x 6'8'x 13/8 TRU5TILE PAIR DUMMY III BEDROOM WOOD Y'GYPSUM BOARD,PAINTED GYPSUM BOARD 10 BATHROOM 2'6'x 6'8"x 13/8 TRU5TILE RH PRIVACY 112 GARAGE SLAB 'GYPSUM BOARD,PAINTED GYPSUM BOARD I I BEDROOM I 2'6'x 6'8'x 13/8 TRUSTILE LH PRIVACY 12 CLOSET 50'x 6'8'x 13/8 TRUSTILE PAIR DUMMY 201 LOFT WOOD Yz GYPSUM BOARD,PAINTED GYPSUM BOARD 13 MASTER BED 2-8'x 6-8•x 1%* TRU5TILE RH PRIVACY 202 CLOSET WOOD Yz GYPSUM BOARD,PAINTED GYPSUM BOARD N/A N/A 14 MASTER BATH 5'6'x 6'8"x 13/8 TRU5TILE KH PRIVACY 203 BATHROOM CERAMIC TILE Y2"GYPSUM BOARD,PAINTED GYPSUM BOARD 15 CLOSET 2'8'x 6'8'x 13/8 TRUSTILE LHR PA55AGE 16 CLOSET 2'6'x 6'8'x 1%' TRUSTILE LH PA55AGE 17 LOFT CLCI5ET 2'6"x 6'8'x I Ve TRU5TILE LHR PA55AGE 18 LOFT BATH 2'6'x 6'8'x 13/8 TRU5TILE RH PRIVACY DT C 19 ATTIC 2'6"x 6'8'x 13/8 TRU5TILE RH PASSAGE A9 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ EXISTING DECK STRUCTURE TO REMAIN REMOVE AND REPLACE DECKING WITH 4"X G"TREX OR APPROVED ❑ EQUAL. REPAIR STRUCTURE AS NECESSARY EXISTING DECK TO REMAIN EXISTING SLIDING DOOR TO REMAIN EXISTING SLIDING DOOR TO REMAIN 4 DECEMBER,2o17 REFRAME FOR NEW WINDOW IN PROVIDE NEW HARDWARE 38'-1 1" PROVIDE NEW HARDWARE EXISTING OPENING JuIY 14,2017 PRELIMINARY E) REF ME FOR NEW WIND WIN 3o OCTOBER,2017 EXIS ING OPENING 7-2 112" S-10" , IIL 3'-6" 2'-0" - z N W O zo u ❑ m m N N O MODIFIED KITCHEN 10 Ln tu uj EXISTING LIVING ROOMP`8 THESE PLANS ARE AN INSTRUMENT OF co z MASON TO REPAIR-' SERVICE AND ARE THE PROPERTY OF THE IT z I ARCHITECT.INFRINGEMENTS WILL EXISTING DAMPER — Z BE PROSECUTED A8 AND FLUE O LLJ x 2o17 ALL RIGHTS RESERVED O I I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A `0 v MODIFIED MASTER BEDROOM L36"COUNTERTOP(TYP.) LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED � — o — 20'-1 1 112" ALTERATION MUST ED,AND 30" REFR (2) 1 "x I I Y4 REFRAME EXISTING - I DESCRIBED ENACCORDANCE D BDWITHL 3/4THELAW. i 2-O" 2.0E MICKOLLAM LVL DOORWAY `� I m REMOVE EXISTING DECK IN Robert I Brown N FLUSH WITH CEILING I SIDYARD SETBACK FIT-17, o THIS AREA TO CONFORM TO • O 103 m O FUR EXISTING WALL I Architect P.C. 1 C I REQUIREMENTS Zo5 Ba Ave. Greenport NY I N TO MATCH NEW 2x6 _ I f Bay P N 101-0.1 3'-8" �� C, CONSTRUCTION IN m I in o@ribrownarchitect.Com N I 07 DOWN 5' 2_ THIS AREA � � 631-477-9752 � 3 3 G' r m S R [` 1 10 N 5'-I I 112" 2._ ��� I O 10 F J l I 01,+ I .- "-,•� 2'-I O" I OZ A NEW STAIR: 8" ELF A A8 I © RISE: 7 I/4 36"TOWEL' \J, ^ AB E 24" MODIFIED BEDROOM 6? I F RUN: 10" I LO TO �t LAUN ROOM BAR - — RISERS: 15 m I BA 12'-8 112" 5' ICI 109 _ 5'-7" _ e NEW CONSTRUCTION ri\3) PROVIDE 5/g" FIRE RATED GYP. BD. ON Tup - Ln ; WALLS AND CEILING. I O7 `t UN ® 12'-0" �t EXISTING CONCRETEW I12 i PAD TO REMAIN CLIENT/OWNER 2'G"X 8' SHELF STUART AND JOYCE 0 4'-0 112" 10'-3 112" 10'-3 112" ABOVE10' G 112" 3'-3" 1 4'-1 1" PROPOSED I-CAR GARAGE 3'-0" TOILET o � o PROPOSED PORCH � F, /{ NEWMAN