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Home My WebLink About42393-Z f sot �t'f Town of Southold 7/31/2019 0 P.O.Box 1179 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40569 Date: 7/31/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 300 Naugles Dr,Mattituck SCTM#: 473889 See/Block/Lot: 99.-5-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/26/2018 pursuant to which Building Permit No. 42393 dated 2/16/2018 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 COVERED FRONT PORCH AND DECKING,REAR COVERED PORCH, ATTACHED GARAGE AND UNFINISHED BASEMENT,AS APPLIED FOR The certificate is issued to Sheehan,Peter&Maria of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0212 07-24-2019 ELECTRICAL CERTIFICATE NO. 42393 04-11-2019 PLUMBERS CERTIFICATION DATED 06-11-2019 W' ' m Schw#hb A th ignature sung. TOWN OF SOUTHOLD ; BUILDING DEPARTMENT TOWN CLERK'S OFFICE o�, • 04 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#: 42393 Date: 2/16/2018 Permission is hereby granted to: Sheehan, Peter 46-21 156th St Flushing, NY 11355 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 300 Naugles Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 99.-5-9 Pursuant to application dated 1/26/2018 and approved by the Building Inspector. To expire on 8/18/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,386.00 'CO -NEW DWELLING $50.00 Total: $2,436.00 Building ector 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: I. 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 I%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. \7-\ — k I New Construction: ti Old or Pre-existing Building: (check one) Location of Property: 3o O W LE 5 F:ok D House No. Street Hamlet Owner or Owners of Property: P ETE CL W. S�ti E NP.N M A� P\ C_ S Vr-V: %7 X-\]) N Suffolk County Tax Map No 1000, Section 01 1I Block 0,S Lot 09 Subdivision I Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary CertificW Final Certificate: (check one) Fee Submitted: $ pplicant ature S0�/��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road x� Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 R® • �® roger.richert(cD-town.southold.ny.us COWN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Peter Sheehan Address: 300 Naugles Dr City: Mattituck St: New York Zip. 11952 Budding Permit#• 42393 Section: 99 Block: 5 Lot. 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Neubauer Electric License No: 3867-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commencal Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat oil Duplec Recpt 45 Ceding Fixtures 22 HID Fixtures, Service 3 ph Hot Water oil GFCI Recpt 12 Wall Fixtures 16 Smoke Detectors 3 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 54 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches 48 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 3-combination smoke / co detectors, range hood, 4-paddle fans, 200a transfer swi standby generator,7-combination GFCI/ARC fault circuit breakers, 1-GFCI circuit breaker Notes* 14Inspector Signature: zjtDate: April 11 2019 81-Cert Electrical Compliance Form As i Town Hall Annex ,3 Telephone(631)765-1802 54375 Main Road c Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959Q BUILDING DEPARTMENT TOWN OF SOUTHOLD • JUL 3 0 2019 BUJL'SlfadMG DEEM Lia r+ TOlfRi lc: n,W SOMMI,D CE_RTIF_ICATI-ON Date: _ \ Building Permit No. 4 Z 9 3 Owner: - please rint) - --- ------Plumber:,- -_--��_Ul!`��_ -_ . „ . .__._--___- --- -- � --------- -- --- -------• - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature)- Sworn to before me this day of ��-__- , 20 (`I BENJAMIN R RUTHENBERG NOTARY PUBLIC STATE OF NEWYORK - - SUFFOLK COUNTY LIC.#01 RU6354941 Notary Public;:- COMM.EXP. 1 SOGTyo # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 765-1802 INSPECTION r-10 [ FOUNDATION 1ST Fh [ ] ROUGH PLBG. oMQ P/q [ ] 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: WISAL , f Q (,IV✓ (ty, Qmk�.7z 'i RZIUA I 4 o . 1wc—on) J All DATE INSPECTOR v� BOE SO o� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PL13G. d%6UNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: I k--P�UV AQ�"A V 14h :6A943,2v . �r �✓ %. — ^ T y ff vo 10.1, r/ ort I, fool ✓P� DATE INSPECTOR "of SOI/lh, TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,N�' 765-1802 INSPECTION [ ] OUNDATION 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: L >n v 0 vek w6yel__,_ DATE INSPECTOR so uryolo TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 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 INSPECTOR ` SO(/Tyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1602 INSPECTION [ FOUNDATION 1ST [ ROUGH PLEG. [ ] FOUNDATION 2ND [ ] INSULATION [ ]7FAMING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE ARKS:- 6e� d rV ' V/ DATE INSPECTO OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,N 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: Rea', ✓� CC44,- DATE . �' INSPECTO* as so # TOWN OF SOUTHOLD BUILDING DEPT. `yIOU Nr+ ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLEG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E ECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: \\r\(& 1� Gam/ *A VjVjV4, u/ 9 1 u DATE INSPECTOR Of 50(/l�°!o # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTI N [ ] FOUNDATION 1ST [ ] GH 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.. Ak © O DATE INSPECTOR 50(lT�°!o TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION . 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: 621 DATE `7� �� 7 INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1602 INSPECTION [ ] FOUNDATION 1ST I [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULAT,,IO/N [ ] FRAMING /STRAPPING [ FINAL /�ib [ ] FIREPLACE & CHIMNEY [ . ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG ) [ ] ELECTRICAL-(FINAL) [ ] CODE VIOLATIO [ ] CAULKING REMARKS: D (5 10 0►�I l 0vi _PA—A 0 44+tA,(�' LeArAot i� D�rGI IN S� vex - 919,14-lu 1 V �3o�•y. , t.� DATE INSPECTOR C Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 300 Naugles Road City: Mattituck Builder Name: Sheehan Residence Builder Tracking# Combustion Appliance Zone(CAZ) # of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-05-31 Outdoors Temp During Test: 75 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: „eatigµSyStein§ Primary: Yes ✓❑No❑ Type: Furnace❑.Boiler ✓❑Heat Pumper Other❑ :,z-"4,yp�,,i;T ;-G,GyJ;n;.,r,:w>.a:'`�'•`:�'^:;tr�`aF';.'k��'°• :P.�:,".m2,;>�;3�,:.7i: ;,�,�� • �`�.j*.c g..- .. ....�y,}�,,,,x-�,r �:,;::;:.�''.... .>`� "�'-"'x"'."��«.=„�y,.� �;�`-�"�i.�,x•..r�,t ;;,.,. ..�- ,zF, r}.„:rYening'T�ge:,�.,.�. ;c,`i(y/�a'[.�;r:,,, ;r�°,Slla e.,: ,r,(�lld�'e. `'�MfvO�.� . SCO. n i:.+�3 +-.yE cten '�- ..=ErietT'v>;e��s' rr <r•• e:.5`.Y ,:y.- a4'1, l_ ;'"-"-:�r'�,i:.' :':4-- Y: R v�.sr�s-fsn�!'a"�:+ .,':r:urx-.z:-r.cfi-=a�,�..s j�d4 -,CJYCZ¢• 2..;''.:.a.n: ;,;? ,asca`/rn�' �' =OrSI�(;�LS2�.'^.:.t.i .,.,,�` .Rftiral�?Y.::'.:.�' ,OTSt;CQ52: .�e�.aktf'lil`s� Ratin :85.0 N❑P❑ODE❑ N❑N0MES_2 NSA Pa. Pass❑✓ Fa110 Pass❑✓_Fail❑ N/APPM NIA PPM ❑✓ Tank Indirect�Tankless ❑ Style Common Vent Yes_ Type: Standard Q Size: 50.0 iiT'aterSet[ter '; Primary: No F1 Instantaneous❑Commercialn(see Note S below) (Gallons) ° Stand Alone ❑✓ ,:.,t,-a'r Wik;M *:rg, +�. 'a;�-.tl�,r>".5i' v: �wf3.•,, '14 a'; Y,a�r..;x.: ;=,,ag:,i�. "l:" ti:t;......� k... . : ` "°` Z t <':'�['eriinQT'yne.•;:," # :, skDra jgs:w'.;. S dlta a=� , :S dla'e"at - s.;; p g taa)> �. . a,�� ,.'': ,;:��D '.� „ w,� rcle�,e ;,. `$`��" asca°7 '`= ors �,`��-; ^. �� ,:,: ;� '" �s'•x r � •.�'- ��z»:��,::v:r.��Gf-� )s.��3��,(��_) �z�gra:(�j C-_a_se)�.�� u.: i',� o ae�ase tu_Tal-� EF: 0.85 N❑P❑OaE❑ N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ PassRjFail❑ N/A PPM N/A PPM Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes Q No❑ Oven CO 3 PPM Ambient CO(During Oven CO Testing) 0 PPM Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Denting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2019-05-31 Manual S Compliance Report Job: - - wrightsoft Date: Oct 16,2018 2nd H By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservices com Project • • For: 300 Naugles Rd, Mattituck, NY 11952 Cooling Equipment Design Conditions Outdoor design DB 84 3°F Sensible gain- 4490 Btuh Entering cod DB. 79.1'F Outdoor design WB 71.7°F Latent gain 1240 Btuh Entering cod WB. 65.2°F Indoor design DB 75 0°F Total gain 5731 Btuh Indoor RH. 50% Estimated airflow 200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer Generic Model SEER 14.5 Actual airflow 200 cfm Sensible capacity. 4200 Btuh 94% of load Latent capacity 1800 Btuh 145% of load Total capacity 6000 Btuh 105% of load SHR 70% Hea • Equipment Design Conditions - Outdoor design DB 15 7°F Heat loss 8570 Btuh Entering coil DB 68 0°F Indoor design DB 68 0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type- Gas boiler Manufacturer: Generic Model AFUE 85 Actual airflow 0 cfm Output capacity 9000 Btuh 105% of loadf � BUN 1 1 2019 Uy TGIV 0 uo�1y. Meets all requirements ofACCA Manual S. f inr`rightso¢tm Ri ht-Suite®Universal 2018 18 0 27 RSU20066 2018-Oct-18 09 13 10 Z,rte, nwin.re.�e.xm-:.;c9 Page 1 C5-A Behan 300 Naugles Rd PHERS'&MAN JSD XPRESS rup Calc=MJ8 Front Door faces N Manual S Compliance Report Job: -�- wrightsoft Date: Oct 16,201E Bsmnt+ 1st By. Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r delfino@energytestingservices cam Project • • For 300 Naugles Rd, Mattltuck, NY 11952 Cooling Equipment Design Conditions Outdoor design DB 84.3°F Sensible gain 13697 Btuh Entering coil DB 76 0°F Outdoor design WB 71.7°F Latent gain 3074 Btuh Entering cod WB. 63 7°F Indoor design DB 75 0°F Total gain 16770 Btuh Indoor RH 50% Estimated airflow- 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equlpmenttype Split AC Manufacturer Generic Model. SEER 14 5 Actual airflow: 600 cfm Sensible capacity 12600 Btuh 92% of load Latent capacity 5400 Btuh 176% of load Total capacity- 18000 Btuh 107% of load SHR- 70% Heating Equipment Design Conditions Outdoor design DB 15.7°F Heat loss 26800 Btuh Entering cod DB 68 0°F Indoor design DB 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type Gas boiler Manufacturer: Generic Model AFUE 85 Actual airflow 0 cfm Output capacity 27000 Btuh 101% of load Meets all requirements of ACCA Manual S WrightSOft, 2018-Oct-18 09 13 10 Right-Suite®Universal 2018 180 27 RSU20066 Page 2 ACCA eehan 300 Naugles Rd PHERS&MAN JSD XPRESS rup Calc=MJ8 Front Door faces N . _ Review_ Form Residential• •rm RPER 1 ACCKe for • (Loads, • • 15 Mar 09 P1rGar3l'a4gCa�agaSdAneb Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes No Mechanical license or MJ1AE Form*(and supporting worksheets) Yes No OEM performance data(heating,cooling,blower) Yes ❑ No ❑ Building plan# Manual D Friction Rate Worksheet Yes ❑ No ❑ Duct distribution sketch Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision) 300 Naugles Rd, 2nd fl HVAC •A■ CALCULATION40 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 16 °F Orientation Front Door faces North Indoor temperature 68 of North,Fast,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss 8570 Btuh Number of bedrooms 3 Conditioned floor area 583 ftz Summer Design Conditions Number of occupants 0 Outdoor temperature 84 °F Indoor temperature 75 °F Windows Roof Grains difference 32 gr/Ib @50% RH Eave overhang depth 7,0 ft Sensible heat gain 5029 Btuh Internal shade none Blinds,drapes,etc. Eay Latent heat gain 1389 Btuh Depth Window, Total heat gain 6418 Btuh Number of skylights 0 EQUIPMENTHVAC .0 Heating Equipment Data Cooling Equipment Data Blower Data E%pmenttype Gas boiler ETjipment type SphtAC Heating cfm 0 umace,Heat pump,Boder,etc. it Conditioner,Heat pump,etc. Cooling cfm 200 Model Generic Model Generic Static pressure 0.60 In H2O AFUE 85 SEER 14 5+ Fan's rated external static pressure for design airflow 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 ■ •I Design airflow 200 cfm Longest supply duct 162 ft Duct Materials Used Equipment design ESP 0.60 in H2O Longest return duct 76 ft Trunk duct Sheet metal Total device pressure losses -0 6 in H2O Total effective length(TEL): 239 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.004 In/100ft Branch duct Round flex metal Friction Rate=ASP-(TELx 100) 1 declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms,will be subjectto review and Verification. Contractor's printed name Contractor's signature Date Reserved for County, • Murftipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -wrightsoft" Right-Suite®Universal 2018 18 0 27 RSU20066 Residential Plans ExaminerReview F• Form RPER 1 ACCA. - (Loads, 15 Mar 09 arcmd�tycbmaaosaan+eta Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes ❑ No ❑ Mechanical license or MJ1AE Form`(and supporting worksheets) Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes E No ❑ Building plan# Manual D Friction Rate Worksheet Yes E:1 No ❑ Duct distribution sketch Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision) 300 Naugles Rd, Bsmnt+ 1st • • •D CALCULATION 40 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 16 °F Orientation Front Door faces North Indoor temperature 68 of North,East,west,south,Northeast,Northwest,Southeast,Southwest Total heat loss 26800 Btuh Number of bedrooms 3 Conditioned floor area 3574 ft2 Summer Design Conditions Number of occupants 4 Outdoor temperature 84 °F Indoor temperature 75 °F Windows Roof Grains difference 32 gr/Ib @50% RH Eave overhang depth 8.0 ft Sensible heat gain 15338 Btuh Internal shade none Eave Latent heat gain 3442 Btuh Blinds,drapes,etc Depth W.-.d6w Total heat gain 18780 Btuh Number of skylights 0 •C EQU'IPMENT SELECTION •• Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Gas boiler Etipmenttype SplitAC Heating cfm 0 Furnace,Heat pump,Boder,etc. ircondrtionep Heat pump,etc. Cool ng cfm 600 Model Generic Model Generic Static pressure 0.60 in H2O AFUE 85 SEER 14 5+ Fan's rated external static pressure for design airflow Heating output capacity 0 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at wmterdesign outdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT DISTRIBUTION •I Design airflow 600 cfm Longest supply duct 218 ft Duct Materials Used Equipment design ESP 0.60 in H2O Longest return duct 100 ft Trunk duct Sheet metal Total device pressure losses -0 6 in H2O Total effective length(TEL) 318 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0 003 1n/100ft Branch duct Round flex metal Friction Rate=ASP-(TELx 100) declare the load calculation,equipment,equipment selectionand duct design were rigorouslyperformed based on - building plan listed above. I understand the,claims made on these forms will be subject to review and verification. Contractor's printed name Contractor's signature Date Reserved for County,Town Municipality orAuthority having jurisdiction 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightsoTt- Ri ht-Suite®Universal 2018 18 0 27 RSU20066 Load Short Form Job: - - wrightsoft°' Date. Oct 16,2018 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservices com Project • • For 300 Naugles Rd, Mattituck, NY 11952 Design Information Htg CIg Infiltration Outside db(°F) 16 84 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 52 9 Pressure/AVF 50 Pa/ 1148 cfm Dally range - L Inside humidity (%) 50 50 Moisture difference(gr/ib) 41 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 Cod 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 Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bsmnt+ 1st 3574 23029 13026 0 600 2nd fl 583 6945 4202 0 200 Entire House 4157 29974 17171 0 800 Other equip loads 5396 959 Equip. @ 0.89 RSM 16191 Latent cooling 2265 TOTALS 4157 35370 18456 0 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrTghftdit' 2018-Oct-18 09 13 10 }� � cau.,.e,wu,,,.,,,,;�c,�M, Right-Suite®Universal 2018 18 0 27 RSU20066 Page 1 R55 A eehan 300 Naugles Rd PHERS,&MAN JSD XPRESS rup Calc=MJ8 Front Door faces N Load Short Form Job: -f�- wrightsoft� Date: Oct 16,2018 2nd fl By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservwes com Project • • For. 300 Naugles Rd, Mattituck, NY 11952 Design Information Htg clg Infiltration Outside db(°F) 16 84 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /2 Design TD (°F) 52 9 Pressure/AVF 50 Pa/0 cfm Dally range - L Inside humidity (%) 50 50 Moisture difference(gr/Ib) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 85 Cond SEER 14.5 AHRI ref Cod AHRI ref Efficiency 85AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 9783 Btuh Sensible cooling 4200 Btuh Heating output 9000 Btuh Latent cooling 1800 Btuh Temperature rise 0 °F Total cooling 6000 Btuh Actual air flow 0 cfm Actual air flow 200 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 048 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 078 ROOM NAME Area Htg load CIg load HtgAVF CIgAVF W) (Btuh) (Btuh) (cfm) (cfm) LN 5 0 0 0 0 Bed 2 201 2304 1258 0 60 Bath 2 72 850 653 0 31 Hall 112 1058 708 0 34 Bed 1 193 2733 1582 0 75 2nd fl 583 6945 4202 0 200 Other equip loads 1625 289 Equip. @ 0 89 RSM 4010 Latent cooling 1240 TOTALS 583 8570 5250 0 200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed Wri g htsoft, 2018-Oct-18 09 13 10 • e.wn•�9 Right-Suite®Universal 2018 18 0 27 RSU20066 Page 2 /�iCl� eehan 300 Naugles Rd PHERS&MAN JSD XPRESS rup Calc=MJ8 Front Door faces N Load Short Form Job: - 1- wrightsoft Date: Oct 16,2018 Bsmnt+ 1st By. Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 ,Email r delfino@energytestingservices com Project Information For 300 Naugles Rd, Mattituck, NY 11952 Desi'gn Information Htg Clg Infiltration Outside db(°F) 16 84 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /2 Design TD (°F) 52 9 Pressure/AVF 50 Pa/0 cfm Daily range - L Inside humidity (%) 50 50 Moisture difference(gr/Ib) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 85 Cond SEER 14 5 AHRI ref Coil AHRI ref Efficiency 85AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 29348 Btuh Sensible cooling 12600 Btuh Heating output 27000 Btuh Latent cooling 5400 Btuh Temperature rise 0 °F Total cooling 18000 Btuh Actual air flow 0 cfm Actual air flow, 600 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Stair 0 55 880 139 0" 6 Basement 1761 6701 653 0 30 Win CLO 100 467 151 0 7 M bath 116 1760 652 0 30 M bed 296 3385 2061 0 95 Kitchen 267 3252 3497 0 161 Dining 105 546 359 0 17 Laundry 140 1516 1355 0 62 CL 15 0 0 0 0 LAV 29 0 0 0 0 Entry 162 1191 410 0 19 Great room 528 3332 3750 0 173 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018-Oct-18 09 13 10 Right-Suite®Universal 2018 18 0 27 RSU20066 Page 3 i4lJC� eehan 300 Naugles Rd PHERS&MAN JSD XPRESS rup Calc=MJ8 Front Door faces N Bsmnt+ 1st 3574 23029 13026 0 600 Other equip loads 3771 671 Equip. @ 0.89 RSM 12231 Latent cooling 3074 TOTALS 3574 26800 15305 0 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoW 2018-Oct-18 09 13 10 t nron.i-rmwuaun.�,,c..p� Right-Suite®Universal 2018 18 0 27 RSU20066 Page 4 C� .eehan 300 Naugles Rd PHERS&MAN JSD XPRESS rup Calc=MJ8 Front Door faces N -I - Project Summary Job: wrightsoft Date: Oct 16,2018 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservices com -Project Information For. 300 Naugles Rd, Mattituck, NY 11952 Notes, Design Information Weather Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 °F Outside db 84 °F Inside db 68 °F Inside db 75 °F Design TD 52 °F Design TD 9 °F Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 28462 Btuh Structure 15843 Btuh Ducts 1512 Btuh Ducts 1328 Btuh Central vent(94 cfm) 5396 Btuh Central vent(94 cfm) 959 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 35370 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 16191 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/1148 cfm Structure 1999 Btuh Ducts 266 Btuh Central vent(94 cfm) 2049 Btuh Heating Cooling Area(ft2) 4157 4157 Equipment latent load 2265 Btuh Volume(ft') 22960 22960 Air changes/hour 0.31 0.14 Equipment Total Load (Sen+Lat) 18456 Btuh Equiv.AVF(cfm) 118 55 Req. total capacity at 0.70 SHR 1.9 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 Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O 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. . �•.�9h�oft.. 2018-Oct-18 09 13 10 A .«.•raw ,. Right-Suite®Universal 2018 18 0 27 RSU20066 Page 1 ACCA eehan 300 Naugles Rd PHERS&MAN JSD XPRESS.rup Calc=MJ8 Front Door faces N Project Summar Job: -�- wrightsoft- Date: Oct 16,2018 2nd H By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r b delfino@energytestingservices corn Project Inf• • For: 300 Naugles Rd, Mattituck, NY 11952 Notes: Design Information Weather Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 °F Outside db 84 °F Inside db 68 °F Inside db 75 °F Design TD 52 °F Design TD 9 °F Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 5433 Btuh Structure 2869 Btuh Ducts 1512 Btuh Ducts 1332 Btuh Central vent(28 cfm) 1625 Btuh Central vent(28 cfm) 289 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 8570 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 4010 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /2 Pressure/AVF 50 Pa/0 cfm Structure 357 Btuh Ducts 266 Btuh Central vent(28 cfm) 617 Btuh Heating Cooling Outside air Area(ft') 583 583 Equipment latent load 1240 Btuh Volume(ft') 4576 4576 Air changes/hour 0.46 0.22 Equipment Total Load (Sen+Lat) 5250 Btuh Equiv.AVF(cfm) 35 16 Req. total capacity at 0.70 SHR 0.5 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 85 Cond SEER 14.5 AHRI ref Coil AHRI ref Efficiency 85AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 9783 Btuh Sensible cooling 4200 Btuh Heating output 9000 Btuh Latent cooling 1800 Btuh Temperature rise 0 °F Total cooling 6000 Btuh Actual air flow 0 cfm Actual air flow 200 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.78 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -j-wrightsoft- 2018-Oct-18 09 13 10 .�.• Right-Suite®Universal 2018 18 0 27 RSU20066 Page 2 ACC K eehan 300 Naugles Rd PHERS&MAN JSD XPRESS rup Calc=MJ8 Front Door faces N -F Project Summary Job: wrightsaft- Date: Oct 16,2018 Bsmnt+ 1st By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r b delfino@energytestmgservices com Project • • For. 300 Naugles Rd, Mattituck, NY 11952 Notes: Design Information Weather Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 'F Outside db 84 'F Inside db 68 °F Inside db 75 'F Design TD 52 °F Design TD 9 'F Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 23029 Btuh Structure 13026 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(66 cfm) 3771 Btuh Central vent(66 cfm) 671 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 26800 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 12231 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/0 cfm Structure 1642 Btuh Ducts 0 Btuh Central vent(66 cfm) 1432 Btuh Heating Cooling Outside air Area(ftz) 3574 3574 Equipment latent load 3074 Btuh Volume(ft') 18385 18385 Air changes/hour 0.27 0.13 Equipment Total Load (Sen+Lat) 15305 Btuh Equiv.AVF(cfm) 83 39 Req. total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 85 Cond SEER 14.5 AHRI ref Coil AHRI ref Efficiency 85AFUE Efficiency 12.2 EER, 14.5 SEER Heating Input 29348 Btuh Sensible cooling 12600 Btuh Heating output 27000 Btuh Latent cooling 5400 Btuh Temperature rise 0 'F Total cooling 18000 Btuh Actual air flow 0 cfm Actual air flow 600 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wright6oft' 2018-Oct-18 09 13 10 Right-Suite®Universal 2018 18 0 27 RSU20066 Page 3 CA eehan 300 Naugles Rd PHERS&MAN JSD XPRESS rup Calc=MJ8 Front Door faces N -11C N Level 1 Make up air 140 CFM / Skuttle Model 2161 Base ent Stair Job#: Energy Testing Services LLC Scale: 1 : 98 Performed by Energy Testing Services ... Page 1 1648-A Locust Ave Rig ht-Suite®Universal 2018 300 Naugles Rd Bohemia,NY 11716 18.0 27 RSU20066 Mattituck,NY 11952 Phone 631-244-2627 2018-Oct-18 09:14:21 r b delfino@energytestingservices.com ...es Rd PHERS&MAN JSD XPRES.. r� Level 2 Great room M bed 93 cfm Drain Kitchen LAV Win CLO M bath Entry Laundr 5 cfm Stair 1 CL Broan Exhaust Fan Model L150 140 CFM Energy Star Continous User Timer Garage Job #: Energy Testing Services LLC Scale: 1 : 98 Performed by Energy Testing Services ... Page 2 1648-A Locust Ase Right-Suite®Universal 2018 300 Naugles Rd Bohemia,NY 11716 18.0.27 RSU20066 Mattituck,NY 11952 Phone 631-244-2627 2018-Oct-18 09.14.21 r.b.delfino@energytestingsersnces.com es Rd PHERS&MAN JSD XPRES... N Level 3 Bed 1 Broan Exhaust Fan Model L150 140 CFM Energy Star Continous User Timer t Hall Bath 2 m Bed 2 Star 2 Make up air 140 CFM Skuttle Model 2161 Job#: Energy Testing Services LLC Scale: 1 : 98 Performed by Energy Testing Services ... Page 3 1648-A Locust A-,,e Right-Suite®Universal 2018 300 Naugles Rd Bohemia,NY 11716 18 0.27 RSU20066 Mattituck,NY 11952 Phone 631-244-2627 2018-Oct-18 09.14.21 r.b.delfino@energytestingservices.com es Rd PHERS&MAN JSD XPRES . Duct System Summary Job: - wrightsoft� Date: Oct 16,2018 2nd fl By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservices com Project • • For 300 Naugles Rd, Mattituck, NY 11952 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 059 in H2O Available static pressure 001 in H2O 0.01 in H2O Supply/return available pressure 0.007/0003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.004 in/100ft 0.004 In/100ft Actual air flow 0 cfm 200 cfm Total effective length(TEL) 239 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 c 653 0 37 0.004 5.0 Ox 0 MtFx 10.3 150.0 st3A Bed 1 c 1582 0 90 0.004 90 Ox 0 MtFx 26.5 1300 st4 Bed 2 c 1258 0 72 0.005 80 Ox 0 MtFx 13.3 1300 st3 Hall c 708 0 40 0.004 6.0 Ox 0 MtFx 123 150.0 st4A Supply Trunk Detail • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4A Peak AVF 0 40 0.004 91 7.9 16 x 4 ShtMetl st4 st3A Peak AVF 0 37 0 004 84 7.6 16 x 4 ShtMetl st3 st3 Peak AVF 0 109 0.004 246 11.4 16 x 4 ShtMetl st4 Peak AVF 0 131 0.004 294 12.2 16 x 4 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 rb3 Ox 0 0 240 76.3 0.004 225 14.0 Ox 0 MtFx Bold/italic values have been manually overridden Wrilgt•tsol t- 2016-0ct-18 09 13 10 Right-Sude®Universal 2018 18 0 27 RSU20066 Page 1 Behan 300 Naugles Rd PHERS&MAN JSD XPRESS rup Calc=MJ8 Front Door faces N Duct System Summary Job: + wrightsott' Date: Oct 16,2018 Bsmnt+ 1st