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HomeMy WebLinkAbout43086-Z �o��11FFU1���� Town of Southold 10/16/2019 o - P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40773 Date: 10/16/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 465 Delmar Dr, Laurel SCTM#: 473889 Sec/Block/Lot: 128.-3-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/24/2018 pursuant to which Building Permit No. 43086 dated 10/2/2018 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 FRONT AND REAR COVERED PORCHES, ATTACHED GARAGE, OUTDOOR SHOWER AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Romano,Philip&Doreen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10,48-0035 10-09-2019 ELECTRICAL CERTIFICATE NO. 43086 09-28-2019 PLUMBERS CERTIFICATION DATED 08-23-2019 Alan Spyss Plumb' g u o ' Signature o�SufFnt,r�oTOWN OF SOUTHOLD BUILDING DEPARTMENT co TOWN CLERK'S OFFICE o . 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#: 43086 Date: 10/2/2018 Permission is hereby granted to: Romano, Philip 19 Walnut Ave Rockville Centre, NY 11570 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 465 Delmar Dr, Laurel SCTM # 473889 Sec/Block/Lot# 128.-3-5 Pursuant to application dated 9/24/2018 and approved by the Building Inspector. To expire on 4/2/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,341.20 CO -NEW DWELLING $50.00 Total: $2,391.20 it pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) ' Location of Property: y�S �j I--- r , Z42a0 e. House No. Street Hamlet ' Owner or Owners of Property: T Suffolk County Tax Map No 1000, Section ` �,[� Block / Lot 5 Subdivision Leil Filed Map. s`��6 Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary rt Kate Final Certificate: (check one) Fee Submitted: $ Applicant Signature oF soUry®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® Q roqer.riche rt0u)town.south old.ny.us Southold,NY 11971-0959 oly�oUNTI,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Romano Address: 465 Delmar Dr City: Laurel St: New York Zip: 11948 Budding Permit#: 43086 Section 128 Block. 3 Lot 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Mike Smith & Son Electric License No: 42078-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat elec Duplec Recpt 49 Ceding Fixtures 22 HID Fixtures Service 3 ph Hot Water elec GFCI Recpt 10 Wall Fixtures 12 Smoke Detectors 3 Main Panel 200a A/C Condenser 1 Single Recpt 1 Recessed Fixtures 48 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer AppliancesN50 Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment- 5-combination smoke / co detectors, 2-bath fans, 5-paddle fans, 50a electric oven. 30a electric cook top, range hood,4-ARC fault circuit breakers, 1-combination GFCI/ARC fault circuit breaker Notes. Inspector Signature: Date: August 28 2019 81-Cert Electrical Compliance Form As SO T Town Hall Annex, Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q '� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 'z3 -2,on I Building Permit No. 1 Owner: (Please print) / p /I � G� Plumber: R`�-n 5l�(USS��l.�1 -1 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ; I ers Signature) a ► Sworn to before me this day of_� , 20 CAROL A SEITZ 't NOTARY PUBLIC-STATE OF NEW'YORK _ L No.01SE6356471 I QUaliffed in Suffolk County My Commission Expires 04-03.2021 Notary Public, ��/ County j s r NOF soUIH � O # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou765-1802 INSPECTION [ /FOUNDATION 1ST fVP [ ] 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 ,, . to f'77-0 �b k, --I n�� -ry . (� Nwl Pm' ill, 14v b A) V974 DATE job INSPECTOR JA a0F 50UTy # TOWN OF SOUTHOLD BUILDING DEPT. �`y�OUrm 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLEG. [ 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: (5 V �w v 1n — ZA wftA com ofv(\ VjQb-�W ----"iMV) W vtvo t SOD` U H^ `� -l (,,JMA DATE D INSPECTOR OF SOUK°� # # TOWN OF SOUTHOLD BUILDING DEPT. o m N�' 765-1802 INSPECTION - I FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRA�MI G /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]. ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DK V . DATE 0 INSPECTOR q30�� SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. um, 765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOU DATION 2ND [ ] INSULATION [ ] AMING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE.VIOLATION [ ] CAULKING REMARKS: V � V-� UV)RJAM16 � o DATE q I INSPECTOR"di4 Q0, SOUTyo� f # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. G [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR SOF SOUTyO * TOWN OF SOUTHOLD BUILDING DEPT. °ycourm,��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLSG. [ ] 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: SSC w t V) ?LAI:-L?a4 . -� DATE LIILI12MI INSPECTOR 4.7 1V SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm a 765-1802 INSPEC ON [ ] FOUNDATION 1ST [ UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION [V CAULKING REM RKS: DA 114 &N/ v w. �wis Yb DATE R INSPECTOR „`fS --, iTOWN OF SOUTHOLD BUILDING DEPT. i 1 INSPECTION FOUNDATION 1ST ROUGH ' FOUNDATION 2ND I SULATION STRAPPINGFRAMING / FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION iFIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING oll REMARKS:Q&Jvv�5 4zia” v)[44i j II W& cat*- f� I , �! • !� %� I S&rt� 15 1 l . ' `� `� a it bw4q&::�- A4D V"144- 0—" :L1 In C� t d&ANOR L1 DATE V L4 UF so P. # # TOWN OF SOUTHOLD BUILDING DEPT. 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: DATE �'v r INSPECTOR # *tv 80 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [vf FINAL Nio [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI? TION [ ] CAULKING a MARKS: A Vd�) m& a Ulf k-JLI v+r 1 DATE R INSPECTO Home Energy Rating Certificate Property HERS 465 Delmar Drive Rating Type: Confirmed Certified Energy Rater: Michael Fauci Romano Residence Rating Date: 2019-08-15 Rating Number: 2042 465 Delmar Dr Registry ID: 716002421 Laurel, NY 11948 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 66 Efficient Home Comparison: 34% Better Heating 26.8 $0 0% General information Cooling 1.0 $47 10% Conditioned Area 2168 sq. ft. House Type Single-family detached Hot Water 9.0 $144 30% Conditioned Volume 21546 cubic ft. Foundation Unconditioned basement Lights/Appliances 17.0 $273 57% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $16 3% Mechanical Systems Features Total 53.8 $480 100% Water Heating: Instant water heater, Electric, 0.95 EF, 0.0 Gal. Air-source heat pump: Electric, Htg: 9.0 HSPF. Clg: 15.0 SEER. Criteria Duct Leakage to Outside 60.00 CFM25. This home meets or exceeds the minimum criteria for the following: Ventilation System Exhaust Only: 112 cfm, 23.2 watts. 2015 IECC UA Compliance Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC Performance Path ECCC New York State 2016 Building Shell Features Ceiling Flat R-41.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-41.0 Window Type U-Value: 0.310, SHGC: 0.300 Above Grade Walls R-17.2 Infiltration Rate Htg: 1071 Clg: 1071 CFM50 Foundation Walls R-5.0 Method Blower door Michael Fauci qo7 Energy Testing Services LLC Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Electric Bohemia N.Y.11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Electric 631-244-2627 Refrigerator (kWh/yr) 660 Clothes Dryer CEF 3.73 Dishwasher (kWh/yr) 260 Ceiling Fan (cfm/Watt) 0.00 ` Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.8 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. Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 465 Delmar Drive City: Laurel Builder Name: Romano 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: 2019-08-16 Outdoors Temp During Test: 82 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 D Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: edting System Primary: Yes❑✓ No❑ Tvpe: Furnace❑Boiler❑Heat Pump Q Other❑ t z" Venting type 3 Dra 1 S iv Ilaffe, - S iSn llase, CO, co ., E tcien Fuel Tvpe --(Circle a ascal orst Case _ Natural_ orst Case atural Rating:9.0 ND PD ODE❑✓ N❑N❑M❑S_✓ NSA Pa. Pass❑✓ Fail❑ PassRIFai10 N/A PPM NIA PPM Yes ❑✓ Type: Standard TankQIndirect Tan less ❑ Size: 0.0 Style Common VentEl Water Heater Primary: No Instantaneous Commercial See Note.5 below (Gallons) 4 F-1 ❑ ( ) ) Stand Alone ❑✓ s z Ventink Tvpe 3 Dra l Sip gl Spillage(Naiural) CO CO L�lc ien Fuel Tvpe (Circle T e) (Pascalyp ) (Worse Case) (Worse Case) (Natural)0.95 ND P❑O❑E❑✓ N❑M❑S Z✓ N/A Pa. Pass[DFail❑ Pass❑✓_Failj_1 N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No❑✓ Oven CO 2 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 Venting 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 test is 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: 2019-08-19 4 4 Romano 455 Delmar®rive Laurel HVAC Load Calculations for Romano 465 Delamr Drive Laurel N.Y.11948 �Mly TESMG SERVICES,LLc Prepared By: Robert B Delfino Energy Testing Services LLC 1648-A Locust Ave Bohemia N.Y.11716 631-244-2627 Thursday, March 21,2019 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. r Rhvac-Residential-&LigFrt Commercial HVAC Loads • Elite Software Development;Inc. Energy Testinq Services LLC Romano-465,Delmar Drive Laurel Bohemia-NY 11716 Pa e 2 Project Report General Pro ect Information Project Title: Romano 465 Delmar Drive Laurel Project Date: 3-21-19 Client Name: Romano Client Address: 465 Delamr Drive Client City: Laurel N.Y.11948 Company Name: Energy Testing Services LLC Company Representative: Robert B Delfino Company Address: 1648-A Locust Ave Company City: Bohemia N.Y.11716 Company Phone: 631-244-2627 Company Fax: 631-244-2629 Company E-Mail Address: r.b.delfino@energytestingservices.com Desi n-D'ata' =_ Reference City: Suffolk County, New York Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Fi ures, - - = _„ ;.r-: at. Total Building Supply CFM: 1,202 CFM Per Square ft.: 0.557 Square ft. of Room Area: 2,156 Square ft. Per Ton: 840 Volume (ft'): 23,170 Buildin u,Loads Total Heating Required Including Ventilation Air: 36,403 Btuh 36.403 MBH Total Sensible Gain: 26,254 Btuh 85 % Total Latent Gain: 4,564 Btuh 15 % Total Cooling Required Including Ventilation Air: 30,818 Btuh 2.57 Tons(Based On Sensible+Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Robert\Documents\Romano 1Story 465 Delmar Drive Laurel.rh9 Thursday, March 21, 2019,3:52 PM y ;gti� s.' ;,;'t+;;° , r N„„; ,. ,Eli 'S wa' 'D v o' n Rhvae Residential&'Ligfit,Corii`mer`cial,HVAC Loads t + r y,� € ,�4r ` te5 oft re eel pine t, nc.; EnergyTesting Senrices l C° k _ f y Rom_ anor465'Delm Dnve Laurel:r :Bohemia'NY-11716 `�` ,r ,. a• fir, y., ;Pa e'3, Misceliane'ous Re ort {/ -'s:HY-`ti•9, •':t r1,, s,1S:l, £r3 F,§f�¢'t �f.: )./Y 'n' '1 L' - - ,;lr• . .,' 4 S stem f1:,1's`s, tem:,1 Zones; «„Fa =, f=`:Quttloor'°;. . O'utd'oor'. ,cOutdoo�.” `a,_” .Intloord :I9door== °"°3 -i Grams' 'Iri"'ut-Data- DBulb w` ' Wet Bulli-a Rel.Hum' >ReLHum D`"Bulti'r~ ` Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 , -.