PROVIDE 4" REINFORCED POURED CONCRETE SLAB NEW WALL CONSTRUCTION ❑ 4'-3" 4'-3" _ El EXISTING WALL CONSTRUCTION PROJECT TITLE w ADDITIONS AND RENOVATIONS 8'-6" 1 -7 22'-4" 56425 ROUTE 48 IL -14'-4" 14'-4" SOUTHOLD, NY 11971 7-0 112" 9'-0" 7- 112" 28'-8" 14'-8" DRAWING TITLE 23'-1" 43'-4" FIRST FLOOR PLAN G0-5" F I RST F LO O R PLAN SCALE SCALE: 114" = P-0" 21 SEPT.,2oi8 1/4"=i EXISTING EXCEPT AS NOTED DRAWING NO. D C ~ A9 A9 ISSUES REVISIONS PROVIDE X G"TREX OR APPROVED EQUALE)ffCKING OVER EPDM ROOFING MEMBRANE. i7 3x5 EXPOSED COLLAR TIES 4DECEMBER,2017 2 L_---_J MY 14,2017 PRELIMINARY 22"x 38" -x 3--6` VELUX V5-CO4 SKYLIGHT VELUX V5-004 SKYLIGHT:,.,. 30 OCTOBER,2017 ABOVE T-375\7h- PROPOSED LOFT NOTE: PROVIDE WINDOW SHADES AND SCREENS FOR 5KYUH GT' UNFINISHED ATTIC ---- - —-— -— -—-— - —- 3x8 EXPOSED COLLAR THESE PLANS ARE AN INSTRUMENT OF D N SERVICE AND ARE THE PROPERTY OF THE CATHEDRAL CEILING ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2017 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OFA N LICENSED ARCHITECT,TO ALTER ANY ITEM ON ITI-3q THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND 8'-0" FLAT GYP 8'-0" fCN'GYP DESCRIBED IN ACCORDANCE WITH THE LAW. 13D CEILING DD CEILR G Robert I. Brown Architect P.C. 2oBayGreepport NY in?o@ribrownarchitect.com 7 631-477-9752 ............ ---------------- 7 -7 _ZZI�,Z ------------ ...... ....... CLIENT OWNER STUART AND JOYCE NEWMAN SECOND FLOOD PLAN SCALE: 114" = 1'-0" PROJECT TITLE EXISTING EXCEPT AS NOTED ADDITIONS AND RENOVATIONS 56425 ROUTE 48 SOUTHOLD, NY 11971 DRAWING TITLE SECOND FLOOR PLAN 21 SEPT.,2o18 SCALE DRAWING NO. 0 r7l ISSUES /REVISIONS I I GHT SKYLIGHT I July i4,2oi�PRELIMINARY 30 OCTOBER,2017 :5�YLI THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE I ( ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2017 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. I I I I Robert I. Brown - - - - - - - - - - Architect, P.C. 7 I I 2055 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 — — — J ARROWS INDICATE SLOPE DOWN CLIENT/OWNER STUART AND JOYCE NEWMAN ISO O f PLAN_ PROJECT TITLE SCALE: 114" = P-0" \ EXISTING EXCEPT AS NOTED ADDITIONS AND RENOVATIONS 56425 ROUTE 48 SOUTHOLD, NY 11971 DRAWING TITLE ROOF PLAN 4 DECEMBER,2017 SCALE i/4"=L' DRAWING NO. ISSUES/REVISIONS c� EXTEND CHIMNEY 2'-0" ABOVE RIDGE 12 TO CODE(TYP.) MAYBEC FACTORY DIPPED WHITE CEDAR SHINGLE �I GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES COLOR TO BE SELECTED COLOR TO BE SELECTED 12 X 4"VERSATEK TRI 9 BOARD, PAINTED WHITE ERSATEK SILL MAYBEC FACTORY DIPPED WHITE CEDAR SHINGLE GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES COLOR TO BE SELECTED EXISTING DECK TO REMAIN MAYBEC FACTORY DIPPED WHITE CEDAR SHINGLE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - SOUTH ELEVATION SCALE: 114" = P-0" 4 DECEMBER,2017 JulY 14, 2017 PRELIMINARY 30 OCTOBER,2017 