By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservices com Project • • For. 300 Naugles Rd, Mattituck, NY 11952 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0 01 in H2O 0 01 in H2O Supply/return available pressure 0.007/0003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 0 cfm 600 cfm Total effective length(TEL) 318 ft SupplyBranch 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 Basement c 653 0 36 0.004 5.0 Ox 0 MtFx 32 5 140.0 st1 Dining c 359 0 20 0.004 4.0 Ox 0 MtFx 22.5 150.0 st1 Entry c 410 0 23 0.004 4.0 Ox 0 MtFx 21.0 160.0 st1 Great roam c 3750 0 207 0.005 12.0 Ox 0 MtFx 15.0 1300 st2 Kitchen c 3497 0 193 0.004 120 Ox 0 MtFx 26.3 130.0 st1 Laundry c 1355 0 75 0.004 8.0 Ox 0 MtFx 43.0 130.0 st1 M bath c 652 0 36 0.003 5.0 Ox 0 MtFx 42.5 175.0 st2B M bed c 2061 0 114 0.004 10.0 Ox 0 MtFx 29.0 150.0 st2A Stair o c 139 0 8 0.003 4.0 Ox 0 MtFx 28.3 170.0 st2A wm CLO c 151 0 8 0 004 40 Ox 0 MtFx 353 160.0 st2A SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 0 347 0.004 223 179 16 x 14 ShtMetl st2B Peak AVF 0 36 0.003 81 80 16 x 4 ShtMetl st2A st2 Peak AVF 0 373 0.003 210 19.1 16 x 16 ShtMetl st2A Peak AVF 0 166 0.003 249 14.1 16 x 6 ShtMetl st2 Bold/italic values have been manually ovemdden rightSofto- 2018-Oct-18 09 13 10 w irli Right-Suite®Universal 2018 18 0 27 RSU20066 Page 2 k6k eehan 300 Naugles Rd PHERS&MAN JSD XPRESS rup Calc=MJ8 Front Door faces N Return Branch Detail Table 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 0 44 100.0 0.003 223 6.0 Ox 0 MtFx rt2 rb4 Ox 0 0 366 100.0 0.003 207 18.0 Ox 0 MtFx rt2 rb5 Ox 0 0 311 82.8 0.004 223 160 Ox 0 MtFx Return Trunk Detail • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 0 409 0.003 232 18.0 0 x 0 ShtMetl 1-wrightsoft' 2018-Oct-18 09 1310 AL Right-Suite®Universal 2018 18 0 27 RSU20066 Page 3 eehan 300 Naugles Rd PHERS&MAN JSD XPRESS rup Calc=MJ8 Front Door faces N NY-ECCC 2016 Building UA Comp liance �A � n Property Organization HERS LJ 300 Naugles Rd Energy Testing Services LLC Projected Rating JUN 1 1 2019 Mattituck, NY 11952 631-244-2627 RaterID:2652967 Robert Delfino Weather:Riverhead, NY Ui'3 7,"1E Sheehan Residence Builder TOWN on®u`a auD 0366-0160-P1_Sheehan_Residence Sheehan Residence _300_Naugles_Rd_CODE_QAD.blg Elements Insulation Levels NY-ECCC 2016 As Designed Shell UA Check Ceilings: 47.8 41.7 Above-Grade Walls: 135.4 154.1 Windows and Doors: 176.7 153.4 Slab Floor: 0.3 2.7 Basement Walls: 82.1 68.4 Overall UA(Design must be equal or lower): 442.4 420.2 Mandatory Requirements Shell UA Check PASSES Duct Insulation R-Value Check(per Section 403.3.1) PASSES Window U-Value and SHGC Check (per Section 402.5) PASSES Home Infiltration (Section 402.4.1) PASSES Duct Testing (Section 403.3.3) PASSES Mechanical Ventilation (Section 403.6) PASSES Mechanical Ventilation Fan Efficacy (Section 403.6.1) PASSES Mandatory Requirements Check Box(NY-ECCC 2016) PASSES This home MEETS the overall thermal performance requirements and verifications of the Energy Conservation Code of New York State-2016 based on a climate zone of 4A. (Section 402, Energy Conservation Code of New,York State- 2016.) In fact, this home surpasses the requirements by 5.0%. Name Robert Delfino Signature Organization Energy Testing Services LLC Date 18 October 2018 REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Energy Code Inspection Checklist Property Organization HERS 300 Naugles Rd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631-244-2627 Rater ID:2652967 Robert Delfino Registry ID: Weather:Riverhead, NY Sheehan Residence Builder 0366-0160-P1—Sheehan—Residence Sheehan Residence Date: 10/18/2018 _300_Naugles_Rd_CODE_QAD.big Building Information Conditioned Area (sq ft) 4157 Conditioned Volume (cubic ft) 40296 Insulated Shell Area (sq ft) 7816 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. Energy Testing Services LLC's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Attic: A49(16/11.5)(2)FB' (1742 s.f.) R-19.0 continuous insulation, R-30.0 cavity insulation. Name: Ceiling Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Vaulted: V30(16)2(9.5) (96 s.f.) R-0.0 continuous insulation, R-30.0 cavity insulation. Name: Vaulted Insulation Grade: 1 11 111 Face / inset Comments/Location Above-Grade Walls [ ] I. Wall: 19(16/5.5)2(.5) (1739 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-18.0 cavity insulation. Name: ambient Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Wall: 19(16/5.5)2(.5) (194 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-18.0 cavity insulation. Name: garage Insulation Grade: 1 II III Face / inset Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Energy Code Inspection Checklist Property Organization HERS 300 Naugles Rd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631-244-2627 Rater ID:2652967 Robert Delfino Registry ID: Weather:Riverhead, NY Sheehan Residence Builder 0366-0160-P1—Sheehan—Residence Sheehan Residence Date: 10/18/2018 _300_Naugles_Rd_CODE_QAD.blg Above-Grade Walls [ ] 3. Wall: 19(16/5.5)2(.5) (532 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-18.0 cavity insulation. Name: attic Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.18 [ ] 1. Window: 31 30 (36 s.f., North), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: 2FW 1 0.5 5 Orientation: North Comments/Location [ ] 2. Window: 31 30 (16 s.f., North), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: 1 FW 1 1.2 4.9 Orientation: North Comments/Location [ ] 3. Window: 31 30 (4 s.f., North), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: 1 FW 8 0 2 Orientation: North Comments/Location [ ] 4. Window: 31 30 (46 s.f., North), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: 1 FW 8 0 7 Orientation: North Comments/Location [ ] 5. Window: 31 30 (14 s.f., East), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: 1 LW 1 1.2 4.9 Orientation: East Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 2 of 8 Energy Code Inspection Checklist Property Organization HERS 300 Naugles Rd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631-244-2627 Rater ID:2652967 Robert Delfino Registry ID: Weather:Riverhead, NY Sheehan Residence Builder 0366-0160-P1_Sheehan_Residence Sheehan Residence Date: 10/18/2018 _300_Naugles_Rd_CODE_QAD.big Windows and Skylights [ ] 6. Window: 31 30 (7 s.f., East), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: 1 L 0,0,0 Orientation: East Comments/Location [ ] 7. Window: 31 30 (5 s.f., East), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: OLW 0,0,0 Orientation: East Comments/Location [ ] 8. Window: 31 30 (24 s.f., South), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: 2BW 7 3 7.5 Orientation: South Comments/Location [ ] 9. Window: 31 30 (56 s.f., South), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: 2BW 1 1.2 6.6 Orientation: South Comments/Location [ ] 10. Window: 31 30 (82 s.f., South), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: 2BD 1 1.2 8.1 Orientation: South Comments/Location [ ] 11. Window: 31 30 (72 s.f., South), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: 2BD unsh Orientation: South Comments/Location REWRate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 3 of 8 Energy P Code Inspection Checklist - Property Organization HERS 300 Naugles Rd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631-244-2627 Rater ID:2652967 Robert Delfino Registry ID: Weather:Riverhead, NY Sheehan Residence Builder 0366-0160-P1_Sheehan_Residence Sheehan Residence Date: 10/18/2018 _300_Naugles_Rd_CODE_QAD.blg Windows and Skylights [ ] 12. Window: 31 30 (42 s.f., South), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: 2BW unsh Orientation: South Comments/Location [ ] 13. Window: 31 30 (33 s.f., West), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: 1 RW unsh Orientation: West Comments/Location [ ] 14. Window: 31 30 (11 s.f., West), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: ORW unsh Orientation: West Comments/Location Doors [ ] 1. Door: 3 (20 s.f.), R-Value 3.0 Comments/Location [ ] 2. Door: 3 (20 s.f.), R-Value 3.0 Comments/Location [ ] 3. Door: 3 (17 s.f.), R-Value 3.0 Comments/Location Frame Floors N/A REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 4 of 8 Energy Code Inspection Checklist Property Organization HERS 300 Naugles Rd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631-244-2627 Rater ID:2652967 Robert Delfino Registry ID: Weather:Riverhead, NY Sheehan Residence Builder 0366-0160-PI—Sheehan—Residence Sheehan Residence Date: 10/18/2018 _300_Naugles_Rd_CODE_QAD.big Slab Floors [ ] 1. Slab: Uninsulated N (1816 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: slab Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Slab: Uninsulated N (8 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: slab Insulation Grade: 1 II III Face / Inset Comments/Location Foundation Walls [ ] 1. Wall: 13i(1)(10) (1236 s.f.), Between conditioned space and ambient/ground R-13.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: ambient Insulation Grade: 1 11 III Face / inset Comments/Location [ ] 2. Wall: 13i(1)(10) (172 s.f.), Between conditioned space and garage/ground R-13.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: garage Insulation Grade: 1 II 111 Face / inset Comments/Location Rim and Band Joists [ ] 1. Joist: ambient (159 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: ambient Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Joist: ambient (13 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-19.0 cavity insulation. Name: ambient Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 5 of 8 Energy Code Inspection Checklist Property Organization HERS 300 Naugles Rd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631-244-2627 _ Rater ID:2652967 Robert Delfino Registry ID: Weather:Riverhead, NY Sheehan Residence Builder 0366-0160-P1_Sheehan Residence Sheehan Residence Date: 10/18/2018 _300_Naugles_Rd_CODE_QAD.blg Rim and Band Joists [ ] 3. Joist: garage (22 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: garage Insulation Grade: I II III Face / inset Comments/Location [ ] 4. Joist: attic (89 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-19.0 cavity insulation. Name: attic Insulation Grade: 1 II III Face / inset Comments/Location Mechanical Equipment [ ] I. Water Heating: Instant water heater, Fuel oil, 0.85 EF, 0.0 Gal. Make and Model Number [ ] 2. Cooling: Air conditioner, Electric, 16.0 SEER. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 16.0 SEER. Make and Model Number [ ] 4. Heating: Fuel-fired hydronic distribution, Fuel oil, 85.0 AFUE. Make and Model Number [ ] 5. Heating: Fuel-fired hydronic distribution, Fuel oil, 85.0 AFUE. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 140 cfm, 24.0 hrs/day, 35.0 watts. System description(make Air Leakage Control [ ] Blower Door Test at Final • [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2015) REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 6 of 8 Energy Code Inspection Checklist Property Organization HERS 300 Naugles Rd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631-244-2627 Rater[D:2652967 Robert Delfino Registry ID: Weather:Riverhead, NY Sheehan Residence Builder 0366-0160-P1—Sheehan—Residence Sheehan Residence Date: 10/18/2018 _300_Naugles_Rd_CODE_QAD.blg Air Leakage Control [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 0.040 CFM25 / CFA [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 0.040 CFM25 / CFA [ ] Duct System 2 Leakage to Outside and Total Duct Leakage [ ] Duct System 2 Leakage to Outside is specified in REM/Rate at 0.040 CFM25 / CFA [ ] Duct System 2 Total Duct Leakage is specified in REM/Rate at 0.040 CFM25 / CFA Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors <=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<= 6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage <= 3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 7 of 8 Energy Code Inspection Checklist Property Organization HERS 300 Naugles Rd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631-244-2627 Rater ID:2652967 Robert Delfino Registry ID: Weather:Riverhead, NY Sheehan Residence Builder 0366-0160-P1 Sheehan_Residence Sheehan Residence Date: 10/18/2018 _300_Naugles_Rd_CODE_QAD.big Notes REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 8 of 8 Il/ Building Summary IE a Property Organization HERS ,JUN 1 1 2019 300 Naugles Rd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631-244-2627 Rater I D:2652967 ,�, Weather:Riverhead, NY Robert Delfino TOWN OF SOUWU D� ' Sheehan Residence Builder 0366-0160-P1 Sheehan_Residence Sheehan Residence _300_Naugles_Rd_CODE_QAD.blg Property/B,uilder,Information Building Name Sheehan Residence Owners Name Property Address 300 Naugles Rd City, St, Zip Mattituck, NY 11952 Phone Number Builder's Name Sheehan Residence Phone Number 631-871-3037 Email Address Plan/Model Name Community/Development Permit Date/Number 0rganization Information Organization Name Energy Testing Services LLC Address 1648-A Locust Ave City, St, Zip Bohemia, NY 11716 Phone Number 631-244-2627 Website Rating/RESNET Information_ Provider ID 1998-146 Sample Set ID 00000000 Registry ID Registry Date Registered Raters Name Robert Delfino Raters ID 2652967 Rater's Email r.b.delfino@energytestingservices.com Last Field Insp Rating Type Projected Rating Reason for Rating New Home Rating Number REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Building Summary Property Organization HERS 300 Naugles Rd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631-244-2627 Rater]D:2652967 Robert Delfino Weather:Riverhead, NY Sheehan Residence Builder 0366-0160-P1—Sheehan—Residence Sheehan Residence _300_Naugles_Rd_CODE_QAD.blg General;Bui lding-l'nforination Area of Conditioned. Space(sq ft) 4157 Volume of Conditioned. Space 40296 Year Built 2018 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 3+ Number of Bedrooms 3 Foundation Type Conditioned basement Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A Foundation Wall Information Name Library,Entry Location Length(ft) Total Depth Height U6 Value Uo Value Height(ft) Below Above Combo* (wall only) Grade(ft) Grade(ft) ambient 13i(1)(10) Cond->ambient/gm 154.5 8.0 7.0 1.0 0.049 0.072 garage 13i(1)(10) Cond->garage/gmd 21.5 8.0 7.0 1.0 0.049 0.072 * Uo Value Combo combines wall, airfilm, and soil path Foundation Wall" ibr-ary.List - Foundation Wall: 13i(1)(10) Type Solid concrete or stone Thickness(in) 10.0 Studs None Interior Insulation Continuous R-Value 13.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.0 ft from top of wall Ins Bottom 0.0 ft from bottom of wall Exterior Insulation R-Value 0.0 Ins top 0.0 ft from top of wall REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 2 of 16 Building Summary Property Organization HERS 300 Naugles Rd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631-244-2627 Rater ID:2652967 Robert Delfino Weather:Riverhead, NY Sheehan Residence Builder 0366-0160-P1_Sheehan-Residence Sheehan Residence _300_Naugles_Rd_CODE_QAD.blg Foundation VV ff Library,List' i Ins bottom 0.0 ft below grade Note Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) slab Uninsulated N 1816 7.0 184 176 0 slab Uninsulated N 8 0.0 12 4 4 SlabFloor Library:List - Slab Floor: Uninsulated N Slab Covering None Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0 Und�r-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note Rim,and,BandiJo`ist:'Information: . Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade ambient Cond -> 158.50 0.0 13.0 3.5 16.0 2 0.074 ambient ambient Cond -> 12.50 0.0 19.0 5.5 16.0 2 0.057 ambient garage Cond -> garage 21.50 0.0 13.0 3.5 16.0 2 0.074 attic Cond > attic 88.50 0.0 19.0 5.5 16.0 2 0.057 Above-Grade Walt Name Library Entry Location Exterior Color Area(sq ft) Uo Value ambient 19(16/5.5)2(.5) Cond > ambient Medium 1739.00 0.068 garage 19(16/5.5)2(.5) Cond > garage Light 193.50 0.068 REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. 0 1985-2018 NORESCO, Boulder, Colorado. Page 3 of 16 , Building Summary Property Organization HERS 300 Naugles Rd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631-244-2627 Rater ID:2652967 Robert Delfino Weather:Riverhead, NY Sheehan Residence Builder 0366-0160-P1 Sheehan Residence Sheehan Residence _300_Naugles_Rd_CODE_QAD.blg A-ve Grade Wall Name Library Entry Location Exterior Color Area(sq ft) Uo Value attic 19(16/5.5)2(.5) Cond > attic Medium 532.00 0.068 Above-Grade,,Wall Library,List, Above-Grade Wall: 19(16/5.5)2(.5) Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) OLO Frame Cavity Insulation (R-Value) 18.0 Frame Cavity Insulation Thickness (in) 5.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 5.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) OI.2300 Gypsum Thickness (in) 05 Note Window Information_ � _ Overhang Interior I Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading 2FW 1 0.5 5 AGWa[1 1 North 0.310 0.300 36.00 1.0 0.5 5.5 0.85 0.70 None None 1 FW 1 1.2 AGWaLl 1 North 0.310 0.300 16.00 1.0 1.2 4.9 0.85 0.70 None None 4.9 1 FW 8 0 2 AGWall 1 North 0.310 0.300 4.00 8.0 0.0 2.0 0.85 0.70 None None 1FW 8 0 7 AGWaLL 1 North 0.310 0.300 46.00 8.0 0.0 7.0 0.85 0.70 None None 1 LW 1 1.2 4.9 AGWall 1 East 0.310 0.300 14.00 1.0 1.2 4.9 0.85 0.70 None None 1 LW 0,0,0 AGWall. 1 East 0.310 0.300 7.00 0.0 0.0 0.0 0.85 0.70 None None OLW 0,0,0 FndWall 1 East 0.310 0.300 5.40 0.0 0.0 0.0 0.85 0.70 None None 2BW 7 3 7.5 AGWaU 1 South 0.310 0.300 24.00 7.0 3.0 7.5 0.85 0.70 None None 213W 1 1.2 AGWall 1 South 0.310 0.300 56.00 1.0 1.2 6.6 0.85 0.70 Some Some 6.6 2BD 1 1.2 8.1 AGWall 1 South 0.310 0.300 82.00 1.0 1.2 8.1 0.85 0.70 Some Some 2BD unsh AGWaLL 1 South 0.310 0.300 72.00 0.0 0.0 0.0 0.85 0.70 None None REM/Rate- Residential Energy Ana ysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 4 of 16 Building Summary Property Organization HERS 300 Naugles Rd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631-244-2627 Rater ID:2652967 Robert Delfino Weather:Riverhead, NY Sheehan Residence Builder 0366-0160-P1-Sheehan Residence Sheehan Residence _300_Naugles_Rd_CODE_QAD.big WindoW;lnfo-rmatiori Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading 213W unsh AGWall 1 South 0.310 0.300 42.00 0.0 0.0 0.0 0.85 0.70 None None 1 RW unsh AGWaL[ 1 West 0.310 0.300 33.00 0.0 0.0 0.0 0.85 0.70 None None ORW unsh FndWall 1 West 0.310 0.300 10.80 0.0 0.0 0.0 0.85 0.70 None None Door Information Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area Bsmnt 3 AGWall1 20.0 0.254 3.0 No garage 3 AGWall2 20.0 0.254 3.0 No attic 3 AGWall3 16.7 0.254 3.0 No Roof Information Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation Ceiling A49(16/11.5)(, 1742.00 2177.50 Dark No Attic 0.022 No No Vaulted V30(16)2(9.5) 96.00 96.00 Dark No Vaulted 0.043 No No Ceiling: A49(16/11.5)(2)FB* Information From Quick Fill Screen Continous Insulation (R-Value) 19.0 Cavity Insulation (R-Value) 30.0 Cavity Insulation Thickness (in) 15.5 Cavity Insulation Grade 2 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 11.5 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Attic Note Ceiling: V30(16)2(9.5) REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 5 of 16 Building ummar Y Property Organization HERS 300 Naugles Rd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631-244-2627 Rater ID:2652967 Robert Delfino Weather:Riverhead, NY Sheehan Residence Builder 0366-0160-PI—Sheehan—Residence Sheehan Residence _300_Naugles_Rd_CODE_QAD.blg Roof Libfary List Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 30.0 Cavity Insulation Thickness (in) 9.5 Cavity Insulation Grade 2 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 9.5 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Vaulted Note REWRate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 6 of 16 BuildingSummary Property Organization HERS 300 Naugles Rd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631-244-2627 Rater]D:2652967 Robert Delfino Weather:Riverhead, NY Sheehan Residence Builder 0366-0160-P1—Sheehan—Residence Sheehan Residence _300_Naugles_Rd_CODE_QAD.big Mothanicay'�Equipment r Number of Mechanical Systems 5 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 - Water Heater Type Instant water heater Fuel Type Fuel oil Energy Factor 0.85 Recovery Efficiency 0.00 Water Tank Size (gallons) 0 Extra Tank Insulation (R-Value) 0.0 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 Cool: A16-SEER,18k' =' System Type Air conditioner Fuel Type Electric Rated Output Capacity(kBtuh) 18.0 Seasonal Equipment Efficiency 16.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 75 Cool: 16 SEER'',6.k*, REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 7 of 16 ' ` ��NN� N�� Summary0�"�� N �� N0 �� / Property Organization HERS 300 Naugies Rd Energy Testing Services LL[ Projected Rating kkat1ituck, NY 11,952 631'244'2627 Rater|D:2652967 RobertDeUlno Weather:Riverhead, NY Sheehan Residence Builder 0366'0160'P1_Sheehan_Residence Sheehan Residence _300—Naugies_Rd_[ODE—QAD.big System Type Air conditioner FueiType Electric Rated Output Capacity (kBtuh) 6.0 Seasonal Equipment Efficiency 16.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location ` Attic Performance Adjustment 100 Percent Load Served 25 SystemType Fuei'Oned hydmnicdistributinn FueiType Fuel oil Rated Output Capacity (kBtuh) 27'0 Seasonal Equipment Efficiency 85.0 AFUE Auxiliary Electric 170 Eae Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 75 ' SystemType Fuei'finedhydrnnicdistribution FueiType Fuel oil Rated Output Capacity (kBtuh) q.0 Seasonal Equipment Efficiency 85.0 AFU[ Auxiliary Electric 170 Eoe Note Number O[Units 1 Location Attic Performance Adjustment 100 REM/Rate' Residential Energy Analysis and Rating Software v15,7 This information dues not constitute any warranty of energy costs or savings. Q19D5'2O18 NORESCO' Boulder, Colorado. Page 8of16 ' ^ BuildingSummary Property Organization HERS 300NaugiesRd Energy Testing Services LLC Projected Rating Nmttituck, NY 11952 631'244'2627 Rater|D:I65I967 RobertDeiMnu Weather:Riverhead, NY Sheehan Residence Builder 0366'0160'PI_Sheehan_Residence Sheehan Residence _300_Naug(es_Rd_[ODE_QAD'b\g Percent Load Served 25 ALL bath faucets Etshowers^~ 2gpm false Ai\ DHYY pipes fully insulated >~ R'3 false Recirculation type None (standard system) Farthest fixture to DHYYheater 74 TOTAL Pipekengthfor Longest DHYYrun 104 DYYHRunit present? false DHVVDiagnostics dhwGpd 50.59 peRatiu 1.00 dhhvvashenGpd 4.33 ciothedNasherHntYYatenGPD ' 3.89 EDeff 1.00 awaste 31.90 tmoins 57'60 ' dwhhWh|nietTempAdj , 0.00 pump[ono0wh 6.00 pump[onsMmbtu 0.00 REkNRate' Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. «x 1985'2018 NORES[O, Boulder, Colorado. Page Vuf 16 Building u ar Property Organization HERS 300 Naugles Rd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631-244-2627 Rater ID:2652967 Robert Delfino Weather:Riverhead, NY Sheehan Residence Builder 0366-0160-P1—Sheehan—Residence Sheehan Residence _300_Naugles_Rd_CODE_QAD.blg Duct Systems$ __ Name 1st Bsmnt Conditioned Floor Area(sq ft) 3574.0 #of Returns 3 Heating System N/A Cooling System 16 SEER 18k Supply Duct Surface Area(sq ft) 542.8 Return Duct Surface Area(sq ft) 301.6 Duct Leakage Qualitative Assessment Not Applicable Duct Leakage to Outside Supply+Return 0.040 CFM25 / CFA Supply Only Not Applicable Return Only Not Applicable Total Duct Leakage 0.040 CFM25 / CFA Duct Tightness Test Postconstruction Test Test Exemptions I ECC FALSE RESNET LtO FALSE ENERGY STAR LtO FALSE Type Location Percent Location R-Value Supply Conditioned space 100.0 0.0 Return Conditioned space 100.0 0.0 Name 2nd Conditioned Floor Area(sq ft) 583.0 #of Returns 1 Heating System N/A Cooling System 16 SEER 6k* Supply Duct Surface Area(sq ft) 29.5 Return Duct Surface Area(sq ft) 5.5 Duct Leakage Qualitative Assessment Not Applicable REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 10 of 16 BuildingSummary Property Organization HERS 300 Naugles Rd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631-244-2627 Rater ID:2652967 Robert Delfino Weather:Riverhead, NY Sheehan Residence Builder 0366-0160-PI—Sheehan—Residence Sheehan Residence _300_Naugles_Rd_CODE_QAD.blg Duct Systems Duct Leakage to Outside Supply+Return 0.040 CFM25 / CFA Supply Only Not Applicable Return Only Not Applicable Total Duct Leakage 0.040 CFM25 / CFA Duct Tightness Test Postconstruction Test Test Exemptions IECC FALSE RESNET LtO FALSE ENERGY STAR LtO FALSE Type Location Percent Location R-Value Supply Conditioned space 20.0 0.0 Attic, exposed 80.0 8.0 Return Conditioned space 20.0 0.0 Attic, exposed 80.0 8.0 REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 11 of 16 Building u y Property Organization HERS 300 Naugles Rd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631-244-2627 Rater ID:2652967 Robert Delfino Weather:Riverhead, NY Sheehan Residence Builder 0366-0160-P1—Sheehan Residence Sheehan Residence _300_Naugles_Rd_CODE_QAD.blg F1nfiltration and Mee,thanicaCVentilation Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Exhaust Only Rate(cfm) 140 Adjusted Sensible Recovery Efficiency(%) 0.00 Adjusted Total Recovery Efficiency(%) 0.00 Hours per Day 24.0 Fan Power (watts) 35.00 ECM Fan Motor false Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. 