{'•. s,� -F� �v1;-'o ---r"_�s;'i,a.•'. - -::yry; ':'�,fv, ,r n:,. - sdji �..n"a„ -,y',o.o;;-n "_ ,`L'�s•i,1,Fr �i(rp :A v�P^ �j£,•.i.,�y i••q:. - i.1s' - F' - ,.7s,.L - ,1'i• '[rf,� _ p'S":?'?") "•j`�'R,",„ C;`yr".,^ "'F;i=r �. ��rv'•} Duct Sizin "In UtS' ,e r._ ;^ leo 5':* C: ;$it°{.e F •" s,t ,;,,,,,.u, a9'1 1r. a" :n i.'._ ;''l Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 'Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 8 in. 4 in. Maximum Height: 8 in. 8 in. - th ,,.ir".�,:i i_�'�.a,< j'�y^- - Vit•- - _ 'x; ;tk'ty-,': '�. - =.dutside,•AkDataS � >>•>- .,� ���'�7 '�rr.�, Winter Summer Infiltration Specified: 0.110 AC/hr 0.060 AC/hr 42 CFM 23 CFM Infiltration Actual: 0.170 AC/hr 0.143 AC/hr Above Grade Volume: X 23,170 Cu.ft. X 23,170 Cu.ft. 3,936 Cu.ft./hr 3,306 Cu.ft./hr X 0,0167 X 0-0167 Total Building Infiltration: 66 CFM 55 CFM Total Building Ventilation: 0 CFM 0 CFM --System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.110 AC/hr(42 CFM), Construction: Tight Summer Infiltration Specified: 0.060 AC/hr(23 CFM), Construction:Tight `•Duct`Load'FactorScenarios�for.'S"stem=`1��'�' ="-�h'<-' - ��� ��f �-����:`:'����r'�=: ,�`��_ `�';='��'°•^`'�.��,r '�� •!, .,}•T.dYF`_ _ ::j?: �i;h_'" uj�: '>}P�},C•µ,i_r' `6i",i i" .iyi ,,.:�4 $23'.n"" -`3",�vn;: o - 'y_:air. `r. J _ H„•� >: - _•;-.,�,, �flttic.,,,;;.`;=.:u_� =- ;Duct :..s,:>_;F.:' � � .�:t; _ ,�' _ - ,,:�`- ,,.r y,.; ,.Duct��,'.':�,_•,:Surface,,:..,. ,Frorrl:: .,y._ .tot_ _,.,l=ii�� `o,ft1 .J._�,.: . . i. - "f:-”' No: ;T ey Descri tion• - 5 ; Location' ;'r,-,,.- -Ceilin -i";=Leaks a s`t3`Irisulation'',ti" Area MDD 1 Supply Main Basement - 0.12 6 582 Y No _ 1 Return Main Basement - 0.24 6 431 No C:1Users\Robert\Documents\Romano 1Story 465 Delmar Drive Laurel.rh9 Thursday, March 21, 2019, 3:52 PM P Rhvac=Residential'&Light Commercial-HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLC ' Romano 465 Delmar Drive Laurel Bohemia NY 1.1716 `'=Y�- Page 4 Loan Preview Re orf Net I ft Sen La Net Sen Sys Cs Ac Duct Scope Toni /To Are GainI Gal GainLoss HtgCFM CFM CFM SIZE Bwldmq 257 840 2,156 26,254 4,564 30,818 36,403 462 1,202 1,202 - - - - ---- ----- ------- --- -- - - -- - - - -- -- - - - - - --- ---- - --- - System 1 2.57, 840 2,156 26,254 4,564 30,818 36,403 462 1,202 1,202 28x Supply Duct Latent 353 353 Return Duct -125 1,384 1,259 939 Zone 1 2,156 26,379 2,827 29,206 35,463 462 1,202 1,202 28x 1-Bedroom#3 160 3,253 81 3,334 2,659 35' 148 148 2- 2-Foyer 106 423 26 449 1,480 __19 19; 19 1 3-Dining 157 1,980 259 2,239 2,226 29 90' 901---1-6 62 382 50 432 1,299 17 17 17 1- 5-Mud Room 208 1,339 382 1,721 8,872 116 61 61 1 6-Laundry 75 775 32 807 998 13 35 _35_ 1- 7-Master Bedroom wic 98, 139 0 139 357 5 6 6 1 8-Master Bath 155 549 80 629 2,484 32 25 25' 1 9-Master Bedroom 223 3,270 96 3,366 3,131, 41 149 149 2- 10-Kitchenlfamdy Room 538 10,434 1,64312,077 6,279 82 475 475 5-- 11-Bedroom#2 152 3,322 118 3,440 3,604 47 151 151 2- 12-Bedroom#2 wic 26 65 18 83 444- 6; 3' 3 1- 13-Hallway 110 157 0' 157 400' ____511 7 T_1-4 14-Bath#2 65' 237 26 263 843 11 11, 11 1-4 15-Bedroom#3 VViic 21 55 16 71 387 5, 3 3 1 C:\Users\Robert\Documents\Romano 1Story 465 Delmar Drive Laurel.rh9 Thursday, March 21, 2019, 3.52 PM FtWvac`.:PiDiidential-&'Ligfif'Ciimrhe�dial,HVAC,C6adi, pmentilln�. 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Duct SizePreview Room orMinimu Ma)d Rough Desi SF Act Duct -Duct Name Velm..il Factol U10 Loss Velocit Lengt Fi— Size System_1 Supply-Runouts Zone 1-Bedroom#3 Built-in 456 750 0.01 01 543.5 ---2-Foyer Built-in _-_450 _750-0 01, 0.1. 1_ 220.7 191W 19; 1-4 3-Dining Built-in 450 750' 001, 01, 459.6 29 9 901 1-6 4-Pantry Built-in 450' 750 001, 0.1, 199.5 17 17 IT 1-4 ---5-Mud Room Built-in 450 750 0.91_0.1 699 2 116 61 61, 1-4 6-Laundry Built-in 0 750, 0.010.11 4049, 13 35) 1= 7-Master Bedroom vvic Built-in 450 750 0.01 W3 0.1, 72.4 5 61 8-Master Bath Built-in 450 750, 0.01, 0.1 2866 32 2 25 1- 9-Master Bedroom Built-in 450 750 0.01, 01, 5463 41 149' 2 5 10-Kitchen/family Room Built-In 450 750 001, 0.1 484.3 -6 _ = 82 47§,, 5 —11-Bedroom#2 Built-in 450 750__ 0 01. 0 1 47151 1511 2-5 12-Bedroom#2wic -_--__--Built-in 450 750 0.01 0.1 341 63' 1-4 13-Hallway Built-In 450 750 0.01 0.1 81.8 5 7 7' 1-4 14-Bath#2 Built-in 456 750 -----0-01_ 0.1, 123.6 --11= 11 1-4 --15-Bedroom#3Wjc----------_-Built4n 450 750 O_01 -0.1- 28.85W 3 1-4 Other Ducts in System I Supply Main Trunk 'Built-In 656 900 0.003 0.1 7727 l' 462 1,20 1,202 28xE Summary System 1 Heating Flow: 462 Coolinq Flow. 1202 C:\Users\Robert\Documents\Romano 1 Story 465 Delmar Drive Laurel.rh9 Thursday, March 21,2019, 3:52'PM r Rhvac-Residential-&Light Commercial HVAC, Loads Elite Software Development,Inc., Energy Testing Services LL'G- ;_'g, - , , Romano 465 Delmar Drive Laurel Bohemia NY 11716 Page 6 Total Building Summa Loads _ 1Componenf ; ' " Area' Seri Lat ° "° Sen ,. Total ,Descr1ptibn.' ' - Quari Loss ' Gain ' Gain`, Gain 1 D-cv-o: Glazing-Double pane, operable window, clear, 261.2 4,861 0 6,579 6,579 vinyl frame, u-value 0.31, SHGC 0.3 11 P: Door-Metal-Polyurethane Core 100 1,740 0 550 550 12D-2bw:Wall-Frame, R-15 insulation in 2 x 4 stud 2809.3 12,979 0 950 950 cavity, R-2 board insulation, brick finish,wood studs R41 attic` Roof/Ceiling-Under Attic with Insulation on Attic 2156 3,104 0 2,225 2,225 Floor(also use for Knee Walls and Partition Ceilings), Custom, R-41 insulation 19A-30p: Floor-Over enclosed crawl space, No insulation 2156 3,690 0 492 492 on exposed walls, sealed or vented space, passive, R-30 blanket Subtotals for structure: 26,374 0 10,796 10,796 People. 4 800 920 1,720 Equipment` 900 11,205 12,105 Lighting: 0 0 0 Ductwork: 5,710 1,737 1,118 2,855 Infiltration:Winter CFM: 66, Summer CFM: 55 4,319 1,127 483 1,610 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Exhaust:Winter CFM: 50, Summer CFM: 50 AED Excursion 0 0 1,732 1,732 Total Building Load Totals: 36,403 4,564 26,254 30,818 ----------------- Check Fiures Total Building Supply CFM: 1,202 CFM Per Square ft.: 0.557 Square ft. of Room Area: 2,156 Square ft. Per Ton: 840 Volume (ft3): 23,170 Total Heating Required Including Ventilation Air: 36,403 Btuh 36.403 MBH Total Sensible Gain: 26,254 Btuh 85 % Total Latent Gain: 4,564 Btuh 15 % Total Cooling Required Including Ventilation Air: 30,818 Btuh 2.57 Tons(Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Robert\Documents\Romano 1Story 465 Delmar Drive Laurel.rh9 Thursday, March 21, 2019, 3:52 PM ' �Rh ac=Residential&Li ht.Coriime'rcial=HVAG`L g ods'; "4r .-`" ��';� a� Elite Software Developmerif, 1nerq ,TesSe rvi -LLC "r Romani 6 r D'v ry, ces ;.;.y:"„y; 0 4 S,I�elma n e;Lau{y LL�.Bofiema°- :1796�' Pa'e -Manual-S Performance Data S sterna 9 ® 1 s stem- 9 Zones �., '^`y „^.roti. •l,. ':T^ "-i.s. A - - �j"P,.:`i''�,.` - - r?.x« ^'l•'i.3 G.�'« GAY. Cooling: Outdoor Dry Bulb: 83 Sensible Gain: , 26.254 Outdoor Wet Bulb: 71 Latent Gain: 4.564 Indoor Dry Bulb;; 75 Total Gain: 30.818 Indoor RH: 50 Load SHR: 0.85 Supply Airflow: 740 Entering Dry Bulb: 75 Entering Wet Bulb: 62.5 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 36.403 Indoor Dry Bulb: 70 Entering Dry Bulb: 68.1 Indoor RH: 30 Supply Airflow: 462 E ui ren-PerfrmceDafaatSsemDesn ” r ' This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type:Air Source Heat Pump, Model: RP1 548AJ1+RCF4824STAM,.Nominal Capacity:46.000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 15.214 26.254 58% Latent Capacity: 2.996 4.564 66% Total Capacity: 18.211 30.818 59% Heating: Model Type:Air Source Heat Pump, Model: RP1548AJ1, Nominal Capacity:43.000, Manufacturer: RHEEM Results: Percent Load of Heating Capacity: 43.000 36.403 118% C:\Users\RobertkDocuments\Romano 1Story 465 Delmar,Drive Laurel.rh9 Thursday, March 21,2019; 3:52 PM Rhvac-Residential&Light Commercial HVAC,Loads. i Elite Software Development,Inc. Energy Testing Services LL`C° - Romano 465 Delmar,Drive Laurel Bohemia NY:11716 n - Pa e 8 Detailed Room Loads - Room a m Bedroom #3 (Average Load Procedure General; Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 160.0 sq.ft. Supply Air: 148 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.2 AC/hr Volume: 1,440 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 74 CFM Percent of Supply.: 0 % Runout Duct Size- 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 544 ft./min. Percent of Supply: 0 % Runout Air Velocity: 544 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.243 in.wg./100 ft. Actual Summer Infil.: 4 CFM Area; R,. =tJ=mss 4,,`;Ht Sen - CI" ,L'at - rySen rr 9. 9t r'{yr 'Yt� ;isr*rk - tahtr - - •k.4. a Descrition k -Quanti Value. HTM"'���'a+�� �Loss� HTM�~'r Gain"' Gain E-Wall-12D-2bw 13 X 9 86.2 0.077 4.6 398 0.3 0 29 S-Wall-12D-2bw 12.4 X 9 111.6 0.077 4.6 516 0.3 0 38 E-GIs-1 D-cv-o shgc-0.3 0%S 30.8 0.310 18.6 572 30.8 0 947 UP-Ceil-R41 attic 1 X 160 160 0.024 1.4 230 1.0 0 165 Floor-19A-30p 160 X 1 160 0.034 1.7 274 0.2 0 37 Subtotals for Structure: 1,990 0 1,216 Infil .Win.:4.7, Sum.:4.0 229 1.360 311 0.153 81 35 Ductwork: 358 153 AED Excursion: 214 Equipment: 0 1,635 Room Totals: 2,659 81 3,253 C:\Users\Robert\Documents\Romano 1Story 465 Delmar Drive Laurel.rh9 Thursday, March 21, 2019, 3.52 PM J'R c%=Residential A'tci hf,Commeic ,9 , 0evelopinerit,l'nc:' Ener' .Testin `S0tftd§'LLC,' > ' 4`' 4v. 9_ °r -Romariii 465',D,elmar Dnve Caur`el 3' .p�¢5 _tiv,t,, 'Bohemia'NY=:11�7'16'��=- _ - ,•Pa'e9 Detailed Podin=Loads Q Room 2 ® Foyer(Average.Load Procedure) Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 106.0 sq.ft. Supply Air:- 19 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.2 AC/hr Volume: ' 954 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 19 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 221 ft./min. Percent of Supply: 0 .% Runout Air Velocity: 221 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.057 in.wg./100 ft. Actual Summer Infil.: 1 CFM ;HTM��; LD esc �tio �T : ',�.._.-...Gain: E-Wall-12D-2bw 8.1 X 9 32.9 0.077 4.6 152 0.3 0 11 E-Door-11 P 40 X 1 40 0.290 17.4 696 5.5 0 220 UP-Ceil-R41 attic 1 X 106 106 0.024 1.4 153 1.0 0 109 Floor-19A-30p 106 X 1 106 0.034 1.7 181 0.2 0 24 Subtotals for Structure: 1,182 0 364 Infil.:Win.: 1.5, Sum.: 1.3 73 1.358 99 0.151 26 11 Ductwork: 199 20 AED Excursion: 28 Room Totals: 1,480 26 423 C:\Users\Robert\Documents\Romano 1Story 465 Delmar Drive Laurel.rh9 Thursday, March 21,-2019, 3:52 PM I Rhvac-'Residential&Light Commercial HVAC Loads . `° f Elite 5oftware.Development,Inc. Energy.Testmq Services•LLC`% Romanot465belmar.Dnve Laurel' Bohemia NY 11716 ' Oag a 16' [Detailed Room Loads e Rook 3 e Orrin (Average Loam Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width. n/a Zone Number: 1 Area: 157.0 sq.ft. Supply Air: 90 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.8 AC/hr Volume: 1,413 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 1 Actual Winter Vent.: 0 CFM Runout Air: 90 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 460 ft./min. Percent of Supply: 0 % Runout Air Velocity: 460 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.136 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item :. r,-,Area =U Htg, `Senµ .,yr ,Clg; 'Lat t- Sen, t' .