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2o16 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BF.NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 22"x 38" GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES VELUX V5-CO4 SKYLIGHT COLOR TO BE SELECTED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY 12 info@ribrownarchitect.com 9 631-477-9752 GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES ( COLOR TO BE SELECTED MAYBEC FACTORY DIPPED WHITE CEDAR SHINGLE CLIENT/OWNER I STUART AND JOYCE �--_ � FNE WMAN ADDITIONS AND I ::1 . .: ; =: - - - - - - - - - - - - - - - - - - - - - - - - � .._..... ..._. .... RENOVATIONS 56425 ROUTE 48 SOUTHOLD, NY 11971 DRAWING TITLE WEST ELEVATION_ ELEVATIONS SCALE: 114" = 1'-0" 21 SEPT., 2oi8 SCALE 1/4 DRAWING NO. ISSUES/REVISIONS MAYBEC FACTORY DIPPED WHITE CEDAR SHINGLE GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES COLOR TO BE SELECTED COLOR TO BE SELECTED v NEW 3G" HANDRAIL m TO CODE(IYP.) N N MAYBEC FACTORY DIPPED WHITE CEDAR 5HINGLE NORTH ELEVATION SCALE: 114" = P-0' July 14,2017 PRELIMINARY 30 OCTOBER,2017 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2o16 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 22"x 38' MINIMUM 2'-O"ABOVE HIGHEST VN UX V5-004 SKYLIGHT STRUCTURE WITHIN 10'-0' Robert I. Brown GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES TO CODE COLOR TO BE SELECTED Architect, P.C. EXTEND EXISTING 20Bax Ave. Greenport NY MASONRY CHIMNEY in?o@ribrownarchitect.com 631-477-9752 12 - 9 MAYBEC FACTORY DIPPED ki WHITE CEDAR SHINGLE CLIENT/OWNER STUART AND JOYCE NE"AN PROJECT TITLE ADDITIONS AND RENOVATIONS I KM 55642� ROUTE 48 S0 AHOLD, NY ug7i DRAWING TITLE EAST ELEVATION ELEVATIONS SCALE: 1/4' = P-00' 25 SEPTEMBER,2o18 SCALE DRAWING NO. ISSUES /REVISIONS 2x 12 RIDGE BEAM GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES :F GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES CD-X RATED PLYWOOD SHEATHING \\ CD-X RATED PLYWOOD SHEATHING 2x 10 RAFTERS @ I G' O.C. ` 12 2x 10 RAFTERS @ I G' O.C. 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (K-50) 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (R-50) 2x 12 RIDGE BEAM )`a 2x 12 RIDGE BEAM i a`•R oho •1,3ia.:a:x:. a a1" C `SF Fi �It F':aY N.iii.. S I:\ Y .E �. � yar;,` Fa ... a a. a��t'•,,`:yd. ,v\i\; F.�.yiva\ o:�Sed� S\\� ���+ 43d:a' 4Ai\��� •V:: �a ':\:�`• :i\.\C as .. ... 3x8 EXPOSED COLLAR TIES a x @ 48" O.C. @ I G" O.C. NEW 2xG EXTERIOR CONSTRUCTION � SEE DETAIL 2"CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) R-1 5 BATT INSULATION MAYBEC FACTORY DIPPED WHITE CEDAR SHINGLE a a 2x 10 CEILING JOISTS @ I G" 0.C. 2x 10 CEILING JOISTS @ I G" O.C. 1 1 7/6"TJI 5GO @ I G" O.C. (2) 2x8 HEADER(TYP.) ( ) 3K"x I I 8" (2) 3%2"x 1 17/8" (2) 2x(5 HEADER(TYP.) NEW 2xG EXTERIOR CONSTRUCTION ---�-- E P RALLAM PSL 2" CLOSED CELL SPRAY-IN FOAM INSULATION (R-1 3) R-1 5 BATT