0 1985-2018 NORESCO, Boulder, Colorado. Page 12 of 16 Building Property Organization HERS 300 Naugles Rd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631-244-2627 Rater ID:2652967 Robert Delfino Weather:Riverhead, NY Sheehan Residence Builder 0366-0160-P1 Sheehan_Residence Sheehan Residence _300_Naugles_Rd_CODE_QAD.blg Lights and Appliances. Rating/RESNET audit Ceiling Fan CFM / Watt 0.00 Refrigerator kWh/yr 691 Refrigerator Location Conditioned Range/Oven Fuel Type Electric Induction Range No Convection Oven No Dishwasher Energy Factor 0.46 Dishwasher kWh/yr 0 Place Setting Capacity 12 Clothes Dryer Fuel Type Electric Location Conditioned Moisture Sensing No CEF 2.62 Clothes Washer Location Conditioned LER (kWh/yr) 704 IMEF 0.331 Capacity (CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior Lights% 100.0 Exterior Lights% 100.0 Garage Lights% 100.0 Interior LEDs% 0.0 Exterior LEDs% 0.0 Garage LEDs% 0.0 REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 13 of 16 ^ ~ ��8 �� 0 �� 0 �n�� N � N�� Summary �� Property Organization HERS 300NaugiesRd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631'244'2627 Rater|D:2652967 ' RobertDeiMno Weather:Riverhead, NY Sheehan Residence Builder 0366'0160'P1_Sheehan_Residence Sheehan Residence _300_Naugbes_Rd_[OD[—QAD.big |E[[ Requirements Verified |E[[O4 false Verified |E[CO6 false Verified |E[[OV false Verified |E[[ 12 false Verified |[[[ 15 true Verified |[[[ 18 false Verified NY'E[[[2U16 true Verified |E[[/W| false EPA Requirements Rater certifies that the home complies with the following requirements for: None Rater Design Review Checklist(NationaU Rater Field [heckbgL(Natinnai) HVAC Design Report HVAC Commissioning Checklist (optinnai) ENERGY STAR Version ]Appliances Amount Refrigerators O Ceiling Fans O Exhaust Fans O Dishwashers O ENERGY STAR Version 3Basements Basement Wait Area 50% Below Grad: false Basement Floor Area 0.00 20O9 |EC[ Prescriptive Requirements for ENERGY STAR v3.0 false Stab Insulation Exemption: false Indoor airPiusVerification Checklist false EPA Field App |D REkWRate' Residential E and Rating Software v15.7 This information does not constitute any warranty of energy costs,or savings. (D 1985'2018 NORES[O' Boulder, Colorado. Page 14of16 Building Summary40W Property Organization HERS 300 Naugles Rd Energy Testing Services LLC Projected Rating Mattituck, NY 11952 631-244-2627 Rater ID:2652967 Robert Delfino Weather:Riverhead, NY Sheehan Residence Builder 0366-0160-P1—Sheehan Residence Sheehan Residence _300_Naugles_Rd_CODE_QAD.blg OE Zero Energy Ready,,Home Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. votive Solar._u System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. Page 15 of 16 ` ' ��NN� N�� Summary0�»�� N �� NNN�� Property Organization HERS 300NuugiesRd Energy Testing Services LLC Projected Rating Matdtuck, NY 11952 631'244'2627 Rater|D:365I967 RobertDeiMnn . Weather:Riverhead, NY Sheehan Residence Builder 0366'0160'P1_Sheehan_Residence Sheehan Residence _300—Nougies_Rd_[ODE_QAD.bbg ' 998 Vaulted bed orient estimated windows inbsmt PU REM/Rate' Residential Energy Analysis and Rating Software v15,7 This information does not constitute any warranty of energy costs or savings. 0 1985'2018 NORESCO, Boulder, Colorado. Page 16of16 N Hone Energy Rating Certificate C() LL Property HERS 0 300 Naugles Rd Rating Type: Confirmed Certified Energy Rater: Michael Fauci o Sheehan Residence Rating Date: 2019-05-31 Rating Number: 0 CD 300 Naugles Rd Registry ID: 448023975 CD Matt;tuck, NY 11452 Estimated Annual Energy Cost Use MhBBtu Cost Percent L0 HERS Index: 54 Efficient Home Comparison: 46% Better Heating 52.0 $1043 60° '— General Information Cooling 2.0 $99 6% Conditioned Area 2399 sq. ft. House Type Single-family detached Hot Water 11.3 $233 13% Conditioned Volume 25768 cubic ft. Foundation Unconditioned basement Lights/Appliances 17.5 $282 16% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $76 4% .Mechanical Systems Features Total 82,8 $1733 100 Water Heating: Instant water heater, Fuel oil,0.85 EF,0.0 Gal. Cooling: Ai r conditione r, Electric, 16.0 SEE R. Criteria Coo ling: A;rconditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the followfng: Duct Leakage to Outside 23.04 CFM25. 2015 IECC UA Compliance Ventilation System Exhaust Only:67 cfm, 23.4 watts. 2015 IECC Performance Path Programmable Thermostat Heat Yes; Cool=Yes ECCC Mew York State 2016 Building Shell Features Ceiling Flat R-49.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-30.0 Window Type U-Value: 0.310, SHGC: .30 Above Grade Walls R-18.0 Inf;ltration Rate Htg: 1269 Clg: 69 ,50 Foundation Walls R-0.0 00,ethod Blower doa C �+ ichael Fauc; T( ! 3 sC nergy Testing Services LLC Lights and Appliance Features 1648 Locust Ave civ Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Electric Bo hernia N.Y.11716 LO Interior LED Lighting 100.0 Clothes Dryer Fuel Electric 631-244-2627 OD Refrigerator(kWhlyr) 620 Clothes Dryer CEF 3.94 Dishwasher(kVWhlyr) 239 Ceiling Fan(cfm/Iffatt) 0.00 Certified Energy Rater- . co oREM/Rate- Residential Energy Ana 101s.and Rating Software v15.3 This Information does not constitute any warranty of energy costs or savings. ®1985-2019 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. � M � F t it •♦ . Y J LR �k d + } �� ` ,�' .t ^.. , ,N. . , t: �, � ,�, *. � .� �` s �l �. f f • #! i �'� "3 4. ,,, �t �' S a ye"",�.. � -- .�' �'''" .r'' + - - �� R�� Y c�—�jC� r _ u � 4�0 030161364 AMI 4 :OM6 r1lAM.1 I(Mn� n, y' YH}! 14 ve ? U t� y s.h.h` (F,t•. •4 x41 Y),393 3 a �r r rpm New York State Resiclential Building Energy Standards ?2,fj;j �, Pr■oni.aa. G■r RRrr-. ■J�rl{-Uwv�rr lea+rw. m_�A.t o.e�s s.�.�ti wreRA ■ y�ar■i G��t •Y t��#M NitiF' R. tY.c a a.r 1Mtiar01■R® ■ y��19 rweow lftw ORM' R- �lMrOi wW V 9"A" MPC lrr! Ir.Mt poet 1 RMm"ImmRYRuKa■RM.. sr—Q~OA wwrftft r--Tr Ru,s4..w»s, �I I—t■■'t '1ba ati soR"1 aan.wa r//R��/,,R K�.A u■.r I gyti x M�a■iaii hR■.gaat W w4s■■+w+-ter.w...sem.�+w�w we.vw.r er+Mr c...++.4 tw—, Xi.-O% )Oct. +v.aw Mw Q...■r tw.. .+..« two.I�rmm rrr r...,e.w.stn■or.r ��..n■R..irM■ •fn R 14.11 W tat R■M•� -'.R/`s wa Fir t:Stri'1Y ld.�■ piafrs,r...11wvrraw...sw.vr.a......�N.r �PYI®1 R.1 ar■.��w wGW CrwM..lwaw w M�MRW■..rte i�1Y• .s M/�RVM.1�■wry■Gs.■rst s.r.w.•n■■...ti IRV R.keaa■.Mew..M 1 1 cN/N r�.C.t.dL^.�rL---1�^■•7 MI�R RMeR blww.rb.r c..ne+■waw Pt P+Rwr1Ra W Mw wRwaN-w om-,G .m memo fw v Garann4a Co.wvrcnr.coy tvR1 _. 1aa/Na tLc i.N.i aRl r M.Mw ft RM pm—a wl.aWw■RRY M M coti.■r .WJ.�I.tr■AMYr.aaww�MrJr4 !a`IA..■.Wr■ti r.l�t as+1.. i • • • • COMMENTS FOUNDATION (IST) ROUGH FRAMING& 7., PLUMBING a?Mri PAN STATE ENERGY CODE 16 PA W,Mom ADDITIONAL COMMENTS -r IN � a r ' aMpRm • �_ • t 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 Survey Southoldtownny.gov PERMIT NO. Y3 — Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 9 ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form ontact: Approved ,20 Mail to: Disapproved a/c Phon ��— Expiration D `- D In pect DEC 1 APPLICATION FOR BUILDING PERMIT F G DEM Date 1 Z-7 � , 20 1-7 _ T OFSOUTHOLD INSTRUCTIONS a �` a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspe r 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 s«eets 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 Grein described. The app �a 1 11 icable las, ordinances,building code,housing code, and reg ations,and to admit authWM Ybuildingfor necessary inspections. JAN 1 9 2018 (Signature of a?/cant or name,if a corporation) WELDING DEP'1r. V Ma_ 5A`ty i11� � N=S \ 1—'I QRZ TOWN OF SO=OLD (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ACS_U&'\`CE GZ Name of owner of premises YiE cE V__ -m. s Hr, ct-\ Mp\ �A G. .5 rc k\-A t'r (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No., Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 300 rlAU(aLES V-,0Ay tAA,-CTiTUC� t� �( House Number Street Hamlet County Tax Map No. 1000 Section 01°\ Block D-5 Lot D�1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VP\C-Int—N'C LoT b. Intended use and occupancy P2o Qo S'E� Z- STp" S 1 t-AC'Ll�—: iFP�t4.i Ute—' CZ,ES\67 t N`C`v�: 3. Nature of work (check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. t'1. N. 7. Dimensions of existing structures, if any: Front . -k\1. A. Rear N Depth �-A. N. Height 1s- P Number of Stories Dimensions of same structure with alterations or additions: Front 0. A •` 1 "` '= Rear ��+ ,-_. - . Depth �. P • Height A. Number of Stdries �= .`A >__ `-' ��'r=� �t r 1 ' I 8. Dimensions of entire new construction: Front 6`1� Rear 6 L\ `- Depth �� ! Height 2 6--1 Number of Stories 2- 9. 9. Size of lot: Front i 10. Rear kkb ,qo Depth Name of Former Owner Db0x5 f��tw N E' Amp �V\ s '` 3 E' kt� 10. Date of Purchase &J12--712-000 11. Zone or use district in which premises are situated F—— L�d 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO\ 13. Will lot be re-graded? YES""N NO Will excess fill be removed from premises? YES NO r)RF•Pk C SI�FENAr� L 6'-M M cN sTCEET 14. Names of Owner of premises%ieV- Addresst�355 Phone No.3A-1. 130 Name of Architect 30%A y e,%4,C C-o Address t-i Pnp�,r+sr.,saYvtur�r�`t"� lone No b3�. eg.°►�$`� Name of Contractor Address Phone No. 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 topograp"hi'cal data on survey; 18. Are there any covenants and restrictions with respect to this property? * YES IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Q,ZIP C-C—O being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the / 4ioF�� (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this A� day of 20 CLINT S HURST VAULMY Public-State of Ne t Notary Public ND.01HU6156752 Signature plicant Qualified in Suffolk County Lmy commission Expires Dec 4,2018 --Yr Scott A. Russell SUPERVISOR 1-L N[A\N A\ Gf1E1\M11E1\T SOUTHOLDTOWN HALL-P.O_Box 1179 Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 .� CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) •:._.SAN 2-� 2fl18 - _ _. _ --_ . - - • --= - - - -=- - - - -_ - -- = - - I)® THIS ]PROJECT INVOLVE Alm' ®F' THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No . Q❑ A- Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 151 F1 B. Excavation or filling involving more than 200 cubic yards of material ' within any parcel or any contiguous area. ❑n C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance- h- i F1 'M D_ Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑❑ E. Site preparation within the one-hundred-year floodplain as depicted --... _�_:_.�::- •---••---•-=en==��f`�-M�:p�-of-�13y-w-at�c--ou�se:--•--•---•---.__._._,�..._.___.-_..� •_: _ _..._ , ' ]F1 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag 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. S C_T.M. $: 1000 Date. APPLICANT_ (Property Owner Design Professional•Agent,Contractor,Other) District p� NAME 501�N (Z• �� C,� ARCH l- 0(9 bs o 1 ��'�� \7 tP..nn Section Block Lot FOR BUILDING DEPARTMENT USE GitiL`t �31. .`18t36 Contact information: M "- Reviewed By: - - — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: - - — — — — — — — — — — — — — Approved for processing Building Permit. BOO NA U C,LES _ Stormwater Management Control Plan Not Required � Stormwater Management Control Plan is Required (Forward to EngineeringDepartment for Review.) %vLo FORM " SMCP -TOS MAY 2014 Wu APPLICANT: S.C.T.M. : 1000 CHAPTER 236 (Properry Owner,Design Professional.Agent,Contractor,Other) „M a� 99 os 01� Stormwater Management Control Plan CHECK LIST` NAME: S6HO �. 6�rA GCO Section Block Lot06 x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application Yhv.s Y,nn Date: * The applicant must provide a Complete Explanation and/or Reason for not providing *' 63L5894888 r2 of A�,�,d all Information that has been Required by the following Checklist! iyunuc ekdAm'f nu�,u.n I A Site Plan drawn to scale Not Less that 60' to the inch MUST t If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: . YES NONA If you need additional room for explanations, Please Provide additional Paper. a, Location & Description of Property Boundaries b. Total Site Acreage, IsD c. Existing - Natural & Man Made Features within 500 L.F. �F of the Site Boundary as required by §236-17(Cu2). INSPECTIONSbefeFe A d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. CCA%arEn ineering at - e, Limits of Clearing & Area of Proposed Land Disturbance. Vprovide Enginee rS e f, Existing & Proposed Contours of the Site (Minimum Z Intervals) -th-9t the has been installed g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage Improvements & utilities, I). Spot Grades & Finish Floor Elevations for all existing & proposed structures. 1. Location of proposed Swimming Pool and discharge ring. P, j. Location of proposed Soil Stockpile Areas), k, Location of proposed Construction Entrance/Staging Area(s). n ' I. Location of proposed concrete washout area(s), ? IT), Location of all proposed erosion&sediment control measures. I 2, Stormwater Management Control Plan must include Calculations showing ! EROSION &SEDIMENT CONTROLS that the Stormwater improvements are sized to capture,store,and infiltrate I Shall include but not be limited to: RIMMING DUT- on-5itp the run-off from all impervious surfaces generated by a two(21 inch A well maintained Construction En r n rainfall /storm event. Wire Backed Silt Fencing, stabili7ation 8, 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: ' a. Erosion & Sediment Controls, b, Construction Entrance & Site Access. c. Inlet Drainage Structures (e,g,catch basins,trench drains,etc.) d. Leaching Structures (e.g. Infiltration basins,swales etc.) �e it Nva g► �0 L)EPA['i,T "NT USE ON1..Y Additional Information is Required. Reviewed & ; I Stormwater Management Control Plan is Not Complete. Approved By: i — — — — — — — — — — — — — — — — — — — — — — — - Stormwater Management Control Plan is Complete. Date: / Z3 SMCP has been approved by the Engineering Department. 7 I FORM " SWCP Check List - TOS MAY 2014 f Town Hall Annex J� Telephone(631)765-1802 S4375 Main r6)1A .P®Sx 1179rooer.richeW n U SoutYsold,NX'11971-0959 WELDING DEPARTMENT TO%W OF SOUTHOLD � APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: (, Ll� . / Name: License No.: g Address: D8 LP, l o lbn � Phone No.: b, I JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: �s��- `�/A )�S" � 0 *Cross Street: *Phone No.: Sczg G Permit No.: 3 _ Tax-Map District: 9000 Section: TL7 Block:*BRIEF DESCRIPTION DESCRIPTION OF WORK(Please print Clearly �(�J �0 �m�� 5T �i •(Please Circle Alf That Apply) Is Job ready for inspection: gEl/ NODoth In I Final *Do you need a Temp Certificate: ES/ NO Tamp Information(N eded) *Service Size: 1 Phase 313hase 100 950 200 300 350 400 Other Nevi Service: Re-connect Underground Number of Meters Change of Service verhead Additional Information: ENT®UE WITH APPLICATION 82Aeque8tfor1nVecUon Farm r,G nu �, --————————— Foj,(�® . G BUILDING DEPARTMENT-Electrical Inspector x TOWN OF SOUTHOLD "� �► Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # a Date /f�� Z� 2018 Customer Name /41—C-0 -514C--C- 4IJ Electrician Name Address Do GC S e i i u Phone e-mail e-mail Phone License -14 Size ZVU A Phase Overhead Underground D; #of Meters = RemarksG #of Underground Laterals 1 2 New "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This veritication is valid t 0 to above. Authorized by O�aSUF FD(,�coG Town Hall Annex Telephone(631)765-1802 54375 Main Road .< Fax(631)765-9502 P. O- Box 1179 C/7 Southold, NY 11971-0959 0- "'r O � � BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: PAT E F- w. Location of Property: '3 o o N i,10 r-UF-5 . tMI,,TT'\T v,c:)f� 1 1 015 2 Please take notice that the(check applicable line): r New commercial,or' residential.structure Addition to exi fing commercial or residential structurO" RehabilitatiQrta6.40 eAsting'commercial or residential{structure to be construc-,ted'b171 performed at the subject property reference.-abave will-utilize (check applicab(eJine): Truss type'construction (TT) Pre-engineered wood construction (PW) Timber construcfibh (TC). s = in the following location(s) (check applicable,line): Floor framing, including girders and beams (F) Roof framing (R) OI Floor and roof framing (FR) Signature: Name (person submitting this form): Sot1 N 'q-. t3 I? A c-C•-D Capacity (check applicable line): Owner -�N Owner representative TrussReg15.docx Effective 1/1/2015 ��,; •-y��`7��y s��=S'si f"��f•'t ��G��Ltn�E��+7`t�• - 4"r:+}}• r �"' �ktt'�"r,.J',jc`•t,.lS«.�'�,?a;� say,, i 1 nv,�, off. ,- _,.,6.�,y;r,3�r.�y_�.�4 �,�„3::r.r.r ,) `"�'v�,f��,�3"�£s•��'��''"?�i!,.� !. ��wt ^�•"� l�l��'.<r ati .i.�* Zai` J�i�� ii• • Ion 1.� ✓:.+ .+lam .. /t Si.r' ✓ r t`y � t t� i�t"1 ¢r Zr'iryr •.�•f r 7 4� 1�.�."y'-,� � '?1rtiGG 2t"�` t t f f. a••� f _ �J G:� •. \ 7�y !` ,,,. ?. : it r*ct�'t a t• i f. ! . a r J.F may=; • FLOOR FRAMING, GIRDERSAND BEAMS r 1 Q-SZ AMER, FsrstAinerican Title October 5, 2017 Town of Southold P.O. Box 1409 53095 Route 95 Southold NY 11971 RE: Title No: PAC-4280 Tax Map Info: 1000-099.00-05.00-009.000 Dear Sir or Madam: Please be advised that PECONIC ABSTRACT, INC. is a duly constituted and authorized agent of First American Title Insurance Company. As such agent,said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles, omit title exceptions, collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. If you have any questions in this regard, please feel free to call me at any time. Veryyours, Vincent L. Plaia, Sr.Underwriting Counsel VLP/sdr cc: PECONIC ABSTRACT, INC. P.O. Box 1267 405 Ostrander Avenue Riverhead,NY 11901 140 East 45"Street,44'"Floor,New York, NY 10017 TEL 212 381-6600 - FAX 212.922.0881 www.firstamny.com Title No. PAC-4280 VARIANCE SEARCH JEANNE ANSTETT, BEING DULY SWORN DEPOSES AND SAYS: THAT SHE RESIDES AT 386 MARCY AVENUE, RIVERHEAD, NEW YORK AND IS OVER THE AGE OF 21 YEARS AND THAT SHE IS THE OFFICE MANAGER OF PECONIC ABSTRACT, INC., AN AUTHORIZED ` AGENT FOR FIRST AMERICAN TITLE INSURANCE COMPANY, AND THAT UNDER HER SUPERVISION AND DIRECTION,, TITLE WAS EXAMINED TO THE PARCELS OF LAND DESCRIBED ON THE ANNEXED SCHEDULE THAT SAID EXAMINATION MADE TO INCLUDE 1011117 AND TO DISCLOSE IF SUBJECT PREMISES IS IN FACT IN SINGLE AND SEPARATE OWNERSHIP AS APPEARS FROM THE CHAINS OF TITLE ANNEXED HERETO AND THAT THE EFFECTIVE DATE OF THE APPLICABLE ZONING ORDINANCE 711183. AND THAT THIS AFFIDAVIT IS MADE TO ASSIST THE TOWN OF SOUTHAMPTON BOARD OF APPEALS TO REACH ANY DETERMINATION WHICH REQUIRES AS A BASIS THERETOFORE THE INFORMATION SET FORTH HEREIN AND KNOWING FULL WELL THAT SAID BOARD WILL RELY UPON THE TRUTH THEREOF. LIABILITY OF THIS COMPANY IS LIMITED TO $25,000.00 FOR ANY REASON. DATED: 1015117 SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 5t" DAY OF OCTOBER, 2017 t Ir� 0 1 f Qt�OLIUBY: kT NOTARY PUBLIC JEAN E NSTETT, OFFICE MANAGER MICHELLE VAIN, Notary Public,State of Now Yorlt No. 09VA4989798-Suffolk:county Commission Explres Dec. 16, -0 J t l Title No. PAC-4280 Premises Adjoining on the Nest 1000-099.00-05.00-002.000 Genevieve Naugles as administrator of the goods Dated 04/10/1964 chattels and credits of Stanley Naugles a/k/a Recorded 04/22/1964 Stanley Isadore Naugles died 12/3/1956, #34A1957 Liber 5531 Page 503 To Dorothy Bowers Olmsted Allison Sammon as executrix of Dorothy Bowers Olmsted Dated 11/23/1981 died 11/14/1978 in Monroe County Recorded 12/18/1981 To Liber 9118 Page 144 Carmine Ferro and Adelaide Ferro,his wife Carmine Ferro (No record found for Adelaide Ferro Dated 10/20/2000 In Suffolk County) Recorded 06/08/2001 To Luer 12123 Page 133 Karen Theresa Pittman Karen Theresa Pittman Dated 03/07/2006 To Recorded 03/24/2006 Gabriel Darin and Teresa Darin Liber 12442 Page 98 Note:Karen Theresa Pittman retains a Life Estate Gabriel Darin,Teresa Darin Dated 05/30/2009 Karen Theresa Pittman(Life Estate) Recorded 06/08/2009 To Liber 12590 Page 314 Chatin,LLC - Last Deed of Record. SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 5t" DAY OF OCTOBER, 2017 U/lu C'_" BY: NOTARY PUBLIC JWAE ANSTETT, OFFICE MANAGER MICHELLE VAIL Notary Public,State of New York No.01 VA4989798-Suffolk County Commission Expires Dec. 16, 20311 J Title No. PAC-4280 Premises Adioining on the South 1000-099.00-05.00-008.000 Joseph V. Cardia and Luisa Cardia, his wife Dated 09/26/1975 To Recorded 10/09/1975 To Liber 7923 Page 424 Vincent Stuppiello and Marie Stuppiello,his wife Vincent Stuppiello and Marie Stuppiello, his wife Dated 12/14/1987 To Recorded 01/05/1988 Petros Porfyris and Maria Porfyris,his wife Liber 10506 Page 563 Petros Porfyris and Maria Porfyris Dated 10/12/1990 To Recorded 10/24/1990 Christakis Christoforou and Mary Christoforou,his wife Liber 11159 Page 210 Last Deed of Record. SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 5t" DAY OF OCTOBER, 2017 BY: NOTARY PUBLIC JEAik ANSTETT, OFFICE MANAGER MICHELLE VAIL Notary Public, State of New York No. 01 VA4989798-Suffolk Coumy Commission Expires Dec. 16, 26w") r Title No. PAC-4280 Premises Adjoining on the South East 1000-099.00-05.00-011.000 Stanley I. Naugles Dated 08/04/1952 To Recorded 08/19/1952 Louis A. Darin Liber 3395 Page 10 Louis A. Darin Dated 11/25/2009 To Recorded 12/11/2009 Gloria A. Darin Liber 12609 Page 361 Gloria A. Darin Dated 11/25/2009 To Recorded 12/11/2009 Robert A. Darin and Gloria A. Darin,tenants in common Liber 12609 Page 362 Last Deed of Record. SWORN TO BEFORE ME THIS , PECONIC ABSTRACT, INC. 5t" DAY OF OCTOBER, 2017 c AnA ,I C e BY: NOTARY PUBLIC JEAN W ANSTETT, MICHELLE VAIL OFFICE MANAGER Notary Public,State of New York No.01VA4999799-Suffolk County Commission Expires Dec. 16,20-JI Title No. PAC-4280 Premises Adjoining on the North East 1000-099.00-05.00-010.000 Stanley L Nau rles Dated 09/11/1952 To Recorded 12/01/1952 William J. Sheehan and Gladys M. Sheehan Liber 3443 Page 448 Gladys M. Mills f/k/a Gladys M. Sheehan Dated 10/01/1990 Surviving tenant by the entirety of William J. Sheehan Recorded 10/23/1990 Died 3/27/1978 in Queens County Liber 11158 Page 278 To Gladys M. Mills and Peter W. Sheehan,joint tenants with right of survivorship Gladys M. Mills Dated 08/22/1994 To Recorded 12/08/1994 Peter W. Sheehan Liber 11705 Page 747 Last Deed of Record. SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 5th DAY OF OCTOBER, 2017 NOTARY PUBLIC JEAN ANSTETT, OFFICE MANAGER MICHELLE VAIL Notary Public, State of New York No. 01 VA4969798-Suffolk County Commission Expires Dec. 16,20_j') 1 Title No. PAC-4280 Premises Adjoining on the North NAC'TGLES ROAD SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 5t" DAY OF OCTOBER, 2017 � r-" LA--!-b-D-,,j BY: NOTARY PUBLIC JEAN E A STETT, MICHELLE VAIL OFFIC EVA Notary Public, State of New York No. 01VA4989798-Suffolk County Commission Expires Dec. 16, 201'1 Title No. PAC-4280 Subject Premises 1000-099.00-05.00-009.000 Joseph C. Bugdin and Victoria Bugdin, his wife Dated 12/07/1960 To Recorded 04/25/1962 Peter Malone and William J. Sheehan an, Lo s Dan Liber 5156 Page 544 Note: Peter Malonedied 98, # 1954P98, Premises to Doris M.Malone Note: Doris M. Malone died 1/7/1999,#482P99 Note: William J. Sheehan died 3/27/1978,#5978-78 ' Gladys M. Sheehan executrix under last will and testament Dated 04/12/1980 of William J. Sheehan Recorded 04/15/1980 To Liber 8806 Page 384 Gladys M. Sheehan Peter W. Sheehan executor of the Estate Dated 04/27/2000 of William J. Sheehan Recorded 05/09/2000 To Liber 12041 Page 332 Gladys M. Sheehan, as to an undivided 1/3 int. n/k/a Gladys M. Mills (Correction Deed) Note: Deed in Liber 8806 Page 384 incorrectly named Gladys M. Sheehan as executrix of the Estate of William J. Sheehan which deed in Liber 12041 Page 332 corrects. Gladys M. Sheehan n/k/a Gladys M. Mills Dated 4/27/2000 Victoria M. DiGaudio and Doris M. Macchia as co. exec. Recorded 5/9/2000 of the Estate of Doris M. Malone(Burr. #482P99) and Liber 12041 Page X33 Louis Darin To Peter W. Sheehan, Maria C. Sheehan, as tenants by the entirety Last Deed of Record. SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 5t" DAY OF OCTOBER, 2017 c �� BY: NOTARY PUBLIC JEANN STETT, MICHELLE VAIL OFFICE MANAGER Notary Public, State of New York No. 01VA4989798-Suffolk County Commission Expires Dec. 16,20 "1 a I EXI5?1NG Vjk'l 1. r I Now OR FORMERLY I � EXISTING WELL I PMIS W. IEEHAN 6'�6'zl'CONcr ESE wA�our (VVv'l-LING) I NOW 012 PoWeRI.Y I A5 61 X1 I C KMGnn vv l C CONY "NG TO PLMIC WA-TV) ROBERT A.12AMN& OW OV PORWE V >' CON5MUCTM w Sia r (IMPROVEP) GLGRIAA t7Ai;IN IIYA fALMA50N& MOM:945-I ` � / <t7WELLING) LYI?IA'rALMA50N / 10 12 14 16 1 / C WELL WAtER) C GVuI;WNG) C IMPROVEt7) (MLI,WATER -�- - - - - -`- - +- - - - - - - - 7/- - - - - - - - - - CIMPRMP) / \ �WAv arta rrz anwn�r24 26 / - E - W^ rMING LIMITS I 51 �W ----- � �\(�----� �-�---- I - ----- I - /� W IW. HA vALE I4"rvc5171235iiW�WavG� I ' I ��rr Il3.y' 1 (� r1 "�^ ec>:noN �cros�D �(� � � �,� �—�I � 1."--1 DD EXISTING WELT. `0 g \ \ I P 1 a.c� P OSED e��Zos I r I _ _ _ OZA5 o 0 p (4 �1 �I JAN 1 9 2018 S1V t osrD L I 1 G�VEREl7 p07Lli = RAI \ O I �. 17KNN ' SY5rEM.2 �� Rc5117ENCE NOW OR rOmlzlY IN. j 109,6' FE eo 1 �� L.22.5 © lip 55 \ SII 1 C &MAKY COFORM M V a 1,313S $� a F'WPO5VD _I _ _ � <17W1 LUNG) a r�rsolL 1 a yl '� I I,� I I?Lo - � � TO-WIN OF SO MOLD I s1t r I�tocrrll C WELL WASIV 11 AREA I toe,o,: , rwrrr�n y0 -J I , <IMPRGVEt7) �j FENCING I6�YOSFt ----- I 'B' - TOrZ75�--- -pA --- --- I 103 - z - � � - ... 9.9 9.9 9.7 1 -- �06' 20' 10011W I 1 rkoros pWA S5 M u3 J 288.'}9'1 I 31.1 NOW 09 PORMEP.Y 10 12 14 I6 15 20 22 \ 24 26 28 �RAICfTAP�A51MAK15 FWP05w 1,000 auON CLEARING LIMITS MCrANrAL R 5e nc'r r�ros�n C 2}.030 S.P.) C PLI IG WATER) p IZACHNG r0M5 AND 50% NOU5E 1W NOW OR rokm .Y E;XrAN510N, CHA11N LLG (FOX WATIZ) Site Pian r+....afy' .t'.SFS°t�;'"L�; f5•a{S.CJ a. 5cal e - I'' - 40'-0" NOM NEW HOME 13A5�b ON A SU1:\/�Y 13Y: THE SHEEHAN RESIDENCE YOUNG & YOUNG 300 Naugles Road LUT'HERS ROAD I ANP 5UPMYOI: Mattituck, New York PAT�P 10/ 021201-7 Tax Map #: 1000 - 99 - 05 - 9 UOT PMA: 31,369 5.F. - 12'ACM ' 6P,055 FI.00�ASA - 2,969 ;O,FT, JOIN R. BRACCO Registered Architect,P.C. 5 t3WPOOM5 17 Main Street NY 11782 HUHr5f �XMCSP G�OUNP WlkTM pit? ph:(631) 589-9888 MLI # U5CA5 4100070-723.51901 5 53325. 1 15 �VAIION 2.9 fax: (631)589-9889 W WW.jOhnbraccoarchit-ct.com December 06, 2017 Rev. 12-27-17 4 r _ I1.,.... _ CROSS SECTION :55OpYZ` ICTU1:� Srr«;ucTu Temporary Construction Entrance Detail MAY I nRAINAa CAI.CUI.A11ON5: \ 2" PAINT`&. • � �QUII�P 1 1200F 2,311 5Q.Fr, x .167 - 385.94 C.F. MAR POPCN & 511:85 143 5Q.Fr. x .167 - 23.88 C.F. PAT10 605 5Q.Fr, x ,167 - 101.04 C.F. CFI.I.AR�NTRANGF 55 5Q.Fr. x .167 - 9.19 G.F. ACC�550pY�53CONCM1t PAP 2550.F-r, x ,167 - 4.18 C.F. 5TRXTUp�5 W RKWAY 810 50.1 r,x .167 - 135.27 G.F. Z ► for& 659,50 C.F. lv-eb-PAINA6� 5Y5SM #1: 2" PAINFAL. �QUIr�P O I ROOD 2.311 5Q,1'r, x ,16-1 x ,5 - 192.97 C.F. 0 RIVFWAY 810 50.Fr. x .167 - 135,27 C.F. U I rOtA1- 328.24 C.F. 5�0' � I PIZOVIPSP CAPACITY OF 60 x 4' MP PING - 168,9 C.F. 115� (2) 8' 0 x 4' 12�V 0%5 - 337.8 C.F. PPAINAGF ONG r0 P3 INSrA AZP 2'-011 A30VI: CAROUNPWATFI r /PMINA6� 5Y51U #2: ' 211 P.AINF&L 1 MQUIMP POOF 2,311 5Q.Fr. 067 x ,5? — 192.97 C.F. PATIO 605 5Q.Fr. x ,167 ® 101.04 G.F. WAP POPCH & 5TW5 143 5Q.FT, x .167 - 23.88 C.F. ACC�55ON I TOrA- 317.89 U. 5TRUCTTp 5 PI:OVIPW / CAPACITY OF 8'O x 4' MW RING - 168.9 C.F. U55 (2) 8' 0 x 4' PMP RING5 - 337.8 C.F, 12 AINA2 RING r0 Ply I1\15rAl.l.42 2'-0" APOV� OPOUNPWASR / V/t2P,*Aa 5Y5fW #5-. - ;�550V MMAY MQUIM-19 UCTUS / CFI.I.AP I:NTPANC6 55 5Q.Fr, x .161 - 9.19 C.F. CONCMir;: PAP 25 5Q.Fr, 067 - 4,18 C F, TOTAL 13.37 C.F. EROSIOUr,i SMMENT CONTROLS PI:ov1Pl:P Shall include but not be limited to: CAPACITY OF 4'0 x 4' PFFP 0W — 34,9 C.F. 