➢ Desai "lion N` 4Quanti Value ' HTM" Loss, HTMr Gaiii' Gain- N -Wall-12D-2bw 5.3 X 9 16.5 0.077 4.6 76 0.3 0 6 E-Wall-1 2D-2bw 13.2 X 9 118.8 0.077 4.6 549 0.3 0 40 N-GIs-1 D-cv-o shgc-0.3 100%S 31.2 0.310 18.6 580 8.3 0 258 UP-Ceil-R41 attic 1 X 157 157 0.024 1.4 226 1.0 0 162 Floor-19A-30p 157 X 1 157 0.034 1.7 269 0.2 0 36 Subtotals for Structure: 1,700 0 502 Infil.:Win.: 3.4, Sum.: 2.9 167 1.363 227 0.150 59 25 Ductwork: 299 93 AED Excursion: 130 People: 200 lat/per, 230 sen/per: 1 200 230 Equipment 0 1,000 Room Totals: 2,226 259 1,980 C:\Users\Robert\Documents\Romano 1Story 465 Delmar Drive Laurel.rh9 Thursday, March 21, 2019, 3:52 PM , ` ^ ` ` ,,C:\U mmnto\Romano1Gtory 4G5Delmar Drive LaumoirhQ ' Thunsday, March 21. 2D1Q.3:52PK8 0 -Rhgac--Residential&Light Commercial,HVAC'Loads Elite Software Development,lnc. ,Energy TesSnq Seryices,LLG- - Romano 465Delrriar Drive Laurel .Bohemia NY 11716` Pahe 12 Detailed Room Loads - Room 5 e laud Room ,vera e Load Procedure General Calculation Moder Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 208.0 sq.ft. Supply Air: 61 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.0 AC/hr Volume` 1,872 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air. 61 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 699 ft./min. Percent of Supply: 0 % Runout Air Velocity: 699 ft./min. Actual Winter Infil.: 22 CFM Actual Loss: 0.547 in.wg./100 ft. Actual Summer Infil.: 19 CFM Htg en CI" " :Lat-, Sen' `Desch 'tion=' fY ti-.'S-`I$' " �2`Quanti ,"', 'Valuejj `HTMy� i-Losse HTM' µ' Gain "M1`' Gain E-Wall-12D-2bw 23.4 X 9 184.3 0.077 4.6 851 0.3 0 62 N-Wall-12D-2bw 8 X 9 72 0.077 4.6 333 0.3 0 24 S-Wall-12D-2bw 87.9 X 9 771.1 0.077 4.6 3,562 0.3 0 261 E-Door-11 P 20 X 1 20 0.290 17.4 348 5.5 , 0 110 S-Door-11 P 20 X 1 20 0.290 17.4 348 5.5 0 110 E-GIs-1 D-cv-o shgc-0.3 0%S 6.3 0.310 18.6 118 30.8 0 195 UP-Ceil-R41 attic 1 X 208 208 0.024 1.4 300 1.0 0 215 Floor-19A-30p 208 X 1 208 0.034 1.7 356 0.2 0 47 Subtotals for Structure: 6,216 0 1,024 Infil.. Win.` 22.2, Sum.: 18 7 1,074 1.363 1,463 0.153 382 164 Ductwork` 1,193 63 AED Excursion: 88 Room Totals: 8,872 382 1,339 C:\Users\Robert\Documents\Romano 1Story 465 Delmar Drive Laurel.rh9 Thursday, March 21, 2019, 3.52 PM s Rlivac=?Residential&"Li NtCimme�cial;HVACLoads; :,' =wr` EtifeSoftware;Deveto m�nt``Inc. '} r at' M1, < ,, En` er` esttn ,$e ices�LLC�- o'mario�465'D I"`ar't7'v`'La 'el _ _ •�v, - $�^ „" -�.. --{ - T:ri �.: y� - .{nim '.��'fi%�,..' ..�Si`a�i Bohem'ia NY:11. •,�_.. .x ” 13, 796"' .Pa�e-:. Q6tailed:-Ro0- ml , Loads - Room 6-,- Laund (Average Load Prrocedurta Calculation Mode: Htg. &clg. Occurrences: P 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 75.0 sq.ft. Supply Air: 35 CFM Ceiling Height: ' '-9.0 ft. - Supply Air Changes: 3.1 AC/hr. Volume:,, 675 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 35 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 405 ft./min. Percent of Supply: 0 % Runout Air Velocity: 405 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.486 in.wg./100 ft. Actual Summer Infil.: 2 CFM ',-3.' ',kF'x }'i• - "�Y.a 'by"��a Ay, _ f iM .-.3 r��i,-k. .;. Fai i�x_ _ ,S� _ — 1f 1 M°A a_ r,Ux, n�Fi .Sen_; �CI -'Lat:Ny;°�' ff 'oV �Quanalue�<°-� r_'HTM��::t�� vL:6°ss�{�r'>> :`Fl1`M-�'��"r`=:�'�.•,.Gain�.,� �� `Ga`n t N-Wall-12D-2bw 10 X 9 83.7 0.077 _ 4.6 387 0.3 0 28 N-GIs-1 D-cv-o shgc-0.3 100%S 6.3 0.310 18.6 118 8.2 0 52 UP-Ceil-R41,attic 1 X 75 75 0.024 1.4 108 1.0 0, 77 Floor-19A-30p 75 X 1 75 0.034 1.7 128 0.2 0 17 Subtotals for Structure: 741 0 174 Infil.:Win.: 1.9, Sum.: 1.6 90 1.367 123 0.156 32 14 Ductwork: 134 37 AED Excursion: 51 Eauioment: 0 500 Room Totals: 998 32 775 C:\Users\Robert\Documents\Romano 1Story 465 Delmar Drive Laurel.rh9 Thursday, March 21,2019, 3:52 PM Ahvac-'Residenti ivg:Light Commercial'HVAC Loads _° Elite-Software,Development,Inc.' Energvlestinq Services LLC`` R_omano 465 Delmar.Drive Laurel Bohemia NY 11716 Pag e 14 ®etailed Roo in Loads e Room 7 s Master Bedroom'vvic' 'Average Load Procedure General": Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 98.0 sq.ft. Supply Air: 6 CFM Ceiling Height: -9.0 ft. Supply Air Changes: 0.4 AC/hr Volume: 882 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 6 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 72 ft./min. Percent of Supply: 0 % Runout Air Velocity: 72 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.007 in.wg./100 ft. Actual Summer Infil.: 0 CFM ,-J.�„ -r'p�. -'+fit, - ,.'s..�.b'� S.,.r 3 Item .� ;Area,: °.:" U Ht— : .,.Seii, :Ch Laf<.': Descri 4ion' -Quarifit` 1/aliie�.= > FiTM { Loss,wk= -HTM,, -,Gaih,�P` UP-Cefl-R41 attic 1 X 98 98 0.024 1.4 141 1.0 0 101 Floor-19A-30p 98 X 1 98 0.034 1.7 168 0.2 0- 22 Subtotals for Structure: 309 0 123 Infil.:Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 48 7 AED Excursion: 9 Room Totals: 357 0 139 C:\Users\Robert\Documents\Romano 1Story 465 Delmar Drive Laurel.rh9 Thursday, March 21, 2019, 3:52 PM Y i2fivac-Res''iiferitial&Light:'Commercial HVAC L oatls` a ,t y;=:r. :`s`?e E'` „Mite Software Developmentr'Iric:° E � 'Y 9,T' ti- 7, r"' ;. ° :. z e es n'}Semi =ILG�` - }-� `�. - a o 65',Deri►aCDrvo;LaiireL �x -- ,'S`may;.#.e.p'.ti�`h''`',.31�+t. B0 hem NY'1.1796` :.Pa`e,15 Detailed'Rooiri Loads Room;8 e Master Bath Average Load Procedure)' i.Sw: -^A-'•.•�T.i�.T <1' -•;�, x,x'.-'ih' - - .5.;,,L- -..>e`^ fl't i:%.:"#.'y.-`r°} .nt:i - �F `.'.1,.. _�, Genera Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: - 155.0 sq.ft. Supply Air:, 25 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.1 AC/hr Volume: 1,395 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Writer Vent.: -0 CFM Runout Air: 25 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 287 ft./min. , Percent of Supply: 0 % Runout Air Velocity: 287 ft./min. Actual Winter Infil.: 5 -CFM Actual Low, 0.095. in.wg./100 ft. Actual Summer,lnfil.: 4 CFM 44�1�l - Ite Are" y' �i.Cf` Late. -,w 4" y . RL.G 4 s _ uantif' �''�Vatue. °�HTNI_ �l:oss:}.''�� *.�;HTM...F ,�.Gain��=„�:;=� .Gam, W-Wall- 9.8 X 9 88.2 0.077 4.6 407 0.3 0 30 N-Wall-12D-2bw 15.1 X 9 112.9 0.077 4.6 522 0.3 0 38 N-GIs-1 D-cv-o shgc-0.3 100%S 23 0.310 18.6 428 8.3 0 190 UP-Ceil-R41 attic 1 X 155 155 0.024 1.4 223 1.0 0 160 Floor-19A-30p 155 X 1 155 0.034 1.7 265 0.2 .0 35 Subtotals for Structure: 1,845 0 453 Infil.:Win.:4.6, Sum.: 3.9 224 1.361 305 0.152 80 34 Ductwork: 334 26 AED Excursion: 36 Room Totals: 2,484 80 549 C:\Users\Robert\Documents\Romano 1Story 465 Delmar Drive Laurel.rh9 Thursday, March 21, 2019,3:52 PM 1,Rhvac:Residential&L`igFit Commercial HVACLoads Elite Software Development,Inc:. Energu-Testing Services LLC ,. - °Romano 4653-Delrriar'brive Laurel' 136fiemiajN`11�16 -­ r '. 15age 16r Detailed Room Loads m Room 9 e Master Bedro®m Avera e Load Procedure General. 'L-- Calculation Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area. 223.0 sq.ft. Supply Air: 149 CFM Ceiling Height: 9.0' ft. Supply Air Changes: 4.5 AC/hr Volume: 2,007 cu.ft. Req.Vent. Clg: - 0 CFM Number of Registers: 2 • Actual Winter Vent.: 0 CFM Runout Air: 74 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 546 ft./min. Percent of Supply: 0 % Runout Air Velocity: 546 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.246 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item �::,, . ;,Area =U `;;._ '.Hf :Sen..,'.: ,.CI i i9 r M Descri�tion "Q'uariti ,Valuer=�<.�� 'HTM`'-, --,V,:,",Loss' HTMt 'Gain' a W-Wall-12D-2bw 14 X 9 98 0.077 4.6 453 0.3 0 33 S-Wall-12D-2bw 16 X 9 144 0.077 4.6 665 0.3 0 49 W-GIs-1 D-cv-o shgc-0.3 0%S 28 0.310 18.6 521 30.8 0 862 UP-Ceil-R41 attic 1 X 223 223 0.024 1.4 321 1.0 - 0 230 Floor-19A-30p 223 X 1 223 0.034 1.7 382 0.2 0 51 Subtotals for Structure: 2,342 0 1,225 Infil.:Win.: 5.6, Sum.:4.7 270 1.363 368 0.152 96 41 Ductwork: 421 154 AED Excursion: 215 Equipment: 0 1,635 Room Totals: 3,131 96 3,270 C:\Users\Robert\Documents\Romano 1Story 465 Delmar Drive Laurel.rh9 Thursday, March 21,2019,3:52 PM , ^ � ` C:\U nmanb»URomono1Btory 4G5Delmar Drive Louna.rhQ Thunsdoy, March 21. 2O1Q. 3:52PN1 r a Rhvac'-Residential-&Light Commercial�HVAC Loads Elite Software,Devetopment,^lnc. -Energy Testing Services LLC`' _ R0rriano'465 Delmar Drive Laurel Bohemia NY=11716 Pa e 18. ®elailedRoom Loads - loom 11 - Bedroom.#2A vet-ae Load Procedure - General {r- Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 152.0 sq.ft. Supply Air: 151 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.6 AC/hr Volume: 1,368 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 76 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 555 ft./min. Percent of Supply: 0 % Runout Air Velocity: 555 ft./min. Actual Winter Infil.: 7 CFM Actual Loss:' 0.253 in.wg./100 ft.. Actual Summer Infil.: 6 CFM Item ;;Area -U=.,;' .Hf E. , ' den, „,°.,CI` Y,`.'J yLat Sen 9. .,, g =D`escri"tiori• M1*`. << -'Quanti ";"'Value HTM; =Loss` HTM'` ,'`:-'' "Gain: a yGain W-Wall-12D-2bw 13 X 9 89 0.077 4.6 411 0.3 0 30 N-Wall-12D-2bw 12 X 9 88 0.077 4.6 407 0.3 0 30 S-Wall-12D-2bw 12 X 9 108 0.077 4.6 499 0.3 0 37 N-Door-11 P 20 X 1 20 0.290 17.4 348 5.5 0 110 W-GIs-1 D-cv-o shgc-0.3 0%S 28 0.310 18.6 521 30.8 0 862 UP-Ceil-R41 attic 1 X 152 152 0.024 1.4 219 1.0 0 157 Floor-19A-30p 152 X 1 152 0.034 1.7 260 0.2 0 35 Subtotals for Structure: 2,665 0 1,261 Infii.:Win.:6.9, Sum.: 5.8 333 1.363 454 0.153 118 51 Ductwork: 485 157 AED Excursion: 218 Equipment: 0 1,635 Room Totals: 3,604 118 3,322 C:\Users\Robert\Documents\Romano 1Story 465 Delmar Drive Laurel.rh9 Thursday, March 21, 2019,3.52 PM -'R&Eild 'Cbrn ft J46'Dev616 "t qr,,D,nveIqureI- •bohe' J6�WY, is I 'Ofqyf i[�q' - '�'!-o ;Rhva6'I "E6 1'S6ordv!I-;ILL m ge 'Detailed kdo' tn-toads - Room,1-2-7 Bedroom,#2'wic LAverage Lo6d'Prdceduie),:,, Calculation Mode: Htg. &c1g. Occurrences: 1 Room Length: n/a System Number: I Room Width: n/a Zone Number: 1 Area: 26.0 sq..ft. Supply Air: 3 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.8 'AC/hr Volume: 234 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 3 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 34_ ft./min. Percent of Supply: 0 % , Runout Air Velocity: 34 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.002.,in.wg./100 ft. Actual Summer Infil.: 1 CFM. enj 'A i 1;1 " gini", an u ; T. 5-Wall-12D-2bw 5.6 X 9 50.4 0.077 4.6 233 0.3 0 17 UP-Ceil-R41 attic 1 X 26 26 0.024 1.4 37 1.0' 0 - 27 Floor-19A-30p 26 X 1 26 0.034 1.7 45 0.2 0 6 Subtotals for Structure: 315 011 50 Infil.:Win.: 1.0, Sum.: 0.9 50 1.369 69 0.159 18 8 Ductwork: 60 3, AED Excursion: 4 Room Totals: 444 18 65 C:\Users\Robert\Documents\Romano 1 Story 465 Delmar Drive Laurel.rh9 Thursday, March,21, 2019, 3.52 PM ~ ~ � - � � � � � � .1Gtory 485Delmar Drive Lmund.dh8 ' Thuroday, Man:h'�1.2018. 