INSULATION NEW 2x4 INTERIOR NEW 2x4 INTERIOR MAYBEC FACTORY DIPPED WHITE CEDAR SHINGLE EXISTING 2x4 CONSTRUCTION CONSTRUCTION CONSTRUCTION 3-112" CLOSED CELL SPRAY-IN FOAMFUR EXISTING WALL INSULATION R-23. „`•:, TO MATCH NEW 2xG MAYBEC FACTORY DIPPED WHITE CONSTRUCTION CEDAR SHINGLE WHERE NECESSARY EXISTING CRAWLSPACE 3%2" CONCRETE FILLED STANDARD WEIGHT STEEL COULUN (TYP.) SECTIONA EXISTING BASEMENT SCALE: 1/4" = 1'-0" EXISTING EXCEPT A5 NOTED MY 14, 2017 PRELIMINARY 30 OCTOBER,2017 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2x 12 RIDGE BEAM 2o16 ALL RIGHTS RESERVED ° aa IT IS A VIOLATION OF THE LAW FOR ANY PERSON, aid,,"°p" UNLESS ACTING UNDER THE DIRECTION OF A 22"x 38" LICENSED ARCHITECT,TO ALTER ANY ITEM ON VELUX V5-CO4 SKYLIGHT THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES ,' 12 GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES CD-X RATED PLYWOOD SHEATHING �I I CD-X RATED PLYWOOD SHEATHING Robert I. Brown 2x 10 RAFTERS @ I G" O.C. :: a` ;\ 2x I 0 RAFTERS @ I G" O.C. Architect, P.C. 7.5' CLOSED CELL SPRAY-IN FOAM INSULATION (R-50) 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (R-50) 2x 12 RIDGE BEAM 3x8 EXPOSED COLLAR TIES 2x 12 RIDGE BEAM a,..a.,.. ...:a•aI : a:.,..a.a.. a` @ 48 O.C. ` ` • . F,..���. arr:a +\.. .::a •.z.a.: ,.. l. ;.....ba.•a :,:iaa..• . a..., .o,f.....a.F: •".al..,..�e.a.,„\,.o.,da.aa."`.a` �".....;•:.a,;�•• �a F \ II �'a : •aa •aC P:Ya D P IcF.• �^. 2o Ba Ave Greenport NY in?o@ribrownarchitect.com . a. iia . ,� �:: .. � �.. ,. .. � :, : �a,`ig3a ...., ;'���a: ..,�•�la�• �< a• ��:::::: .�::,•:.�. a :.:a. e.._. 631-477-9752 ?` NEW 2x4 INTERIOR NEW 2xG EXTERIOR CONSTRUCTION CONSTRUCTION ;; NEW 2xG EXTERIOR CONSTRUCTION 2" CLOSED CELL SPRAY-IN FOAM 2" CL05ED CELL SPRAY-IN FOAM INSULATION (K-13) INSULATION (R-1 3) R-1 5 BATT INSULATION f R-1 5 BATT INSULATION MAYBEC FACTORY DIPPED WHITE CEDAR SHINGLE f MAYBEC FACTORY DIPPED WHITE CEDAR SHINGLE PROPOSED LOFT t, a I I �/8'TJI 5G0 @ I G" O.C. (2) Y2"x 1 17/8" (2) Y2 x 1 17/8 2.0E FAKALLAM L 2.0E PARALLAM PSL �� ~ EXISTING 2x4 CONSTRUCTION EXISTING 2x4 CONSTRUCTION 3-1/2" CLOSED CELL SPRAY-IN FOAM 3-1/2" CLOSED CELL SPRAY-IN FOAM INSULATION R-23. INSULATION R-23. MAYBEC FACTORY DIPPED WHITE MAYBEC FACTORY DIPPED WHITE CLIENT/OWNER CEDAR SHINGLE CEDAR SHINGLE STUART AND JOYCE NEWMAN REPLACE DECKING MODIFIED MASTER BEDROOM MODIFIED KITCHEN EXISTING LIVINGKOOM EXISTING DECK TO REMAIN PROJECT TITLE ADDITIONS AND EXISTING CRAWLSPACE RENOVATIONS 5564255 ROUTE 48 OU HOLD, NY 11971 DRAWING TITLE EXISTING BASEMENT SECTIONS SECTION B SCALE: 1/4" = 1'-0" EXISTING EXCEPT NOTED 4 DECEMBER,2017 SCALE DRAWING NO. ;t Wim; ISSUES REVISIONS GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES CD-X RATED PLYWOOD SHEATHING 2x 10 RAFTERS @ I G" O.C. 7.5"CLOSED CELL SPRAY-IN FOAM INSULATION (R-50) 2x 12 RIDGE BEAM ------ !Tn'm 7 -M W",I ""m ,, t. '�.R" ,kl NEW 2xG EXTERIOR CONSTRUCTION 2" CLOSED CELL SPRAY-IN FOAM INSULATION (R-1 3) 2"x 38' R-15 BATT INSULATION VE UX V5- 04 MAYDEC FACTORY DIPPED WHITE CEDAR SHINGLE KYLIGH 3x8 EX'05ED COLLAR TIES (2) 2x8 HEADER(TYF'.) @ 45" O.C. (2) 2x 10 HEADER PROPOSED BALCONY PROPOSED LOFT 3G" HANDRAIL TO CODE (TY .) 