'd A we maintained Construction Entrance, 1,15F (1) 4' 0 x 4' MV RING - 3419 C.F. Wip6 Backed Silt Fencing,stabilization & Pf2AINAGF PING TJO PF IN5rA N2 2'-011 APOVF 6ROUNPWA1I:1; ' (SWAY $6eding of exposed and/or inactive soils. / /TEST BORING DRAINAGE INSPECTIONS ARE REQUIRED EL.=15.1 DARK BROWN LOAM OL Contact TOS Engineering at 765-1560 b(_:,-- 1 - Backfill, OR Provide Engineer's Certificalion that the drainage has been installed to Co&,. BROWN SANDY SILT ML 9' APPROVAL.07 "MATER MANAGEIVIL,,. PALE BROWN SP ECONTROL I'l�� - :G r'n ode r 6 FINE SAND D W Date: 13.3' Approved by: JAN 1 c WATER IN PALE i BROWN FINE SAND SP NDS 12"PRO ERIE HANNEL DRAIN DRAT W! . .INHIBITOR F;-1''.:_,�'� 1E'MIN 12"PRO8ERIE3 CHANNEL DRAIN RECESS CHANNEL 118"FRO MTOP OFCONCRETE 2D' TOWN OF'S CONCRETE MINA" EXPANSION JOINT WATER ENCOUNTERED 13.3' BELOW SURFACE DEPTH. WATER ENCOUNTERED ® EL. 1.8 J r °'•' McDON LD EOSCIENCE 4' ° p k, Ilan - -09,11' - NEW HOME THE S JL" RESIDENCE -'- 300 Nauglles Road COAOACTEO SOIL COMPACTED SOIL 1Vlattituck, New York 93 REBAR x 12"LONG.TO SECURE DRILL FLANGE AND LA�EFUIL CHMUEL MOVhRNT WIRE TIE RESAR TO CHANNEL !1 BRICK LOMTIGNS. JOHNRBRACCO j0VjN S.BF;ACCO R. r� Trench Drawl Detail )?e�istered Architect blain Street a N.T.5, ? -_ aille, New York 11782 "� �� I I E45VW V)a? 1 I NOW 012 WRWRt y I / EXISTING AtI.l. I CEMMING) NOW OR FORMERLY I A5 MANTAGTUT DYA�lour ` C CONVV"NG V IWLIG WATER) � / R013ERf A 17P�N& A R FORMEId.Y CON51mcnON w ur (IMPROVED) / GLORIA A.PARIN MODEL,945-1 1 � / (Ml MA50N& 10 12 14 16 (ML WATER) AINci) 6 \ 1 / C IMPROVED) ING) \ \ / WATI;tO —�- - — �- - - —I— — - - �8 - - - - - - - - - - - - - - - - VED) / 26 �O-w _ -------/ 1-5,1 ---�---- ----- IAIZINGLIMITS 1 / WW / fH \ ( - o ------ 24 �3.F•.)'1 I p , A �E ING / '40'-IV W—W� �� P .vRWeWAY ��' \ X11 HA GALE 14"rVCSDIZ3 �w e>`� I `� 1 / / Q _ TEMPORARY �)1��arcl \ w>W-W _ I 113.5' / (/ C 12)8'0 K 4'DEE FXI571NG WEI.I. (�1( ` �9 D i ('�..•Y 5:�11 3' 1 "'� QQVERED FGRLH DRN l SYSTEM2 1 ` DD 1-� 50' IN. b 1 f4 m5lpENCE\ - C2)8' 4'DEEP RING t _ NOW OR F0 121.Y lo9b' FE 8 1 �� ' �'22,5 PVC �5 11\ cwzlsTArJs a�RlsroFORM JAN 1 9 2018 1 @ g — — - PROPOSED I I 1 \ Kl &MARY CHRISTOFORM t01'S011 I a �� Z I °'1 I I I — \ C w✓ELLaNG) M g I\ 51Lf 90CKPII E �q,• 2111,i ' PROPo% I y� c` 1 1 (WEI WASIZ) _ _ FENCING I A > _ _ <IMI'ROVF17) IZ 6 css�, ----- C LAR NrPAN —{ PAn�- I TOWN O SOiT HOLD 9.9 9.� 9.� I —— � 06" 20' 0011W I — — I �� r 0%V DRry SY m u3 I 288.x}9 I -I- I 3I.I (1)4'0 K 4'DEEP ANG NOW OR FORMERLY I l I I I I 21 I 1 PALL PAFASIWk15& . 11111:1111111-3, 17 10 IZ 14 16 16 20 22 \ �} 26 28 Mr-KA A ROP 000 Ga� / \ GL W,'ING UM15 � � GA`'INAKIS \Z �j RMOANGIII.AR SEFnC fANK \ C 24.030 5f.) (PLMIC WATER) tS W/ (2)8'0 x 6'DEEP PROPOSED d U IEfcgw POLLS AND•Sox HOU5E TRAP NOW Or:rORWI0 Y \ C IMPROVED)2Z � ��A00O 2Z EXPANSION, diATIN LLC \ � <GWILUNG) \ i C PLI X WATEPJ p � Q� 025J63 �® PTSTte �'1'an OF tt4s-YV�Yha' '•F*-��'��'1. ISM iF-^�;.? k d7�'t .\I n'1 K4b...^nbS19...aN}VY w 1 5cal e - III - 40'-0'' NOlztrt NEW �OM PA5�12 ON A 5UI2V�Y PY; THE STIEEHAX RESIDENCE LUTHERS ROAD YOUNG & YOUNG 300 Naugles Road �ANb 5Uf MOIZ Mattituck, New York bAT�b 10/ 02/ 2017 Tax Map #: 1000 - 9'9 - 05 - 9 1 O`f APFA: 31,364 5.F. - 12 ACTe JOHN R. BRACCO GI2055 FLOOIZ ASA - 2,964 50.Ff, Registered Architect,P.C. 3 PWPIOOM5 17 Main Street NY 11782 HIGHF5f �Xp MP CKOUNP WATF-1: M ph: (631)589-9888 MSI # U565 410007072331901 5 53325, 115 �VAT10N 2.9 fax: (631)589-9889 J www.johnbraccoarchitect.corn December 06, 2017 Rev. 12-27-17 .b 41 QE NGETJ�- By of''folk `t Wit.ell x �� ° �•V1 e�VVe a VI i ✓A(Al , 1 I EXI511NG amu- I � ��h'�•�,��`L� �� I NOW ORFORMERLY 1 / EX1511NG WELL I PETER W.5WVE m CL?MLUNG) I �NOW ORFORMMCLY WA7 r Fi I-INE(S ;L U-511 El,g i'dC,P ECTED BY,THE C CONVERTING TO Pli3LIG WATER) I RODEI21 A,17APJN& OW OR FORMEIa Y / r r s �^r _;E i k. 3' B i E ,i.I . ,) f C J, / GLORIA A.PARIN SuF. 0L v .:J.�<":' :1: \ (IMPROVED) 1 IIYA rAI.MA5ON& DVA (�+� �&'��y- .. .y �_ie: :1 JEitiJ 1'T 1'O:JVANC 10 IZ \ 14 I6 , / <WELLLWAIE)PJ LVIAZALMA50N / CAL,- 0 �,5 �� ' I 1 / C IMPROVED) C WELL WATER) / —� - - - - 4- - - —j — t- - - 18 - - - - - - Td- - - - - - - - - - - (IMPROVED) 8,5 — zu.—— — 4PAY — 20 -T AY - — FOP5,C,H,n,5, APPROVA, 51MP /77 7- — o �W y -W-4V— 4- - ----- SUFFOLK — MEtER / s}0' WSW 1 O� I IW_W—W W�W W� \I I I ,DRWEWr I � g y / 1 1 _HI OI \ \\ I 1 // I .t l Il }i�'�..Y� d'1 $ l F.� VCAa K s^ ti°A I / p- o a�; D- 1Z TEST BORING DARK BROWN LOAM OL oAwi�wk, ED BROWN SANDY SILT ML eS k, 70plW7 50933 9' ® �® FN PALE BROWN SP 'OF _ FINE SAND f� Agbof Nagn Oetoji{s FOP, 5,C,HV 5, A MOVAI. 5TAMP TYPICAL CONCRETE RECTANGULAR , SEPTIC TANK 3 '- - WATER, IN PALE BROWN FINEI SAND SP 2 0' WATER ENCOUNTERED 13.3' BELOW SURFACEaPu WATER ENCOUNTERED @ EL. 1 .8 . McDONALD GEOSCIENCE 09/21 /2017 �P£ PROPOSED SEPTIC SYSTEM ? 15F ELROWS, ELBOW FOR THE SHEEHAN RESIDENCE 300 Naugles Drive Mattituck, New York 4.ELBOW AMRMTE le �Lvmx'9" W` M Tax Map #: 1000 - 99 - 05 - 9 aEANOUF MAIL fOfk A50 1407 SUEdECT' TD-VEHICULAR 7RAFF{;:, JOHN R. BRACCO ' rr1 ALL UY15, AtT£Rt AiE V 1S.FDR:REND&,ALMNATE Ir iS FOR 115E Wt1N-900,WEN%R/CONTE JQN Registered Architect,P.C. 17 Main Street CLEANOUT DETAILS NY 11782 phy(631j 99888 ; (NOT TO SCALE) fax: (631)589-9889 www.joI raccoarchitect.com H.S. Ref. No. R 10-17-0212 November 13, 2017 Rev.01-23-18 -Sp_ o� �n N �A A $o A g 2a O Z A W g <o mo a� go S I g; eeae of PA .361 Vim R=��87 L.I l �•1 6 I i � It A� 1 .� 1 1 ► .!R =m I 01 1 � 1 i i )ING-DEPT• 1 m O Sa• I I O 1 1 % I ' � 3 1 >o 1 1 Gov ' 1 I 20 1' ---- '�--t- - 1 ' I m 22.0, a 3 Q 16A' I IBs_ 10101-1A, iC (1 � S O u FOUNDATION 920ri I p 1 00 r3 210 9 111 IQ A N 1 1 I 6 1 I 03 (0 z o -1 It I o - I 1 �� 1'W i i d'03 I 9 0 i 1 1 ^E 1 I 3 3 tt 1 Z SITE DATA I 1 g= It I - 1 AREA = 31,364 50. f T. y2 A VERTICAL DATUM = N .V.DATUM(1988) 1 1 – o yy A CP I 1 F A b CHAIN LINA. m 1�E a x'30„W 110 4O 3”' 11 formerly ' go nom ?QlmaSon � $� TalmayO" gz n' L 1 nOA or Ghrl�Oform 1' y Mm f ormerly I Ghr�NiQry GhrlS�of°rm 1(IOA or aylmakl5 I �" Paul pap aslmak�s 1 m� K �rtet�a pap � g� 00 O = MONUMENT SET ■= MONUMENT FOUND A= 5TAKE SET A= STAKE FOUND 9� "v 400 Ostrander Avenue,Riverhead,New York IIg01 SURVEY FOR tel.631."12'1.2303 fax.651.12"1.0144 a� 4 4 youngenglneering.com PETER A. SHEEHAN 4 MARIA G. SHEEHAN �m at Mattltuck, Town of Southold Av Howard W.Young,Land Svrveyor Suffolk County, New York Thomas G.Wolpert,Professional Engineer Douglas E.Adams,Professional Engineer FOUNDATION LOCATION SURVEY v Robert G.Tast,Architect Robert 5tromski,Architect County Tax Map District 1000 section qq Block 05 Lot C1 SURVEYOR'S CERTIFICATION FIELD SURVEY COMPLETED SEPT.29,201.1 MAP PREPARED OCT.02,201"1 m n Record of Revisions ;a WE HEREBY CERTIFY TO PETER W. � FAN'-sc�-MAR `'� � C. SHEEHAN THAT THIS SURVEY WAS P f 411 ,`,��,, < RECORD OF REVISIONS DATE ozoo ACCORDANCE WITH THE GORE OF PRAG7GE•f'ARNDC�'S'. rnPn nnT esn2 �> ADOPTED BY THE NEW YORK STATE [AtIbN OrY (r FCNnATION I ne ATInN lLNF 7AA 7nIA v PROFESSIONAL LAND SURVEYORS. 40 O 20 40 80 9 scale: I" = 40' o� JOB NO.201-1-0181 �n HOWARD W.YOUNG,N.Y.S L.S.NO.45893 j, r' > L ,� ' DWG.2011_0181_foundation_loc I OF I �z PLOTTED BY.,Diana Lopez PLOT DATE. Jul 03, 2018 — 2:46pm DWG FILE: R:\2017\2017_0181\dwg\2017-0181—foundationJoc.dwg (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY UNES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TNuc 6— �. INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR MOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL A/G�E�N+CY AND LENDING IN/STTIITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTIlU1I0N5 OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(51)&CESSPOOLS(OP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 10 �a!u0 '*3°d `iaddau-A 6!aao i4�1 l p —L3J�.;�fir`,y°:'..•fix :'z wi6 a;: :%t.:, �i�:�..;F;v.._..%� '•:v'.. t;•;C'�5:;°� `" . ' coZ Z � rIn t 1 oc p to %•J-N73 S'1a:.f i5.r;.f.�'i�>•';.i i-',T i,lr j•�g 1 G SlIL �L 0 t erl y- t- 833M32 XPi V2P.:10 3:�3Ve jV 7 Al < ,00% jo-w�mc ( now or' form i y� 1 � 6 -- - �- ► ert RobP.. Dar I o o o 1 florin 6 > > W. 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V•� ---- Cl a IL Lyj�y6; J -------- 9b' _ — O K --'— p5� 10.4' NtL 925' a n pQ Vy JO O AG r-Q O 4 Li1v E to 191L UNIT5 Q 11 y1 °p cl C C L• N U ��(j/� n L T 6167 V V / Lu tu O6020100 I 0�6 0K o 0d, 7 }' mm m V �IV-t" g/u now or formerly o 6 Q- m ry® } L Q Ari �r Ghatin Z q ► o a' in gIL u- ,.t✓,,f,:f o m m W in in __ 2 1 0 5 G m r Nm � 11 6 `mom $ lu W 3 m ��oz o r Jnr �- w Q a WLLQ m E f Q a �� q QC IT E�In -13 00 rz u1 Q >� F-T } �Zg z O �J (� N Q {{OccL W Q t(1 0 ^ ry H 0 Q ''_ IL `o y it XZ Jl J _ L�4 N pOp o 2n 0I il BUFF � r z , REScheck Software Version 4.f®4 Compliance Certificate Project New Home Energy Code: 2015 IECC Location: Mattituck, New York D /7F' Construction Type Single-family .' Project Type: New Construction Orientation: Bldg. faces 0 deg.'from North JAN 1 Conditioned Floor Area: 2,412 ft2 9 2018 DP Glazing Area 16% Climate Zone: 4 (5331 HDD) r:'i Permit Date: �`" Permit Number. ®-WX®�° ® ��$,� Construction Site: Owner/Agent: Designer/Contractor: 300 Naugles Drive Peter Sheehan John R. Bracco Mattituck, NY Naugles Drive Architect, P.C. Mattituck, NY 17 Main Street Sayville, NY 11782 (631)589-9888 johnbracco@johnbraccoarchitect.co m a e e es Compliance 7.0%Better Than Code Maximum UA- 444 Your UA 413 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the'hcuse 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 G 8��t.ArL Cavity tont. Wall 1:Wood Frame, 16" D.C. 666 19.0 3.0 0.050 19 Orientation: Front Window 1. Vinyl/Fiberglass Frame:Double Pane with Low-E 141 0.300 42 SHGC: 0.40 Orientation: Front Door 1: Glass 140 0.300 42 Orientation: Front Wall 2:Wood Frame, 16" o.c. 824 19.0 3.0 0.050 40 Orientation: Right side Window 2.Vinyl/Fiberglass Frame.Double Pane with Low-E 31 0.300 9 SHGC: 0.40 Orientation: Right side Wall 3:Wood Frame, 16" D.C. 666 19.0 3.0 0.050 28 Orientation: Back Window 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 66 0.300 20 SHGC: 0.40 Orientation: Back Door 2: Glass 42 0.300 13 SHGC: 0.40 Orientation: Back 824 19.0 3.0 0.050 39 Project Title: New Home Report date: 01/19/18 Data filename: C:\Users\David\Dropbox\Shared Drawings\Sheehan\Sheehan_2.rck Page 1 of 10 t i e e e e � Window 4.Vinyl/Fiberglass Frame:Double Pane with Low-E 41 0.300 12 SHGC: 0.40 Orientation: Left side Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,816 19.0 0.0 0.047 85 Ceiling 1: Flat Ceding or Scissor Truss 1,703 30.0 0.0 0.035 60 Ceiling 2: Cathedral Ceiling 113 30.0 0.0 0.034 4 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 design to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the R eck Inspection Checklist. Name-Title Signat Date J044ilN9 . 4R�R r� ®25063 OF i } I Project Title: New Home Report date: 01/19/18 Data filename: C:\Users\David\Dropbox\Shared Drawings\-Sheehan\Sheehan_2.rck Page 2 of 10 REScheck arVersion 4.6.4 Inspection checklist Energy Code: 2015 IECC Requirements: 0.0% 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. 5action. Flans Verified Field Verified # Fre4nspectiori/Flare i3eview Value, Value Complies? Comments/Assumptlons 103.1, ;Construction drawings and ;` ,❑Complies 103.2 documentation demonstrate ,, } _ ?❑Does Not [PRJ]1 ;energy code compliance for the 4,[-]Not Observable U41 :building envelope.Thermal envelope represented on ' Not Applicable ;construction documents. ;. 103.1, ;Construction drawings and � °�� ;❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for 4;, , [PR3]1 ;lighting and mechanical systems. } °` ., ❑Not Observable Systems serving multiple f❑Not Applicable ;dwelling units must demonstrate , ;compliance with the IECC „u Commercial Provisions. 302.1, ;Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 Isized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not jPit2Jz _ on loads calculated per ACCA ; Cooking: Cooling: Manual J or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. ❑Not Applicable i •s Additional Comments/Assumptions: 1 High Impact(Tier 1) 12'1 Medium impact(Tier 2) 3. Low Impact(Tier 3) Project Title: New Home Report date: 01/19/18 Data filename: C:\Users\David\Dropbox\Shared Drawings\Sheehan\Sheehan_2.rck Page 3 of 10 Se tion Foundation a i spection Complies? Comments/Assumptions €teq,ip _ 303.2.1 A protective covering is installed to `❑Complies (FO11F, =protect exposed exterior insulation ,❑Does Not ;and extends a minimum of 6 in. below E❑Not Observable grade. ; ❑Not Applicable ; 403.9 Snow-and ice-melting system controls,❑Complies [FO1232 `installed. ;❑Does Not ❑Not Observable! ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title- New Home Report date: 01/19/18 Data filename: C:\Users\David\Dropbox\Shared Drawings\Sheehan\Sheehan_2.rck Page 4 of 10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value complies? Comments/Assumptions & Req.ID 402.1.1, :Glazing U-factor(area-weighted U- U- ;❑Complies See the Envelope Assemblies 402.3.1, yaverage). ❑Does Not table for values. 402.3.3, 402.3.6, :❑Not Observable 402.5 ❑Not Applicable [FR2]1 3 ayll 303.1.3 ;U-factors of fenestration products' ❑Complies [FR4]1 !are determined in accordance -❑Does Not ;with the NFRC test procedure or taken from the default table. ❑Not Observable .❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier � :❑Complies — [FR23]1 !installed per manufacturer's ❑Does Not instructions. :❑Not Observable ❑Not Applicable 402.4.3 :Fenestration that is not site built i _ :❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable 'or has infiltration rates per NFRC 400 that do not exceed code ;❑Not Applicable ;limits. _ 402.45 1C-rated recessed lighting fixtures' ;❑Complies [FR16]2 sealed at housing/interior finish =❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ENot Applicable 403.2.1 ;Supply and return ducts in attics :❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ;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 [FR15]3 ,ducts or plenums. ❑Does Not :ate :❑Not Observable 3 •❑Not Applicable 403.4 ;HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 'above 105 °F or chilled fluids ;❑Does Not Y 33elow 55 °F are insulated to>_R ;❑Not Observable ❑Not Applicable 403.4.1 .Protection of insulation on HVAC :❑Complies [FR24]1 ipiping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 'Hot water pipes are insulated to R- R- ,❑Complies [FR18]2 >>_R-3. ;❑Does Not 3 1-Not Observable ❑Not Applicable 403.6 :Automatic or gravity dampers are ,❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. _ '❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) -T-2-1-Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Home Report date: 01/19/18 Data filename: C:\Users\David\Dropbox\Shared Drawings\Sheehan\Sheehan_2.rck Page 5 of 10 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Home Report date: 01/19/18 Data filename: C:\Users\David\Dropbox\Shared Drawings\Sheehan\Sheehan_2.rck Page 6 of 10 t [&..- t " Plans erified Field verified # Insulation IEnspection value Value Complies? Comments/Assumptions Iteq.lp 303A All installed insulation is labeled '❑Complies [IN1312 :or the installed R-values :❑Does Not ;provided. ❑Not Observable : t❑Not Applicable 402.1.1, ;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 bNot Observable ❑Not Applicable 3 ' 303.2, ;Floor insulation installed per '❑Complies 402.2.7 :manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the ; :underside of the subfloor, or floor 5 ;'[]Not Observable :framing cavity insulation is in ❑Not Applicable ;contact with the top side of ;sheathing, or continuous :insulation is installed on the underside of floor framing and I ,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 z❑ 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 : :requirement applies(FR10). E] Steel E] Steel ❑Not Applicable : 303.2 Wall insulation is installed per I❑Complies [IN4]1 !manufacturer's instructions. ;❑Does Not :❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2,1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Home Report date: 01/19/18 Data filename: C:\Users\David\Dropbox\Shared Drawings\Sheehan\Sheehan_2.rck Page 7 of 10 5�?ttion Plans Verified Field Verifie�EDmplles?# Final Inspection Provisions Value Value Comments/Assumptions & Req»1113 402.1.1, ;Ceiling insulation R-value. R- R- ,❑Complies See the Envelope Assemblies 402.2.1, ;F-1Wood F1Wood ❑Does Not table for values. 402.2.2, ❑ Steel ;❑ Steel ;❑Not Observable FI1]1 6 ❑ [ a Not Applicable FI1] 303.1.1.1,'Ceiling insulation installed per '❑Complies 303.2 manufacturer's instructions. -❑Does Not [FI2]1 ;Blown insulation marked every ❑ 300 ft2. Not Observable ❑Not Applicable 402.2.3 ',Vented attics with air permeable �❑Complies [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- UComplies [FI3]1 insulation >_R-value of the E❑Does Not ;adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = :❑Complies _ [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�vN» [FI4]1 =cfm/100 ft2 across the system or ' ft2 i ft2 ❑Does Not <=3 cfm/100 ft2 without air .❑Not Observable handler @ 25 Pa. For rough-in :tests,verification may need to ❑Not Applicable =occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 :determine air leakage with ft2 ft2 ❑Does Not ;either: Rough-in test:Total ;leakage measured with a '❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable ,w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of ,test. Postconstruction test-Total ; ;leakage measured with a ; s 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 [FI2411 :by manufacturer at<=2%of ❑Does Not ;design airflow. '❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ;❑Complies f F1912 installed for control of primary '❑Does Not ;heating and cooling systems and ' initially set by manufacturer to ❑Not Observable ,i code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [Fi10]2 �on heat pumps. °❑Does Not ❑Not Observable ❑Not Applicable 4015.1 ;Circulating service hot water ❑Complies [FI11]2 systems have automatic or ;❑Does Not accessible manual controls. ❑Not Observable ❑Nat Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Home Report date: 01/19/18 Data filename: C:\Users\David\Dropbox\Shared Drawings\Sheehan\Sheehan_2.rck Page 8 of 10 5e!tion Plans Verified,' .°Oield'U'eriified (~anal lnspection ProWsiens Cbrnplies7-- CammentslAssump�tlons & Re ID Value. Value' �l• 403.6.1 !All mechanical ventilation system ; :❑Complies [F125]2,, , Mans not part of tested and listed ( =❑Does Not HVAC equipment meet efficacy , '+" _. f ;;and airflow limits. r 3❑Not Observable (.. ;. "�❑Not Applicable 403.E ;Hot water boilers supplying heat ; "�-` '.❑Complies [F126]2 :through one-or two-pipe heating - g ❑Does Not :systems have outdoor setback control to lower boiler water - ❑Not Observable :temperature based on outdoor ;❑Not Applicable temperature. 463:5:1.1 ;Heated water circulation systems ,❑Complies [F128]2 ;have a circulation pump.The f❑Does Not :system return pipe is a dedicated i - return pipe or a cold water supply - ❑Not Observable 'pipe. Gravity and thermos- S ❑Not Applicable ;syphon circulation systems are not present. Controls for :circulating hot water system {pumps start the pump with signal ,for hot water demand within the :occupancy. Controls l' `automatically turn off the pump } 'when water is in circulation loop € :is at set-point temperature and iz To demand for hot water exists. § 403,5;1..2 'Electric heat trace systems k i❑Complies [FI29]2 )comply with IEEE 515.1 or UL !❑Does Not 1515. Controls automatically = adjust the energy input to the S', =❑Not Observable =heat tracing to maintain the r-- '❑Not Applicable desired water temperature in the s ; piping. r 40345:2• Mater distribution systems that ?❑Complies [FI3012 'have recirculation pumps that I _ '![]Does Not ;pump water from a heated water ; r :supply pipe back to the heated i ❑Not Observable ;water source through a cold ❑Not Applicable Iwater supply pipe have a demand recirculation water ' :system. Pumps have controls 4 ;that manage operation of the :pump and limit the temperature zof the water entering the cold ,water piping to 1049F. 403.5.4 ;Drain water heat recovery units ;❑Complies [F13112' ;tested in accordance with CSA a`, g❑Does Not ,,B55.1. Potable water-side ;pressure loss of drain water heat ❑Not observable 'recovery units < 3 psi for Not Applicable ;individual units connected to one ,> .,or two showers. Potable water- ;side pressure loss of drain water =heat recovery units< 2 psi for i" 'individual units connected to three or more showers. E ;,• <,;,. 404.1 :75%of lamps in permanent ;" :❑Complies [FI611 "fixtures or 75%of permanent (r 3❑Does Not :fixtures have high efficacy lamps. " ;Does not apply to low-voltage " 3❑Not Observable lighting. f " {❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ;❑Complies [FI23P no continuous pilot light. ❑Does Not ❑Not Observable ' r !❑Not Applicable 1 High Impact(Tier 1) 1-2,-1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Home Report date: 01/19/18 Data filename: C:\Users\David\Dropbox\Shared Drawings\Sheehan\Sheehan_2.rck Page 9 of 10 section Plans Verified Field Verified # Final Inspection Provisions' value Value itomp8fes? Comments/Assumptions &Req.lD 401.3 ;Compliance certificate posted. ❑Complies [Ft7JZ 3❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 ;mechanical and water heating ❑Does Not 'systems have been provided. { c - ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Home Report date: 01/19/18 Data filename: C:\Users\David\Dropbox\Shared Drawings\Sheehan\Sheehan_2.rck Page 10 of 10 ,Y EScheck Software Version 4.6.4 Compliance Certificate Project New Home REnergy Code: 2015 IECC P Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction JAN 1 9 2018 Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 2,412 ft2 Glazing Area 16% T�4 .• Climate Zone: 4 (5331 HDD) TOW-1-4 OF Souy-90LD Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 300 Naugles Drive Peter Sheehan John R. Bracco Mattituck, NY Naugles Drive Architect, P.C. Mattituck, NY 17 Main Street Sayville, NY 11782 (631) 589-9888 johnbracco@johnbraccoarchitect.co m Compliance. 7.0%Better Than Code Maximum UA: 444 Your UA 413 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies . 8 Ca vity U-Factbr UA Wall 1:Wood Frame, 16" o.c. 666 19.0 3.0 0.050 19 Orientation: Front Window 1.Vinyl/Fiberglass Frame:Double Pane with Low-E 141 0.300 42 SHGC: 0.40 Orientation: Front Door 1: Glass 140 0.300 42 Orientation: Front Wall 2:Wood Frame, 16" o.c. 824 19.0 3.0 0.050 40 Orientation: Right side Window 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 31 0.300 9 SHGC: 0.40 Orientation: Right side Wall 3: Wood Frame, 16" o.c. 666 19.0 3.0 0.050 28 Orientation: Back Window 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 66 0.300 20 SHGC: 0.40 Orientation: Back Door 2: Glass 42 0.300 13 SHGC: 0.40 Orientation: Back 824 19.0 3.0 0.050 39 Project Title: New Home Report date: 01/19/18 Data filename: C:\Users\David\Dropbox\Shared Drawings\Sheehan\Sheehan_2.rck Page 1 of10 1 ^y t ' o Pdrimeter Window 4: Vinyl/Fiberglass Frame Double Pane with Low-E 41 0.300 12 SHGC: 0.40 Orientation: Left side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,816 19.0 0.0 0.047 85 Ceiling 1: Flat Ceiling or Scissor Truss 1,703 30.0 0.0 0.035 60 Ceiling 2: Cathedral Ceiling 113 30.0 0.0 0.034 4 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the RES eck Inspection Checklist. -Tort(-4 . B lzP+C-06 F-c)ct 1 C_V Name-Title Signatur Date D AR �4 JOHN R BRACCO rta-� 025063 �® OF Project Title: New Home Report date: 01/19/18 Data filename: C:\Users\David\Dropbox\Shared Drawings\Sheehan\Sheehan-2.rck Page 2 of10 REScheck SoftwareVersion Inspecti®n Checklist Energy Code: 2015 IECC Requirements: 0.0% 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 flans Verified Field Verified 4 Pre-Inspection/Plan Review Value ValueF- carriplies? � Comments/Assumptions Sa Req.10 103.1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate '❑Does Not [PR111 ;energy code compliance for the ; -41 ;building envelope.Thermal ❑Not Observable .envelope represented on ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and �OComphes 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR311 ;lighting and mechanical systems. v ❑Not Observable 16 iSystems serving multiple :❑Not Applicable =dwelling units must demonstrate ;compliance with the IECC =Commercial Provisions. 302.1, ;Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based 3 Btu/hr Btu/hr UDoes Not IPR212 on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable 3 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Home Report date: 01/19/18 Data filename: C:\Users\David\Dropbox\Shared Drawings\Sheehan\Sheehan_2.rck Page 3 of 10 section. Foundation inspection- Coonplies? Comme6ts/Assumptions & Req.111) , 303.2.1 , ;A protective covering is installed to '❑Complies [FO11.1z yprotect exposed exterior insulation ;❑Does Not ;and extends a minimum of 6 in. below ; ;grade. .❑Not Observable ❑Not Applicable ' 403.9 ;Snow-and ice-melting system controls:❑Complies [FO121z. installed. ;❑Does Not ;❑Not Observable, a '❑Not Applicable r Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Home Report date: 01/19/18 Data filename: C:\Users\David\Dropbox\Shared Drawings\Sheehan\Sheehan_2.rck Page 4 of 10 section Plans:Verified Fieiei Verified # rarv�ing/Rough-ln lrsspectinn ' Valae Vaiue Corrtplles7 Comments/Assumptions &R6q.1b, 402.1.1, :Glazing U-factor(area-weighted U- ; U- ;❑Complies See the Envelope Assemblies 402.3.1, average). r ;❑Does Not table for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 ; ;❑Not Applicable [FR2]1 , 303.1.3 ;LI-factors of fenestration products b M ❑Complies [FR4]1 ;are determined in accordance . ❑Does Not ;with the NFRC test procedure or ;taken from the default table. ,❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ., „.y❑Complies [FR23]1 :installed per manufacturer's "f a• ;- [❑Does Not instructions. =sr ❑ ; Not Observable ❑Nat Applicable 402.4.3 ;Fenestration that is not site built ' ;; ;❑Complies [FR20]1 :is listed and labeled as meeting ` a ❑Does Not f AAMA/WDMA/CSA 101/I.S.2/A440 e-:or has infiltration rates per NFRC ✓, `x;;,•` =❑Not Observable :400 that do not exceed code " - A ° 3❑Not Applicable limits. 