3:52PN1 x Rhvac;-;Residential8,Ugiht,Cpin`merciahHVAC'Loads` "' N`'.' 'Elite SoftwareyDevelopment;Inc. `Energy=toOnq Services L'LC ',`t`}3' '`ci° - Romano 465-,De 'D La6rd' t y_ :M1,, Bohemia W;11716 .,., Pa a 21' Detailed Room Loads e Room 14 e Bath ##2 Average Load Procedure). -4 r"��1.:�;., 5 Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 65.0 sq.ft. Supply Air: 11 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.1 AC/hr Volume: 585 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 11 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 124 ft:/min. Percent of Supply: 0 % Runout Air Velocity: 124 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.019 in.wg./100 ft. Actual Summer Infil.: 1 CFM •',! .j,.,r",N, I;µ, _ s{.v'.",, — Item: r,;t...v,,.• •�,,,v,..-,.,,.+ - ;U= 'Ht CI' _ Lat: .'' Sen D`escn`tiori�: Quantit T,Gain S-Wall-12D-2bw 8.1,X 9 66.6 0.077 4.6 308 0.3 0 23 S-GIs-1 D-cv-o shgc-0.3 0%S 6.3 0.310 18.6 118 14.8 0 94 UP-Ceil-R41 attic 1 X 65 65 0.024 1.4 94 1.0 0 67 Floor-19A-30p 65 X 1 65 0.034 1.7 111 0.2 0 15 Subtotals for Structure: 631 0 199 Infil.:Win.: 1.5, Sum.: 1.3 73 1.358 99 0.151 26 11 Ductwork: 113 11 AED Excursion: 16 Room Totals: 843 26 237 C:\Users\Robert\Documents\Romano 1Story 465 Delmar Drive Laurel.rh9 Thursday, March 21,2019, 3:52 PM Rhvac .Residential&Light Commercial HVAC Loads Elite Software,Development,Inc. Energy Testinq Services LLC Romano 465 Delmar Drive Laurel Bohemia NY 11716 Pa e 22 Detailed (zoom Loads - Room 15 - Bedroom #3 Wic Avera- e Load Procedure General Calculation Mode: Htg &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 21.0 sq.ft. Supply Air: ' 3 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.8 AC/hr Volume: 189 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 3 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 29 ft./min. Percent of Supply: 0 % Runout Air Velocity: 29 ft./min. Actual Winter Infil.: 1 CFM Actual Loss- 0.001 in.wg./100 ft. Actual Summer Infil.: 1 CFM [Description Item " ' Area- -U;: Htg Sen 'Clg= Lat' Sen , Quanti Value' HTM. = Loss HTM" -Gain"' _Gain S-Wall-12D-2bw 5 X 9 45 0.077 4.6 208 0.3 0 15 UP-Ceil-R41 attic 1 X 21 21 0.024 1.4 30 1.0 0 22 Floor-19A-30p 21 X 1 21 0.034 1.7 36 0.2 0 5 Subtotals for Structure: 274 0 42 Infil.: Win.: 0.9, Sum.: 0.8 45 1.356 61 0.156 16 7 Ductwork: 52 3 AED Excursion: 4 Room Totals: 387 16 55 C:\Users\Robert\Documents\Romano 1Story 465 Delmar Drive Laurel.rh9 Thursday, March 21, 2019, 3:52 PM [,R, a6-�Kkdenfiil',�',,(16h�Ci* m464-HL&id Development,Inc' fiv U c6s.LLC"-' 'Romaho 465Be1ma,rDdve 'iel e T6sbr�c(�er�i ia,',NY 11716-" Pa 23 aSStdM,1 Room Load Summa 7 Run "£9 un n, t 0-o Sm " t ct R No,,­Name t'Ai ,Size:. --Zone 1--- 1 Bedroom#3 160 2,659 35 2-5 544 3,253 81 148 148 2 Foyer 106 1,480 19 1-4 221 423 26 19 19 3 Dining 157 2,226 29 1-6 460 1,980 259 90 90 4 Pantry 62 1,299 17 1-4 200 382 50 17 17 5 Mud Room 208 8,872 116 1-4 699 1,339 382 61 61 6 Laundry 75 998 13 1-4 405 775 32 35 35 7 Master Bedroom 98 357 5 1-4 72 139 0 6 6 wic 8 Master Bath 155 2,484 32 1-4 287 549 80 25 25 9 Master Bedroom 223 3,131 41 2-5 546 3,270 96 149 149 10 Kitchen/family 538 6,279 82 5-6 484 10,434 1,643 475 475 Room 11 Bedroom#2 152 3,604 47 2-5 555 3,322 118 151 151 12 Bedroom#2 wic 26 444 6 1-4 34 65 18 3 3 13 Hallway 110 400 5 1-4 82 157 0 7 7 14 Bath#2 65 843 11 1-4 124 237 26 11 11 15 Bedroom#3 Wic 21 387 5 1-4 29 55 16 3 3 Duct Latent 353 Return Duct 939 -125 1,384 - System 1 total 2,156 36,403 462 26,254 4,564 1,202 1,202 System 1 Main Trunk Size: 28x8 in. Velocity: 773 ft./min Loss per 100 ft.: 0.101 in.wg Sensible/Latent=';&1L6t6n - Total _ Bt,u` h, Ton �J Net Required: 2.57 85%/ 15% 26,254 4,564 30,818 Actual: 3.83 75%/25% 34,500 11,500 46,000 Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: RP1548AJ1 RP1548AJ1 Indoor Model: RCF4824STAM Brand: Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 9 HSPF 15.5 SEER Sound: 0 0 Capacity: 43000 Btuh 46000 Btuh Adjusted Capacity: n/a 18,211 Btuh Sensible Capacity: n/a 34,500 Btuh Adjusted Sensible Capacity: n/a 15,214 Btuh Latent Capacity: n/a 11,500 Btuh Adjusted Latent Capacity: n/a 2,996 Btuh AHRI Reference No.: n/a 201631801 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB:71F,WODB: 10F, SIDB:75F, SIRH: 50%,WIDB: 70F, Sen. gain: 26,254 Btuh, Lat.gain:4,564 Btuh, Sen. loss: 36,403 Btuh, Entering c1g.coil DB:75F, Entering c1g. coil WB: 62.5F, Entering htg. coil DB:68.1 F, Cig. coil TD: 20F, Htg.coil TD:70F, Req. c1g.airflow: 1202 CFM, Req. htg. airflow:462 CFM C:\Users\Robert\Documents\Romano 1Story 465 Delmar Drive Laurel.rh9 Thursday, March 21, 2019, 3:52 PM / 1 ►• ' • ' • ' COMMENT,66 F MW -17 .. . !� ,rt Wy` " / AMR t� � S M4fW.-off I� MA 1' ' ROUGH FRAMING PLUMBING im WS 0Z VoA-T AV UZZMA INSULATION PER N.Y. 8TATE ENERGY CODE AA � 11�ll►ir f90% "00 .. Prg , 1 � : �% ., � Vii( .,i..;, - -`„� • dram 7/5 rte; win 570 IMP, I/r,7AM- l W%wi . f �I"00MIN �I ►��.1�l��i�ir�IJ,L!�r • r 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 1 FAX: (631) 765-9502 Survey South oldtownny.gov PERMIT NO. Check Septic Form TitrA*es C.O.Application Examined 11b ,20 Single&Separate Truss Identification Form —Storm-Water Assessment Form Contact: Approved (/ ,20 Q�(1(��1s: - 1 y �' Disapproved a/c Phone: Expiration 20 , � LE.- B it ector I,1�1' rPPLICATION FOR BUILDING PERMIT SEP 2 1 2018 Date ' 20 Fy aDINK7-DEM INSTRUCTIONS aM' t�' " .�s?"'zs �,� application "Yee completely filled in by typewriter or in ink and submitted•to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept ons the premises available for inspection throughout the work. e.No building shall be occupied or used iq 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 1 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'iequired. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. t�:t (Signature of applicant or name,if a corporation) i burg-�v7- 14v& - �r�t 6*qrr�, Ny115-10 . (Mailing address of appl cant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder O WW 4—o2 Name of owner of premises (As on the tax roll or,•latest'deed) E , If applicant is-a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No.,2,�CPl�—� Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which propo ed work will be done: 19 House Number Street amlet County Tax Map No. 1000 Section a Block =:�1=o Sr Lot Subdivision 21? Filed Map No. 3 Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy V4,594 Gl7 G C� b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars Z- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth 'Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stdries ' ; r 8. Dimensions of entire nyw cQstruction: Front b Rear Depth Height (:/z, Number of Stories 9. Size of lot: Front /0-0 / Rear 3a / Depth Zoo a� 10. Date of Purchase Sy/1 /Q Name of Former Owner e �f I I.-Zone or use district in which premises are situated Joe / - 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-,X, 13. Will lot be re-graded? YES NO Will excess fill be removed fir in premises?YES NO /ylr.f/�Ias /j�i�7 k,7�.4u,e 14. Names of Owner of prSWises �l �il�D Address A am Phone No. Y4,-.010-K i0 Name of Architect j o C C Address Phone No - Z -1 Name of Contractor 'Des (c,-i,4 6a Address `l;D6,iqo Phone No. ;k; 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO --f * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any.point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ,-,v-- * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF:!,r�� &M , ,,, ,, 4,Jo e%Rr� p}".,g,,",eing duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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 tl is 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 thi day of 2019 BARBARAANN CAMP State of New Yodc 180� un Notary Public No.01KE4723664 Signature of Applicant f2ualifl�f In Suffolk County Conunissfan Expires January 31,20.d ST(0)]Kl�WWA IFIEIR, Scott A. Russell SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P-O.Box 1179 u' 53095 Main Road-SOUTHOLD,NEW YORK 11971 0 Town of Southold CHAPTER 236 - STORMWATER NUNAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) SEP 2 5 2018 --- ----- DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING- ' (CHECK ALL THAT APPLY Yes o A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 1 ❑ B. Excavation or filling involving more than.200 cubic yards of material } within any parcel or any contiguous area. . ❑ 2(c. Site preparation on slopes which exceed 10 feet vertical rise to 1 100 feet of horizontal distance. ❑[dD_ Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. I ❑[ E: Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. I i- ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square E feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Cheek List Form to the Building Department with pour Building Permit Application. DateAPPLICANT: (Property Owner,Design Professional,/Agent,Contractor,Othed _ S*C_T.MQ, 10�00 hrNAME �/.G1�S L P?��� _ . [/ hq�i Section -Block Lot I-OR BUILDING DEPA/R�TMENT USE 01NIL"17' -s Contact information 3 dr- , /3 tr c,m Numbai O 1"AI_ - - Reviewed By. Date: Property Address/Location of Construction work: — — — — — — — — — VZ-9— — — — / Approved for processing Building Permit. — — Stormwater Management Control Plan Not Required. Z/�F ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 APPLICANT: S,C.T.M. 4. 