3G" HANDRAIL TO CODE (TYF.) GAF TIMBERLINE LIFETIME ARCHITECTURAL 5HINGLE5 PALLETIZED WOOD DECKING OVER CD-X RATED PLYWOOD SHEATHING 12 2x5 PORCH RAFTERS @ I G"O.C. 4 F;::;'- EPDM ROOFING MEMBRANE ROOF INGTO SLOPE AT 1'4"/fT 2x8 LEDGER BOARD NEW STAIR: 1 1 7/6"TJ 15 GO @ I G" O.C. 2x 10 J01515 @ I G" O.C. 11 RISE: 7/4" 2 x 1 17/5" 2.OE (2) 2x5 GIRDER 2xG CEILING J015T5 RUN: 10" (2) 13/4" MICROLLAM LVL R', @ I G" O.C. RISERS: 15 5 NOTE: SEE FRAMING DWG A 10 EXISTING 2x4 CONSTRUCTION 3-1/2" CLOSED CELL SPRAY-IN FOAM NEW 2x4 INTERIOR INSULATION R-23. CONSTRUCTION MAYE3EC FACTORY DIPPED WHITE 8"SQUARE COLUMN CEDAR SHINGLE MODIFIED KITCHEN EXISTING DECK TO REMAIN EXISTING FLOOR JOISTS,TO REMAIN N I (2) 134 X 914" 2.0E ICf LLAM LVL GRADE 10" 50NOTUDE 8"x I G" POURED CONCRETE FOOTING BASEMENT STAIR: MINIMUM 3'-0" BELOW GRADE ON RISE: 512" UNDISTURBED SOIL X": 'UN: 9" ;.q RISERS: 12 5" FOUNDATION WALL ON CONTINUOUS EXISTING 13A5MENT 5"x I G" POURED CONCRETE FOOTING EXISTING BA5mENT SLAB TO REMAIN JUIY 14,2017 PRELIMINARY NEW POURED CONCRETE SLAB 30 OCTOBER,2017 TO MATCH EXISTING SECTION C SCALE: 114" = P-O" EXISTING EXCEPT AS NOTED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2o16 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown 2x I RIDGE BEAM Architect, P.C. GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES 205 Bay Ave. Greenport NY Cl)-X RATED PLYWOOD SHEATHING info@ribrownarchitect.com 2x 10 RAFTERS @ I G"O.C. 631-477-9752 12 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (K-50) 2x 12 RIDGE BEAM GAF TIMBERLINE LIFETIME ARCHITECTURAL SHINGLES CD-X RATE[) PLYWOOD SHEATHING 2x 10 RAFTERS @ I G" O.C. tAF D A,, 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (R-50) 2x 12 RIDGE BEAM 000 NEW 2xG EXTERIOR CONSTRUCTION 2" CLOSED CELL SPRAY-IN 7.5" CLOSED CELL A FOAM INSULATION (R-13) SPRAY-IN FOAM NEW 2x4 EXTERIOR CONSTRUCTION R-1 5 BATT INSULATION INSULATION (K-50 ) PROPOSED UNCONDITIONED R-15 BATT INSULATION GARAGE SIDING TO MATCH EXISTING M17 CLIENT OWNER 7 (2) 2x(5 HEADER(TYI'.) EXISTING 2x4 CONSTRUCTION STUART AND JOYCE 3-1/2" CLOSED CELL SPRAY-IN FOAM INSULATION R-23. MAYDEC FACTORY DIPPED WHITE NEWMAN NEW 2x4 INTERIOR CEDAR SHINGLE CONSTRUCTION PROJECT TITLE ADDITIONS AND MODIFIED MASTER BEDROOM PROPOSED BATH RENOVATIONS EXISTING FLOOR JOISTS AND INSULATION TO REMAIN 56t}255 ROUTE 48 -61 Ou 'HOLDI 11971 REPLACE WHERE NECESSARY EXISTING CRAWL5PACE TO REMAIN 4" POURED CONCRETE SLAB wl GxG WWMDRAWING TITLE 8" POURED CONCRETE FOUNDATION WALL SECTIONS I G"x 5" POURED CONCRETE FOOTING SECTION D MINIMUM 3'-0" BELOW SURFACE SCALE ON UNDISTURBED 501L 4 DECEMBER, 2017 DRAWING NO. SCALE: 114" = P-O" EXISTING EXCEPT AS NOTED ISSUES /REVISIONS '=i 1 U E I I I I (n d €:€ "€ - -- Q 1 LS) �._. - Q) II �L N I �i _ 11 W II lu (() I N 1 (2) 13/4" 1 1 7/" 2.0 MIC OLLA LVL cv , , U Utu U SII 1 — II x U # IIS SIILnLn W11 1 1 _ O x I I 2.0 MIC O LVL " IW .