402.4,5 ;IC-rated recessed lighting fixtures', �ElComplies EfR1612 :sealed at housing/interior finish x, =❑Does Not and labeled to indicate <_2.0 cfm ;leakage at 75 Pa. ,❑Not Observable j❑Not Applicable 403.2.1 ;Supply and return ducts in attics ". ;❑Complies [FR12]1 insulated >= R-8 where duct is =❑Does Not 3 inches in diameter and >= i ;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 i s :for< 3 inches in diameter. 403.33.5" :Building cavities are not used as u" ,.;. � w .,❑Complies [FR15]3 °3ducts or plenums. ,` ;❑Does Not ;❑Not Observable ❑Not Applicable 4014 ;HVAC piping conveying fluids ; R- ; R- `❑Complies (FR17]z s above 105 °F or chilled fluids ;❑Does Not ;below 55 °F are insulated to>_R- 3 ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC )❑Complies [FR24]1 piping. ❑Does Not i❑Not Observable 4 ❑Not Applicable 403.5.3 :'Hot water pipes are insulated to R- R- :❑Complies WR181? E;?R-3. ;❑Does Not , : ' ;❑Not Observable } =❑Not Applicable 403.6 ;Automatic or gravity dampers are," a. ;❑Complies , [FR19]2 installed on all outdoor air r: ;❑Does Not intakes and exhausts. '.. [f ,;;❑Not Observable ` ;.• wF, '❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2.; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Home Report date: 01/19/18 Data filename: C:\Users\David\Dropbox\Shared Drawings\Sheehan\Sheehan_2.rck Page 5 of 10 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: New Home Report date: 01/19/18 Data filename: C:\Users\David\Dropbox\Shared Drawings\Sheehan\Sheehan_2.rck Page 6 of 10 Sectl6n, v ,„ ' Plans Ve"rifiec! Field verifies! Insolation Inspection Value Value Compiles? Comiments/Assumptlo s & Req.In.. 303.17' AAI1 installed insulation is labeled ., ;❑Complies [IN131� ',or the installed R-values ,. ;❑Does Not provided. } 3 { :[:]Not Observable ❑Not Applicable 402.1.1, ;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 t t ❑Not Applicable t 303.2, ;Floor insulation installed per ;L. ❑Complies 402.2.7 :manufacturer's instructions and '❑Does Not [IN2]1 ;in substantial contact with the ;underside of the subfloor, or floor `' •R'. ❑Not Observable framing cavity insulation is in ). '° ,,E❑Not Applicable ;contact with the top side of F• s ;sheathing, or continuous insulation is installed on the ;underside of floor framing ands;. ;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/z of the ❑ Wood ;❑ Wood ;❑Does Not table for values 402.2.6 ;wall insulation on the wall ;❑ Mass E] Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation ; (4-0) :requirement applies(FR10). ;❑ Steel ❑ Steel 3❑Not Applicable i 3 i } • 3 3 i t t 303.2 ;Wall insulation is installed per '.❑Complies [IN4]1 manufacturer's instructions. o- ❑Does Not # []Not Observable # " =,4❑Not Applicable Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Home Report date: 01/19/18 Data filename: C:\Users\David\Dropbox\Shared Drawings\Sheehan\Sheehan_2.rck Page 7 of 10 Section ' Pies Verified Fieid'Verii # inal Inspection Provisions Value Value Coor�plies? Commenis/Assumptions & RegAD • , 11 1 402.1.1, ;,Ceiling insulation R-value. R- R- :❑Complies See the Envelope Assemblies 402.2.1, ;❑ Wood °❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ;❑ Steel ;❑Not Observable ' 402.2.6 [Fill' _ 1❑Not Applicable 303.1.1.1,;Ceiling insulation installed per , ;."• ;❑Complies 303.2 ;manufacturer's instructions. j ❑Does Not [FI2]1 ;Blown insulation marked every ; 300 ft2. " '❑ . Nat Observable ❑Not Applicable 402.2.3 ;Vented attics with air permeable i❑Complies [FI22]2 linsulation include baffle adjacent ; ❑Does Not )to soffit and eave vents that 'extends over insulation. ,;' 3❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- '❑Complies [FI3]1 =insulation >_R-value of the ;❑Does Not ;adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 !,Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 ;ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable i ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4- - cfm/100 cfm/100 ❑Complies (FI411 cfm/100 ft2 across the system or ftz ft2 ;❑Does Not <=3 cfm/100 ft2 without air ; ;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 [F[27]1 :determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total leakage measured with a `•❑Not Observable pressure differential of 0.1 inch '❑Not Applicable ;w.g, across the system including ;the manufacturer's air handler ; enclosure if installed at time of ;test. Postconstruction test-Total ;leakage measured with a ; ;pressure differential of 0.1 inch ;w.g. across the entire system ; ;including the manufacturer's air ; handler enclosure. 403.3.2.1 ;Air handier leakage designated ;❑Complies [F124]1 ;by manufacturer at<=2%of I❑ Does Not ;design airflow. '❑Not Observable i ,❑Not Applicable 403:1.1 Programmable thermostats ❑Complies [FI9]2. ",installed for control of primary m>.❑Does Not ;heating and cooling systems and initially set by manufacturer to ❑Not Observable ;code specifications. H :❑Not Applicable 403.1.2 °:Heat pump thermostat installed ;❑Complies [FI10]z ;on heat pumps. ;❑Does Not ,❑Not Observable =❑Not Applicable 4035.1 Circulating service hot water ;❑Complies [FI1112 ;systems have automatic or f• =❑Does Not accessible manual controls. a i UNot Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Home Report date: 01/19/18 Data filename: C:\Users\David\Dropbox\Shared Drawings\Sheehan\Sheehan_2.rck Page 8 of 10 Section Plans Verifies ieid Veri Red Final Inspection Provisions ` ' !!slue Value Complies? Comments/Assumptions & Req.ID - 403.6.1 :All mechanical ventilation system ," a❑Complies [FI25Y Sfans not part of tested and listed " -❑Does Not HVAC equipment meet efficacy i ; ;and air flow limits. ,❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat t❑Complies [F1261Z !through one-or two-pipe heating ; ,❑Does Not systems have outdoor setback fi }❑Nat Observable ,control to lower boiler water n '❑Not Applicable •temperature based on outdoor ;temperature. 403.5.1.1 ;Heated water circulation systems ; ��, i❑Complies [FI28]2 :have a circulation pump.The 1: = ❑Does Not (system return pipe is a dedicated €°; :-.•�•` ;return pipe or a cold water supply°;. ' ;z❑Not Observable ,'pipe. Gravity and thermos- V F.. ❑Not Applicable ;syphon circulation systems are ;not present. Controls for i circulating hot water system "",!pumps start the pump with signal for hot water demand within the occupancy. Controls f ° {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.Tl,Electric heat trace systems ;❑Complies [F12912' !comply with IEEE 515.1 or UL i !❑Does Not 515. Controls automatically ' ' ;;,, ° ` adjust the energy input to the ; ,❑Not Observable heat tracing to maintain the ;❑Not Applicable :desired water temperature in the ! _ 'piping. ; 403.5.2 ',Water distribution systems that ❑Complies [F[30]2 ,have recirculation pumps that r 3❑Does Not PUMP water from a heated water s supply pipe back to the heated 1 ;❑Not Observable {water source through a cold i '❑Not Applicable water supply pipe have a G. demand recirculation water t :system. Pumps have controls i--> ;that manage operation of the .,pump and limit the temperature e, n of the water entering the cold f .!water piping to 104°F. 403.5.4 sDrain water heat recovery units ;❑Complies [FI31]2 .!tested in accordance with CSA N, i❑Does Not B55.1. Potable water-side >: ti ❑Not Observable pressure loss of drain water heat s irecovery units < 3 psi for i E❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water ,'heat recovery units< 2 psi for _ L yindividual units connected to ;three or more showers. i ? 404.1 ;75%of lamps in permanent vT,❑Complies [FI6]1 fixtures or 75%of permanent ;❑Does Not ;fixtures have high efficacy lamps. )❑Not Observable Does not apply to low-voltage ; lighting. ;❑Not Applicable 404.1.1' ?Fuel gas lighting systems have " ' ." ;❑Complies , [F123]3 'no continuous pilot light. x ;❑Does Not i. ❑Not Observable t ';❑Not Applicable 1 IHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Home Report date: 01/19/18 Data filename: C:\Users\David\Dropbox\Shared Draw!ngs\Sheehan\Sheehan_2.rck Page 9 of 10 Section Mans Verified Field Verified Final Inspection Provisions Value Value complies? Comments/Assumptlons & RecI41 401.3 ;Compliance certificate posted. ❑Complies IFI712 =❑Does Not ❑Not Observable ❑Not Applicable 303.3 ;Manufacturer manuals for ;❑Complies [F118]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: New Home Report date: 01/19/18 Data filename: C:\Users\David\Dropbox\Shared Drawings\Sheehan\Sheehan_2.rck Page 10 of10 50' MIN. 1 BUT SEDIMENT ON SITE KEEP u" SEDIMENT ON SITE > HAY BAIL AND/OR 8"THICK REINFORCED CONCRETE SILT FENCING TRAFFIC BEARING SLAB 24"DIAMETER \ E 2"ASPHALT ROAD SURFACE CAST 1AbN INLET GRATE i FRAME £ ON 4"COMPACTtD O RCA BLENDLU . r N iy•� 0 ll \A V ' PRECAST4 CONCRETE C ja,. W L.a rte. ZOIX e ''CF•., :1 T) 'c2i :'=� _ ? :c. �a::r\ �.1'a;� ..i;t,:-::.• ";i.': °t� +:�..jr �'+.'�ti a y.yr.4'...1:.:,4:di?..:.:r�wL`.. .,,r..a�:' :;••�ri•n.�tiw: "4�rh::r� .•. ON a VIII =�� ':.: '';;�+�;��•. '=: N. 51?III o® 1t1( - " D 5 \ 'i�,' C.I.r 'M1A•..,.. i:'C. nal tt\•". � 4 PVC S R 3 �: '-,i. :;4. ,�wT? :,;��; :.a:•.".:',�' •.�:�%is � DRAINAGE PIPE.TYPICAL \ •, i. Z W 0®® 10'DIAMETER x4'DEEP COPPERS CONSTRUCTION ENTRANCE - FOUNDAnO OF COMPACTED O < O 13 - PRECASTCb'NCRETE / LN ♦ 3/4" STONE BLEND OR N.Y. STATE D.O,T APPROVED R.C.A. n _ lV FILL TOW Min. ABOVE EXISTING GRAD FOR DRAINAGE. s< � 0®® — LEACHING RING. ( 0m � IIIII= �� CLEAN SAND i--� . • II I I I ROUND GRAVEL FILLnI21V�WAYSS / P N VIEW WATER 12%0"MI�I9'-0"DIamater 2--Q--MICLEAN SAND i / GRAVEL FILL EXISTING GRADE Typical Section @a Leaching Pool �� R 0 A o1. ' „ ;, ,,,.,,,, _.• (� CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED HAYBAILAND/OR 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. N,1'.5. / �'� g� 511?UCTUf2�5 SILT FENCING FILL TO18" (Mina ABOVE EXISTING GRADE FOR DRAINAGE. CROSS SECTION POVFWAY \ ACC�550f;Y 5112UCTU1� \ 5,I pLr,UM Temporary Construction Entrance Detail co 5TI2UCTUi?� \\ 1?k1V5WAY N.T15. �g�►oE z =LL ACC�550FY 51UCTUp� =LL 121ZAIWE C&CU�AIION5: of y IN. UNNAM�12 Poor Z.N1 5Q,rf. x .167 - 385.94 C.P. v0 1 t `' 1 OW POPCN & 511;P5 143 5Q.FT. X .167 - 23.88 C.P. F POAI2 \ ; , PERSPECTIVE VI VA -7 PATIO 605 50.Pt. x .167 - 101,04 C.F. o / I C�I,I M FNTWNCP 55 50. 1'. Y .161 - 9,19 C.F. ACC�550PY ,� 1y CONCP.�TE PAn 25 SQ,P'f, x .167 4,18 C.P. ss" MINIMUM 2x2Cp�S 11 WWWAY 810 50. 1', x ,167 '659,50 C�, FENCE POS \ I �� q*N u � � I "w g ,,�y Gp�S,�y.� � � i 12PAINA6- 5Y51�•M #1: WOVEN WIRE FENCE i'gA i \ tN~' > / (S x e -10116 WWF I °"b � "�\ 1 ' 2" t?AINI iV FILTER CLOT I 500 y �_w °� ` a — �, A-+ I Wor Z nI 50,P1', x 167 x ,5 - 192.97 C.F. SCOP N � w A w \\„ \ \.c 1Iy / ' ptthl�fY�tS 5 10fA1. AY 810 50. 1', x .167 ` 28.24 C.F. 200F I ppoyin�r7 I 1 MIN. SD FILTER LTERCbUNO G�O� I ( b •4�.�°� • U o �/w� `y' pUNatS _!_ I CAPACITY 0� 8 P�x 4 17�'I' SING -' 1 57. C.F. C.F.U5� (2) 8 (0 x 4 MP PINGS 337,8 .P PI?AINAG� KING 1"0 ff IN51"N-MP 2 -0" A00V9 CPOUNPWAS1 � 11 �� 15��` `.• / ` Zoo \ � PPAIWE 5Y5SM #2: MAXIMUM DRAINAGE AREA �hNOT �i� I 2" �AINFAI 1' 112 ACRE 1100 LINEAR FEET I NM`I 99 yq 1 t2 r C WI R) P.�QUII n l `O w ,� �x Poor ZV 15Q,F r. x .16-1 x .5 - 192,97 C.P. / PATIO 605 5Q,FT. x .167 - 101.04 C.F. SECTION DETAIL mm POI:CH & 5T�P5 143 5Q.F r. x .167 - 23,88 C.F. ` nt&MAY 1�NN15 ACC�5501?Y for& 317.89 C.F. COUI:1, 51't;UC1'UI2�5 PIIOVIMP ACC�550PY CAPACITY OF 8'0 x 4' MP MCA - 168,9 C.P. Silt Fence Details U51; (2) 8' 0 x-V Mflo 0NI65 - X37,8 C.F. 51�2UGTUf:�S I?f2AINAGP PING 1'O�3� IN51'N-I.Pn 2'-C" AI30V� Gt;OUNI�WA11;Z N.�f.S. / 12t?AINAGF SY51�M #3: 2" PAINPAILI. \ MIV�WAY MQUIM-P ACC�550f;Y C�I,I M MVANC� 55 50,Ff. x-16-7 - 9.19 C.F. 5TRICTUI:� 5TI;UCTR} 5 CONCMTC PAC? 25 50.ff. X ,167 - 4.18 C.F. fork 1 ,37 C.F. \ PPOVIf7�n 5VUCTUM �Q' CAPACITY OF 4'm x 4' MEP RING - 34.9 C.F. MIWF f IW6'0 M N5 Al I W 2'-0"9WvO - GPOUNf2WATM FLOW ` �� 120V�WAY ' TEST BORING / EL.=15.1 DARK BROWN LOAM OL \ Cr) BROWN SANDY SILT ML O SLOPE 4"VERTICAL FACE9. \ O i PALE BROWN SP BEDDING DETAIL / FINE SAND \ W 13.3' 1�,.1'. ' ANGLE FIRST STAKE TOWARD L/^�I J"^ PREVIOUSLY LAID BALE / '�' \ / / WATER IN ALE ; ` P r,n,t \ BROWN FINE SAND SP \ DRAIN GRATE W/U.V.INHIBITOR. �/. ^J �\✓ �L \ NDS 12"PRO SERIES CHANNEL FLOW ^/ /L ^�'� \\ � jQ 5 r-O / NDS 12"PRO SERIES CHANNEL DRAIN 16,MIN RECESS CHANNEL 1/S"FROM TDP OF CONCRETE. 2D' CONCRETE MIN.4" �N EXPANSION JOINT y WATER ENCOUNTERED 13.3' BELOW SURFACE T DEPTH, WATER ENCOUNTERED 0 EL. 1.8 Wrly O sojT-j1OLD McD09/�/2017 NALD EOSCIIENCE LLJ BOUND HAY BALES �� II II IIII I =I II II I HII-III-III -II-II=III I 1 NEW HOME PLACED ON CONTOUR -- SITT"'11 DATA: - _ _ _ _ _ Storm Water Management Control Plan -TLAN _ �- - Illu-lu -II-u-II - - 11=2 RE-BARS• STEEL PICKETS OR .„, ,.r;,, t j- -!- „VIII I I I A I I I �l I I�II�I�II I I I 111111 I I I I III -II I� THE S HEEHAN• RESIDENCE 2"x2"S TAKESI.5'to2' IN GROUND. 60'-0'' Scale - I" � I - 300 Naugles Road `' . r'" ,w r•.' DRIVE STAKES FLUSH WITH TOP OF NAME OF PROPERTY OWNER : Peter W. Sheehan & Maria C. Sheehan COMPACTED 801E COMPACTED SOIL Mattituck, New York HAY BALES. 13A5�12 ON A 5UMY 13Y: #]REBAR x 12"LONG.TO SECURE DRILL FLANGE AND , NCHbRtNG DETAIL PROPERTY ADDRESS : 300 Naugles Road, Mattituck, N.Y. 11952 YOUNG & YOUNG WIRE TIE REBARTOCHANNEL LATERAL CHANNEL MOVEMENT BRICK LOCATIONS. A SUFFOLK COUNTY TAX MAP NUMBER : 10'00 - 99 - 05 - 9 LMP 5Ut;V�Y01; 12ASL910/ 02/ 2017 JOHN R. BRACCO Bale Dike Details TOTAL SITE AREA/ ACREAGE . 31,364 S.F. / .72 ACRE Trench Drain Detail • 1.01'M, A: 31,36 5,F, _ 172 ACp� Registered Architect - Straw B TOTAL AREA WITHIN CLEARING LIMITS : 24,030 S.F. Gf;055 X1.0012 AK�A 2,797 SQIFTI ,.. ,. . ' ,-, � .. Y.� . • . .�� .�, 17 Main Street - ` LOCATION OF ALL PRIVATE WELLS WITHIN 100' 3 P3 PPI00M5 Wr.5. Sayville, New York 11782 1f •.• N,T5 ph.(631) 589-9888 HUHN 5T�XP�CTF-i2 GpOUN2 WAIM, pip , ^ 1 TEST HOLE LOCATION Vg�I # U565 410007012531 901 5 53325, 115 �I EVA110N 2.9 fax(631) 589-9889 December 06 2017 Rev. 12-27-17 1.; — 1 AV ' mm 71 16'-0" 22'-011 16'-o" GEl NERAL J N4 3 LS: I I.OI I (1-OI 1 I,-OI I A 11 11 �l%:Oil - �jl /S11 �11 r P P tz f3FfTFR FP 51NGLP - 8501`51 FP ITMTATM-9781`51 e-I,500,000P51 a FJ K' E7 = - I. ALL STRUCTUP.AL LUMP f013� MM-FIR N0,2 OR _ _ _ _ 2. ALL CONC t fO M MINIMUM 5,500P51 AFTER 28 PAY5 AV N COMPLIANCE WITH ffflLF P402.2 51ff A-2) 5, POUML ALL FLOOR FRAMING L 4MP PARALLEL FAR11 IONS _ 2"x12" _ 4. ffI%AH6 5R&L M FLRNI510 Af MIP5PAN 01` ALL J015f5 OVER 81,011 L -; p 1'-011 I'-0" I ( I'-O" O 5, 90 NOt'SCALE OFF 9PAWINGS FOR PIMFN510N5 Q /_t.Qll /_1-�,1 21'-0' t9'-611 WNm �� 2' 11 6, .-711 _ 6'-8" I,%O►i �, 6.81 FDUNPATION AN9 FOOTING NAVE CFN 9F51GI9 USING A PRF5UMP11VF LDA19 GAPING CAPACtfY OF 1-fON(2.000 PSP) FOP V CJ �`�� C/ - 11t M5IING 50L,%F �A e P401.4,10Uf A-2) � ,� N. O �r ,� -_- - -_- - - - - _- - -_- - - - � �yli N-Lt7PCKPRAMING1Ot3� I �y , - - -- _ - - _ 7. MFCMJICAL 5Y5TFM TO COMPLY WITH CHAPT�R512 ffOLa 24 OF THF 2015 (t�IT "11ONAL W51MMiAL COM FOR DNF- & TWO-FAMILY VViifUW5 � ' ' - - - - - - t i t I 11 1 I - �"="I� (v ��-=J� - - t t i 1 11 11 & 2016 WW YOB:5fATF LNIFORJVI COM 5LPPLFWW 1-� i (3) 2 x12 7T) 2x12 PM55UW fMAttt2 LUM IZ b, 1 (3O 2 x12 C 3) 2 x12 - Wim PIT}fP O 8, PLuwING 5YSTFM f0 COMPLY WMJ am�6 25TI�OW,155 OF TIS 2015 Nt�l?NATIONA M51MN11AL COM FOR Oil- &TWO-�AMLY MLUNGS _ I I 2�"x2�t" pOUtzCt7 CONCi�11; PI�tz5 Otz N01 nlPf'�n GALVANInt? = I � & 2016 tJFW YOM STATS UNIFORM Gtr SIPPLFMI;Nr. �n, 5 tat Lcw GPJ� MINIMUM - Q 9, FLzCMICAL 5Y5TFM t0 COMPLY WITH CWM15 54 TIJROUGH 45 OF a 2015 INTI:I�JA10%W51mWX CODE POP ft- &TWO-FAMILY MLLINGS � I � & HAR9l;�S. CONt�CtOt25. °�� -� � 1 & NA1217WA1Z1r*� (V � _ �` �` 12 t7Ft:P x IZ" V1/117� _ � � & 2016 MW YOM 5TATF LNIPORM CCM 5LPPLeWNr, I 'i( 2"x10" I.epak,DOAm Par ro rOL�Jt7A110N I � � �I POUWV CONCI2�ti; 10. ALL GLA55 f0 K 1/2 IN51AM2 LOW , ANY GLAZING TMf 15 CON5MMP fO K IN A KVMOU5 LOCATION AS ,� mm 5/8"o Pmr5 a 24 ac,51'AGGt:tz�n - - - - - - - - - - - - - - - t - - - - - - - - - �� pAt7 FOR SfAIP I PFR 8508.4 OF TIS 2015 INTFRMTIDNAI, RFSNTIAL GOPF FOR Ofd- & ?WO-FAMILY ILLINGS, tf�MS I-II SHALL l3P 1�MPTil7 Atm I r-=- _ _ -_-7 PROVIMP WITH A MANLFACTUMR5 PF56NA110N A5 fO a fTF OF GLA55 AIS TIf 59FTY GLAZING 5TANPARP VAT11 WHICH tr COM E5. - _ - 11, PROVM CLOCKING Af MI95PAN OF ALL NTFRIM NV MVIOR LOAF CARING WALLS _ 1 - - - - - - - - - - - - - - - -I �'�° � varro Fou1�7ATION12, PPOMI HNIC" CLIPS AT ALL P.AP1Pt?Aft C.FILING CAM t0 PLATE CONi CT IONS. o I ! I .- I I Will 5/8110[30111'5 5FF %ff A-5 FOR ALL A550CIATF2 5T MPNG & NOL9-190WN PFm5, 015 NTFRNATIONAL M519FWK COPE FOP Oil- & 1WO-FAMLY PMLLINGS. 2�" O.C.StAGGP 19 I I5. pROViPF FIP�-STOPPING IN C01�ORINANCF fO P6o2,8 OF T1 2 „ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 14. ROOFING LN R-i,AYMFNf A TLICA11ON IN COWMMANCF fO P905.2 OF " 2015 W 10WL M511�N'fK COM FIN ft- & � - - - - - - - - - � i of � f L - - - - _� - - , fWO-FAMLY PWFLLINGS,; ICF CARR T C IN5MI,N9 N ALL AMA5 TMf MVF A W5f0RY OF ICF FORMING ALONG FAW5, VALLFY5 FfC. I I N1 i f A5 MRP905.2,7 - - - - - -I - - - - - - - - - -- - J - L - - - - - - - - - - - - - - - - -� 15. ALL WlfA13LF POOM5 fO NAVA A MINIMUM GLAZING ATA OF NOf LF55 THAN 8% N Im P5 CONFO&Aia W05 OF TIS 2015 A/C I r 164,011 201-411 161-01, I lo" _ ' 1O" INTFPNAT10M- M5IPFMiAL COPS FOP ONS- &TWO-FAMILY W&LU65& 2016 NFW YORK 5fATf I.NIFOPA CCm 5UPPLFMFNf. Q I I t "' I I 10" M POLMt2 CONc�1M 16.ALL HffifVI,F PDOM5 fO HAVE A MINIMUM WOLA110H AMA OF NOf LF55 THAN 4% N CONFORMANCE WITH U05 OF 11t 2015 � FILL & rAMP Pon 41 0 � 1 _�� o , fOLI\VATiON WkON i h - ( - ' = I'-10" wm x!O" mer POun? INTEPNA110NAL PF519FNT1AL CDPF FOP OHF- &1W0-FAMILY I�LLINGS& 2016 WW YORK 51'A1'F l.1JJ�C�M COIF SI.PPLFM�Ni". Pol.�n CONCt25tG 5LAr3 �, = X o I � � � N I 18, POOM5 SHALL NAVE MINIMUM CEILING 1-E1G�If5 N CONFOC?MANCF WITH P505 OF a 2015 INTEPMTIONAI, M5117FN11Ai COPL FOP 01�- A/C I ! ��61 x6 lo/to W.W.M. � - � - cONCPFT>; FOOi1NG wlm � °� I I I °� I 1 2" x 4" MY-WAY MV & 1WO-FAMILY MI,LING5. - I 2) #5 ML3AP. WATU PROOF N 19.ALL WINPOWS TO CF 'AM MN' 400 5FRIF5 I,ILLE55 OTItRWISE N01'Fn. M55 WiNPOW5 PFR 010 Cr TI IL 2015 INTEPNA110NAL _ I 1- 11 `� , ; I EXTPPIOR FACP OF WALL. - RE5IPFNTIAL CDI7F FDR OHF- & 1W0-FAMILY i�I.L�1G5. e ; 1 15 6 = � _ � � _, 36 10 = _„- C 2)2'I,�6" P�55L�tt�At�r7 _ 20, ALL MW 5fA 5, LAM71NG5 ANP NAM7RA�,5 f0 C N CONFOP,MANCF WI1H 8511,7 OF T{ 2015 INTFPNATION& W5V NTK COPE FOR - 1 1 10" g, r- '\ M.t7 SILL WITH 5/811 to � 1 IL CLINGS & 2016 IOW YORK 5fATE UNIFOPM COM SLPPI.EMFNf, - �� '� �'� �' o � - _ ANCHOR t301-1 S 36" O C. i Did- & TWO FAM Y PWP o0 '� ) 5 015 IN M11ONAL tf51PFNTiAL s 6 I I i C LNPINist inn) �, �` N 7" MINIMUM�M VMVK I I OF TIS 2 - I- L J _ " _ 21.GUARI75 FOR ALL NFW POPCIfS, CALCONIFS Atm RAMPS f0 C IN COi�ORMATJCF VU1TN P I Z O,�- -}- � O.C�,X .226 O � COPE FOR DNF- & TWO-FAMILY 9WFLLING5, _ IN `° »' _ I Open Cellar >� COPPFn TPPMtP 5I Ln } llwI I � � '� � ro n I PILL & TAMP POP � PIPS CO MN ON FOAM SILL.-SPAL C TYPICAL) l 22.A MINIMUM 18"x24" CRAWL, 5PACF ACCV55 5NALL M PPDVIPFP N CONFORMANCE WITH 8408,4 Of 11t 2015 INTEPM110P1AL PF51PFN11AL COPE FOR OHF- & 11N0-FAMN,Y I �LINGS. 13 _ = IN i� 411 PC�f7 CoNMT� I 2,-pll X 21 SII W1TN P.807 OF 11 2015 IPITFRNA110NAL P�5IPFNTIAL tv5 = , PLooP SLAr3 wIm X I'-O„ t7 r `J GALVANIZLt7 MPT& f 23.A MINIMUM 221100" AffIC ACCESS SHALL CF PROVIPFP N CONFORMANCE I GALVANIZf;l7 MF1'AL ti ( >` �, I _ _( � - � s1-. 1 6x6 10/10 W.W.M. � POLl�b CONCPI;T1; = 3 � ARPAWAY COPE FOR Oil- & TWO-FAMILY MFLLIiJG5. o� I f A AWAY -13 c1` AW 6-ML POLY - I VAPOR DARI21I:P FOGnNG(TYPICAL) t-glot-811 '-g" =i q VMN 13/4"xll 7/8.1 a � LFGFIVV 1 t t 1 MICROLAM c LOW> Mlcna 5/e TYPE X v� - - - - 1011 Wm PCWP CONC�T>; _ _ ... GENERAL NOTES: MICRO-LAM BEAMS ,------ �- - - -e- I c 3) 13/4"xi l 7/811 c 3) 13/4"x1 17/8" GYPSUM 130AM CFLl = FOUNPATION W&I, ON " P SFE PP.AWINGS FOR POSE 517 PFQLNPFP. = I r _ _ , GIPI7PP Pocr�r L - J I I - MICPOLAM C Low) _ �/+ + MICPOLAM C Low) I 4' P�P1Mt:T1;P AP - - - - - _I j - - - - P-10" WIM x 10" PEEP I, A MINIMUM OF 15 OF OARING LENGTH 15 WOJIIT , _ i LIQ 4 1 _ I e-1- mcmNic&t: urw i 2, IAI:ING AGP055 FULL LENGTH OF CAM 15 A55UMFP, __-- -- _ T L _ '2' T_ L _ J _ L GtRt7PP POCKPt l I POL N T CONCMfE FOOMCA �_ ---- --==a=====__� - -1- I WTH 2"x�" KAY-WAY AIS 5, LATFP.AL 5UPPOPI MQUIITV Af CARING POW5tl °° ^ ,°0 ^ m, 11 .i I II 11 i 4, 1611 & 1811 PEEP CAM5 ARP TO C OP IN MULTIPLE UNIf5 ONLY. i I I o I 1 � � � � ;� c 5> 13/� x1i 7/8 l # I I I _ O ( - - r MICPOLAM(LOW)- MICPOLAM C LOW) I t_ _ C 2) 5 13At;, 5. NAILING PAfTFRN FOR A5%MCLY OF MLLTIPLE UNIT5 fO C A MINIMUM(2) ROWS I - - - i l1 11 11 I ' I- -e- -1 MIN. 5'-011 [XI,0W CAWA , OF 169 NAIL5 a 12"D,C, (5) ROWS OF 1619 NAL5 Af 12 O.C.CFOR 14 . 16 & IS GAMS �' f7PFP x�'� All 1 �' ro Q ' •�' _ ' J L _ p p WAT R PROOF RXTFR M 6. ASSUME Fla - 2800 P51 F-2,000,000 P51 _ = O �- ( � I �, _ 9 ► I _ C3 .10151'CORP.AN9 PISIPICUTF9 CY MAJOR CUL9ING PPOPUCfS,MFPFDPP,N.Y. nP.AINAGI [3ASIN o ao i +CM �'(� , z 1 �v N p PACK OF WALL, 1, MI„RO-LAM nAM5 PhIf MANI,PACCMIq Y 1'RU5 8. ALL J015T WN6C6 TO K MICRO-LAM MFf&LUMMIZ COi MCTOP5, 5M PRAWWG5 FOR HANC,FR PF5IGNATUJ =, ' ,_ __ - „, cv - ' cv - 2 - 4- _ I " I ,� v -- �}'-OIL . I r - C 2)2"x6" PM55Uf, TMA11.1? POLmt2 CONCPPTt: `� 1 - - 3'-011 H1GN NANI7P.All.1MTH = �r " I I `� Ml YI51LL WITH 5V 8" Q1 STi:P510 GP.AC)L - I I (� -1 , ' I 2t 1 x211 PICKP e - -IN -(Z �-- = v'N9 I 11 Q I g - - I a T5 5 O.C.o,C. _ , _ - o Kl I i SV 1 21-011 ANCHOR. POI f5 cc 56 O.C. 15 R15PP5 @7.511 t ( �'� i - ' - c1` �_ �_ I "w Ill 08.25" Max.) I I .. L Up 16 Plsers e 7,6"t �' " j 1 7 MINIMUM EMI3EPMEN1'. 11 .� 11 n I I t t •,I = 3 u i� 1 - I I COPPER fMMITF, 5HIM12 ANP 9 TPI;Ai75 8 ! I , 9 Treads -+- I-I 8" Nosing = �i� '�' , I � � I-1/8" NOSING i 51 it - - - - - - - 15�-4t1- - - - - - - '��-411 - - �' - - - - - - - - - -�- - - - - - - .- 29'-711- - - - - - - �- - - - - - � I � POAMSILL-S�AL (IYPICAL) O" , .. . . .. . , n.. . : .. .. _ I - - I 2"x_WOOF STUD WALLS DESIGN LOADS 5'-OIIHiGiIHANI7P�Jl - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - - - - - - - - - - - - - - - -� - - - - - -- - - - - - - - - - - - - - - - - 1 (5MPLAN5FCV5TLVTHICKN�55) 8„ WII7P TMN01 PO"A11ON o Unexcavated l i _ O 1 I 1/ 2" 64psum Board Interior Finish STRUCTURAL LOADS USED AS PER 2015 INTERNATIONAL RESIDENTIAL CODE 3' MLOW GPAt7� MINIMUM PILL & TAMP FOR 411 POLM17 CONCRI;Tt; l AND NEW YORK STATE 2016 UNIFORM CODE SUPPLEMENT _ SLAD wIm 6"x6" 10/10 W.W.M,AN7 i ! I +5V W Mt2 5MOKE MIVC1'OP AREA LIVE LOAD P.S,F. DEAD. LOAD P.S.F. TOTAL LOAD O 6-MLP0I-YVAt'On13AI�iPP Alit P.S.F. 811 ll-oi, j " SCM VNMn CAtd30N MONOXIDE PE1�C1"Of: FLOORS 4'- " 8'-5" I -0 1 191-ton 1 I , ALL LO A EXCEPT BEDROOMS 40 10 50 - - 5" I ion I 10" 11 , 1 BEDROOMS 30 10 40 11 7/8 1'JI 560 WOOF I t3FAM5 I �..1 la' wit Pol>R�n coNCR�TP „ , I 1 @ 16" O.C. ROOFS 20 15 35 - - - POLNt7A1ION WALL ON 1'-10" WIl7� x 10'117PPP i I a, 't3' (2) 13/'11'x11 7/811 CEILINGS 20 10 30 ,- l i POUII CONCWfT FOOTING WITH 2" x 411 (LIMITED ATTIC =< 3/12) _ - - _ - _ _ _ MICi20LAM C FLUSH) i i MY-WAYANP C 2) #5 PFt3AP, CEILINGS 30 10 40 i l MIN. 5'-O'1 MLOW GPAt7P,(TYPICAL) 8" WII7P POUf2Ft7 - (FULL ATTIC) CONCPFTt:P1FR5 N i DECKS 40 10 50 CFEM WALL5 B I Unexcavated I l GROUND SNOW LOAD 20 f PILL & TAMP Fon-i" routTt7 CoNces I i FLOOD 5LA13 Wim 6'1 x6,' 10/10 W.W.M. 1 j AW 6-MIL POLY VAPOR P3APRIPP I D I C PITCH SLAB TO t700R5)<SLAB PL.20.5') -� i j O N I I - ;� T D R A WI N-G S DESIGNED IN ACCORDANCE W THE 2015 EDITION I t7POP roP OF FoL�t7AT1oN Al 170oRs ► i 1 RESIDENTIAL CODE FOR ONE-AND TWO- FAMILY I ( oPPNI NG; HAUNCH 5LAi3 ovFP POlJ1�7A110N I - z r THE 2015 INTERNATIONALI I _ i Jug ,� 0 1010 I... DWELLINGS, 2ND PRINTING 8c THE 2017 NEW -YORK STATE UNIFORM CODE SUPPLEMENT & THE 2017 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE 41-011 161-611 - 6 -6" 81-0" - . I'-6' 21'-611 3 54'-011 NEW HOME TABLE R301 . 2( 1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA THE SHEEHAN RESIDENCE Proposed Cellar Plan 300 Naugles Road GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD o AIR MEAN Mattituck, New York w SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL 5cale - 1/X11 + 11-0" ` ' LOAD SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE CATEGORY I` WEATHERING° FROST LINE TERMITE° TEMP° REQUIRED'' INDEXI TEMP] EFFECTS'` REGION' DEBRIS ZONEm DEPTH° Cellar Area; 1,668 50.F1r JOHN R. BRACCO MODERATE 1500 OR 20 P.S.F. 130 NO NO YES C SEVERE YES TO HEAVY LESS ' �� °� Registered Architect 17 Main Street . ? Sayville, New York 11782 k ' 61f FR05f LINE PFPTN MAY RFQUIM PEEPER FOOTINGS THAN IWICATEP N 1`10Y P405.10). TIf J JIZI5PICT10N SHALL FILL N Tit FR05f LIi� MM COLUMN WITH TNF MINIMUM MPTN OF FOOTING MLOW FIN15H GRAI7F, 3'vi j." JUVI5PIC110N 5HAI-L FILL IN 145 PARE OF TIS TABLE WITH a MEAN ANNUAL TFMMPATUPF FROM T1t NAT10NAL CLIMATE PATE CENTER PAPA TABLE "AIR FPFFZING 1WJ X-U5A MFTHM(CA5F 52 F)." fa (631) 589-9888 fax(631) 589-9889 January 03 , 2018 - AV Rev. 7/2/19 - 1 w, d t4ust provide Manual, L.U n X77,, Sas D, J and" per 16'-0" 22'-0'I 16'_011 AI-L ,�� NYS Energy Code I'_o 11-0 II 11-°II • 12"x12" POLMP CONCKMTE PIEP.5 II I II = 12'Y2" rOUf�I2 CONCKETE PIEK5 TESTING t:;L;-Ur, GENERAL, NOTES. A-6 3' PELOW CWPI E MINIMUM 9 -6 9 -6 3' GELOW 6w? MINIMUM I, ALL STPUCTUP.AL LU=E TO P3 HFM-FIE N0,2 01;f3 ME FC3 51Nal� � 850P51 FP MPFTAI1V�-978P51 -1,500,000P51 4 - _ _ Blower door 2, AI-Ia Grw7PdCRM TO PF MINIMUM P,000*AfTrR�O PAYS MP IN COVI,,MCa WITH TAM% 840212 t�- SH%f As2) NDFP PAPALLEL PAkf1110N5 - - C 3> 2'1 x121 - - - �c 3> 2"x1211 - APPROVED AS NOTED and ductwork 3, POUL�LF ALL FLOOD FPAMING U _ _ h, f3PIPGING 5HALL Pl1 FURNI5HFP AT MIP5PAN OF ALL J015T5 OVFP 8'-0" - '- " " 5, PO NOT SCN,F OFF PPAWINGS FOP PIMFNSIOPJS O I 0 6 _8 ( 6'-711 -��`21'-0' 19'-611 -� 2 -p 6 -7 1 -° I 6 -8 DATE: D B.P.