1000 sum CHAPTER 23"6 r (property Owner,Design Professional,Agent,Contractor,Other) � •�� —CW;T^ b„0 �{ ,3 St Stgrmwat�r Management Control Plan CHECK LIST e� Biock LoP —Plan R 'ulrements: Provide ONE co of the Building Permit A Iicatlon. s . NAPM : SMC eq copy g PP Vle+rc Pr,N Date; The applicant must provide a Complete Explanation,and/or Reason for not providing 01 all Information that has been Required by the following Checkilsti M3 e 92 1 lynallll 11 ..Vlwn. um in �/ I. A Site Plan drawn to scale Not Less that 60'to the inch MUSTIf You answered No or NA to any , Item, e e s ification el show all of the following Items, YES NO NA If you need additional room for explanat \ Please Provide additional a r, a, Location & Description of Property Boundaries SE b. Total Site Acreage, c, Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-1702). d, Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing-,&-Area�-of•Peo posed.Land:Disturbance - � f. Existing & Proposed Contours of the Site (Minimum z intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements&utilities. CONTROLS h. Spot Grades& Finish Floor Elevations for all existing & V1211 1"Clucle WnOt be limited to: proposed structures, A well maintained Consitru, tion Entrancp 1. Location of proposed Swimming Poo and discharge ring, c e I t Fen" sta Locatlatof pro.osed:SolCStai* e Seeding of exposed and or in k. Location of proposed Construction Entrance/Staging Area W. 1. Location of proposed concrete washout area(s), k M. Location,ofall': ro dsed:erosion"&sediment".controIrneasures;.y 2. Stormwater'Manageihent Eantrol,Pian'must.Include.Calculatlom-ahoy ng VMAIINAGE- thaWiestaimmDer4mprovernentsm&stzed ... tor :at�ii�ate pn-site the run-off from.all-irnpervioussdT icesgenetate�`byatw ,Inch GtINS 1109eflIONS ARE - e€ore eatnfalt1"storm event. gaekfill, OR Movide Engineers Certification 3. Details&Sectional Drawings for stormwater practices are required-for approval, tim drainage has 566n installed to Code. Items requiring details shall Include but not be limited to; a, Erosion & Sedirrient Controls. 4z4 " b, Construction Entrance& Site Access, JW IV / c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d, Leaching Structures (e,g, infiltration basins swales,etc.) l Fi)I'"t 1-,;NGIN1�;EFZ a EPAItTlv1ENT USE ONLY w�>u�...—.._._,.....-.,.._____.._._. �,:._.. ._.—,_—.-....�..w::�-.���;.,-..-:..:�:��.-�....":..,,,:�..:.:M:...._.�,...�.._..:._:.._... . .. ... . .... . " .. Additional Information is Required. Reviewed & I O Stormwater Management Control Plan is Not Complete. Approved By: A - - - - - - - - - - - - - - - - - - - - - - 1 Stormwater Management Control Plan is Complete. Date: 2 I SMCP has been approved by the Engineering Department. Town Hall Annex _T" K Telephone(631)765-1802 54375 Main Road Z Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 4 BUILDING.DEPARTMENT NOTICE OF-UTILIZATION OF TRUSS TYPE-CONSTRUCTIOWPRE-ENGINEERED WOOD"CONSTRUCTION-AND/OR TIMBER CONSTRUCTION— Date.,3 I Owner: PV\�,` P10AA7 -moo Location of Property: . DeA v\,.-al . D rlJLL,._,Pe_ yff r Please take notice that the (check applicable line): XNew commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) - ;X\_ - Pre-engineered wood construction (PW) _ Timber construction (TC) in the following location(s) (check applicable line): I� Floor framing, including girders and beams (F) Roof framing (R) Flo o d roof" (FR) Signature:_ Name (pers submitting this form): Jo 5 Capacity( eck applica a line): Owner representative TrussReg15.docx Effective 1/1/2015 oFfOCico6 BUILDING DEPARTMENT-Elec I �.� TOWN OF SOUTH L h- - PO Box 1179 V Town Hall Annex - 54375 Main R `' Southold, New York 11 - 95aAN 1 7 2019 Telephone (631) 765-1802 - FAX (631) 765-9502 roger:richert@town:southold.ny-.-7,� TOWN OF SOU"E :ia D APPLICATION_ FOR ELECTRICAL INSPECTION REQUESTED BY: 'Date: ! Company Name: Name: ti L - License No.: Address: .b Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Address: Cross Street: Phone No.: 3 _ Bldg.Permit#: ' email: Tax Map District: 1000 Section: Block: -. _ . Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES /@D Rough In Final Do you need a Temp Certificate?: ES NO Issued On Temp Information: (All information required) 1 Service Size 1 Ph 3 Ph Size:(��A # Meters 1 Old Meter# ew Service Fire Reconnect- Flood Reconnect-Service Reconnected—Underground - verhead #--Underground Laterals 1 2 H Frame Pole Work done on Service?- Y N__ Additional Infdrrhation-v. - PAYMENT DUE WITH APPLICATION 6L( iln I N5 82-Request for Inspection Form.)ls =p"' Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: F18-7404-106407-SUFF District: 1000 Section: 128.00 Block: 03.00 Lot: 005.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Cleric and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Philip Romano and Doreen Romano, husband and wife and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: October 2, 2018 FIDELITY NATIO14A.TITLE INSURANCE SERVICES,LLC 1\ l JEAN DUVA Sworn to before me this 2nd day of October,2018 Notaiy Public shrr,�A j. QLEs WVTY Ptl,'- 0,MIG05032467 Sulblk C ourtty,411 aSj YopxCOMMISS!0A EXP1103.Aug.29.20 /r r 24 Commerce Drive 9 Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 r Niel Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. F18-7404-106407-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) Jean Duva, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-128.00-03.00-005.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/01/1957. SUBJECT PREMISES: 1000-128.00-03.00-005.000 John T. Young Liber 2150 cp 302 TO Dated: 12/07/1940 Cecil T. Young Rec'd: 02/25/1947 (premises and more) Cecil T. Young Liber 6593 cp 145 TO Dated: 07/25/1969 Leonard C. Emma Rec'd: 07/28/1969 (premises and more) FIDELITY NATITITLE INSURANCE SERVICES,LLC I Sworn to before me this JEAN D1`, 2nd day of October, 2018 Notary Public ZRANDP J.GOLESK! NoWy PubH%40iQ,!oaua24s�1� bilk COMM18210n Expires:Aug.29.20� m 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Leonard C. Emma Liber 6728 cp 339 TO Dated: 04/06/1970 Emma Enterprises Inc. Rec'd: 04/14/1970 (premises and snore) Emma Enterprises Inc. Liber 6839 cp 432 TO Dated: 11/14/1970 Mil-Matt Agency Inc. Rec'd: 11/16/1970 (premises and more) Mil-Matt Agency Inc. Liber 7254 cp 465 TO Dated: 09/19/1972 Herbert R. Munao and Marianne Munao,his wife Rec'd: 10/03/1972 Herbert R. Munao and Marianne Munao,his wife Liber 8659 cp 108 TO Dated: 07/06/1979 David Haas and Susan Haas,his wife Rec'd: 07/16/1979 David Haas and Susan Haas,his wife Liber 8888 cp 562 TO Dated: 09/26/1980 Louis A. Dinizio and Audrey M. Dinizio,his wife Rec'd: 09/29/1980 Louis A.Dinizio and Audrey M. Dinizio,his wife Liber 8964 cp 498 TO Dated: 02/11/1981 Stanley Pelchuck and Jane Aud Pelchuck, his wife Rec'd: 02/25/1981 No proof of death for Stanley Pelchuck in Suffolk Surrogates Court. FIDELITY NATI01/ML-,,,TITLE INSURANCE SERVICES, LLC t r Sworn to before me this JEAN DUV�A 2nd day of October, 2018 `--J Notary Public ,,tpoPj\.!.GOLES1.1 Noteey F'Ub11G.#di}9C,,06032467 Guffaw C OU51}!.NOW l'or'e' "� Cornrc►;�lon E.xplrail:Pain.20.20 24 Commerce Drive • Riverhead,Ne`v York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Aud Jane Pelchuck Liber 12786 cp 350 TO Dated: 04/04/2014 Don C. Pelchuck and Lora Gaston, as Co-Trustees Rec'd: 08/26/2014 of the Aud Jane Pelchuck Irrevocable Trust dated April 04,2014 Don C.Pelchuck and Lora Gaston, as Co-Trustees Liber 12970 cp 493 of the Aud Jane Pelchuck Irrevocable Trust dated Dated: 04/30/2018 April 04, 2014 Rec'd: 07/20/2018 TO Philip Romano and Doreen Romano,husband and wife LAST DEED OF RECORD PREMISES NORTH: 1000-128.00-03.00-004.000 John T. Young Liber 2150 cp 302 TO Dated: 12/07/1940 Cecil T.Young Rec'd: 02/25/1947 (premises and more) Cecil T. Young Liber 6593 cp 145 TO Dated: 07/25/1969 Leonard C. Emma Rec'd: 07/28/1969 (premises and more) Leonard C. Emma Liber 6728 cp 339 TO Dated: 04/06/1970 Emma Enterprises Inc. Rec'd: 04/14/1970 (premises and more) FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC X11 Sworn to before me this JEAN DUV!A 2nd day of October-,2018 -_ Notary Public SANDR J.C�OLEES I fdA4ar�F?uixl;�,#01G .9032467 Comtnlesion Explres,Aug.20.20 24 Commerce Drive• Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Emma Enterprises Inc. Liber 7043 cp 15 TO Dated: 11/05/1971 Stanley Sledjeski Rec'd: 11/09/1971 Stanley Sledjeslci Liber 7251 cp 257 TO Dated: 09/19/1972 Louis J.Liardi and Bette B. Liardi,his wife Rec'd: 09/27/1972 Louis J. Liardi and Bette B. Liardi,his wife Liber 8841 cp 85 TO Dated: 06/18/1980 Louis J. Liardi,Jr. and June Liardi,his wife Rec'd: 06/20/1980 LAST DEED OF RECORD PREMISES EAST: DELMAR DRIVE PREMISES SOUTH: 1000-128.00-03.00-006.000 John T. Young Liber 2150 cp 302 TO Dated: 12/07/1940 Cecil T. Young Rec'd: 02/25/1947 (premises and more) Cecil T. Young Liber 6593 cp 145 TO Dated: 07/25/1969 Leonard C. Emma Rec'd: 07/28/1969 (premises and more) FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC f Sworn to before me this JEAN DU, A 2nd day of October, 2018 Notary Public P001!c'ngtaoro32407 .viiclf;!oir l'it){NowYork ("Q1li;rtte*".�ti31 6'zfploas,Aug.29,20:%r„ 24 Commerce Drive •Riverhead,New York 11901 • (631)727-0600 • Fax: (631) 727-0606 Fidelity National Title INSURANCE SERVICES,LLC Leonard C.Emma Liber 6728 cp 339 TO Dated: 04/06/1970 Emma Enterprises Inc. Rec'd: 04/14/1970 (premises and more) Emma Enterprises Inc. Liber 6951 cp 248 TO Dated: 06/16/1971 Inland Homes Inc. Rec'd: 06/22/1971 Inland Homes Inc. Liber 7026 cp 560 TO Dated: 10/06/1971 Paul O. Paasch and Alice L. Paasch,his wife Rec'd: 10/14/1971 Paul O. Paasch and Alice L. Paasch,his wife Liber 12145 cp 746 TO Dated: 09/24/2001 Paul O.Paasch Rec'd: 11/05/2001 Paul O. Paasch Liber 12570 cp 593 TO Dated: 10/29/2008 John A. Morris and Beth A. Morris,his wife Rec'd: 11/03/2008 LAST DEED OF RECORD PREMISES WEST: 1000-128.00-03.00-009.000 John T. Young Liber 2150 cp 302 TO Dated: 12/07/1940 Cecil T. Young Rec'd: 02/25/1947 (premises and more) FIDELITY NATIONA�—T/ITLE INSURANCE SERVICES,LLC Sworn to before me this JEAN DUV i 2nd day of October, 2018 c-SKI Notary Public ►��.,,'��p,,�g o.jM1005032467 Cor nn:is9lm :.:pIiew AjA9.29,20, 24 Commerce Drive 9 Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Cecil T. Young Liber 6593 cp 145 TO Dated: 07/25/1969 Leonard C. Emma Rec'd: 07/28/1969 (premises and more) Leonard C. Emma Liber 6728 cp 339 TO Dated: 04/06/1970 Emma Enterprises Inc. Rec'd: 04/14/1970 (premises and more) Emma Enterprises Inc. Liber 7452 cp 453 TO Dated: 07/26/1973 Laurel Country Estates Property Owners Association Rec'd: 07/27/1973 LAST DEED OF RECORD FIDELITY NATIONAL T FLE INSURANCE SERVICES,LLC Sworn to before me this JEAN DUVA 2nd day of October, 2018 ` ~' Notary Public sMCPAJ.GOLESKI Notary Pubj o,4$01005012467 ;9°ajT,5Ik County,Cla:1+Y0A o� commlrsr,lo?j Expirea:Aug.29,20�,fL 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 y REScheck Software Version 4.6.5 Compliance Certificate Project Proposed New Romano Residence Energy Code: 2015 IECC Location: Laurel, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,170 ft2 Glazing Area 13% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 465 Delmar Drive Phil Romano Joseph Mile,AIA Laurel, NY 11948 465 Delmar Drive Architect Laurel,NY 11948 84 Vidoni Drive Mount Sinai, NY 11766 631-473-5410 jmile@optonline.net Compliance: 4.2%Better Than Code Maximum UA: 406 Your UA: 389 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Wall 1:Wood Frame, 16"o.c. 2,000 15.0 3.0 0.061 101 Window(DH):Wood Frame:Double Pane with Low-E 174 0.310 54 SHGC:0.28 Window(Picture):Wood Frame:Double Pane with Low-E 16 0.290 5 SHGC: 0.29 Door 1: Glass 115 0.300 35 SHGC: 0.26 Door 2:Solid 42 0.350 15 Wall 2:Wood Frame, 16" o.c. 350 15.0 0.0 0.077 25 Door 3:Solid 20 0.350 7 Ceiling 1: Flat Ceiling or Scissor Truss 1,670 30.0 0.0 0.035 58 Ceiling 2:Cathedral Ceiling 500 30.0 0.0 0.034 17 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2,170 30.0 0.0 0.033 72 Project Title: Proposed New Romano Residence Report date: 08/26/18 Data filename: M:\ACAD_ProjectsVLM_Architect\Romano_Res\Romano Residence.rck Page 1 of 10 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requir ents listed in th REQ ck Inspection Checklist. Se L. A�1;Ae PZ& e8 Name-Title gnature Date Project Title: Proposed New Romano Residence Report date: 08/26/18 Data filename: M:\ACAD_ProjectsVLM_Architect\Romano_Res\Romano Residence.rck Page 2 of10 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. -Section, = Plans Verified Field Verified . #•, Pre-Inspection/Plan Review-, Complies?, CommenWAssumptions,, `i Re .ID Value TM' :Value . 