-._.._..-.__.- - LUS WITH EILI G ' .....- .-__- ._..�..........��.... --._.._.,_.. .- .....�...--. ...�......_. ".".- __ .--..- _ - ...��.... ._.� it II I N II 11 U U U Q U 11 O O IIS O lu tn €� .." .. - z W It Eli i 1�1 i I I July 14,2017 PRELIMINARY 30 OCTOBER, 2017 C THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE - — -- - - ---- - - " ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2o16 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON -m--- — """ —— THIS DRAWING 1N ANYWAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown Architect, P.C. 20 Ba Ave. Greenport NY info@r brownarchiteect.com ' ;•• _"- 631-477-9752 1 -- --- - - — -— -—- - -- -- ---- - -- - - - - - - - - -- - - - - - 1 i € I 3/2" CONCRETE FILLED STANDARD WEIGHT STEEL CLIENT/OWNER COULUN FYP.) i - -- STUART AND JOYCE (2) 1314°x 914' - — . 11 2.0E MICROLLAM LVL NEWMAN PROJECT TITLE EW "X 8" @ I ' OC O M TCH XISTI G ADDITIONS AND RENOVATIONS SOUTHOLDROUTE IVI' 11971 (2) 2x8 BEAM FLUSH WITH FLOOR JOISTS— (OR MATCH EXISTING FLOOR JOISTS) DRAWING TITLE FRAMING PLAN j El 4 DECEMBER,2017 SCALE DRAWING NO. CV Al ISSUES REVISIONS (2) 2x 10 HIEAE)EP,jf�OR (2) 2x 10 HEAE)EP,FOP, tIT 5KYLIGHT FRAME SKYLIGHT FRAME 7z JuIY 14, 2017 PRELIMINARY 30 OCTOBER,2017 2x 10 RAF R5 @ I G" O.C. 2x 10 PAfTEP-5�/@ I G" O.C. III THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED L 2oi6 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON ..""""""mm""""". THIS DRAWING IN ANY WAY. ANY AUTHORIZED 2x 10 RAFTERS I G" O.C. 2x 10 PAfT C""- ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown Architect, P.C. 20 Bay,Ave. Greenport NY in?o@ribrownarchitect.com --------- 631-477-9752 2x10 RAFTERS @ IG O.C. 2x10 RAFTERS @ IG O.C. ED,/A N�' i, CLIENT OWNER STUART AND JOYCE ISO 0f fISA MING PLAN NEWMAN SCALE: 114" = 1'-0` PROJECT TITLE ADDITIONS AND RENOVATIONS 56425 ROUTE 48 SOUTHOLD, NY 11971 DRAWING TITLE FRAMING PLAN 4 DECEMBER,2017 SCALE DRAWING NO. ISSUES/REVISIONS i I h I � Ct \ ELECTRICAL LEGEND LIGHT SWITCH r— — — —I r-- — —1 3 = THREE WAY \\ I 4 = FOUR WAY L— — — J L— — — \J S / 1 — _ — OUTLET GFI= GROUND FAULT INTERUPT 220 = 220 VOLT 4 = QUAD OUTLET FIXTURE \\ LIGHT FIXTURES LOCATED IN COLLARTIE5\ j CO R= RUC A5 D PROVID PROVIDED D BY N RAC OR /\\ S S FO WALL SCONCE\ / / UNFINISHED ATTIC CABLE 5E NETWORK CABLE D/ / 1 L.E.D. LIGHT STRIP T j S 4 ALARM KEYPAD A- �` 4 THERMOSTAT POWER FOR AIR AND .R � T LIGHT FIXTURES LOCATED IN COLLAR TIES ® VENT \ VENT / S \\ @ i Y GO CARBON MONOXIDE DETECTOR FI \ DOWN S�D SMOKE DETECTOR FO 4 DECEMBER,2017 S ECO N D