>>« 3 testing required. 6, THF FOUNDATION ANP FOOTING NAVF PEEN 12F51GNF12 U51N6 A PPF5UMFTIVF LOAF PEAPING CAPACITY OF I-TON(2,000 F5F) FOP - I �� 1 11 FEE. � D BY: THF FXI5TING 501L. 5FF TAJ3LF P40I,4,1 (5HF�TA-2) NOTE; rr-,� ,,,� � O rr-,� I -O NOTIFY BUILDING DEPA AT 7, MECHANICAL SYSTFM TO COMPLY WITH CNP�PTEP512 TNKOUGN 2�OF THE 2015 INTI;KNAT10NAl- IZE51t N11A1-C017E FOt;ONE- &TWO-EAPr11LY t7WELLINGS - - - - - _ - _ - - - Vy 1, ALL t7�CK FKAMING TO P3 h ��' I _ _ _ I �y 1 _ _ _ 765-1802 8 AIM TO 4 PM FOR THE OCCUPANCY OR �— _ I I I I I I I I �L-J� (V �L-J� I I I I_ - - I I I I - & 2016 NEW YOM,STATE UNIFOt?M COME SUPPLEMENT, <3) 2 xl2 pI2�55U1:� 1'K�A7�t7 I.UM�IK �I� I <3) 2 xl2 � <3) 2 xl2 - FOLLOWING INSPECTIONS: USE WITH EITHEK 5TANLE55 5TEEL > I 1. FOUNDATION TWO REQUIRED U 8. FLUMf3ING 5YMM TO COMPLY WITH CWME 25T1�?OU6H 33 OF T1t 2015 INSI2NAflON& M51pENTIAL COM FOP ONF- & TWO-FAMILY 1�LUNGS _ I 2h"x2�" POUKEb CONCtzETE PIEKS Ott HOT t71PPE17 GALVANIZECJ = I� I 4 _ S E I S U N LAWF _ & :2016 NEW YOM 5TATE UNIFOEM CODE SUPPLEMENT, O 1 v� 3' P3 LOW GKAt�E MINIMUM FASTENEKS, CONNEGTOK5, I O FOR POURED CONCRETE ,�. -� 9. FLFCTPICAL 5Y5TEM TO COMPLY WITH OWM5 54 TWOUGH 4,5 OF THE 2015 INTFRNA110NAL M5119%1AL COPE FOP ONE- & TWO-FAMILY MWN66 I I - — � I 2. ROUGH - FRAMING & PLUMBING WITHO U I C E RTI CA-E E � I o 1 & HA t2WAM*- lV u 0 12 nEEP x 12 WII?E _ 1 3. INSULATION & 2016 NEW YOM 5TATE UNIFOKM COPE 5WPLEMEW I -�I 2 XI 0" LEr7GEK POA2n DOrTO FOUNPAT10N �� POUIZN2 CONGKETE O I 4. FINAL - CONSTRUCTION MUST OF OCCUPANCY 10, ALL GLA55 TO PlF 1/2 IN%U ATF[? LOW E , fWY GLAZING THAT 15 CON5IPFPCP TO IX IN A NAZAPPOU5 LOCATION A5 �I WITH 5/8 o r3oLT5 � 2.4 O.G. STAGGEKEt7 I - 6I PAt2 FOK 5TAII2 BE COMPLETE FOR C.O. PFP P505A OF THE 2015 INTEPNATIONAL PF5IPFNTIAL COPF FOP ONE- & TWO-FAMILY DW WNG5, nM51-115HAI-L M TEMMML?AN I ``' r=_ -- - _ - - - - _- - _ - -_ _- - _ - - - - __7 �? o� PPOVIPFP WITH A MANUFACTUPFP512F51GNATION A5 TO TIS TYFF OF GLA55 ANP THF 5AFFTY GLAZING STANPAPP WITH WHICH IT COMPLE5, - _ 1 _ ALL CONSTRUCTION SHALL MEET THE FPOVI12F BLOCKING AT MIP5FAN OF ALL INVIOP ANP FXTFPIOR LOAF D3 APING WALLS I �0 1 ' O x!O" LEt7GEl2 L30ARP REQUIREMENTS OF THE CODES OF NEW III 1 = N I I r - - - - - - - - - - - - - - - - - - - - - - -I I N' C30LTTO FOUNnATION 1 = YORK STATE. NOT RESPONSIBLE FOR 12. FROVIPF HUPRIGArJF CLIPS AT AL1. PAFTFP ArJP CFILING f3FAM TO PLATS CONNFCTlONS, O L I A_6 _ I I 1 - 1 I I WITH 5/8"0 r�oLTS 5FF 5HFFT A-5 FOP ALL A55OCIAZP 5TPAPPING & H01-P-POIM J DFTAILS. - � 5'-6" I O 1 L Q I I @Zit" O.C. STAGGEKEb O I � DESIGN OR CONSTRUCTION ERRORS. 13, FPOVIPF FIM IN CONFORMANCE TO P602.8 OF TNF 2015 INSENA11ON& M51PFN1AL COPE FOP ONF TWO-FAMILY DWELLINGS, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J _ - _ _ - - - _ _ _ _ _ _ - 1 DO NOT PROCEED 'TH 14, POOPING UNDFP-LAYM%f APPLICATION IN CONFOPMANCF TO P905,2 OF TI� 20151NTFPNAT10NAL M5112FNTIAL COPE FOP ONE- & - - - - - - - 1 o L - - - - - - - - FRA'.',;; : UNTIL SU ''EY TWO-FAMILY DWFLLLNG5,,. ICF C3ARRIFR TO P3 LN5TALLF12 IN AL1, ARZ A5 THAT NAVE A H15TOPY OF ICF FORMING ALONG FAVFS,�!�J.LFYS FTG I I - ' I I OF FOUi�JU."�TIt�N LOQ'TION N HAS BEEN APPROV D. A5FrEP905,2,7 A/C I - - - - - - - - 161- 11 - - - - - - J 201_�II � - I - - - - - - - �6--011 - - - - - 1 15. ALL HffllfVLF POOM5 TO HAVE A MINIMUM GLAZING APPA OF NOT LF55 THAN 8% IN CONFORMANCE WITH P505 OF THF 2015 I - - � COMPLY WITH ALL CODES OF INTN NAT10NAL PF51PFN11AL COPE FOR ONS- & TWO-FAMILY PWFLLING5& 2016 NM YORK 5TATF UNIFOPM COPE 5UPPLFMFNT, - 1 10" I _ ' _ 10" NEW YORK STATE & TOWN CODES 101, WIVE POLIMP CONCKME 1 ( AS REQUIRED AND CONDITIONS OF 16, ALL HAJ3LTAF3LF POOM5 TO NAVI: A MINIMUM VENTILATION APPA OF NOT LF55 THAN 4% IN CONFOPMANCF WITH P505 OF THF 2015 L FILL & TAMP FOK 4'' o I � � I _I � o , FOUMM11ON WALL ON _ T�MAT10NAL M5IPFNTIAL COPE FOP ONE- & TWO-FAMILY PWFLLING5 & 2016 NM YOPK STATE UNIFORM COM 5UPFLFMFNT, I - _ �' ° - "" - - '- 1 L v �J iU IV r, IN POLIpEt7 CONCKETE 51,AC3 - N I 10 WIIPE x 10 t7EEP POUKEt7 1 WITH 6"x6" 10/10 W.W.M. 1 - I O ! O CONCKETE FOOTING WITH 1 S711111 N0!D i0 t 18. POOM5 5HALL MVF MINIMUM CEILING HFIGHf5 IN CONFORMANCE WITH P505 OF THF 2015 IN1�RNA110NAL PF5L12FN% COPE FOR ONE- A/C 1 I � �- oI V n +J 11 „ o z u, 1 2 x 4 KEY-WAY ANIS 1= �e� SOUTHOLDUi',',-. & TWO-FAMILY DWELLINGS. - 19, ALL WINDOWS TO f3F 'ANPFPSFN' 400 SFPIFS UNLESS 011-IFPWIS� NO1�P. FGI 55 WINDOWS PFP P310 OF TIt 20151NTFPNAVONAI, 1 1 ' `� I ° "A �I 2) #5 r;Er�Ap, �NATEI?t'r:00� ( 1 TNNT 4tiN TRUSTEES O,�J L f c J PP5IPFNTIAL CODE FOP ONE- & TWO-FAMILY PW�LLIhJGS. 1 15'-6" �' ^ 36'-10 ' �' EXTEKIOK FACE WALL. �' , EC CERTIFIC�TC��J!' uCG rl�;,��;Y i = - „ g =? = �1- C 2)2"x6" PP.E55UP.E;112EA11;17 1"' n - �-1- fl 20. ALL NFW 5TAIR5, LANPING5 ANP HANPPAIL5 TO L IN CONFORMANCE WITH E5113 OF Tl� 20151NTFPt`JATIONAL PF5IDFNTIAL CO12F FOP - �-.}-- 1 10 olu � i- -I o g MLV 51LL WITH 5/8" Iv 10, SOL DEP C'SCD ftJ ITER ONE- & TWO-FAMILY 12WFLLING5 & 2016 NM YOPK 5TATP UNIFOPM COPE 5UFFLFMFNT, ao I o " I I �I- " = o 6I� ANCHOK PaT5 cd X611 O.C. I r• I SUPPLY S�"STE,'f I = Flo v; cv 01 z 7" MINIMUM EMI3E17MENT, ®�t�ln��,�I�.es� cTloNs�sv REQUIRED EXCEED 2/10 OF I% :.EAG. 21, GLIAP.D5 FOP ALL NEW FOPCHF5, IMCONIF5 ANP PAMP5 TO P3 IN CONFOPMANCP WITH U12 OF THE 2015 IN1tENA1Ol`\K M51PFNTIAL O,� c» L J ='� �- 411 0,19,X ,226 � O � 0 1 � _ Contact TOS Engineering at 7C5-1560 before F- Open Cellar COPPEK 13:,,ckfill. OR Provide Engineers Certification COPE FDP DNF- & TWO-FAMILY PW�LLIPJGS, 1 °� � _ �t _ � I TEKMITE SMIELI9 AMP i 1 I FILL & TAMP PDI: I STANnAPl9 STEEL ,u, FOAM 51LI.-SEAL C TYPICAL) I- 1 M that the dr€�innge has been ins4alicd to Code. 22. A MINIMUM 18"x24" CPAWL SPACE ACCF55 SHALL 13F FPOVIPFD IN CONFOPMANCF WITH P408A OF Tit 2015 IMPNATIONAI- PIPE COLUMN ON � PF51PFN11AL COPE FOR ONE- & TWO-FAMILY PWFLL INGS. 1 `,N o �" pOUf;Et7 CONCPETE 1 2 -O X 2 -o - � II � II 1 �_ _ p FLOOK 5LA13 WITH 23. A MINIMUM 22"x30" AT11C ACCF55 5HALL PlF PPOVIPFP IN CONFORMANCE WITH W07 OF THF 2015 INTFPNA11ONAL PF5112FN11AJ- 1 = x I X I'-011 19EEP - WEI.LGI2AFT 2062 5EI?IE5 WINDOW WrLL I I �'�''�"1^ � LLCKAFT 2062%011 5 tiles ��', 1 6x6 10/ 10 W,W.M, PODTIV CONCMTE �'vi �� •- COPF FOP ONE- & TW0-FAMILY 12WFLLINGS. WINI90W WCLL WITH ANP 6-MIL POLY ' _ n WITH COVEK & EGKE55 LA9DEK - a�� ,ti;� I COVEK & EGK'E55 LAJ9t9EK _ I VAPOR t3AKKIEK FOOTING C TYPICAL) I x I 11'd � ECS it OEO�1��:0 III 1 ^ U I I 61 4" t2PAN II II II 10'-811 ' 10'-811 7--911 7'-911 0 - - - - J C 3) 1 3/4 XII I/8 F_ 7 -5) 1 3 x 11/8" F 7 I 10" L�GFNiP MICKOLAM(LOW) MICI:OL C LIOW , 1 5/8" TYPE 'X' 1 10" WInF POU�b CONC�T� GENERAL I�TOTES: 1VIICRO-ILA EAM�► 1- -+ —e- 1 I c�) 1 3/�"xI 17/8" (>> 13/ "x!17/8" GYPSUM VOAM2 CEILI L GIKI9EK POCKET /� 1 1 - I - FOUNIPATION WALL ON G LENGTH IS PFQUIRFD. SFF DRAWINGS FOP POST SIZE PFQUIRF12, = I - - L - J MICI OLAM(LOW) _ M10,90LAM (LOW) 4 PEKIMETEK A IOUN - _ _ - - _I _ - - I, A MINIMUM OF 15 OF f3FAPIN _ I up�" I ' _ I ®--r - T - + + 1 I I - I'-10" WIIP� x 10" nFFp 2. C3FAPING ACP055 FULL LENGTH OF TAM 15 ASSUMED. - �� MECNANICA. EQUIPME T GIKI9EK n�CKET 1 f ---- ----4-------� - - -__ 1 ,� I _, L_ - _ L _ J L _ L I t'OLR;Fn CONCf11� FOOTING 5, LAtM 5UPPOPT PFQUIMP AT BEADING FOINT5, ;r ---- ---- -------- - - - .p'` - °° ^ I °� ^ ' �I 1I I 4, 16" & IS" DFFF C3FAM5 APF TO C3F USED IN MULT1PLF UNITS ONLY, I I I 1 ( _ 1 I I 1 WITI-i 2 x�} KFY-WAY AMP ULN MU MMX TO f3F A MINIMUM<2) POWS \ ' - � o � N ti � ti � v � � � F 1 CIC I LA � L 17/8 C !C I A � xil 7/,511 I 1 ( 2) #5 1;Ff3AI?, 5, NAILING pATT�PN FDP A55FMC3LY OF M - I I up I I� x 1 I x (� _ MICKOLAM(LOW) M!CKOLAM(LOW> L _ II 1 I - - N I � -e- -1 MIN, 3'-O'I P� LOW G F, OF 1612 NAIL5 @ I2"O.C. (5) POW5 OF 16P NAJL5 AT 12" O.C.FOP 14", 16" & 18 IXAM5 I o I 6, A55UMF Ff3 - 2800 P51 F-2,000,000 F51 4, t2mr x q'� _ = I L O �' o '� � - #5P �8 O = II-N-� L _ _ - _ � _ � - � � 1 011. � , o o WATT ''POOP FXT�PIO� OP PULLPING PPOPUCT5, MFPFOPP, RY, 19KANAGE 13A51N o 00 = t- , „ � .. � +CM O �I� o ti Opo I 1 N N O PAC� OFWAIL, 7, MICPO-LAM PFAM5 APF MANUFACCTURFP PY T1;U5 J015T COPP. AND P15TRIPM12 PY MAJ 1 I v N _ I I - �, I - �, 1 M i a V IN �p '� I� \ 41-C � 8. ALL JOIST HANG,FPS TO C3F MICPO-LAM METAL LUMC3FP CONNFCTOPS, SFE DPAWINGS FOP I-IANG,FP PF5I6NA110N 1 I _ I� IIA _ 1 v ( 1 v �`-- 1 r _ ( 2)2"x6" p1;�55U1.'� 1A1rn POUKEI9 CONCKETE _ g I 3 -O HIGH HANI9KAIL WITH b( _ I MUn51ll WITH 5/ 8" Q1 5TEP5 TO GKA9E O I I ro g I� M I �� ' 211 11 PICKETS c& 5" O.C. = IN - 1-1 I = o IN "' Ill 1 I 13 K15EK5 a 7,3"t I L I� M 1 - CO �_ - op _ �_ g - I C-1: I I 21.01 I ANCNOf2 f30L1'S @ 56" O,C, (8.25" Max.) I I .� L7 Up 16 Klsers c� 7.6"t o > �; Nlv_ o 1 I I 7 MINIMUM �MI3�IPM�NT, 9I1 TKEAI95 -+- 811 I II I I I I 9" Treads -+- I-I/8" Noslnq = I> 9- "�� _ �i3 1 I I COPPFP, SPMIT� 5HIrL P ANP I 1 I I I II 5'-4 I1 51 91 I - _ - 29'-711 - - - _ L - _ - _ - J 10'1 °p FOAM SIAL-SEAL (TYPICAI-) I-I/8 NOSING I '� - I- _ - - - - - - 15 -� - - - 1 2"x_WOOP 5TUIP W&L.5 3'-0" HIGH HANPPAIL r- - - - - - - - - - - - - - - - - - - --- - - -� 1 (5FF PLAN5 POI? 5TUIP THICKNF55) o Unexcavated o 1 I DESIGN LOADS 8 WIt9E TKENCH FOUNf9A110N - � j I - I I I/ 2 G�{psum Board Interior F InlSh STRUCTURAL LOADS USED AS PER 2015 INTERNATIONAL RESIDENTIAL CODE 3' rXLOW GKAM MINIMUM FILL & TAMP FOP, POUMP CONCKETE I I AND NEW YORK STATE 2016 UNIFORM CODE SUPPLEMENT _ SLAB WITH 6"x6" 10/10 W,W,M.ANIS 1 LIVE LOAD P.S.F. DEAD LOAD P.S.F. TOTAL LOAD O 6-MIL POLYVA'OP,PA:K''EK �" 1 1 1 WIf;FIP SMOKE 1PFT�CTOk AREA 811 1,-011 I P.S.F. C I '-O" i ICM WII;9IP CA?50N MONOXIIPF P�SCT01; ALL FLOORS A I II EXCEPT BEDROOMS 40 10 50 511 I L 1' 191-10 L _ BEDROOMS 30 10 40 A-6 '110 - I 11011 11 '718" TJI 560 W0012 III t3�AM5 1 10" W119E POUMP CONCKETE 1 L - @ 16" O.C, ROOFS 20 15 35 O �.� 1 FOUN' 11 " 1 CEILINGS 20 10 30 OAT10N WALL ON I -10 WIbE x 10 t7EEP I � '(3_' ( 2) 1 3/4"xll 7/811 - - - - - - - I POUKEn CONCMTE FOOTING WITH 2" x�" 1 I - N (LIMITED ATTIC =< 3/12) — U — — — — — — — I i KEY-WAY ANP C 2) #5 MPAP.,. I I O MICPOLAM C FLUSH) CEILINGS 30 10 40 811 U i 1 MIN, O BELOW GKA?E, (TYPICAL) ill exterior lighting (FULL ATTIC) (� �' C CONGKETE PIEKS 1 N I installed,replaced or 40 10 50 CM-EK WALLS repaired shall conform DECKS / B I Unexcavated GROUND SNOW LOAD 20 I to Chapter 172 �-��;��B�ts.�.C�R'�"."�G -6 1 FILL & TAMP FOK X111 POUKEI9 CONCKET' 1 I p 1 1 F1_00K 51-AP WITH 611x6" 10/10 W.W.M. L I of the Town Code ANt9 6-MIL POLY VAPOK 13AW EK 1 N p I 1 C P ITCH 5LA13 TO f900K5)(5LA3 EL. 20.5') p - _ � A-6 - i I - r7 r71� 1 I I A Fire separation D ,= 1 i I 1 required. As per DRAWINGS DESIGNED IN ACCORDANCE W/THE 2015 EDITION I 12KOPTOPffFOUN19ATIONAfPO0K5 1 OPENING; MNCH 5LPV OVEK FOUNDATION I NYS Code THE 2015 INTERNATIONAL RESIDENTIAL CODE FOR ONE— AND TWO— FAMILY �; 1 I _ JAI1 1 9 2018 DDWELLINGS, 2ND PRINTING & THE 2017 NEW YORK STATE UNIFORM CODE , SUPPLEMENT & THE 2017 SUPPLEMENT TO THE NEW YORK STATE 1 i TO��+�N OF S(��TY'gIOT.o N I ENERGY CONSERVATION CONSTRUCTION CODE 1,°11 16�-611 6,_611 8'_011 1'_61 21'-611 NEW HOME TABLE R301 . 2( 1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA THE SHEEHA.N ��S11DFNCE Proposed sellar Ian 300 Naugles Road GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM DWINTER ICE ESIGN UNDER BARRIER FLOOD HAZARDS FREEZING ANNUAL Scale - I/ �' ' n ^P-0 ' •r�-�••�� attituck New York SNOW DESIGN1 s �1 LOAD SPEED TOPOGRAPHIC SPECIAL WIND WIND—BORNE CATEGORY' WEATHERING- FROST LINE TERMITE° TEMPO REQUIRED'' INDEX' TEMP] EFFECTS" REGION' DEBRIS ZONE"' DEPTH b Cellar Area: 1,668 5Q.FTNN MODERATE 1500 OR JOHN R. BRAC.CO ,// l 'Y OD J 20 P.S.F. 130 NO NO YES C SEVERE TO HEAVY YES LESS Registered Architect 17 Main Street e 6sl-IF FP05T LINF PFFTH MAY PFQUIRF PPPPPP FOO1IN6511-IAN INPICATEP IN F16UM F405,10) . THF JURI5PICT1ON 5HALL FILL IN TNF FPOST LINF 12FFTH COLUMN WITH TI-� MINIMUM PFFTH OF F0011NG C3FLOW FINISH GF.Af�F, Sayville, New York 11782 LYRE JUV15PIC11ON 5HALL FILL IN THUS PARI'OF THF TMLM WITH THF MFA,N ANNUAL TFMFFMTX ROM THF NATIONAL CLIMATE PATE CFNTFP DATA TAJ3LF "AP FPFFZING INPFX-U5A MMOP C PA5F 52 F)." ph.(631) 589-9888 � o fax(631) 589-9889 January 03 , 2018 - AV .. ' 6:y— ,, .SEC"ElO'l ,rwI1 .l S y41_p�� I1. . . 0 �t'i5 ,rGeiftoesF : 161-01, 0 16 1, 22' �i I. 1ott,es,,dryers shsll.l�e e �iiste+d in �ac�orda>tce wrritt *'llthi* iri ntrta tut �s'tnstr tan 2'_�" y'-8" y'-8" 6'_I" �'.p" �' p" 6'.I" y'-8" y'-8" 2'_7" 9 i In `&� 6n• 1e•nt>Iex at��t` st r s ryrachaust satems shall#� irwi�e > ndent ►f all twthr systerl�s a'ndhs'11v #he; ia"ts#trr kir#Figutaars it+ ('l tl +tth II'fli' _j�ltai"9 4,hiIf (t ''t i�� t�P�'' Mgf�L rl� t�� Pr�l� n��t ��(��i��1� i��ir�three�I'��N�;; � A b ' , X' n�CKING A 5/411x6"_ lf�t il,1. Du1.ctter�iitifi6tz, % - - - - - - - - - - - - - - - - - - - - % w. ... 1,. n i i n @ 3 , o, fid'Ire cif h,e;tsullttin :,exhaust duct:;te'rmiraa�tiolm, ' shall,,t in acrerdan Wrtti .the ryer manufa t r�r* }st�flataon 2 x COI.I,A1' �5 2 O, C. exh�a:iist duots kshatl,tern'}in:ate Irks:tt►Le u f - - - - % .., :r, , 3 W r IP � T� „ U: an termin'atr 'not:e #han,"' apt 1 :�'nrrt in isn PSN KD 12 G 1 O f'LA Cr '� rrr�itxh aut d ct s h► . ,- : .; . .':, . �" I lristrtic"t ns lithe"rnknufscturrers 3nstruck>rans dt� nilt t? atian-To�cat}an;the h st diu t't, ;%.na,-, � , he ui + c„'wv 3 0 NIGN VC GLlA�17pAll. �� <c 3 O IIGN VC GUP f:A direction�ftrn lopenings•.intra biffldings.. Ex au ply • itti a baekdraft.darnpser. Screens ah fl Pat be metalled at tfre duct �� @ �� _ _ 2 xl II f200r X11;125 _ _ 2"x10" �OOr IZAr1�125 I �&4-' 7IG c� 5" O.C.": _ 2x2 I'ICKl;rS 5 O.G, _ @ 16 C. - @ 16" C - _ - K�rS - . 1. O trmin�Itro>ri. : I N, , O, , _ , 71 I. 6"x6" p�F SUpF 112E;A1�P WOOF ( x over Porc I 112�A11;P WOOF �� N - �O P.9t5��.�•�iry�ea��€1��us�,�di��ct�::';;`:'''>.: p0�1'W�Af' �t7IN I AZ�K'fI:IMi1 I ,.� 1W1'3 17 11�1M' OI? t� I'OSr Wt'Ai'P b IN I AZ�K 1121M 4; n.y N y, F +p +fir I FWr41110-2 CAI30V�) .,� \ t7rer g�hatist,'du cts��a li eb,6 fc rm td tth'-r?e virernent Y r e t►asn tat f .4 I L+kroir 6G f I ..i C AI30 r) i (VCW) _ M i . , _ % . Pe�,,JP -1, French 51 icler FWC48061112 ! 2 Por h r l�.�t5t')2.4A Uzterfnlzand ttz' O H - - - - - '- 5V-411Y,611 TR PACKING 5/ X P CKING rW3 52 TW3 52 `� . ha ijsj �ct��ttafl have .a ma,6tha inted,b'r:,n,jph Lind�ai��nitruct�d tmf tnetal'r'o Flag b minicrrurn tl�Icl,n�ss afrt3.�+1��trcfi��rfa', �'�C► rrim�btu:��,r�$ �. _ .!If7rl I (3)13/411 x1I 7/8" MICI'OLAM _ I. i � - •" % C F > LU5N 13 AM5 - Thp duct sba1i be .ink: 1{ rnml urn�naf'in'.t�ia°ureter,:'' _ O II 1 L i O �� I W/ FO . tl ltiD2.�4.�'l ubt ifl:stallation. .` - _ ,:, ' .''... '' � n rent I .,. . 5 Ider A 6 I FWG60611L II 7/8 rJl 560 WOOF 113�AM5 E)6 , p � , : t p e. izif the iur�#;� all a cfen n#a TWZ 52 1W2 521 - —;- - - - - - - - - 11N2 52 TW2 52 du #s shape sig pc+rte at in#ervais n.c#trktxc+e t' `leet' . Frim and shall >_ eourei �n, face.Thelnsiirt. . us't"d aiex!!'irt< cc+�r „aria':with1. 1. - @ 16" O.C, tft'ettjoinln duct err':fkin . in;theire+ tiari`irif..arrtlolri:',1=xha _ ucttyints Miall 'lie; ectirn t�»t f.+111. F`l . rha11 :lie ( 1 3)2 8 C3)2 10 - C5)2 8 3)2 8 C3)2 x10 C3)2 8 NP- � x x x i x �— "x " , ,:'' ,e "srai fatn:e i aha ht` e'o ih !►��'.itttcrl� ai'rimilt tateiters that` rtrul ,ziiir Chari,�1 ink3�. nrri} tf `'ini of theut_'' en i `� ch _ , Q I PIf:FCr V�Nr sown 5 05-ers @ T.I"� :' t,9. , __ - Tf 3 r tfi ir! t�L' �a _ `� 8 25" Ma ` ' �111'LAG� ire sha l.bI.e a sin; 1e len h' ntis rsre�e,nat Petreled rr► ace+orrfance'ar�ith UL':2,15 A. i II x) "' r n iti rt'+du�:t used ter n Peel tie ry r. r.kh. exfiattat pct sX. iia, l c , t tt� - Transilicn duclts,•;shalllie,nct i9re°-atter than; tenet r<�4';mn' in ang�th_Tr�I .an-siti6n ducts s'haif n,ot tie��onceale+d%�iith.in construction., � - 16" SrONF Of'T1LF NFAK1N i II Treads + . . : A5 f'Ff;NY5 COPS 1-1/5 NoSinq P�91'�1I2. . ,dCyeE exh�9Ut`' ... ;., duct p.oNver V'entilators:,.' 1. q '� 3'-p�� . . ., . Great i � >'l amaat�c:cfry+sr:,iexliaust _i u t oa�rer.,v'+�ntilatars' hail :c�ri fora to L-- O_ fisc:u'_e in ryr°er' exhaust dudLsyst'erns.''l�e.t'ry�er :exhaust dud pati�rerL NOOK instalfed in accordance worth�e manu ac#urer' 'ventilator 3:h all be' 7 — , . ina#rucfii}n - -- - oom I Nr r l y -6� _ 2'-0' 19'-p" 16'1-p" 6�� 6" i f:XT>;f210p 1 11Z ,i►��i�Na4tri� ltl�Ct��r1C�t[le ... : 1. _ 6 . % .. :': : e na)(imum allowable exhaust duct length: h , " i; terrrfinc #� rQil'i�f 114'i'►�tllCil S� 'lfi�t . e&fion,q 1»11',02.�'.5:1,thraug.h't.11.8 .4. : ,` v,i Master _ . . . . . . . - - - - , i,� Dining - _ ,0 �n e cified.�n hr ... nI $e8ro i � v A - Kitchen - C rr y eil lnq I . , z,- " a C ) LIQ N GAS FIS L Area I . The msxiI .mum ingthf the=exharstiuc# aha`ll brc ileallf 'mml,framhe'oinnertion ttr the trarksitir�n'duct ltarn the r't the outlet z' MANUFACTIIP C3Y PAVE L�NNOX 51GNAT1a� - E 1 M .11 4 tormin.aL-'� here fatinq&•are lr�.edjhe maximum lengthoftheeXh-jt�ttiirrt.sl�a;l1b .r itcedin',accards.nQow,fth TableUl 12'. :�A 3hemaximurn MA � MOP�I Mf n4035-6 � = z I t7W N . vO length of the'exhnutt duct daes Pot lsi66t a the trai n,cion duct.. _ - �_ �- L - � _ . . _ N_R 11Z SP X4 � vi Island V g O - Ni Q eller --R \1z) Q � I .. N �1 3 '_ ^i_ Ni Ua o - _ Lb , .. — . 1. ": 2>2 x81 4) ' PI:Y>;12 V�Nr Mat's v - 2I I WOOF 51'Un WAIT-5 5APPIX ,DRYER gAiU'STbLrct �11d�'CAPE 1 1.11VALENT'LE i�, ` - _ v iu rrrrte.r �'0 2'1i81 II ,6 /4"x11 I/811 MIC�OI,AM<FI.USN> - 1�Ii:0UGN GOOF SAI�PI.� ANS �0 51 Un 1NICKN�55) . . . .. . . '.. - - - - - ri . . ., ' I 3 2 I' - -(2) 1 - -� %F Narf I/ 2 G sum Board Interior Inlsh ' 2 letetl�inchas . ..., _ up . in�h'rad . ed 5 degs'ee re:lhn . . 8� �� -I 6" .. �� '16 _ _ :7119 CM 5'-p.. rNls SN��r ch diu:s.'rnitex t degree IhrztiR, ._'S feet', 3 _� I6 -p� 8 -2� _ NON — 2"x WOOF 105175 ..,.. __ _ Pef. I 1 'Pa inr_h•radius'smt�i�th:'45 rdegr+ee elbLo'+u :•1. f'lo'at:- = ' Master i 11 - ,I _ II - 8'� rJl 560 I �)` - - p ' = 5'0x6'8 = 6 inch radio'.¢smatl�' t de r+ee r�Ifss�r . .. . . . .. 1 fd -- `O WOOF l3FAM5 c 16 O.C. Lay. - Cabinet kat nr. `° WII2�12 SMOKE IZ�T�C1'OI2 P ., - _ �; x 3 -o" NIG `� lo ' . . .. C�_ Wal'> 111 II 0Cabinet O 2 i;� 0 - . - - �, :. '.....', . : ;� f of his; _ I I � _ I Washer Pnrer , '� ,_ " . irch.�'aitiu - mi atlt. 5 r -itin'�� . -: : - - - 211x2" fICK>;r @ 5'I�OC �' - - CM Wlf?�P CAf130N MONOXIP� P�T�C1'Op - op - Gaunter ` GI O N Oo �� h closet � I 5 � � a � . .' , A 1 fact 7 fin che"s - _A / - - B Inrch,ra,dios•smo,oth gG-dogree alt low � t� n Foye L. % "„' . - — I-A N MAI2f3LF - �0 i - 1. .. LIP, i ;< i 7' Shower -i O �� C All <n � V j MIN, 50 CFM �XMU51'SAN 1'O C012� 10”in rl�tadius smooth 45�d-egree elb w.t , lrr hes . . �_ 1201 & I - C 2) 13/411x11 �/8" SAPPL� � � PpAIN _ 2' 0 = z 6- _ - - . - _ - Z. — - - 1 ,incttraditrssmooth'±� der�ree elto��= :. : t o FU. _ i i f of triches :.:.::: L v SNE LF - MICI:OLAM FLUS 1) _ M Laundry/ ; c S ,� �A� 13/ x 117/8 MIC101,AM 11nG� = _ tet- C TY�'Ic.AL) 16 12isers(@ 7,6"t C 8,25" Max - vi0 CO _`r - p - . - Q P�prN - - For Sf-1�r�_�, r'. .•� foot= 43 .8 niiii,.i.�egtee=�.�3�3�+,.�r 3.; — � 51-1�LV1 5 9I� - U �6- IVIUd Room � tkN ,� i i �O I i i vi 9 i Treads + I-I/8" Nosing 11 c9 `0 ;b O '(3' . N � N II 6 _ - _ - 2" x 8" 100 T�1;5 @ 16" O.C. -I - 3h 36 :�7"S' tt . €. . .1'k a►lal ai�tc�rierz:nstrutti [as. . _ - _ ' M - - �� — — — — — = N- 6 9 S 2 a rnet 15 6 _ I. _-_ - - - - - - - i 11P-I' \6 1' Seat i N Counter '1l% iz anti r'taXIMum ti=n:6th: fthe ext}wsf dint shill be tetermin d by>tfi dngrer marfuffacturef's msta�ation instru ions Thhe �a�e nlficial�fiiat N <3)2 x8 �/ <3)2 _ - � C < 2) 13/�"xl 17/8" MICI201.AM <�I.USN) - _ ' r i,� � ith e P +nfthe sn tallatiom'ins,riuctions fnrthe rnali,alnd m clofth ryardtt�te artcanlment n pi �tinri. in the a = ant ti, fr ii-- ' _ _ - - - - - _ ►�+ + ualent lI:Ien> tll> tiii from the'i ]ilthr� "tfrrer rnanufac#later, `ale# 12. : ..t shall lie u .. 1 W2031 -2 *- 3'-�" -* �o AW2't— �WN 6 I I f'AL� 3)2 x8 3'-0" NIGN TWi �P GLA55 � POOH �� _ - .. . .. OUf2 Fifa: f2A JAMB 0x6 5 ,. ::' P IL WI O PVC `� .11502:42 D. er';�1.e€har�st duct pc wer:v►entdatt >t, GUAM �A 1N 2��x8�' LFPGFp IC30AP.P I ANP S�Lr CLOSING NING,�S - 1. . 211x2" pIC _ r5 130L11;P t0 5fLIC�WALL 'hemax"irntrmtength.cflheiexhau�t,dudShallbedet�rmined.1ha.ccor ante�aM,themanuacture.r?'� instru do^s forthed er xh8uistduct rz' i*r.' o �� z Cow red (IN5ULAf1 V) � @ 5 O.C. WV 5/8''0 f3�O,r5 t' �' Por h ' e) ��etrtihatec: .: vI`? 3 f;1 �5 8 25" MAX @ 16 O C 5rA56MP @r9�t502:•t.8 ten th�.deeitificati 3'-O" NIG = O O 10" M 5 + /8" N051N R - M g - dn.: . .. . _ _ Ate I G . .. , " - , x,� x,�0 i = %where the i xtiau�t�tct equnraient te'rTgth +��ccads�'5 fie�t-(jG f68 mmi; th'e equrealent length ofthe 6i aunt duct Shall be identifie�t ixn��ermanerrt - - - - 1. . / 1al� l rtag. helalzielur2a.g shalibelocated Withinl6 feet-r#1,8mon 6f the exhaust�dttdconnedion. /� _ _ _ I "' . . .. .. . ) x12' ) x12" C 2> PO IWN'�f �tAlf2 0 _ , t'.9�5{fi . lli,Eihaz�st duct require ll _ - _ _ QSN . :. - - - srtie space. fora clr�#3 e r+�er is r Irl ..an haalistl Cts : m° sh8ll be:hist�tled,,,.A There the c''tftes dryer is ,not lnstafW-at the time of F -� - � Where s p .e a l 1 . . . x Occupancy the aha u t duct shall l b Capped lir plum rr h ) ace in '�i_trich'it originates a*lni jdDntif� and marYe hrtrtr u c:s i'� ,'( - ' - N " I �� %-" i nsiin .ir�lolV es'd er is installed rior'to Occu � of .. ...'. xtic�ri.Where a listed con-d the structi�lre. I �� 1, I N "� _ :. -, . ..: . . .. . - 20'_6 k -3 I�l1502.51?�ro�tectidn�rrequired.; , g 6" J . ,,- . -, P-3 13rtatec#ave shield lafes s)iall ba placed �ral�ere nails or-screws fforra fiinish ortith r%� ra�r`t,ere�kely fo: �- -i, , the clothes i ry+•erexhau-t iz {.shield Ma es -6 - - - 2"x12" C�II.ING f3�AM5 @ 16" O.C. _ - _.� she-ill'be,pfaced'on the finished'-face o1.f fro rning m+embe.r:s where-there is less Won,li4 in it's mrnl between the eruct�an'd the fiinisheldBice offhe framing. ' member.' ,orotective;shieldpla.tes•shallbe-constructedOfsteel, sha _ _ - : 11 hanve; nninfimum thiAnm' orf[►: -�iric4;(,1,1�mm)and shall�etend not less than.2 in O% Patio 2-Car Garage o >�, ('51 rnm),above sole mate's a:nd:below toy plates:.'; �_ D � ' � /'D6 A-6 5/8 VM 'X' SN�fr10CK ALL %� I � A-6 _ WALLS & CEILING IN GAf2AG� , - X - IN I - _ 119 I 6" PIAMMT � �,Ox6' aN � - TNS CON5Tl2UC110N fm � . p��G11V� 1M-111 P�SIGNATION SNAI-I. 13� - `� t 3)211x8 ' C 3)211x8" `11 � : "i" "11", "111" "IV" Or "V" I P-5 046 6 P-3 - 1'O INPI ICA ON�O�TNUC11oNf - 1 t - CLA55� •'> FLOOf: FI:AMING, INCLUPING 3'-11" 15'-8"' � -5" I h'-6" 3'-6" 9'-0" 5Tl;UCTUM UNP�kliril QkI2M5 ANP 13�AM5 ,- 1 ,- P %C110N 602 OF TN5 C3CNY5 Ilkil p00r F MING 16 6 6 -6 61-011 - 1, I1-611 21 6 NEW HOME w:�-_ _` �I.DOp ANP f;00� �1AMING THE SHEEHAN RESIDENCE MFL�C nvV 12 2 "ll r'. I�1" . 300 Naugles Road 1ANMN�#18� - Mattituck, New York Proposed First Floor Plan C F Iii _ .._ -.�', P�51GNA110N �01. 5T1UCTUI.AI. �, . 5T�01:� ,�:-,, :;�P- �.-, r. , .,.,. ,,•,.,.,P. .iT- .S.Pr _ , COMPON�W5 TNAf ff,� OF Scale I/�}" I'-O" .. JOHN R. BRACCO a� VU55 TW1 CON5Tl'UC11ON Livinq Area; 1,816 50.Ff Registered Architect '�!'` I / Truss Sign Garage Area; 495 50.Ff 17 Main Street Sayville, New York 11782 - Scale - N.f.5. ph.(631) 589-9888 fax(631) 589-9889 ,.s4 11--- . .,��__Z_�o January 03 2018 - AV 6, . .A—"',�:,l� . P3103. 1 Roof extension . 54'-011 Open vent pipes that extend through a roof shall be terminated not less than 6 inches (152 mm) above the roof or 6 inches (152 mm) above the anticipated snow accumulation, whichever is greater. Where a roof is to be used 16'-0" 22'-0" for assembly, as promenade, observation deck or sunbathing deck or for similar purposes, open vent pipes shall terminate not less than 7 feet (2134 mm) above the roof. 1 P3103. 2 Frost closure. - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - Where the 97.5-percent value for outside design temperature is 07 (-18'C) or less, vent extensions through a A-6 r - - - - - - - - - - - - - - - roof or wall shall be not less than 3 inches (76 mm) in diameter. Any increase in the size of the vent shall be I made not less than 1 foot (304.8 mm) inside the thermal envelope of the building. 1 r-- L---------------------- -- T---- -----------------------� — AIIvC��fr uRoo� " v�rl m�u�oo� I r- ----- ----- ------- I � I e I �l = - - ---- -__=__-____ R001'. I` _ -;L �J Coveted P ch L� J -I I I 11 i , i II -T -'-' 211 I 2��1 I 211 I 1 1 Porch , 1 , Porch I Lay. j I I I Below "2' �6 6 NtT2, Below ��i ii n 11 11 r j c,o, I I )z x6 c 3)2 x6 Tl ` 2'IxIO" UX M-M�_5 I I 1 S%01412%014127 FLOOt? @ 16" O'C' G _ 2"x10" IQAFT�1;5 I �� ------------------- --------- - - - -11116 11 0. ------------- r---r" I r-- _— _ _. --I- -- -r' I I I I TW2 10-2 TW Z , 10-2 1 ICI ' D"'C' - ' _ �Lay. Lay. Kchen 121sh Lay. 1 'C hMachine 1QWaI C. o. V V /V 61 ' 6 1-911 111 II 11 II' o_— i -nil 7raln 1JLO - II I ' Bedroom �I I I I I I f \ = CZ) C2):4 x8 J��i 1 3 � NIS 12'-Oil = 11 -i 2 6' IlN t f �'� �� 111 �0i ' I 1 ' i �" 1I oiletrp� 6 , I �; ' ��, I �� 6 BA%MrWf I cI V L } v l I MAF33Li L \gl �}'' A5rM P 266 5 PVC .� I - c9,, I � �� I _ ( r r, \ I I I I ,r�. = I � I � I V V I � (�l I -.M � I V \I/ V I I TO Ai'Pi;OV�t7 5�I'TIC 5Y5T�M — _ �Il - — N C 3) 2'XI O" -'I� ,�} 5n A I Bathroom _ - _ 1 'Cl1 - - - 1 - - - - -��la--� - - - 1 c N PLUMBING RISER DIAGRAM I 13/4" x 11 �/8" x I NOT TO SCALE MlUaAM 01?G� - MICKOLAM I2II?G� �3 i L�G�NCa Nit b*'b N I O I `° ; �y�*�\ 2l I X_WOOL? 5TU1� W&1L5 �I - (5�� PLAN5 FOF 5TU? THICKM55) TABLE: .3261.* SIZE OF "�►P FOR PLUMBING FIXE UPM6—S � � ,�� P�Op05�1? l?o�vn 16 �Isers i I ,O I — — �, cp,, I/ 2" Gypsum Board In{,erlol- �Inlsh L rnen "Zi ATT#C ACC�55 @ Ct;IGK�T I r'� SECTION C8.25" Max) i 2''0 n I Ni / I i -m►— 2"x WOOIZ P05-r5 TRAP .SIZE i 'b'� 1:807 J 9" ''reads + i _ , 5 BULL PLI lI i31R�E9 FIXTURE &IINI1'�l1(�# 1 o v. 1. 1 I?I:1'111 I 1 I - i QUI of THr 2015 I-1�8 Nosrnq I I _ 1 ISn Wlf;�n 5M01'� I?�T�CTOP Vhches I - 10 I 5H%V�5 p1 = O I INSIZNATION& ,,, , O Bthttrk� r rrr.wtthauthcr��rer dead ander° i �o i 11 _ o O1 _ I = _ F? 51MN11& COM X017 & %fL'r I cp i� z N 1 /� I = - O = CM WIP'W CAF-PON MONOXIPI: Mi' CTOI;: Whlric�oi atta,ctments) O — I I N I �Of;ONS ANI? C TYpICAL> ' _, I = -, I , I I �i1 1U I V I I� \ N Ua IC_71 Bidet f TWO FAMILY 1 _ 1 _ 'b' _ .