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 :.energy code compliance for the ❑Not Observable U ;building envelope.Thermal t; envelope represented on ;. ,, .❑Not Applicable ; construction documents. ` 103.1, ;Construction drawings and * ❑Complies ;Requirement will be met. 103.2, ;documentation demonstrate „ F, ❑Does Not 403.7 energy code compliance for >, [PR3]1 ;lighting and mechanical systems. []Not Observable f vSystems serving multiple ❑Not Applicable ; dwelling units must demonstrate 3 ;compliance with the IECC Commercial Provisions. _ 302.1, ;Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2.° on loads calculated per ACCA Cooling: Cooling: bNot Observable i Manual J or other methods Btu/hr Btu/hr ; approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12,1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed New Romano Residence Report date: 08/26/18 Data filename: M:\ACAD_Projects�LM_Architect\Romano_Res\Romano Residence.rck Page 3 of 10 ;section Foundation Inspection'' Complies? Comments/Assumptions &Req.ID 303:2.1,' IA protective covering is installed to ;❑Complies Exception: Requirement is not applicable. [F011]z +protect exposed exterior insulation ;❑Does Not ;and extends a minimum of 6 in.below ;❑Not Observable j grade. ;❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO121 - installed. ;❑Does Not J ' ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: Proposed New Romano Residence Report date: 08/26/18 Data filename: M:\ACAD_Projects�LM_Architect\Romano_Res\Romano Residence.rck Page 4 of10 ' Section Plans Verified : Field Verified` Framing/Rough-in.lnspection Value' Value Complies?„- Comments/Assumptions ,Req'JJD 402.1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not ;table for values. [FR1] :[:]Not Observable ;❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, ;❑Not Observable 402.5 [FR2]1 :❑Not Applicable 303 1.3 ;U-factors of fenestration products .' N: '° _ F w• • p q ❑Com lies :Requirement uirement will be met. [FR4]1 ;are determined in accordance =`V-°'• ❑Does Not V ;with the NFRC test procedure or .,'❑Not Observable ;taken from the default table. n.❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier 41 ' ❑Complies !Requirement will be met. [FR23]1 :installed per manufacturer's s,' ❑Does Not instructions. v ' ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built - =-,- ❑Complies :Requirement will be met. [FR20]1 :is listed and labeled as meeting r -, ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ; 't F C ❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. :> 402.4.5 ;IC-rated recessed lighting fixtures = I❑Complies ;Requirement will be met. [FR16]2 (sealed at housing/interior finish ' ._ '❑Does Not and labeled to indicate 152.0 cfm 1 leakage at 75 Pa. =v'', ,❑Not Observable r >1❑Not Applicable 403.3.1 :Supply and return ducts in attics I- --_ ❑Complies ;Requirement will be met. [FR12]1 :insulated>= R-8 where duct is _ ^` - ❑Does Not ; U ;>= 3 inches in diameter and>_ ❑Not Observable R-6 where<3 inches.Supplyand ❑Not Applicable return ducts in other portions of ;the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ;for<3 inches in diameter. ; 403.3.5 :Building cavities are not used as !❑Complies :Requirement will be met. [FR15]3 ducts or plenums. _; ❑Does Not []Not Observable ° ❑Not Applicable ' 403.4 ;HVAC piping conveying fluids ; R- R- DComplies ;Requirement will be met. [FRi,7]2 {above 105°F or chilled fluids ;❑Does Not ?below 55!2F are insulated to>_R- 3 ;❑Not Observable ❑Not Applicable ; 403.4.1 ;Protection of insulation on HVAC [FR24]1 :piping. „ ❑Complies ;Requirement will be met. =.❑Does Not ❑Not Observable ❑Not Applicable ; 403:5.3 ' Hot water pipes are insulated to ; R- ; R- ;❑Complies ;Requirement will be met. [FR18]2 I>_R-3. T❑Does Not U ; ; ;❑Not Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers are . ❑Complies ;Requirement will be met. [FR19]2 iinstalled on all outdoor air s.? °,: ` ❑Does Not ;intakes and exhausts. _' ❑Not Observable ' ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed New Romano Residence Report date: 08/26/18 Data filename: M:\ACAD—ProjectsULM—Architect\Romano—Res\Romano Residence.rck Page 5 of10 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) '3 Low Impact(Tier 3) Project Title: Proposed New Romano Residence Report date: 08/26/18 Data filename: M:\ACAD_Projects�LM Architect\Romano_Res\Romano Residence.rck Page 6 of10 i 7Section Plans Verified Field Verified :Insulation Inspection.,; Complies?. Comments%Assumption"s',;, &'Req.ID " Value`_- Value „= 303.1' ;All installed insulation is labeled E _ f 1❑Complies :Requirement will be met. �[IN13]2 for the installed R-values "r ' " ; ❑Does Not provided. ' ❑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 ❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies :Requirement will be met. 402.2.7 manufacturer's instructions and :'F, .-f ❑Does Not [IN2]1 ;in substantial contact with the ' ❑Not Observable ; underside of the subfloor, or floor _❑Not Applicable , :framing cavity insulation is in ;t._•.,. contact with the top side of :sheathing,or continuous _4 insulation is installed on the ' underside of floor framing and 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 ❑ Mass ❑Not Observable : [IN3]1 exterior,the exterior insulation : : requirement applies(FR10). E] Steel i E] Steel :❑Not Applicable : : 303.2 :Wall insulation is installed per =.❑Complies :Requirement will be met. [IN4]1 :manufacturer's instructions. _,< ``. ❑Does Not []Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed New Romano Residence Report date: 08/26/18 Data filename: M:\ACAD—ProjectsVLM—Architect\Romano—Res\Romano Residence.rck Page 7 of10 r t :Section Plans Verified Field Verified '' ' Final InspectionPr -Complies? Comments%�issumpt!ns r _;Value, Value , q� 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 ❑ 402.2.6 ; Not Observable [FII]1 :❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every _ ,300 ftz. ❑Not Observable ❑Not Applicable 402.2.3 (Vented attics with air permeable : n,t,. ' "_ ❑Complies ;Requirement will be met. IFI22]z insulation include baffle ad)acent ❑Does Not oto soffit and eave vents that " - ;extends over insulation. ❑Not Observable° , ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; `R- ;❑Complies ;Requirement will be met. [FI3]1 insulation >_R-value of the UDoes Not ;adjacent assembly. ,❑Not Observable ❑Not Applicable 402.4.1.2 .Blower door test @ 50 Pa. <=5 ; ACH 50= ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 :ach in Climate Zones 1-2,and :❑Does Not <=3 ach in Climate Zones 3-8. i ❑Not Observable ;❑Not Applicable 402.4.2 ;Wood-burning fireplaces have t' ❑Complies ;Requirement will be met. [FI8]2 ;tight fitting flue dampers and El Does Not joutdoor air for combustion. ; - s []Not Observable ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ftz ftz ;❑Does Not <=3 cfm/100 ft2 without air i handler @ 25 Pa. For rough-in :❑Not Observable tests,verification may need to ;❑Not Applicable ; ;occur during Framing Inspection. 403.3.3 :Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 determine air leakage with 1 ftz ftz ;❑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 handler leakage designated "`` ''x'' _ _> ❑Complies ;Requirement will be met. [FI24]1 :by manufacturer at<=2%of ❑Does Not design air flow. f ❑Not Observable ❑Not Applicable 403.1.1, ;Programmablethermostats f, ❑Complies ;Requirement will be met. [Fl ;installed for control of primary ❑Does Not heating and cooling systems and { wg s initially set by manufacturer to f :;r ❑Not Observable ;code specifications. t El Not Applicable 403,1.2 Heat pump thermostat installed _ ❑Complies ;Requirement will be met. [FI10]2 }on heat pumps. ❑Does Not ❑Not Observable a- r []Not Applicable 1 High Impact(Tier 1) 1'2 1 Medium Impact(Tier 2) -3 1 Low Impact(Tier 3) Project Title: Proposed New Romano Residence Report date: 08/26/18 Data filename: M:\ACAD_ProjectsVLM_Architect\Romano_Res\Romano Residence.rck Page 8 of10 Plains Verified' Field Verified' - Final Inspection Provision's, .• Value Value Complies?- Comments/Assump'tion's &,Re` AD _ 403:5.1 ;Circulating service hot water = 111Complies :Requirement will be met. [FI11]2 systems have automatic or C '❑Does Not ,accessible manual controls. 21 ❑Not Observable ❑Not Applicable 403 6.1 All mechanical ventilation system L',', „' 10Complies ;Requirement will be met. [F125F fans not part of tested and listed _ ❑Does Not HVAC equipment meet efficacy - ❑Not Observable ' and airflow limits. ❑Not Applicable 403.2 ,Hot water boilers supplying heat ' 1❑Comphes :Requirement will be met. [F[26]2 ),through one-or two-pipe heating , ❑Does Not ;systems have outdoor setback control to lower boiler water ❑Not Observable : ytemperature based on outdoor , ❑Not Applicable temperature. ; 403.5.1.1 Heated water circulation systems [ ; "` S❑Complies ;Requirement will be met. [F128]2 1 have a circulation pump.The $ :.' F ❑Does Not {system return pipe is a dedicated .., return pipe or a cold water supply . . ❑Not Observable ❑Not . i pipe.Gravity and thermos- • � _ � '. j Applicable { ;syphon circulation systems are not present.Controls for circulating hot water system ; pumps start the pump with signal = lfor hot water demand within the ;occupancy.Controls ] automatically turn off the pump ] ; when water is in circulation loop is at set-point temperature and ;6 , no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies ;Exception: Requirement is [FI29]2 1comply with IEEE 515.1 or ULE]Does Not not applicable. ;515.Controls automatically j :adjust the energy input to the ;: ❑Not Observable `heat tracing to maintain the +` _ ❑Not Applicable desired water temperature in the I piping. ; 403.5.2 ','Water distribution systems that _ J❑Complies ;Exception: Requirement is [F130]2 ;have recirculation pumps that _ []Does Not not applicable. {pump water from a heated water i supply pipe back to the heated []Not Observable }water source through a cold []Not Applicable 'water supply pipe have a ; ;demand recirculation water -4 ; ;system. Pumps have controls ;that manage operation of the ; pump and limit the temperature 1 I of the water entering the cold - water piping to 1049F. 403.5.4 ;Drain water heat recovery unitsr ❑Complies :Exception: Requirement is [FI31)2 tested in accordance with CSA " Y not applicable. ❑Does Not {655.1. Potable water-side pressure loss of drain water heat ,4 ❑Not Observable recovery units<3 psi for i•._ ,❑Not Applicable y individual units connected to one ;or two showers. Potable water- `- iside pressure loss of drain water heat recovery units <2 psi for 'individual units connected to ; three or more showers. 