FLOOR ELECTRICAL PLAN July 14,2017 PRELIMINARY SCALE: I/4' = I'-O" 30 OCTOBER,2017 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ——— _— ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2oi6 ALL RIGHTS RESERVED $ IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A R LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED __ R ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. &/lOVE 4 Robert I. Brown ff� HO D Architect, P.C.I R 20 Bay Ave. Greenport NY info@ribrownarchitect.com TO SURFACE MOUNTED FIXTURES TO BE DETERMINED 631-477-9752 O GFI n. \\ — Lu8f R 3' R n $ \ I i CLIENT/OWNER VENT ® . i i I \\ STUART AND JOYCE - -� \ -�- I \ \ R EI fi X1NG LIGHTS `\\ ; -5.64 NEWMAN \ i// DRYER WASHER Y I -� \y GFII � Q � //VEtRI JDITIONS AND UP / jT AD RENOVATIONS R _-------- // � � 56425 ROUTE 48 R i \ , R SOUTHOLD, NY ug71 DRAWING TITLE 1 ELECTRICAL PLAN -- FI RST FLOOD ELECTRIC PLAN \ \\\�• 21 SEPT.,2oi8 SCALE 1/4"=i \ ❑ El El ❑ \�� SCALE: 114" = P-0" DRAWING NO. 1 a ISSUES/REVISIONS EXISTING BASEMENT NEW BOILER TO REPLACE EXISTING --------------------------------------------- - --- - ----_ - - - - - _ --- AIRt1ANDLERt FROM JOISTS EXISTING CRAWI5PACE TO REMAIN ' I PROPOSED CRAWL SPACE I I I PROPOSED CRAWL SPACE LL II I I I I - - - - - - - - - � t - - - - — -77 - - - - - - - - - - - - - -1 I y.. I I a I I I I I I PROPOSED GARAGE BASEMENT MECHANICAL PLAN SLAB ON GRADE SCALE: 1/4' = 1'-0' I I I July 14,2017 PRELIMINARY I � - - - - - - - - - - - - - - - I 30 OCTOBER,2oi7 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2o16 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON DRAWINGTHIS WAY.ANY FLOOR VENT FLOOR VENT FLOOR WENT ALTERATION MUSTBED NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown Architect, P.C. FLOOR VENT FLOOR VENT 205 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 0 Li - - O RETURN GRILL FLOOR VENT CLIENT/OWNER STUART AND JOYCE FLOOR VENT NEWMAN _ I I ( PROJECT TITLE ADDITIONS AND RENOVATIONS 56425 ROUTE 48 SOUTHOLD, NY 11.971 ( FLOOR VENT DRAWING TITLE ED MECHANICAL PLAN Lfl0 VENT FIRST FLOOD MECHANICAL PLAN E 4 DECEMBER,201 SCALn DRAWING NO. /4 =1 \\ SCALE: I/4" = 1�-o° 1 ISSUES REVISIONS —--—------ ............ CEILING VENT UNFINISHED ATTIC 4 DECEMBER, 2017 July 14,2017 PRELIMINARY RETURN 30 OCTOBER,2017 AIR HANDLER i 61 X THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL F BE PROSECUTED CEILING VENT I! CEILING VENT L 2oi6 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, SECOND f LOOK MECHANICAL PLAN UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND SCALE: 114" = P-0` DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown Architect, P.C. 205 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 CLIENT OWNER STUART AND JOYCE NEWMAN PROJECT TITLE ADDITIONS AND RENOVATIONS 56425 ROUTE 48 SOUTHOLD, NY 11971 DRAWING TITLE MECHANICAL PLAN 21 SEPT., 2018 SCALE DRAWING NO.