� � � I 1 I' � V MIN, 50 GSM �XHAUSf PAN f0 GOC7� Glathe,s wresherstartdpire 2. :. I ING� 3'-0" NIGH i I .� _ = edroom ; , _ t�# ti shr -(co p� iatatra. � I2 ` ,,. ; I ) HANn1AIL WITH , _ - I ' IVWIVO5�iZ I 'p`� C Z) 1 3/�" x lit" MICPOLAM OP(A p� C INSULA11;n �' �I�o 1=iae�r dram 2 : :.::.. i 1 2"x2" 1'ICK�'S i = NI i / AMC AGC 55 I\ i 1 I @ 5" O.C. II 11 = ll , ON 1/ 4" MICFOLAM VALLEY Kitchen,sink(qhe or two tags; wrth or 1 I 6 v I 6 1 1;801 I I 1 3�-1111 21-�II I 1- 11 \\ , I . II II �vithout.dlshwasher acid food Waste,dispa§er) . ��!�.` ,; I -I - 5 0 - : 0� TNS 2015 x 10 POOP f?APT�S G- � @ 16 O.C. 9 11 11 I z 211011 IN'1;12NA110NAL l I i � , i� I I C 2 11 Lalrndry_tub (one or mare cbmpartments) , � f� ' 1 Hl� 2x8 - - - - - - - - - - - - - - - - - - -; - - - � - - - - - - - - - - - - - - - - I ' T�P5@16" O.C. Lavatory , 1 I4, ., ' L ' _ �SInENTIAL COI? � ,�, 211 x10' f200� � :. _.__L ----- �: = b2 � - l Shower(based on the fatal flow rate through -------------- ------------------------- ----- ----------- ----------------- - --- ------ --- J �--- � � � �6 0�6 �, ,,H - �Or?ONI:ANl? � N 2"x12' SL��P�p ON KAPT�1;5 �#6 0 . � � -I I TWO FAMILY � shrwerheads ,md ba sera DUNNING IN OPPOsIT� I?IP�GTION I dy Ys ' i I 17WCLLINGS F#alb rate"° i I ppOVll?r 51 050N ( (IN5ULATW) (3) 2" x IO" I?00F f?APT�pS 5. +fpm avid[ens it 1 STizONG-11 1 O HANG�I: M6re'than 5.7 opm up to ` 2 3�gp�mr � � I MOf7�L No. VIi7� 51M � Zl I x�" GOLLA� T1�5 @ 32" O G p�0 I'S0N ( L ( are.t�rar� ;:' P? �'. �n: 5,; prrr 3 A 1 I 51120vG-11U I , li�#c�ne than 25.8 gpm-rip to 5 _ r m . B I HU 51,0?�P OWN n ' HANG�12 I I/5 1POWN FPOM PLAT rO FIZZ '�'-6 A-6 i i SK�WI l7 SIG T& LrI=T M01?�L N0. I I/1 j (II 5 � - O.C. 1`0 VALLI: 10 I 2 'x�}' COLLAf? 11 5 @ 16' O C IZH26E CON �C110N ' H I 1 f`a� 1 Ind 7-- S1. UCOI 81/II-517 �oI;12InGl: ro 1 I/3170WN �f;OM PLATS f0 f211?G� rll?GZ CONN�C110N 1 I � ' LAY-OV�P BOOP FFAMING = NAILING PAI? I I ' I I I I 1 I Pf;IMAf?Y IN5rALL L�GNTI-15 OF 51MPSON C516 ; I �2"x4" CLLAp 1�5 G, I COILFI? 5TP.A 1?ING FFOM LAY-OV�F ' I 3211 C. Poor FAPT�p5 f0 '9,��PFF', ATTACH WITH I 1 I I ' TAMING (4) 81?-COMMON 130X NAIL5 INTO D I I D �ACN M�M13�t2 A-6 _ 2"x10" Or AFI c� 16" D.0 - _ 2"xl O" I:00_F MTS S _ �> I I 211x8" NAILING PAI? rO P3 MECHANICALLY J ; J PA5T�NW 12IFCTLY TO PI:IMAFY ----- ---------- ----------- I200P FFWNG MWPl P'513�LOW 6''ll" 6' WITH A MINIMUM OF (3O CV-COMMON 13OX NAIL5 16'-0 22'-0'' 16'-0 N��vv� Ht�ISE �NOT�; POf? CONN�CT10N5 0� TNpOUGH THS NAILING PAI? INTO LAY-O\/ IF ANI? PAL5� VALLEY HFO 6H THI I? INCA, SHEATHING 5�'-011 THE S HEEHAN RESIDENCE I:OOPS: PI:OVII?� A NAILING PACT �ACHr0 l3� INSrALL�n Pp1012 r0300 MPCHANICALLY aug es Road PAST�N�1? r0 THS PPIMAf2Y TAMING Mattituck, New York M�Ml3�fs, wll?TN OF sAli? 'SL��P�f2' Proposed Second Floor Plan _. SHALL ACCOMMOPAS THS PULL _ L�WH Or THS PAPTM, Hl � CUf. Lay Over Roof Detail (Typical) s�l� I/ �'' I'-o"+ JOHN R. BRACCO NO I200PING MAT>;pIAL IS ALLOW�I? Llvinq Area: 653 5Q.Ff Registered Architect 17 Main Street P3 NWH THS '51X�P�F' OF,THI Seal e - N.f.S. Sayville, New York 11782 1;r LAY-OVEF A55 PM Y, WNTILAT10N ph.(631) 589-9888 �} TO THS A55�MP3 Y Is MQUIM2. fax(631) 589-9889 January 03 , 2018 - AV 1A.— R905. 1 . 2 Ice barriers. In areas where there has been a history of ice forming along the eaves causing a backup of water —14 as designated in Table R301 .2(1 ), an ice barrier shall O COMOIZ\AMFNf be installed for asphalt shingles, metal roof shingles, mineral—surfaced roll roofing, slate and slate—type N shingles, wood shingles and wood shakes. The ice 12 12 12 barrier shall consist of not fewer than two layers of underlayment cemented together, or a self—adhering 12112I2 12 12 112 polymer—modified bitumen sheet shall be used in place of normal underlayment and extend from the 12 12 IZ 12 lowest edges of all roof surfaces to a point not less than 24 inches (610 mm) inside the exterior wall line of the building. On roofs with slope equal to or greater than 8 units vertical in 12 units horizontal, IZ 12 the ice barrier shall also be applied not less than 36 inches (914 mm) measured along the roof slope from the cave edge of the building. E X e c e t i o n ; Detached accessory structures 11LjT^ = not containing conditioned floor area, —]I TYPICAL KOOFING CON5TRUC110N 50-Y1:Al2 ARCHITI;C11.M A5PHALf ROOF 5HIN6LF5 OVFk 15-1.13 FFLf PAF51; ON 51811 CPX FLYWOGV SHEATHING,WEATHER & 5HIM12 & PWPrl2 FLASHING A5 PF6247, I"x8" ALUMINUM COWMI7 rkilFzF WARP 6LIN? FLASHING Af ALL I;OOF-WA-1_ INf'Fk%C11ON5 1'-0" WOF OVFIJ-!ANG W/ VINYL VFW%5OFFI r SYSTEM Nil Will L Mil 11 P_ 11 IL F711 I_ 11 L-i-L-1 2"x10" M f30AR7 CAIMP IN ALUMINUM(TYPICAL) 2"x8" FASCIA POARV CAPPED IN ALUMINUM(TYPICAL) �" VINYL CONFt:C30AI?l7 6"x6" F'M55L TI2FATFI7 W0017 P05f WP.APKV IN I" AZFK Ti IM 3'-O" HIGH PVC GUAP.gKAIL WITH 2"x2" PICKFfS � 5" O,C, 5/+"x6" 'TWX' DECKING LA1'T10E Proposed Front Elevation (North) MENA 5cale - 1/4'' 6 1'-01 1 MATHI lX & ICF SELF APHF-PIM5 UNIT-R AYMFNf r0 WtNt7 FROM fHF 12A!%T I: ,W, fO A MINIMUM OF 2411 OVNZ FINISHED Wa WHEN WA_%I:Yt? HORIZOWALI Y.(A5 PFI:P905.1.2) 131.IN2 FLASH!.%Af AL1. WOF-WALL INT-P%C110N5 R905. 1 .1 (2) UNDERLAYMENT APPLICATION : SECTION R905. 2 �sjt FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2: 12), UP TO FOUR UNITS VERTICAL TO 12 UNITS HORIZONTAL (4: 12), UNDERLAYMENT SHALL BE TWO �7'-0' LAYERS APPLIED IN THE FOLLOWING MANNER: I'-0"' CIVLI: OVNZ_IANG W/ APPLY A 19—INCH STRIP OF UNDERLAYMENT FELT PARALLEL VINYL VENTING 50FFIf 5Y511:M TO AND STARTING AT THE EAVES.STARTING AT THE EAVE, APPLY 36—INCH—WIDE SHEETS OF UNDERLAYMENT OVERLAPPING SUCCESSIVE SHEETS 19 INCHES. 12 DISTORTIONS IN THE UNDERLAYMENT SHALL NOT. INTERFERE WITH THE ABILITY OF THE SH►NGLES TO SEAL IZ WFATHNI & ICE %Lr AI7WONG UNI?FQ AYM%f 9�75t 9,751 FOR ROOF SLOPES fAIL1"OAMINIMUM OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4: 12) fO� T1;N17FPOM1NFI:AF11;1: OR GREATER, UNDERLAYMENT SHALL BE ONE LAYER, APPLIED Or 2-1" OVFP FIN151-IF17 SPAGF WHEN W5UIT,17 2,,0„ NOI:IZONfALLY, (A5PEI2I:905�1.2) IN THE FOLLOWING MANNER: UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES, DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE 12 4 WITH THE ABILITY OF THE SHINGLES TO SEAL. END LAPS SHALL BE 4 INCHES AND SHALL BE OFFSET BY 6 FEET. 1'-0"' POOF OVFIJ-FANG W/ 1'-0" GABLE O\/EC HANG W/ VINYL VW111\16 50FFIf 5Y5SM W VINYL VENTING 50FFif 5Y5TFM TYPICAL 51t71NG CON5112UC11ON; 02AR IMPI:F5510N VINYL 5112ING OVFP I/2" (C;-3.0) W4117 FOAM IN5ULA11ON ANI7 '9YVFK' ❑ VAPOI:PAQIQIl �ON 1/2" Ct7X PLYWOO19 SHEATHING �}" VINYL 1KIM A�DUNl7 ALL 17001:5 ANI7 WINl70W5 C TYPICAL) I O" O rFM-CASf COLUMNSC LOADt3FAP.ING) Proposed Right Elevation (West) NEW HOME Scale - 1/4" 6 I'-O" THE S HEEHAN RESIDENCE 300 Naugles Road Mattituck, New York JOHN R. BRACCO Registered Architect 17 Main Street Sayville, New York 11782 ph.(631) 589-9888 P fax(631) 589-9889 _. ° January03 2018 - AV ~' -4 �� 4— O N 12 I2 121 112 ckicmf OF IZNN 12 - - - - - - - - 12 12 14 ]i r 10" 0 Mr,MA-CA51'COI.UMN5 C I.OAt713i;At;IN6) Proposed Rear Elevation (South) If�f•1� �!7 n•NJ� !. Scale - 1/ -4 P-01-O" 0 N 3+ 12 NNIN 12 IZ IZ 9,751 12 9l�5� a�D❑ �❑DD ❑0D❑ O❑D❑ QIIIIQ QIIIIQ - - - - - - - - 0 0 0 0 J. -X-Y\ 4 Proposed Left Side Elevation (East) NEW HOME Scale - 1/ 4" c P-01 THE S HEEI SAN RMS IDENCE 300 Naugles Road Mattituck, New York �A4 - JOHN R. BRACCO Registered Architect 17 Main Street Sayville, New York 11782 ph.(631) 589-9888 fax(631) 589-9889 F January 03 , 2018 - AV CONTINUOUS OPGE VENT(TYPIC&) 13/4" x 11 '718 MICROLAM MPGE BEAM C 2) 1 iV 4" x 14" MICRO-AM Q?a BEAM 12 �� 12 12 2 YA COLLM 11M5 @ 32 O.C. I/3 DOWN FROM PLATE TO RIPGM 2 xl0 ROOF RAFTMR5 @ 16 O.C. 3�� 2"x10" ROOF RAFTERS a I6" O.C. 2"x8" CM Wi 13EAM5 @ 16" O.C.W/ 9" C R-32 FIP3M LA5513ATT IN5l.lLATION -�'2'-0'x` 11PICAI. ROOFING GON RIX110N 30-YW ARGHITFG",& ASPR&f ROOF 2"x6" 16" O.C. 5TUt2-WA-L WITH 6" C R-19) FIC3ERGLA55 BATT IN5U.A110N �- -� 5HIN61.E5 OVER 15-LG FMLf PAPMR ON 5, 8" GPX PLYWOOP 511MATHIN6, 1/2" PMYWALL 2"x4" COLLAR 11E5 WMAIItR & ICI; 5HIMLP & PROPMR FLASHP,FLASHING A5 RM' C SEE 8905,2) PROVIDE t3LINP FLASHING 1/ FIIN191 @ 32" O.G. N.I.WAI,1.5 & CEIUNGS I/3 DOWN FROM WMAINEM & ICI; SELF APHERING UNDERLAYMENT LAYMT TO EXISNP FROM THE RAFTER fAL TO A TYPICAL ROOFING CONSTRUCTION 30-YEAR ARCHITMCIUIZAI- _ PLATE TO RIDGE MINIMUM OF 24" OVMR FINI5I�MP 5PACE WHEN MEASLIRMP HORIZONTALLY. (A5 PMR 005.2.7.) A5PHA-1'ROOF 511INGLE5 OVER 15-Lf3 FELE PAPER ON 5, 8" Cl2X PLYWOOD 5HEATHING, WMAIHFR & SHIELD & KOPMR FLASHING Uz 2"xl2" CEILING P3 AM5 @ 16" O.C, W/ 9" (R-30) FIC3M 41LA55 PATI IN5LLAT10N A5 Q'D (5M5 8905 2 ) cp. Bedroom Bathroom U5E FOAM PAFFLE5 AT MND5 OF RAPTER5 TO MAINTAN I" AR CAP 2"x10" LEDGER POMP D01.11;1710 STUD WA-L l3ETWl;EN ROOF SHEATHING ANP INSULATION (Tl'PICA-) Vf/1111 5/8"0 t3OLT5 a 16" O.C. STAGGERMP = s_ 2110" FA50A P0AF,9) CAPPt d IN AI;I]MINIAM W fli SEAMLFgi5 GUTTERS 2i i 6,C, - -- q I— AJ12 LEAPMMS C GUTTMNXS NSNOVVN> I'-O" ROOF OVERHANG W/ VINYL VENTING SOFFIT SYSTi;M C TYPICA.) 0'0' FASCIA BOARD; CAMP IN ALUMINUM WITH --- 2"x8" CEILING t3EAM5 1/2" PRYWALL INS00?FINISH 5MAMLE55 6U11�R5 ANP LMA IMk5(GUf11;R5 NOf SHOWN) 8" @ 16" O.C.W/ 9" (R-30) PLL WALL5 & CNON65 I� 1� 1� �� MICROLAM FI[3ERGLA5513ATT INS!,II-A110N 3/4 PLYWOOD SUI3FLOOM ON 117/8 fJl 560 W00P I t3�MAM5 @ 16 O.G. (5)2"x12" W1911 (R-30) PAfT IN5ULA110N _ 2"x6" CEILING GFAM5 @ 16" O.C. W/ VINYL VENTING 13FAM-12 POIZCH PAFL - Master Master TYPICAL 51PIN6 CON5TP.UC11ON; 02M IMPMM5510N VINYL SIRING OVMM 1/2" 06112 FOAM IN5LILATI0N ANP 'TYVMK' VAPO"PAPZOW ON 1/2" C12X PLYWOOD SHEATHINGFo S er O 2"x8" LMPGFR 130ARP f3aSI2 TO 5TUI2 W&. —� Bathroom BedYoom 211x6" @ 16" O,C, 5111P-WA.L =1-1611 R-19) FIf3MR6LA55 PAT r IN511A11ON WITH 5/8"0 POILf5 @ 1611 O.G. W66MRMP 3'-011 HIGH PVC GUAMPRAL WITH 2"x2" PICKFf5 @ 5" O.C. 10" 0 PTMA-CAST COLUMN5(LDAP 13FARING) 5/4"x6" '11'.MX' PMCKING FILL & TAMP FOM 4" POUMMP CONCRMS 5LAP WITH 6"x6" 10/ 10 W,W,M.ANP 6-MIL POLY VAPOR BARRIER ' 2"x8"PMCK JOISTS c� 16" O.C. L (!5) 1 3/4"xl 17/8" 1/2" 5HFMT TOCK CEILING 8" W112� 11ZMNCH FOUNZA110N 3' FLOW GRADM MINIMUM L <3) 13/4''xl 17/8" MICROI-AM(LOW) PER CORM 5MC110N �02,1� <�) 2"xl2"GIRDER _ � MICROLAJVI(LDW) 12"xl2" POU�12 CONCMM11; PIMR5 3' 13MLOW 61WP MINIMUM _� I/2" SHMET ROCK OILING 1 �z PET;COPM 5FC-nON 8302.13 p� Lj 1 7 2 xl0 LEDGER 130AZD f30L1ED TO FOUNPA11ON W/ 5/8110 C30LT5 @ 2,411O.C. 59666 EP Open Cellar Open Cellar *-NOS! 4" OV X .226 5fANPARP ALL DECK FRAMING TO Pr PRESSURE TREATED LUMSER VVITH EITHEIR 5TANLF55 STEEL STEEL PIPE COLUMN ON OR HOf PIMP 6&VANIZFP FASTI N,W5, GONNE0T0R5, & HARPVVAM*t 2'-0" X 2'-0" X P,01 PFFP POUMI2 CONCRMTF FOOTING C 2)2"x6" PRE55UMM 11;MA11;D MUDSILL WITH 5/8" 0 ANCHOR 130LT5 @ 36" O.C. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7" MINIMUM FMf3MPM%T. COPPFMTFRMI11; 5H1ELt2ANP FOAM 5iLL-51A& (TYPICAL) - - - - - - - - - - - - — - - - - - - 10" WIPE POLfP?, MTI;12 CONO FOUNDATION WALL ON I'-1011 WII71E x 10" PEEP L — -J POUt;El2 CONCRETE FOOTING WITH 2" x 4" KEY-WAY ANP(2) It 5 I MYPAR, MIN. 3'-O" t3MLOW GRADM,WASPROOF EXTMRIOR FAGS OF WALL Section A-A Section B-B I" EXPANSION JOINT<TYPICAL) Scale - 1/41' 1 -0'' FILL & TAMP FOR 4" POUREP CONCRETE FLOOR 5LA13 WITH 6110" 10/10 W.W.M. Scale - 1/411 � 1'-0'' R905 . 1 . 2 Ice barriers. In areas where there has been a history of ice CON11NUOUSRIPGFVMNTC1YPIGAL) forming along the eaves causing a backup of water as designated in Table R301.2(1), an ice barrier shall 1 3/4" x II 7/8 MICROLAM RIDGF P3FAM — be installed for asphalt shingles, metal roof shingles, mineral—surfaced roll roofing, slate and slate—type 2"x4" COLLAR 11E5 @ 16" O.C. I/512OWN FROM PLATT;TO RIPGE shingles, wood shingles and wood shakes. The ice WITH9" (R-30) FM-FCALA55PATTIN5ULA11ON barrier shall consist of not fewer than two layers of 12 12 underlayment cemented together, or a self—adhering 1212 TYPICAL ROOFING CON5TRUC11ON 30-YEAR AZCHITECTI IP.N-ASPHALT ROOF p o l ym e r—modified bitumen sheet s h all b e used i n 5HINGLE50VMM 15-LC3FELTPAPMMON 5/8" Cl2XPLYWOOt25W-ATHING. place of normal all roof surf and extend from the lowest edges of all roof surfaces to a point not less WEATHMM & ICF 5HIELP & PROPER FLASHING A5 RM(2'P, (5-M M90)5,2) than 24 inches (610 mm) inside the exterior wall line of the building. On roofs with slope equal to or 2"x10" ROOF R SIZ5@ 16" O.C.W/ 81/4" CR-30c) F113ERC1LA55PAMN5ULATION greater than 8 units vertical in 12 units horizontal, 1/21, DMYWA.L the ice barrier shall also be applied not less than INTMRIORPIN15H 36 inches (914 mm) measured along the roof slope N-L W&L5 & CEILINGS WMATHEM & ICF SELF APHFRING UNI21 0,AYMFNTTO FXTPNIZ FROM E from the eave edge of the building. x e c e tion : Detached accessory THE RAFTER TAL TO A MINIMUM OF 24" OVER FINISHED SPACE 12_] 12 p y structures g Bedroom W1-EN MFA5UMP HORIZONTALLY,(A5 PFR M905.2,7,) 121 � 12 not containing conditioned floor area. 2"x10" ROOF MTFR5 @ 16" O.C. "x4" CalLAR 1T5 @ 32" O.C. WITH I611 F 6' CM--19) IMI� LA L O 2 "x8" FA5CIA POMP, CA" MP IN ALUMINUM WITH 5MAMLM55 GU' TMS 2''0'� I/3 Dowty FROM PLATE r0 RIDGE R905. 1 . 1 (2) UNDERLAYMENT APPLICATION: BATT INSULA110N = ANP LMADMM5(GUTTMR5 NOT SHOWN) 2"xl2" CEILING 13EAM5 @ 16" O.C. SECTION R905. 2 I'-O" ROOF OVMMI CA W/ VINYL VMN11NG 5OFFIT5Y5SM(TYPICAL) _ FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2: 12), UP TO FOUR UNITS VERTICAL TO 12 9" CR-30) FIIXC aA55PATTI1\151U.A11ON UNITS HORIZONTAL (4: 12), UNDERLAYMENT SHALL BE TWO 5/8TYPM 'X' 9H1 MfIZOCK LAYERS APPLIED IN THE FOLLOWING MANNER: 3/4" PLYWOOD SUI3FLOOR ON II 7/8" TJI 560WODD 'I' 13EAM5 @ 16" O.C. ALL WA-L5 & CEILING IN Ou MA APPLY A 19-INCH STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVES.STARTING AT THE EAVE, - Great Room „ C3) 13/4" xll 7/8" MICROLAM �� APPLY 36—INCH—WIDE SHEETS OF UNDERLAYMENT TYPICAL SIRING CONSTRUCTION; CMPAR IMPMM5510N VINYL 5101%tOVER 1/2 CR-3.0) 2 -6 ROOF OVERLAPPING SUCCESSIVE SHEETS 19 INCHES. 816112 FOAM IN15LILATION ANP 'TYVEK' VAPO"BARRIER ON 1/2" C12X PLYWOOD 5HMATHINGpVEPJ-{ANG W/ DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE 2 Car Garage VINYL VFNI1N6 WITH THE ABILITY .OF THE SHINGLES TO SEAL. 211y,611 @ 16" O.C, 5T1,112-W&L WITH 6" C R-I9 FIC3MIZaA55 BATT IN%I A110N 211x6" 016" O.C. STUD-WALL 50FFIT5Y5T';M FOR ROOF SLOPES CTYPICAL) OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4: 12) 4" PLYWOOP 51.01`00P,ON 117/8" TJI 560 WOOL? 11111PEAM5 @ 12" D.C. FILL AND TAMP FOR 4„ POUMEP CONCRETE 5LAC3 E �� OR GREATER, UNDERLAYMNT SHALL BE ONE LAYER, APPLIED WITH 9” (M-30) BATT INSLq.ATION - YMENT WITH 6"x6" 10/10 W.W.F. AND 6 MIL POLY VAPOR P3 AM5 1611 O.C. SHALL BE APPLIED SHINGLIN THE FOLLOWING E FASHION, PARALLEL (2)2"x6" PP,ESSUP.I; TREATER MUDSILL WITH 5/8" 0 ANCHOR i30LT5 PAI ZEE (PITCH 5LAC3 TOWAZt25 POOR) TO AND STARTING FROM TIHE EAVE AND LAPPED 2 INCHES, I/2" SHMETROCKCMILING J @36" O.C. 7" MINIMUM rMMMNr. COMP,IUMI5HEL12 ANP DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE - - - - - - - - - - - - - - - - - - - - - - - - - - WITH THE ABILITY OF THE SHINGLES TO SEAL. END LAPS PMR CORM SECTION M'-)02,13 FOAM SILL-SEAL C1YPIGA-> OE SHALL BE 4 INCHES AND SHALL BE OFFSET BY 6 FEET. 10" WIPE POLMEP CONCM S FOUNPAVON WALL ON ' 10" WIPM POtlP,1,'P CONCRMTM FOUNPATION WALL ON I'-10" WIPE x 10" PEEP 1'-10" WIPE x 10" 121 Mw POUR P CONCFM FOO11N6 p POURED CONCRETE FOOTING WITH 2" x 4" KEY-WAY AND(2) #5 REF3AP., WITH 2" x,4" KFY-WAY ANP(2) #5 ME13AM, Open Cellar MIN. 5'-0" 13FLOW GRAZE,WATMM PROOF FXTMMIOR FAGF OF WALL MIN.3'-0" BELOW GRAZE, (TYPICAL) am FILL & TAMP FOM 4" POUP.I;P CONCP.M11; FLOOP,5LAI3 WITH 6"x6" 10/ 10 W,W,M, NEVA HOME 1" EXPANSION JOINT C TYPICK.) THE S HEEI- AN RESIDENCE 300 Naugles Road — — Mattituck, New York JOHN R. BRACCO Section C-C Section D-D Registered Architect 17 Main Street 1'-0" Scale - I/ 4" - P-0" Sayville, New York 11782 , ph.(631) 589-9888 fax(631) 589-9889 January 03 , 2018 - AV °'' ROOF RAFTER ROOF RAFTER NAIL AS-PER TABLE 3.48 OF THE 2015 WFCM o ° ° CUT ° Use eve yother nail hole Typ.12° min.bearing o DOUBLE TOP DOUBLE TOP in a row to provide the LENGTH o• PLATE ;; do stud surface p PLATE code-requlred minimum 12., o ° ° center-to-center .'.'BEARING o ® 0 0 0 o ® ° spacing for nails o 0 ° O ° G o WALL STUD TOo 0 0 c ALIGN WITH ® o RAFTERS o° CLEAR -�� 0 SPAN ® 0 SIMPSON STRONG-TIE SIMPSON STRONG-TIE ° (4) 16-D COMMON NAILS (4) 1,6-D COMMON NAILS �� (12) 16-D COMMON NAILS IN PC�ST PL/FI�1'GE IN POST FLANGE OR H2.5A H2A I� o o ° NINIMU ° (2) 1/2" DIA. MACHINE BOLTS( ) 16-D COMMON NAILS 2" ' HURRICANE CLIP ' DETAIL 1 ' HURRICANE CLIP ' DETAIL 2 (6) 16-D COMMON Nal'LS 9I0EcoWERfN YEAU FLANGt (EPC4"6-16) IN BEAM FLANGE (EPC416-16) ALE: N.T.S. ALE: N.T.S. Wrap s apping under mud sill (6) 16-D COMMON NAILS (6) 16-D COMMON NAILS ° EXISTING UNALIGNED WORK ONLY ALL NEW WORK foundation wall °o ° IN BEAM FLANGE (EPC66-16) IN BEAM FLANGE (EPC66-16) o0(ALL NEWWOkK S�HAL ALGN) °a. a.00"0 ,a °°O 0 SIMPSON STRONG-TIE SIMPSON STRONG-TIE SI'MPSON STRONG-TIE SIMPSON STRONG-TIE FLUSH HEADER CS16 COILED STF7AP @ F'C44-16 (Fb�i 4"x4" POSTS/DdUSLE GIRDER EPC4b-16 (AOR 4"x4" POSTS/DOUBLE GIRDER gBU4;4 (FOF2 4"z4" f�OSl'S) EACH STUD(*P.) PC66-16 (FOR 6"x6" POST$1TRtPLE GIRDER EPC66-16 (FOR 6"x6" P08t8r'RIPLE GIRDER A"E3'U66 (FOR 4"X4" POSTS) JOIST SIMPSON CS16COILED STRAPI@ SILL TO STUD CONNECTION DETAIL COMMON POST CAP DETAIL END POST CAP DETAIL EACH RAFTER(TYP.) Va SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. POST GIRDER T O PIER DETAIL SCALE: N.T.S. 0 0 0 o ° LSSU c@ CATHEDRAL SEE DETAIL THIS SHEET NAIL AS-PER TABLE 3.4131 OF THE 2015 WFCM SIMPSON STRONG TIE RIDGE STRAPING DETAIL L02'6, L628, Lu210 SCALE: N.T.S. TYPICAL JOIST HANGER DETAIL Ie every other nail hole n a row to p`ro'vide 6eUs ° NAIL AS-PER TABLE 3.6 OF THE 2015 WFCM SCALE: N.T.S. (2) STUDS MINIMUM code re q,.wred minimum center-to-center ° UPPER-LEVEL WALL STUDS spacing for nails ° 12" RIDGE BEARING (2) STUDS MINIMUM ° 2) STUDS MINIMUM b HDU4 SINGLE SHOE PLATE d O SUB-FLOOR a III CLEAR RAFTER . HDU4 SINGLE SHOE PLATE ® ® SPAN o SIMPSON STRONG—TIE o ® HDU4 with SDS SCREWS SUB-FLOOR I1 ° OINSTALWHERELI DICATEDOONERS PLANSD foundation wall Wraps ppingunder mud sill 0 ( 1 • THREADED I 1 FLOOR JOISTS SIMPSON STRONG TIE ROD T I HDU 4 CS16 COILED STRAP ° I I BOX BEAM EACH STUD(TYP.) BOX BEAM SIMPSON STRONG-TI`E a DOUBLE SILL SILL T O STUD . 11 FLOOR JOISTS HDU4 with SDS SCREWS (NSTALL @ ALL CORNERS AND SIMPSON STRONG TIE a . I 1 (2) STUDS MINIMUM WHERE INDICATED ON PLANS CONNECTION DETAIL LSU26, L kt , L8U21b ° I I ° 1 1 SIMPSON STRONG TIE ° 1 1 SCALE: N.T.S. I HDU4 With SDS SCREWS e p H'DU4 ° o REQUIRED AT ALL LOCATIONS WHERE °• ° INSTALL 0-ALL CORNERS AND U ° I 1 •.o: o. ° '' FULL CEILING JOISTS ARE ABSENT AND/OR ld,.. a 4 • . . ° WHERE I DICATED ON PLANS DOUBLE TOP PLATE ,.•o: ° `.: o F U L L HE GHT SHEATHING NOT ATTACHED TO THE TOP V 4 •' 1I PLATES/RAFTER HEELS AT OPPOSITE ° °. . a ° 1 0 :a ° o LOWER LEVEL WALL STUDS MINIMUM 7" EMBEDMENT BETWEEN ALL H O L D O W,N S WALLS (CATHEDRAL OR TRAY CEILINGS) II' ° •o. • MINIMUM 7 EMBEDMENT RIDGE RAFTER 4 a $� ° POURED CONCRETE ALLL THREAD ' ' � • ; . ° • FOUNDATION WALL ROD HD - 3 CONNECTION DETAIL FOR °' !<. NAIL AS-PER TABLE 3.4B OF THE 2015 WFCM CATHERDRAL CEILINGS HD - 1 HD - 2 FOUNDATION TO SILL SCALE: N.T.S. FOUNDATION TO SILL TO STUD FLOOR TO FLOOR HOLDDOWN TO STUD HOLDDOWN HOLDDOWN SCALE: N.T.S. SCALE: N.T.S. ,' EN'D ' LENGTH SCALE: N.T.S. LENGTH CLEAR FRANIE CLIP INSTALLATION No Nails Required SPAN in Cleer Span Area SHIM OR WOOD BUCK THICKNESS TAMM BUCXS ARE NOT NIWD FRAME CLIP INSTALLATION SIMPSON STRONG-TIE END LENGTH CS16 COILED STRAP @ EACH STUD (NP.) Provide minimum T' end distance FIGURE R609.7.2(1) FIGURE R609.7.2(2) Equal number of ' specified nails in THROUGH THE FRAME FRAME CLIP •• each end HEADER(SEE PLAN FOR EXACT SIZE) — FRAMED OPENING FOR NEW WINDOW — FIGURE R609.7.2(3) FIGURE R609.7.2(4) STUD TO STUD (OR EXTERIOR DOOR) • THROUGH THE FRAME FRAME CLIP CONNECTION DETAIL • - SCALE: N.T.S. (2) 2" x 6" PRESSURE—TREATED MUD SILL WITH 5/8" 0 THREADED ANCHOR BOLTS 36" O.C.; 12" MAX. FROM ALL CORNERS; MIN. 2 BOLTS PER WALL; MIN. 2 BOLTS PER NEW HOME NO SPECIAL UPLIFT CONNECTORS REQ'D. PLATE SECTION; MIN. 7" EMBEDMENT OF BOLTS INTO CONCRETE. EACH BOLT TO HAVE 3"x3" SQUARE STEEL THE SHEEHAN RESIDENCE WASHERS. LOCATE BOLTS IN CENTER 1/3 OF SILL. INCLUDE COPPER TERMITE SHIELD AND FOAM SILL—SEALER. 300 Naugles Road FOUNDATION ANCHORAGE AS—PER R403.1 .6 OF THE 2015 Mattituck, New York INTERNATIONAL RESIDENTIAL CODE FOR ONE—AND jTWO—FAMILY DWELLINGS & TABLE 3.2A OF THE 2015 WFCM. FIGURE R609.7.2(5) FIGURE R609.7.2(6) FIGURE R609.7.2(7) FIGURE R609.7.2(8) TYPICAL SILL ANCHOR — THROUGH THE FLANGE THROUGH THE FLANGE FRAME CLIP THROUGH THE FLANGE JOHN R. BRACCO BOLT CONNECTION DETAIL 1�7eMa n Street hitect TYPICAL FRAMED OPENING HEADER DETAIL SCALE: N.T.S. 2015 INTERNATIONAL RESIDENTIAL CODE FOR ONE— AND TWO— FAMILY Sayville, New York 11782 ph.(631) 589-9888 •°- .` DWELLINGS SECTION R609 EXTERIOR WINDOW 8c GLASS DOORS h�y N.T.S. fax(631) 589-9889 January 03 , 2018 - AV :� _ =f TABLES DESIGNED IN ACCORDANCE WITH THE 2015 WOOD FRAME CONSTRUCTION MANUAL FOR 1 8c 2 fable A�316; TABLE 3. 1 : NAILING SCHEDULE FAMILY DWELLINGS AND THE 2015 INTERNATIONAL RESIDENTIAL CODE FOR ONE — AND TWO— FAMILY DWELLINGS COWC �/FO%M ROOFFRAMING fG61G T%510N 5TR.Ai' 110N I�QUII;�M�Nf5 FR WIND - i�X JOINT DESCIPTION Nf Nails "umber of Boz Nails Noll Spacing Wable A �I�I fk1c �fAh f&le 3,5fh fable 316; (Fre5crlptive Alternative to fable 3,6) RAFTER TO TOP PLATE (TOE NAIL) (See table 3,4A) (See table 3.4A) PER RAFTER UPLIFT 5TW COftC11ON MURMNf5bead Load Assumptions; 7CO-Hr,Wnd speed 3-secorld5 G)51 (Mh) CEILING JOIST TO TOP PLATE (TOE NAIL) (See table 3.4A) (See table 3.4A) PER JOIST C Izo _to'Wall, Wall-to-wall, and Wall-to-roundatlon) l'�F\ and/or 0LIN6 J015f fO TOP PLAt LAtFAI, ANP 51-IM TOP ANP PO`r'OM PLAt f0 5TUt? LAVAL Q26G COWC110N eQUIF\WNf5 FR WNP - W05UI� 13 � /Cedl A55embl PL c CEILING JOIST TO PARALLEL RAFTER (FACE NAIL) (See table 3,9A) (See table 3.9A) EACH LAP C Pre5crlptive Alternative to fable 3A) COWC110N MQUlFFM%f5. /� l✓CONN�I ICtL��111!�1ON5 FOP 1MNP LOAP5 C Pead Load A55umptlon5; goof A5, em6lq PL - 10 5f) �1 U 15 p5f) 1.30 CEILING JOIST LAPS OVER PARTITIONS (FACE NAIL) (See table 3,9A) (See table 3.9A) EACH LAP C Pre5cri ive Aternative to fable 3,A 900 Wind seccd`4sttr�J ✓ 05u+l�✓ ✓ 700'r Wind5peed COLLAR TIE TO RAFTER (FACE NAIL) (See Table 3.6A) (See Table 3.6A) PER TIE Pead Load Assumptions: { 700-yr,Wind Speed 3-seconds OA(mph) i�lrl er of 8d Comm or IOd Pox Nall (FTfSCRIffNCN-,DprN'fvEfOfAN.C35) �5 �(�) BLOCKING TO RAFTER (TOE NAIL) 2-8d COMMON 2-10d EACH END p 130 130 Roof i'ltch p In ea:l1 Rl,d of I-1/.q1 I yin 1,2.3.4,5,6.7 IV / Ceiling ASSem I� PL p5 fi/fir OSU� 1 30 RIM BOARD TO RAFTER (END NAIL) 2-16d COMMON 3-16d EACH END �n�r�a w ee led en rA� NA or WA +a WALL FRAMING 9COy.Wu�J Speed 4-saaxJ qnt C a�4J Um er D moron na'3 Or 15 Siad`-yac►q<1nJ qOd Drs Nab Fx Stud to f l+te Caroct+m �XP05,� t�after/ Cell rq v !�5 X014 spvlfv I0 Well 1,104(NI! �1��8d11r8� r�A 11 IA� b Fel> �F�P� ®P Roof P1tch Roof Span(fit Ifeclulred Caparlly of I�Idc�Colrec{Icr,Cpif�'@'3' IAP PI Af9 10 TAP PWiE (PAPP NAIL @=19d 66MMR @=1@d 00 FW cel I clot�a to ate conr�ctbni.Q,3,4 NubaroFHdCamnn ylelnBaiclOJf�aNe+ 8 2 1 2 rZ TOP PLATES AT INTERSECTIONS (FACE NAIL) 4-16d COMMON 5-16d JOINTS-EACH SIDE hrsnlrg5pselrq(h) acefapan(R,) InCarhC�ddl-I/4"+204.Y�sp1,2,3,4 10 12 2 16 2STUD TO STUD (FACE NAIL) 2-18d COMMON 2-16d 24" O.C. 812 14 2 02 HEADER TO HEADER (FACE NAIL) 15d COMMON led 15" O.C. ALONG EDGES 12 1 12 10 2 18 2 12 136 3:12 24 3 TOP OR BOTTOM PLATE TO STUD (END NAIL) (See Table 3.5A) (See Table 3.5A) PER STUD 16 1 20 2 16 182 20 220 227 28 3 BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-16d COMMON 2 2-16d,,2 12 24 2 PER FOOT 26 2 16 8 3 0 2 3:12 36 2 10 3 2 3 END JOIST, OR BLOCKING (FACE NAIL) 24 272 12 2 28 318 36 4 32 FLOOR FRAMING 14 2 16 16 2 32 363 JOIST TO SILL TOP PLATE OR GIRDER (TOE NAIL) 4-8d COMMON 4-10d PER JOIST 4 12 2 18 3 36 409 12 1 BRIDGING TO JOIST (TOE NAIL) 2-8d COMMON 2-10d EACH END 16 2 $ 20 3 16 2 BLOCKING TO JOIST (TOE NAIL) 2-8d COMMON 2-10d EACH END 20 2 24 10 4 g 2 20 2 BLOCKING TO SILL OR TOP PLATE (TOE NAIL) 3-16d COMMON 4-16d EACH BLOCK 16 24 2 10 28 2 ,2 3 12 113 4:12 24 2 LEDGER STRIP TO BEAM (FACE NAIL) 3-i6d COMMON 4-16d EACH JOIST 32 2 1 Perscriptive limits ore based on assumptions in Table 3.4. 14 3 28 3 36 3 24 16 4 16 150 JOIST TO LEDGER TO BEAM (TOE NAIL) 3-ed COMMON 3-10d PER JOIST 12 2 2 When ceiling joists are installed parallel to rafters, the sum 18 4 20 188 32 3 BAND JOIST TO JOIST (END NAIL) 3-16d COMMON 4-16d PER JOIST 16 2 of the toe—nails in the rafter and ceiling joist shall equal 20 4 4:12 24 226 36 3 BAND JOIST TO SILL OR TOP PLATE (TOE NAIL) 2-i6d COMMON' 3-16d PER FOOT 19.2 24 2 or exceed the tabulated number of nails required. 1.Proscriptive limits aro based on assumption in Table 3.5. 28 263 12 1 ROOF SHEATHING 28 3 2.Tabulated framing loads and connection requ"ementa shoal 32 301 WOOD STRUCTURAL PANELS: 8d COMMON 10tl 32 3 3 To avoid splitting, no more than 2 toenails shall be installed be permitted to be multiplied by 0.92 for framing not located within 6 feat of corners 36 338 16 1 (SEE TABLE 3.10) 36 3 in each side of a rafter or ceiling joist when fastened to a 2x4 20 2 DIAGONAL BOARD SHEATHING: zo 5:12 24 2 1"Xe" OR 1"X8" 2-8d COMMON 2-10d PER SUPPORT 12 2 toll plate or 3 toenails In each side when fastened to a 12 88 28 2 1"X1O" OR WIDER 3-8d COMMON 3-10d PER SUPPORT 3 2x6 top plate 16 118 20 147 32 2 CEILING SHEATHING 213 28 3 4 Where top plate—to—ridge heights exceed 101, they shall be 5:12 24 177 36 3 GYPSUM WALL BOARD 5d COOLERS sd COOLERS 7" EDGE / 10" FIELD se 43 adjusted as follows: p !� 28 206 WALL SHEATHING I Proscriptive limits oro based on assumptions in Table 3.4, Wal rlGl 4 8' 10, 32 236 12 1 WOOD STRUCTURAL PANELS 8d COMMON ,Oil (SEE TABLE 3.11) 1 6 1 STRUCTURAL FIBERBOARD PANELS 2 Tabulated uplift connection requirements assume o roof and ceiling assembly dead r0 Bate to ridge Hel 1 (ft) AdagtriA Factor 36 265 ,/2" 11 go. goly. roofing nail — 3" EDGE / 6" FIELD load of 9 psf (0.60x15 psi - 9 psf). If a ceiling assembly is not present or if ft p P TABLE R301.2.1.2 20 2 (0.,2o"x,-1/2"long x 7/15" head) ceiling assembly is not connected to the root assembly, the tabulated number of 3lils shall ASTMIncreased by I Grade 33l at each end of the strap. 