404.1 :75%of lamps in permanent ❑Complies :Requirement will be met. [F16]1 :fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable , lighting, _ ❑Not Applicable ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed New Romano Residence Report date: 08/26/18 Data filename: M:\ACAD—ProjectsVLM—Architect\Romano—Res\Romano Residence.rck Page 9 of10 t r "Section: ..Plans Verified" Field Verified # Final inspection Provisions _. Complies? Comments%Assumptions,; &.Reg.ID - - - - �-Value -Value,°_' ; 404:T'.1 ;Fuel gas lighting systems have -❑Complies :Requirement will be met. [F123]3 :no continuous pilot light. x ❑Does Not ; -3❑Not Observable ,❑Not Applicable 401.3 Compliance certificate posted. _ ❑Complies ;Requirement will be met. [F17]2 i ❑Does Not _ V ,�❑Not Observable J❑Not Applicable 303.3 JManufacturer manuals for `1,,,, r,,,,,;,j.,,,';;°, 'w ❑Complies ;Requirement will be met. [FI18]3 mechanical and water heating ' : ❑Does Not ; ;systems have been provided. m, ❑Not Observable ; ' ❑Not Applicable ; Additional Comments/Assumptions: 1 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed New Romano Residence Report date: 08/26/18 Data filename: M:\ACAD_Projects�LM Architect\Romano_Res\Romano Residence.rck Page 10 of10 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Gjaiss D.. Window 0.31 0.28 Door 0.30 0.26 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments 8/2612019 Printable Invoice C Decorative Films, LLC. Order S U rl'1 IYl a�/ 3909 Cornell Place Frederick, MD 21703 Date: 08/24/2019 US Order:#370350 Order Status: Pending Bill To Send To Name: Phil Romano Name: Phil Romano Email: promano19@gmail.com Email: promano19@gmail.com Phone: 646-210-4945 Phone: 646-210-4945 Fax: Fax: Company: Company: Address: 19 Walnut Avenue Address: 19 Walnut Avenue Rockville Centre, NY 11570 Rockville Centre, NY 11570 US US Code Product Quantity Total UltraSafe- UltraSafe-460 4 mil Clear Safety Film 4 $46.48 ' i 460 : 1 select-a-roll-width:60-wide F i sample Sample 1 $0.45 f i master_sku: UltraSafe-460 4 mil Clear Safety Film 4 Up to 5 Free Samples: ($0.45) Shipping: UPS Ground: $11.95 E i Sales Tax: $0.00 3 Total: $58.43 E Payment:Authorize.Net: -$58.43 Payment: Authorize.Net Shipping Amount: $58.43 Shipping UPS Ground-Contractor,Trade, Retail- Method: (exclude Alaska, Puerto Rico, Hawaii) Order Notes: https://www.decorativefiim.com/mm5/Json.mvc?Store_Code=DF&Function=BatchReport_Run 33/50 decorativefi lms 3 CONGRATULATIONS! You have purchased the world's finest window film product and we guarantee complete satisfaction. Please inspect your order prior to install and note the following to ensure your order is complete: If you have ordered a quantity of more than 1 ft. then your order has been supplied as a continuous roll. I S (Example: If you ordered 2 you will not receive 2 pieces of film or two packages.) The film has been packaged so that it will fit into the smallest possible package. This reduces shipping costs. (Example: If you ordered a film that is 5 ft. wide and you ordered 2 ft. then the film will be packaged into a 2 ft. package and not a 5 ft. package.) Before installing or cutting your film order, please follow these steps to ensure the film is suitable for installation. 1. Inspect the roll and ends for any damage that may have occurred during shipping. 2. Read all installation instructions available from our website at www.decorativefilm.com/installation-instructions. 3. Make sure you have all tools needed for installing your Static Cling or Adhesive film. 4. All films do have a protective release liner that must be removed from the back of the film prior to installation. This is the side of the film that is installed onto the surface of your window. 5. Contact us with any questions or to report damage prior to install so we can correct the issue. No refunds or exchanges will be made after the film has been cut or installed. On behalf of the entire Decorative Films Team Thank you for the business and the opportunity to serve! Frederick,MD 21703 1 USA I Tel 888-657-5224 I 5 U RV EY Of LOT 4 I S.C.D.f[1,..�S. REF. RIO-18-0035 A5 SHOWN ON A CERTAIN SUBDIVISION MAP ENTITI ED"MAP OF LAUREL COUNTRY ESTATES" �L DR,V A r'RAW(1)F�� ��r _"7) IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY JUNE 22, 1970 A5 MAP NO. 5456 W V N 114 tO W N , MUST N '1TUATE : LAU REL Kf,&_r MlV► Murn �%vit6ft&ifsi TOWN : 50UTH0LD �; �-tSrEa N &MG11:LcA-nws W E SUFFOLK COUNTY, NY SURVEYED 02-07-2018 PROPOSED 07-31 -20 18 \ 5UFFOLK COUNTY TAX # 5 OOl70 C 1000 - 128 - 3 - 5 Vol�Pt,� 200• ° 0- yZ CERTIFIED TO: AUG -jj DOREEN ROMANO \ �-o pe05�� SUFI; I�O.H F PHILLIP ROMANO O�l� o a `roy�� ewe o�P �o 0�FlC OF t�AS7�" _'+�?I�►r,-` r 2 d Ei ; I 0°0G� SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL O g \\\ �� Q E is y of \ \ O O J �T3 ��O �cp O °- 0 \ 0 (L? �.\ �0� A �� 5� MSN• $O z o z_ T M oC U U `� r !- �\ w A2' �� 2 \ J W J m o }� oOE� I, 0.0 x,,, h ,.! � � `\ ',,,`5 5 20 � GRADE � QO V O n ,,- LLQ = r v m ~ vLLI ��O `�`\,, OL LOAM Z O p z O C) Z O DRAINAGE INS ARE REQUIRED 1 2 SANDYIy_ A 0 U p 7 O O�L� 3 Contact TOS Engineering at 765-Irtr be fo e t SW LOAM ~ N v ~ O z 2 O� Ln v �a W p ce t y 0°06 o�v P�� Backfill,OR Provide Engineer's Certificativ O s.5 - Q - U U a U. N 5� J���O that the drainage has been installed to Cod SANDY C'1 II02 O — a. OIx 0 4 � `!%A Q ��� SW LOAM Um � WX U � II ; X W a 1Z ��. ti�2 EROSION &SEDIMENT CONTROLS O Q _Q 0. tcs �_ W 0 LU — X O IL_I O •¢ a W Shall include but not be limited to: �y, H c\i _ F- Q Z I= t� V SM SANDY N M (� Lu x cn a A well maintained Construction Entrance, LOAM II II N 02/ II ^ 0 � o o N Wire Backed Silt Fencing,stabilization& �Q' I�� � W N N >- L>- N `- -_+ m } W Seeding of exposed and/or inactive soils TEST HOLE U Q N N w O Q C- ni ►�+ OW. 4 a av�ee O\\ B01/5/I80R Qz0 � N _- z >ONp to D Q W CJ 90 ttoC � LYLnU APPROVAL OF STOR ER MANAGEMENT o IY Lo on -- a- R-40 ZONING Cc>WMOL PLA 'T Code 2 fi NOTES: Unauthorized alteration or addition to a survey �r 0� �Z` map bearing a licensed land surveyor's seal is a MONUMENTFOUND JOHN C. E H LE R5 LAND -9 U RVEYO Date: O C violation a1 section 72C9, subt division io of the 20% MAXIMUM LOT COVERAGE '� C_ ` New York State Education Law CHAIN LINK FENCE ' A roved b '� Q DATUM NAVD 88 pP 7 � ' �Qw "only copies from the original or Lhis survey } VINYL FENCE NO SURFACE WATERS IN 300' y �+ marked with an original of the land surveyor's PROPOSE 1 00 GALLON SEPTIC TANK stamped seal shall be considered to be wad true G EAST MAIN STREET N.Y.S. LIC. NO. 50202 ELECTRIC OVERHEAD * copies" PROPOSED ' DIA. 1 2' DEEP LEACHING POOL survey Certifications acedIndicin hereon signify with tthe this ex- survey was prepared in accordance with the ex- Area = 20,000 S Ft. RIVERHEAD, N.Y. 1 1901 OFFICE: 631 -3G9-8288 isting Code of Practice for Land Surveys adopted �• Q by the New York State Association of Professional Land Surveyors Said certifications shat run only Area = 0.459 Acres 02U2 to the persn for whom the sui a is prepared, Je`Jurvey@optonllne.net -vs 5 and on his behalf to the title company.y p p G PHIC SCALE I"= 30' FO en- LANDS lal agency and[ending institution st d hereon.n and to the assignees of the lending institution Certifica- 18-106 tins arc not transferable to additional nstdutions SILT FENCE DETAIL-9 1/4"=1'-0" I&MAX.C.TO C. a oFRENCH DRAIN DETAIL b =w NOT TO 5CALE z &>- w—t EMBED FILTER CLOTH L `z GRADE _g S° MIN G'INTO GROUND —2 6°MIN. s}° CLEAN SAND 5OULDERAREA7WICAL EXISTING ASPHALT ROAD SURFACE NOTE: 3y .TI GRADE MAXIMUM DRAINAGE AREA ��0 ��O — — — 1/2 ACRE i 100 LINEAR FEETV_y III—III—III—III—I 11=�— V_ I I E I 1-1_I 1-1 11-1 11-1 W 1-111-11 - TEMPORARY CONSTRUCTION If CLOTH '" . • =�:�' SCALE 1 /811= I '-O" 10 =11 111= 0 ° o 50' MIN. UNEXCAVATED SOIL ° BUT SUFFICIENT TO KEEP SEDIMENT ON SITE I- b III 0 0,0 ' IIII-1 HAYBALE5 AND OR SILT FENCING I11= 0 q° FEII I_ III o III EIIIIE: ` .` • IIIII� � 111111 CLE N GRAVEL FILL �0/7 °a/ ANCHORING DETAIL c� luQ STRAW BALEoDI KE DETAILS z p 1/411=11-011 CL F O D — — — — — — N OLU L` =_° PREVIOUSLY LAID BAIT. //i/i/iW/i/i/i/ //i I 0 4'VERTICAL FACE FLOW HAY13ALE5 PLACED ON CONTOUR CONSTRUCTION ENTREANCE-FOUNDATION OF COMPACTED 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FILL TO 15" (MIN.) ABOVE EXISTING GRADE FOR DRAINAGE DRIVES AKE5 FEL PICKETS OR 2°xz°STAKES 1.5'TO 2'IN GROUND 'Unauthorized alteration or addition to a survey map bearing a lice CHAPTER 23G COMPLIANCE notation of section 7209,sub—division 2,of the licensed land surveyor's seal is JOHN C. E H LE R5 LAND 5 U RV EYO R STANDARD STO RM WATE R New York Slate Education saw' "Only copses from the original of this survey marked with an original of the land surveyor's DETAILS stamped seal shall be considered to be valid true copies 'Certifications indicated hereon signify that this GRAPHIC SCALE 14"= I '—O" 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 survey was f Practice it accordance with ad ted isting Code of Practice for Land Surveys adopted by the New York Stale Association of Professional RIVERHEAD, N.Y. 11901 Tel: (G31) 369-8288 land Sarwp'yorsso Said certifications shall run only to the person for whom the survey is prepared. O 5 I O 25 and on his behalf to the stile company, governmen— tal agency and lending Institution listed hereon,and Emall: resurvey@optonllne.net DWG 2 OF 2 t°the assignees of the lending Institution Certifica— tions ore not transferable to additional Institutions I CAST IROLIaCN IE OFG DE MANHOLE DETAIL CAST IRON CUERB INLET TO ADJUST I U BRICK MAY BE USED TO ADJUST CURB INLET I/4"= 1'-0" CAST IRON GRATERICK MAY BE EDFRAMETO51JRFACIE� CURB INLET DETAI L CAST IRON GRATE FRAME TO SURFACE ELEVATION A MAXIMUM OF 12 INCHES I/4„—I,-O” ELEVATION A MAXIMUM OF 12 INCHES GRADE REINFOGCED 4 000 SS1 WPIC ______ _ __ SLAB DETAIL REINFORCED 4 000 P51 PRECAST 1/4"=I I-011 CO E BASIN - j,- STANDARD STEPS - --' 16°O.C.