10' 1,00 1.00 WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 12 81 6:12 24 2 25/32" 11 go, goly, roofing null — 3" EDGE / 6" FIELD 4 For lack rafter uplift conneeDana. ase o roar span equal to twice the jack toner 15 i.l� 1,25 FOR WOOD STRUCTURAL PANELS p. 1 6 108 28 2 COOLERS 3/4"long sc 3/8" head) length. The jock rafter length includes the overhang length and the jack span. 20 135 32 2 GYPSUM HARDBOARD LLBOARD 8D COMMON 8D COOLERS 7" EDGE / 10" FIELD SEE TABLE 3.11) 24 162 36 2 PARTICLEBOARD PANELS SD COMMON 8D 201 1,40 I,�O 6.12 SEE MANUFACTURER) FASTENER SPACING 28 188 t DIAGONAL BOARD SHEATHING fake �I� 4 FOOT 8 FOOT 32 215 12 1 1"X6" OR 1"XB" 2-80 COMMON 2-IOD PER SUPPORT fable 5.10. FASTENER PANEL SPAN < PANEL SPAN < PANEL SPAN 36 242 16 1 1" X 10" OR WIDER 3-SD COMMON 3-10D PER SUPPORT HM21�k COWC110N I;�QUMMM5 FDI;WINPTYPE < 4 FOOT < 6 FOOT < 8 FOOT 20 2 C. > FLOOR SHEATHING SUB—FLOOR) f;00F 51-IMTHING ATTApCH"M�I W MQUIlW N1'5 NO. 8 WOOD SCREW BASED 1 2 76 7:1 2 - 1 2:1 2 24 2 STRUCTURAL PANELS: C Pead Load Assumptions; f\I�Assembly PL � I S psf) �0� WINP LOAPS � �/V 0/IAI� V ANCHOR WITH 2—INCH 16" 10" 8" 16 1 02 28 2 1" OR LESS BD COMMON 10D 6" EDGE / 12" FIELD ��OSUIW EMBEDMENT LENGTH 20 1 27 32 2 GREATER THAN 1" 10D COMMON 16D 6" EDGE / 6" FIELD NO. 10 WOOD SCREW BASED 36 2 DIAGONAL BOARD SHEATHING: 900'r.Wnd51-d3-,emnb4aet(Rol) 130 ANCHOR WITH 2-INCH 16" 12" 9" 7:12 - 12:12 24 153 1"X6" OR i"X8" 2-8D COMMON 2-10D PER SUPPORT 700-yr. Wind Speed EMBEDMENT LENGTH 28 178 3-second gust (MPH) 730 SiRUC11)�SI�NFPlG 1. Tabulated connection requirements Shall be permitted to be multiplied by 0.70 for 1"X10" OR WIDER 3-80.COMMON 3-I00 PER SUPPORT 1/4"-INCH LAG SCREW BASED 32 204 framing not located within 8 feet of building Corners. ANCHOR WITH 2-INCH 18" 16" 16" 36 229 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.C. AT THE PANEL EDGE, ALTERNATIVE NAILING EMBEDMENT LENGTH Required Capacity of 2. Tabulated connection requirements are based on total uplift minus the roof SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS Connection at Each E F assembly dead IOod Of 6 q ( p psf). p NAILED 3" O.C. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL End of Header (Ibs)l RAVIfP/iRr-',I' MNG RAP1fl?/TR165`5"C% MAyJ%MNNI,5rAM6FLT5rI:OMM2J 1. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for Y psf 0.6 x 10 psf = 6 ) MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH" 51f,AfNNGLOGAIM 511ECIFICXNVItt,G (NC1E5) Cr I0CDO:(NPJI5(Ea5OL.)' framing not located within 8 feet of bujllding corners. Roo} Spon Header Span y A 4 FOR Sit 1 INCH - 25.4 mm, 1 FOOT - 304.8 mm, 1 POUND - 4.448 N, 3. Tabulated connection requirements are based Ona 12 inch ridge strap spacing, for 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS. THE TABULATED NUMBER OF NAILS SHALL BE 12 1 1 MILE PER HOUR - 0.447 m/s, different ride strop spacing, multiply the tabulated values b theappropriate multi Iter PERMITTED TO BE REDUCED TO 1-18D NAIL PER FOOT. (ft.) (ft.) u L 2, Tabulated connection requirements ore based on total uplift minus the roof 9 p p g' p y y p i6 6 12 below: 0.49 a. THIS TABLE IS BASED ON 180 mph ULTIMATE DESIGN WIND SPEEDS, assembly dead load of 19.2 6 12 Vult•ANO A 33-FOOT MEAN ROOF HEIGHT, 6 psf (0.6 x 10psf - 6 psf). Ridge Strap Spacing (in.) 12 16 19.2 24 48 TABLE R301 . 5 INTERIOR ZONE 24 1 b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD Multiplier 1.00 1.33 1.60 2.00 4,00 2 9s alt 12 6 12 STRUCTURAL PANEL, FASTENERS SHALL BE LOCATED NOT LESS THAN 1 3. Tabulated connection requirements are based on o 12 inch ridge connection a iso 22z 16 6 12 INCH FROM THE EDGE OF THE PANEL. spacing, for different rid a connection spacing. the tabulated values b the MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS g g y strop required in each end of the 4. When the tabulated number of nails req p is to a 6 285 333 0.42 192 6 12 c, ANCHOR SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH appropriate multiplier below: equal Irl pounds per square foot 5 381 443 24 6 12 AN EMBEDMENT LENGTH OF NOT LESS THAN 2 INCHES INTO THE BUILDING 1 and the framing is attached in accordance with Table 3.1, the ridge strap and P P q ) 10 476 554 FRAME. FASTENERS SHALL BE LOCATED NOT LESS THAN 21 INCHES FROM THE Ride Connection Spacingin. 12 i6 19.2 24 48 additional nailing is not required. USE LIVE LOAD EDGE OF THE CONCRETE BLOCK OR CONCRETE. ,2 tz s7t 66s 12 6 72 Multiplier J 1,010 i 1.33 1 1.60 1 2,00 1 4,00 b 14 666 776 16 6 12 d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED 5. When a collar tie is used in lieu of a ridge strap, the number of 10d common Uninhabitable attics without storage 10 16 761 887 0'49 19.2 6 12 USING VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL nails required in each end of the collar tie need not exceed the tabulated number of 18 858 998 CAPACITY OF NOT LESS THAN 1,500 POUNDS. 4, For jack rafter uplift connections, ust: a roof Spon equal to twice the jack rafter 8d common nails in a steel strap, or the number of 12d box nails in each end of Uninhabitable attics with limited storage b,9 20 20 951 1108 PERIMETER 24 6 6 length. The jack rafter length includes the overhang length and the jack span, the collar tie need not exceed the tabulated number of 10d box nails in a steel EDGE ZONE 12 (F 2 strap. Habit96le attics and attics served with fixed stairs 30 0.42 16 19.2 6 6 TABLE R 3 01 6. 1-1/4",20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. Balconies(exterior)and decks' 40 24 6 s Fire escapes 40 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE 7. For jack rafter uplift connections, use a roof span equal to twice the jack rafter 2 149 111 CABLE ENDWALL RAKE OR 0,49 — 6 1 p• p q 4 297 222 RAKE TRUSS w1OVERHANC1HUPTOt 0,42 _ g BOARD SHEATHING PER SQUARE FOOT OF HORIZONTAL PROJECTION length, The jack rafter length includes the overhang length and the jack span. Guardrails and handrails 2(1 8 595 443 SHEATHING SIZE 446 333 RAFTER / TRUSS MINIMUM # OF 8D COM�NNAIS TRIBUTAkY LOADED AREA p eo 744 554 Guardrails in-fill components f $'p h SPACING (IN.) PER SUPPORT IN SQUARE FEET FOR ANY Passers er vehicle garages' 5013 24 12 892 855 STRUCTURAL MEMBER g g g 14 1041 776 1X6 OR 1X8 12-19.2 2 ROOFSLOPE R905. 1 . 1 ( 2) UNDERLAYMENT APPLICATION : 16 1190 687 0 to 200 201 to 600 Over 600 Rooms other than sleeping rooms 40 1a 1338 9913 pertfoo rise than 4 orches 20 16 12 SECTION R 9 0 5. 2 ALLOWABLE A BAL E R301 . 7 Sleeping room 30 zo 1487 1106 LLO BLE DEFLECTION OF STRUCTURAL 1 X 10 OR LARGER 12-19.2 3 Rise 4 inches per foot(1:3)to less 16 14 12 MEMBERS a' b, c Stairs 40c than 12 inches per foot(1:1) FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 Rise 12 inches per foot(1:1)and 12 12 12 UNITS HORIZONTAL 2: 12 UP TO FOUR UNITS STRUCTURAL MEMBER ALLOWABLE For SI: 1 pound per square foot=0.0479 kPa,1 square inch=645 mm2, E - NAIL SPACING AT PANEL EDGES (IN.) C /� DEFLECTION F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) greater VERTICAL TO 12 UNITS HORIZONTAL 4. 12 Rafters having g 1 pound=4.45 N 2 203 ill ,For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet 2 ), g slopes greater than L 180 4 406 222 on each side of the roof peak, the 4 foot perimeter edge zone attachment For SI: I square foot�0.0929lm,I pound per square foot=0.0479 kPa, / requirements shall be used. finch erfoot=83.3mm/m. UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE attached with no finished ceiling 6 609 333 q p a, elevated garage floors shall be capable of supporting a 2,000-pound load applied over a 20-5quare-Inch area, 4For wind speeds greater than 130 mph, blacking is required which transfers shear FOLLOWING MANNER: attached to rafters a 813 443 load to two additional joists (3 joists total). APPLY A 19—INCH STRIP OF UNDERLAYMENT FELT Interior walls and partitions H/180 b, Uninhabitable attics without storage are those where the clear height between theJolAr,and ra%cir5 Is not 36 12 1219 669 TABLE R302. 1 ( 1 ) PARALLEL Floors L/360 more than 42 inches, or where there are not two,or more adjacenttm55e5 with web conflopraturI5 capable of 14 1422 776 fyA� 319A; TO AND STARTING AT THE E A VE S.S TAR TI N G AT THE Ceilings with brittle finishes ) L/360 accommodating an assumed rectangle 42 Inches In height by 24 Inches in width, or greater, within the plane of 16 1625 887 (including taster and stucco 16 1928 998 EXTERIOR WALLS EAVE, APPLY 36—INCH—WIDE SHEETS OF LI_ 20 2032 „Da MtF/OILING J015f ftp JOINT UNDERLAYMENT OVERLAPPING SUCCESSIVE SHEETS 19 Ceilings with flexible finishes L/240 the tru5se5, Phis live load need not be assumed to act concurreil�y with any other live load requirements, EXTERIOR WALL ELEMENT MIhTIMUM FIR�RESISTANCE RATING MINIMUM FIRE SEPARATION DISTACE (including gypsum board) COWCfION F�011��WNf5 INCHES. c, Individual stair treads 5hall be de5lgned for the uniformly dl5tributed live load or a 300-pard concentrated i� 1hour-tested inaccordance with ASTM E119 DISTORTIONS IN THE UNDERLAYMENT SHALL NOT All other structural members L/zoo U - Connector uplift load. C I reSGrl,,,,,Jj,Ive Alternative to fable 3,9) Walls Fire-resistance rated <5 feet Exterior walls-wind loads•with H 360 load actinq over an area of 4 Square inche5, whichever produces the greater 5tre55e5, L - Connector lateral load (perpendicular m the wall). I"' or UL 263 with exposure from both sides INTERFERE / plaster or stucco finish J. A single concentrated load applied In any direction at any point along the top, ,Tabulated lateral connection requirements shall be permitted to be multiplied by 0.75 ROOFLNft,0AV :2Or;;e ad7lV%0WL0At 0rT Not fire-resistance rated 0hours >5 feet WITH THE ABILITY OF THE SHINGLES TO SEAL. Exterior walls - wind loads' and 0.92, respectively, for framing not located within 8 feet of building corners. H/240 - with brittle finishes e, See Section�501,1 for decks attached to exterior walls, �°°f 1 12 Not allowed N/A <2&tt e 11 Tabulated connection Requirements assume a roof assembly dead load of FOR ROOF SLOPES Exterior walls - wind loads* H 120 9 psf (0.6x15 psf - 9 psf 12 24 Ss 12 24 3s / f, Guard infill components(all those except the handrail), 6alu5ter5 and panel filler5 Shall be designed to 12eaurodNx+,xor16dCorrma Projections a,b with flexible finishes sTabuloted uplift loads ore specified for headers supporting a roof assembly. when calculating l Fire-resistance rated lhourontheunderside >2feet to<Sfeet OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL uplift loads for headers supporting floor loads, the tabulated uplift loads shall be permitted to uta•5bae i�fler5pxlrq(hl.) A! OmNsbper Heel,bkjGmisdalt•ss•4.5 - Lintels supporting masonry veneer L/600 withstand a horizontally applied normal load of 50 pounds on an area equal to I square foot.11115 load need not be reduced by 36 plf times the header span for each full wall above. Not fire-resistance rated 0 hours >5 feet 4: 1 2) walls' 4For Jack rafter uplift connections, useto roof span equal to twice the jack rafter 12 3 5 8 3 s s OR GREATER, UNDERLAYMENT SHALL BE ONE LAYER, be assumed to act concurrently with ally other live load requirement, length, The jack rafter length includes the overhang length and the jack span. Not allowed N/A <3 feet NOTE: L - span length, H - span height 3:12 16 4 7 10 4 8 12 APPLIED IN THE FOLLOWING MANNER: UNDERLAYMENT a, For the purpose of determining deflection limits herein, 19.2 4 8 12 5 10 14 finings 253'13 Maximum of wall Area 0 hours 3 feet q q, Uninhabitable attic with limited Storage are those where the clear height between jo15t5 and rafters is not 24 5 10 15 6 12 18 in walls SHALL BE APPLIED SHINGLE FASHION, PARALLEL the wind load shall be permitted to be taken as 0.7 times the Unlimited 0hours 5 feet TO AND STARTING FROM THE EAVE AND LAPPED 2 component and cladding (ASD) loads obtained from Table greater than 42 inche5, or where there are two or more adjacenttru55e5 with web cofi igirabiom capable of 1"able 3,111 R3D1.2(2) INCHES, For accommodatlnq an a55umed rectangle 42 inches In height by 24 inches In width, or greater, within the plane 12 3 4 s 3 5 7 Comply with Section <3feet DISTORTIONS IN THE UNDERLAYMENT SHALL NOT b length of the members, L shall be token as twice the 4112 16 3 5 8 3 6 9 Penetrations All None uired 3 feet Of the tYU55e5, WALL 5H�ATHINGANPCLAPPINGAffA/CHM�yN�f 19,2 3 6 9 4 7 ti l INTERFERE WITH THE ABILITY OF THE SHINGLES TO For aluminum structural members or panels used in roofs QUII M�NfS �0� WINP LOAPS ' f�nr 05Urf. 24 4 8 11 5 9 13 SEAL. END LAPS or walls of sunroom additions or patio covers, not 1lie Iive load need only be applied to those portiom of the Joi5t5 or tm55 bobtom chords where all of the For Sr: 1 foot=304.8 mm. supporting edge of glass or sandwich panels, the total load 12 3 3 5 3 4 6 N/A e Not Applicable. SHALL BE 4 INCHES AND SHALL BE OFFSET BY 6 FEET, deflection shall not exceed L/60. For continuous aluminum fdloWi conditlon5 are met! 900-yWnd Speedri-ae�ad4atCnph) 130 structural members supporting edge of the glass, the total 16 3 4 6 3 5 7 a.Roof cave fire-resistance rating shall be permitted to be reduced to 0 hours on the underside of the cave if fireblocking is provided from the load deflection shall not exceed L/175 for each glass lite 1. f1 a attic area 15 acce551bl e from an opening nob le55 than 20 inche5 In width by 30 Inches In lengdl that is 5m1CtUtA15FfMFBJG 5:12 19,2 3 5 7 3 6 9 or L/60 for the entire length of the member, whichever Is 24 3 6 9 4 7 11 wall top plate to the underside of file roof sheathing. more stringent. For sandwich panels used in roofs or walls located where the clear helght In the attic 15 not I1c55 than 30 Inches, b.Roof cave fire-resistance rating slidil be permitted to be reduced to 0 hours on the underside of the cave of the eave provided that gable vent of sunroom additions or patio covers, the total deflection shall not exceed L/120. 2. ffic 51ope5 of the jol5t5 or truss bottom chords are not greater than 2 inches vertical to 12 unit5 horizontal5, E F opening are not installed. d. Deflections for exterior walls with Interior gypsum board 3, required insulation de 15 1e55 than the 1st or truss bottom chord member de 12 3 3 4 3 3 4 MAdIMLMNAL5pAL1NGPGK�LOMMGTJ 16 3 3 5 3 4 5 finish shall be limited to on allowable deflection of H/180. q depth depth. StEA,1NGLOCATIGfJ STUi)SFALINGCIN.00) �' d. Refer to Section R703.8.2. The remainin ortiom of the p45 or tn.,5 bottom chords shall be de51 d for a unlforml distributed NA'L5 R Oh BP(NW:S C INLTES OLJ 7:12 19.2 3 4 5 3 4 6 12 6 12 24 3 5 7 3 5 8 concurrent live load of not le55 than 10 pounds per square foot, y TABLE R402. 2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE h. 61az1 used in handrail a55emblle5 and uard5 Shall be de51 ned with a 5af factor of 4,fhe saf*�.'I factor INTERIOR ZONE 16 3 3 4 3 3 4 � g g � y�N 16 6 12 9:12 19.2 3 3 4 3 4 5 a TABLE R401 .4. 1 z4 3 a 5 3 4 s 1V11NTN1UM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE (fc) shall be applied to each of the concentrated Toads applied to the top of the rail, and to the load on the in-fill b PRESUMPTIVE LOAD—BEARING VALUES com onent5, 111e5e loads shall be determined inde endent of one another, and loads are assumed not to occur 24 6 ,2 TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL OF FOUNDATION MATERIALS'o p p 12 3 3 3 3 3 3 NEGLIGIBLE MODERATE SEVERE with any ogler live load, 12;12 16 3 3 3 3 3 3 12 6 12 19`2 3 3 3 3 3 4 CLASS OF MATERIAL LOAD-BEARING PRESSURE PSF 24 3 3 4 3 3 5 BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED � ) T PERIMETER EDGE 1, Heel Joint connections are not required when the ridge is supported by a loodbearing wail, heoder TOTHE WEATHER 2,500 2,500 r500c CRYSTALLINE BEDROCK 12,000 NE ♦ ♦ HOME ZONE 16 6 12 or ridge beam designed to resist the applied foods. 2. When intermediate support of the rafter is provided by vertical struts or purlins to a loodbearing 24 6 r12 BOARD SHEATHING wail, the tabulated heel joint connection requirements shall be permitted to be reduced proponlonolly BASEMENT SLABS AND R-4TERIORSLABS ONGRADE,EXCEPT GARAGE c SEDIMENTARY AND FOLIATED ROCK 4,000 to the reduction in span. 2,soo 2,500 (2,500 THE S HEEHAN 'RESIDENCE OR LAP SIDING FLOOR SLABS 3. Equivalent connections are required for ceiling joist to ceiling joist by splices. RAFTER/ TRUSS MIN. B OF 8D COMMON NAILS SANDY GRAVEL AND/OR GRAVEL GW & GP) 31000 SHEATHING SIZE SPACING OR IOD BOX NAILS PER SUPPORT 4. Tabulated heel joint connection requirements do not include the additional weight of the ceiling 300 Naugles Road INCHES O.G. assembly. BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS AND OTHER 2,500 3,000 d 3,000 d 5. Tabulated heel joint connection requirements assume telling joists or rafter ties are located of the VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER SAND, SILTY SAND, CLAYEY SAND, SILTY Mattituek, New York 1X6 OR 1X8 12-24 2 bottom of the attic space. when ceiling joists or rafter ties are located higher in the attic space, GRAVEL AND CLAYEY GRAVEL 2,000 y no attic storage is assumed, and the tabulated heel joint connection requirements shall be / increosed by the following factors: (SW, SP, SM, SC, GM & GC) PORCHES,CARPORT SLABS AND STBPS EXPOSED TO THE WEATHER,AND 1X10 OR LARGER 12-24 3 Ceiling Height/ Top Plato-tfJoint Connectio 2,500 3,000 d,e,f (,500d,e,fCLAY, SANDY, SILTY CLAY, CLAYEY SILT, , IHr Hr Ridge Height (He/Hr) Adjustment Factors bGARAGE FLOOR SLA113Sr �' o E — NAIL SPACING AT PANEL EDGES (IN.) H T T 0 1/2 2.00 CL ML MH & CH) JOHN R. SILT AND SANDY SILTCLAY 1,500 e (� , F — NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) 1/3 1'50 For SI: 1 pound per square inch=6.895 kPa. Registered Architect 1 FOR WALL SHEATHING WITHIN 4 FT, OF THE CORNERS,THE 4 FT. EDGE ZONE 1/,4 1.33 ATTACHMENT REQUIREMENTS SHALL BE USED. 1/5 1,25 a. Strength at 28 days psi. o. WHEN SOIL TESTS ARE REQUIRED BY SECTION R401.4, THE ALLOWABLE BEARING 17 Main Street 2 TABULATED NAIL SPACING ASSUMES SHEATHING ATTACHED 1 6 1.20 b. See table R301.2(1)for weathering potential. Sayville, New York 11782 - TO STUD FRAMING MEMBERS WITH 0.42_< G < 0.49. / 1,11 CAPACITIES OF THE SOIL SHALL BE PART OF THE RECOMMENDATIONS. YV 'i 1/10 c. Concrete in these locations that may be subject to freezing and thawing during construction shall be air entrained concrete in accordance with Footnote d. 3 FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NALS SHALL BE PERMITTED d. Concrete shall be air-entrained.Total air content(percent by volume of concrete)shall riot be less than 5 percent or more than 7 percefit. b, WHERE IN-PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN ph,(631) 589-9888 TO BE SUBSTITUTED FOR COMMON P1NNL5 Note: Lateral deflection of the rafter below the rafter Cas may exceed 3/4 inch when rafter ties are e. see section R402.2 for maximum cementitious material content. 1,500 PSF ARE LIKELY TO BE PRESENT AT THE SITE, THE ALLOWABLE BEARING fax 631 589-9889 ` located above one-third of the top plate-to-roof ridge height, Hr, or when He is greater than 2 feel fax(631) and may require additional considarotion. f. For garage floors with a steel-troweled finish,reduction of the total air content(percent by volume of concrete)to not less than 3 percent is permitted if CAPACITY SHALL BE DETERMINED BY A SOILS INVESTIGATION. the specified compressive strength of the concrete is increased to not less than 4,000 psi, f,�(�,, ,8:v January 03 , 2018 - AV • P �C TJi6 JOIST FLOOR FRAMING RIM BOARD SELECTION AND INSTALLATION CANTILEVERS FRAMING CONNECTORS (USP STRUCTURAL CONNECTORS) _,,,t,,;,, ,¢.,,3,r,,.:,,. Rim board is often an important structural link in the ability of a hometo resist lateral seismic and wind loads.It also transfersverticaI load around the TJI®joists.Rim + ,w a ' Joists must be lateral sir aced at c nhlever .1 -,, • ,.k„ ,, TWOjoistfloorframingdoesnotrequrre p,.y„,;, ly DP ■ 11 ,: Sln Ielolst-To Mount�.1 Sin le Joist-FaceMo n rt' : tu,• .: board detail A3(shown below)satisfiesconventlonaI construction requirements.But If your project requires a designed solution,seeweyerhaeusers Rim Boa rd Specifiers Cantilevers Less than 5 (Brick Led a Cantilevers 5 to t� ,,,,� u tt Face MountSkewed45 lolstHan er bridght or mid=span blockin]( •' ��,,, and end bearings by blocking panels,hangers,a �� ;'' „ r -8000 whic eater atlditl a a I I ar I <.{ . direct ettaEhment to a rim board a dYn Dist Gu dQ Tl h f es on I inform t on on r m bo d selection and instal atlon. See Section A of cantilever table an a e t 1f; , „x' I p g See Section B of cantilever table on page 11 it k, 1., �," JOist S1 ° F i t b �,'i�' , , ,.' ' m.' I�, ,i s' 9 ,: °� 2x_stud wall at 16"oh-center w :4 Rim board oiht between fists Plate nail Plate nail t -0 , s:' z ,,; 1 i ..rn :.r Floor panel nail : ,.._' Floor panel Hall I adln Attach panel per nailing Roof truss span 1..•Y.0 Roof truss span r+2'-0" be th 1 fJ" Capacity N Capacity Nallin Capacity Nailin r.;: ' ,• .. -} schedule below ` r " p Hanger�;. Hanger.:,' : Hanger 1 w. "„„40 psf live load., „1 40�psf Ilve load jobs) :' Header Joist (Ibs),, Header Joist (Ibs)": Header , Joist "" "«' 110 TH017950 975 10d 10d x 1Y6 THF17925 910 IOd 10d z lJiz SKH172OL/R 945 10d 10d x 5i" y.1' s, ,.. .•l..J . .'r..� Y Y "t+ <,,,.d' ! , Y ,, IYa"TORimBoardor w.' y r When sheathing 1 y"' " _ Y m ;,, 9 x 210 TFL2095 -1070 lOd'.I lOd z 11 THF20925'' 910 lOd 1d x lYi �SXIi1fl2Dl/-- 1035 lOd' i0d x llzZ t! 11, TimberStrand LSL W ._...._-__.. _ _ i a;.,,4 x).Y thickness exceeds When sheathing 1 IV" Lz Lt Lz Lr 5 to 24 230 TFL2395 1,120 10d 10d x B6" THF23925 1,245 16d 10d x B6' SXH232OLA 1090 10d 10d x B6" k �. Ys■,trim sheathing 14'TO Rim Board a thickness exceeds m Less than 5' �,. a y • TimberStrand LSL ® fists a m " _ ® z Tll J m y be cantilevered up to 5 Tll fists ma be cantilevered S to 24 110 :TH017118 975,.;, .;100 lOd x I' ° THF17112 : 910 IOd : lOd z IJ"z" SXH 7 DI/ _ _ _ tongue at rim board 13/ TimberStrand LSL rte,trim sheathing 1 Y 1 2 R 945 lOd i0dx I' • .,. ,,, riihboatel - -- .-.- .. Toe when sir ortin �•FL20 . ,, '• ,,, ,, .4 ��:,,, v);1 (see nailing schedule tongue at rim board � Toe nail pp g roof load,assuming: when supporting roof load,assuming; - '' � � 12 910 IOd - lOd x IJ�Z" ySKM2020f:/R 1,035 lOd lOd x lYz' ,.. ,Y 210 TFL20118 lOd lOdxll�' THF201 sa.( 1 ■ 230 iF123118~'- 1,120' lOd':Y lO.x lYi' THF23118° ,;f_ nail below ■ simple a continuous s an ■ slm a or continuous s an 11Ye 1245 lOd lOd x lYz SXH2320C/R 1090 lOd lOd x 1 " Web stiffeners required do Li s L2 ■ Li s L2 360 TFL23118 1,140 10d 10d x Bi' THF23118 1,265 lOd 10d x Bi SKH232OL/R 1,110 10d lOd x 1i" r'" ;,,,, Web stiffeners r uired on Install ro r blockin to 12" 4 _ _ 1 ,,. ' both sides at A3.4W O NLY minimum backspan=2x cantilever length ■ minimum backs an=2x cantilever left th '" "- -` `� both sides at A3 W ONLY support all panel edges min. ■ 560 iN035118 1430 i0d lE z IY THF35112 t 460 IOd r ;f6d x 1!•c" 8KN4101/Ri+i r 1,460: IOd i.' ` 164 P g ", �, `'. 1 ;• ' _ lOd lOd x 11�Z" SKN171flL/R 945 Joel lOd z lYz' r,yq� r v ``M a;rw ` ':., . N: „ 110 TFL1714 975 lOd lOd x lYt THF17140 975 " ._.. _.. 4zC, , ' " , v T ; tor, «r m y mr.,.',.. IFL T114,;.``;' -1+{J!(f,: lUd :,:1,lUd-1(1!4 IHF✓U14U . m 11U/U: . 14d. _Joel 11 1f4.-.,- ;$KH232ULIR. _1,Ub5.. ;:.lUd,. :A.,IUd X l+fz"w^. �!. t`':.: i' At PB1,cantilever backs ah must be „'TII® alsts are int ride, 14" 230 -TFL2314 1,120 i Od lOd x L14" THF23140 1 245 Joel lOd x i Z" _8KN1324L/R 1'094` i0d� 16 x I1j- - 1,140, lOd - .�'1Ddx1'/t THF23140 ' 1,265 idd : idizIt SKN13241%R 1,110 .: lOd '',Joelx,ll�a"',+ r'I,°"s r j 360TFL23-14 _ �; ., � ,:r^' permanently braced with either direct-a'pptieyl �..ferdry use applrcattans a _ _ _ _ 560 TH035140 1430 IOd 10d x Ph' THF35140 1,460 lOd 10d x 1;6' _$0414L/R(e .• Board Installation Exterior Deck Attachmbnt �eilim orlon entire len' h or ermanent bracin �'-'- 'z' •-• '• r',,.,.,w,:.,:, 1460 �lOd- l6d ` N, ";`,' Rlm at Ya points.See detail P61 for corinectidns. g stiffeners 210 s�'TFL2016 1070~ ; Joel ,: ..:100 x _ THF20157 425 I0d Od x 1 " SKH2O24 " [ -; W , _ _.__. 1_.. I !� _.1/R 1,035.,. .lid lOd x 1. .� r, A3 t ; ,:,. A3.1 A3.2.A3.3,A3.4 Structural exterior 1 h _.-.._._ eb c P regiliretl but ' ,a Spegfcahons , 1rk'Tl�Rim Board a sides at E1W z . ;: 230 TFL2316 1120 IOd IOd x IV THF23160 1245 lOd lOd x B , _SKH2324L/R 1,090 lOd Joel x IY1 t. -. 8"diarheta maximum tide fa 11/e-16 deep blocking 16 ,�- -•-- ,� ;, 1 ,� Conventional Construction,Code Minimum' `„ Designed Solution sheathing lY. TimtierStrand LSL ,, ONLY a 360 TFL2316 1140 104 l0d x IYz'' <THF23164 ` 1265' lOd 14d x lYz". SKH2324L/R `` Rim Board Thickness - lYa'TORim Board or 111,'TimberStrand'DLSL 12 length of Ta'reinforcement P g panels 9Yz' r �". __._ - _ _-. _. ._,__._. I 1110 �� 1 k Safety thacing(1x4 minimum}placed at nets;6 diameter maximum for blockin 560 TH035160 1,430 lOd lOd x 11�" THF35157 1460 lOd lOd x-1 �SIfl14141%R�4 1460 lOd' lid x lYz' a S Bon-seri#er(6 on-center for Tll°110 ,'""'"�"� See We erhaeuser s Flashin .' on one side at E51E7,both sides 2a y,* deep or shorter than 12'long.Do not cut flanges. lOd 16d `` x:) ! Plate Nail-16tl(0.135"x 3Y:"} I6'o.0 Y g j '�., / joists}and extended to a braced end ne - 6' .c Rim Board at E6/E8.Attach to joist with one 5'�e : I Y, , .:ti • . t Floor Pa I Nail 8d(0.131 x 2Y: } . o, S ecifier' Guide 8d 0.131"x 2;z nail It/e' to o 'D A: _., " u '' :. / wall.Fasten at each lois with two " " _. p s ( � at each cordes T Rlm B and or 11, TimberStrand LSL typical Double foist-�To Mount Double Joist-Face Mountz - Variable Slo a Seat Connectort� ,, Treated i "' f t�`i.3 ! •-.a `' 8d 0.113 x 2Y�' nails minimum. Toe Nail-Joel(0.131 x 3 } „. 6 o.c. (Reorder#TJ-8000) + ( ) 2x-ledger Wall sheathin Per code •° 4'-0 len th of 3/a'reinforcement on on id h Sta erect g. e s eat Joist lois „ _ gg lYe'Tl®Rim Board or 11,' i� , :. t . ,,,: Structural sheathin o .,. . EZ both sides at E3.Attach to last flange with g bolts TimberStrand LSL,typical. „.. z,. ;