-TYP. — REINFORCED 4 000 PSI TRAFFIC REINFORCED TRAFFIC BEARING CONCRETE SLAB N E SLAB NOTE:THICKNESS AND REINFORCEMENT FOR 501L FROM 5'-0 " AND TRAFFIC LOADING BY AN ENGINEER 48 REINFORCED 4 OONCCA CHBPSA51NPRECAST TO 2O'—O" e' MIN. �TLj a"0 MN.6°WASHED MIN 6°WASHED S E BEDDING EB G TYPICAL SECTION 0 LEACHING POOL TYPICAL SECTION 0. LEACHING POOL 1/411= I'-0" T 1/4"= 1 1-01 1 8°THICK REINFORCED CONCRETE RATE RA 8°THICK REINFORSED CONCRETE 24"DGMETE FCASMERON TRAFFIC BEARING 5 24"DIAMETER CAST IRON 2°ASPHALT ROAD SURFACE ON NIST GRAT&FRAME GRASS SHOULDER AREA TYF. 4°COMPACTED RCA BLEND TYP. C ST CONCRETE CHIMNEY 2 2 0000 ❑ ❑ V31col �. W -��Ij11111 ,mss ❑ 0❑ 0 ❑ 0 -III-I 0000 ❑ ❑ ❑ ❑ 00 ❑ ❑ ❑❑ ❑ ❑ ❑ �,ex —III ;;_ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑❑ ❑ ❑❑ ❑ ❑ ❑ 0 0 ❑ ❑ s _ ' ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ;'w` III III 00000000 0 El 11 ❑ III 161 TRAFFIC BEARING DRAINAGE PIPE TY?. W -III ❑ ❑❑ ❑ 0000 I i- III-III ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ III-i III-III ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ � III ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Y' ;;✓ -III- ❑ ❑❑ 0 ❑ ❑ 0 I-III= IIIIIIIII 0000 ❑ ❑ ❑ ❑ IIII=� i=1 I I I I-III- _ 30000000I- z -III : ; ► - =III I I I l i l l l l GROUND WATER 101 DIAMETER 4'DEEP PRECAST CONCRETE LEACHING RING, GROUND 14 ry WATER I O'DIAMETER X 4 DEEP PRECAST MIN. DIAMETER MIN. CONCRETE LEACHING RING. CLEAN SAND€GRAVEL FILL MIN DIAMETER MIN. CLEAN SAND$GRAVEL FILL 'Uncuthonzed alteration or addition to a survey map bearing a licensed land surveyor's seal is a CHAPTER 23G COMPLIANCE violation of section 7209,sub—division 2,of the JOHN C. E H LE RS LAND S U RV EYO STANDARD STORM WATER New York State Education Law' Only copies from the original of this survey marked with ll original a the land surveyor DETAILS stomped seal shall be considered to be wild true co tes' for Land S 'Certifications Indicated hereon signify that this GRAPHIC SCALE 114 1 '—O" t, G EAST MAIN STREET N.Y.S. LIG. NO. 50202 sang Code of Pwoe prepared v accordance with the ted Isr, ractice urveys adopted by the New York State Association of Professional RIVERHEAD, N.Y. 1 1901 Tel: (G31) 3G9-8288 Loco Surveyors Said certifications survey shall run only to the person for whom the survey is prepared. O 5 I O 25 and on his behalf to the title company, herernmen— tot agency and lending institution listed Hereon,and Ema1l: Je5urvey@optonline.net DWG I OF 2 to Lhe assignees of the lending Institution certifica— tions are not transferable to additional Institutions 1 I - 5 U RV EY Of: LOT 4 - ' S.C.D.t1.5. REF. RIO-18-0035 AS SHOWN ON A CERTAIN SUBDIVISION MAP ENTITLED'MAP OF LAUREL COUNTRY ESTATES' A' FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY JUNE 22, 1070 AS MAP NO. 5486 N SITUATE: LAUREL TOWN : SOUTHOLD ¢ w e E 1 N- 5UFFOLK COUNTY, NY SURVEYED 02-07-2018 PROP05ED 07-3 1 -2018 SUFFOLK COUNTY TAX # .� 5 �Ot O 1000 - 128 - 3 - 5 LO N� O• O CERTIFIED TO: NPCP ` 2 ;"a`, ZA z° DOREEN ROMANO ' 0 �, too e�°e a P�' L' o UFF o HEALr Z.r; 4 � w PHILLIP ROMANO �t� ,"p'•, �e• o F WASTIC_ _- 00 0Gt 20 58 5 Na N� t� L1 SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL L�26 rG C� w t O LL GG N [� O O CP \ O Z m� N��`�A w �O (L Q— o` \,o A ?� g1 MSN �N_13o� ��,2 Z Z CS > r w A25 � \ W J 5,52IiQ > ® 0GRADE X Z(L Q W. W O IF- ?1 i i OL LOAM Z L Z Q 0 O ® M W 0 2' --- O O SANDY t tD_/ P- 0 0 2 y 0a�f � ,� SW LOAM g � � Q - g � _ lO asp p ® 0 5.5' - `� N Q F- 2 ® LO 0 4e- X Z Q 5�Qo0�2 Q��GP��R �Q SANDY -cc -'� ® cc Z N Qv0 �P SW LOAM Q N W X Q Lo II U-1 x ®' a '`� z9 e ` U m — > U � � ca, � 7. W O H X N 0 E— Q O D Z W CO SM SANDY nm tJ� w X m ® a - ' LOAM �- II Q it U LM - 17 W NN w >- - N C9 �.a � �, I � � TEST HOLE C9 � cn N � Q N w a �� e osi25i 01/25/18 IL ? � CO z w `� > (' IL IL O O � � Lf)0 U0 C) Dom — a NOTES. A ^ R-40 ZONING F map bearing alteration or addition s o survey MONUMENT FOUND JOHN O H N ( . E H LE R5 LAND 5 U RV EYO R G ®• N�.�9. map bearing a licensed land surveyor's seal ,s o �J ' 1 I V \\\.../// 20% MAXIMUM LOT COVERAGE �V C. �'7 violation of section �2og, sub-division 2, of the New York Stale Education Law." 0 - CHAIN LINK FENCE �� DATUM NAVD'88 � �@0 � �� "Only copies from the original of this survey marked with an original of the land surveyor's p— VINYL FENCE NO SURFACE WATERS IN 300' �' N stamped seal shall be considered to be valid true G EAST MAIN STREET N.Y.5. LIG. NO. 50202 ELECTRIC OVERHEAD PROPOSED 1000 GALLON SEPTIC TANK * Ny copies PROPOSED & DIA. 12' DEEP LEACHING POOL ,/ "Certifications ed hereon signify that this •y survey was prepared In accordance with the ex— Area = 20,000 S Ft. RIVERHEAD N.Y. 11001 OFFICE: G31 -3G9-8288 isting Code of Practice for Land Surveys adopted �• s Q by the New York State Association of Professional Area = 0.459 Acres �. O Land Surveyors Said certifications shall run only GRAPHIC SCALE 1°= 30' je5urvey@optonilne.net �,s� 50202 to the person for whom the survey 90 ernmena and on his behalf to the title company, D�qNp S P tal agency and lending institution listed hereon, and to the assignees of the lending Institution Certdica- 18-106 tions are not transferable to additional institutions 1' 5URVEY OF LOT 4 5.C.D.H.S. REF. R10- 18-0035 A5 SHOWN ON A CERTAIN SUBDIVISION MAP ENTITLED"MAP OF LAUREL COUNTKY E5TATE5" 1 FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY JUNE 22, 1970 AS MAP NO. 5486 I O 51TUATE: LAUREL TOWN : 5OUTHOLD _126)Bacon w E 5U FFOLK COUNTY, NY SURVEYED 02-07-2018 PROPOSED 07-31 -2018, 09- 17-2018 p\ FOUNDATION LOCATION 10-2G-2018 Z SUFFOLK COUNTY TAX # � 5 00.0 D 1000 - 128 - 3 - 5 CERTIFIED TO: DOREEN ROMANO `ZO"� >vo N\��0 \�o PHILLIP ROMANO o 2O , w ya \ \ O \ ^\ \ w w \ Z o\ 7 y\ \ a2 p Q Q��r T' w R a N r \ e ZOO OOt 6� oti O , 0 7 o o \01 � 3 �OG � D OCT 2 9 2018 BUILDING DEPT. �P TOWN OF SOUTH,OLD � a� Q� NOTES- Unouthon:ed alteration or addition to a survey /� R-40 ZONING C� �� map bearing a licensed land surveyor's seal is a ® MONUMENT FOUND JOHN ( E H LE R5 LAND 5 U RV EYO f� ® violation of section York sub-division Education i of the CHAIN LINK FENCE JOHN v 20010 MAXIMUM LOT COVERAGE ��y ` �',EH/� ®t New York Stale Educaticn Law" DATUM NAVD'88 ! ��C)� l (P "Only copies from the original of this survey 1— VINYL FENCE marked with an original of the land svveyor's NO SURFACE WATERS IN 300' i! 12Lstamped sea shall be considered to be vchd true G EAST MAIN 5TREET N.Y.S. LIC. NO. 50202 ELECTRIC OVERHEAD 1 copies" "Certifications Indicated hereon signify tnat this survey was prepared in accordance with -he ex- Area = 20,000 5 Ft. RIVERHEAD N.Y. 1 1901 OFFICE: G31 -3G9-8288 fisting Code of State far Land Surveys adopted Area = 0.459 Acres s Il �j� � �� by the Nveyorsew Stale Association of dl rinsiony resurvey@optonhne.not Land Surveyors said whcerom the sureions shill re only I' to the person for whom the survey is prepared, GRAPHIC SCALE "= 30' ivs 502 i and on his behalf to the title company, governmen- tal agency and lending institution listed hereon, and to the assignees of the lending institution Certifica- 1 8-10`2 tions are not transferable to additional ns-ituhons 5 U RVEY Of LOT 4 0`7 ' 5.C.D.H.5. REF. RI0- 18-0035 AS SHOWN ON A CERTAIN SUBDIVISION MAP ENTITLED 'MAP OF LAUREL COUNTRY ESTATES" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY JUNE 22, 1570 AS MAP NO. 548 –]`� t ` 51TUATE: LAUREL _ OCT 1 5 2019 TOWN : 50UTHOLD w e SUFFOLK COUNTY, NY SURVEYED 02-07-2018 PROPOSED 07-3 1 -2018, 09- 17-20 18 �\ S FOUNDATION LOCATION 10-2G-2018 ti FINAL SURVEY 09-05-2019, 09- 10-2019 SUFFOLK COUNTY TAX # ?00. Y o� 1000 — 128 — 3 — 5 p� G G CERTIFIED T0= 0�v�"P O .7 .0NAG 6\ UGNS DOREEN ROMANO Q°O PHILLIP ROMANO N y5 Y \w O GP• � G � Ac �c� 8a- o5 OVERIeADWfRCS� �O tt� A2- > 2 \ - w �l O �\ Qvv PGO ft ` 200 00 6, y OZ O . SUFFOLK COUNT Y DEPARTMENT OF HEALTH SERVICES 7�o � 0- ° 0 6�ZQ"� VO-� 3 O APPRO'lIAL OF CONSTRUCTED TORICS FOR 7 A SINGLE FAMi RESIDENCE ll�P Date l9ff 2010 H.s.Ref.Nro. 0 - ,— 0035_ `ZN v !'The S€% 90 d%0SP,a'Ird\''icttcr ssuppl;F find tie at this I.-c tion have been InspeccA, �:a:ior cart=fled by Lhi��:-3fjr..rnerif Or Ot'—f- Q^ ' � U d to ... is `8i3f9 fQ n be sa.1zkiictcry FOR ANLVWv.1Ub1 0�; BEDROaC3M& Craig Knepper, P.E., Chief fQf_fi c)tWastm,-#eLMaoa ement NOTES "Unauthorized alteration or addit,.n- -a+survey'11 flfo ■ //++ �� N �� map bearing a licensed land surveyor's seal is a MONUMENT FOUND I JOHN I ( E h LE RS LAND SURVEYOR violation of section 72o9, sub-division division 2, of the 0 CHAIN LINKFENCE J I V v �� G EH � �yc�'� New York State Education Law" 1 Lcc,�, "Only copies from the or of this survey _ marked with an original of the land surveyor's El VINYL FENCE ,Q �1 C� + stamped seal shall be considered to be valid P G EA5T MAIN 5TREET N.Y.5. LIC. NO. 50202 1_= "Certifications indicated hereon signify that this survey was prepared in accordance with the ex- Area = 20,000 Sq. Ft. RIVERHEAD, N.Y. - .Y 1 1901 OFFICE: G31 -3G98288 ! _ � ;1� �= fisting Code of Practice for Land Surveys adopted by the New York State Association of Professional Area = 0.459 Acres ! �j excc , 0 Land Surveyors Said certifications shtll run only �e5urvey@optonlme.net n� �f� to the person for whom the survey is prepared, GRAPHIC SCALE In= 30' `SC 5G20 1�� and on his behalf to the title company, governmen- r�' tat agency and lending institution listed hereon, and to the ass' institution of the lending stituon Cer4fica- {1 18-106 tions are not transferable to additional institutions WARNING: IT IS A VIOLATION OF THE oa LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN rd ITEM IN ANY WAY, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX APPR VIED AS NOTED TO HIS/HER ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE DATE: g p # 3� DO N01'PROCEED WI f LT THE DATE OF SUCH jALTERATION, AND A SPECIFIC FR/',I�"J1, UNTIL SURV �ESCRIPnON OF THE ALTERATION. FEE: ,02 BY: NOTIFY BUILDING DEPART OF FFOUNnA'rION LOCAT )MERED BY: 765-1802 SAM TO 4 PM FOR THET HAS REcI f APPROVE[ DATE: _- = CONT. RIDGE VENT FOLLOWING INSPECTIONS: SIGNATURE: 1. FOUNDATION - TWO REQUIRED OCCUPANCY OR DESCRIPTION OF ALTERATION: FOR POURED CONCRETE 2. ROUGH -FRAMING & PLUMBING 3. INSULATION USE IS UNLAWhL _ 4. FINAL - CONSTRUCTION MUST WITHOUT CERTIi G T DECO BRACKET 12 BE COMPLETE FOR C.O. %ARCHITECTURAL Q3 ALL CONSTRUCTION SPALL MEET THE OF OCCUPANCY SHINGLES REQUIREMENTS OF THE CODES OF NEW COMPOSITE WOOD ARCHITECTURAL YORK STATE. NOT RESPONSIBLE Foil 12 8'-0" CL6. HT. BONUS ROOM BARN DOOR DETAIL SHINGLES DESIGN OR CONSTRUCTION ERRORS. --- REV: 12 12 12 12 12 DORMER BEYOND 12 12 o COMPLY WITH ALL CODES OF o I NEW YORK STATE & TOWN CODES BOARD 24410 CO AS REQUIRED AND CONDITIONS OF Blower door AND ATTENand ductwork �81II1i LD TOWIJ ZBA 10'-0" HEADER HT. 10'-3" RAFTER BEARING 1,1 „ '", I 1 , f?% p testing required, 9'-0" PLATE HT. 9'-0" PLATE HT. 10" TRIM BD. F.F.L. BONUS ROOM S9�T+lak�$#�dTf?pS*rL+cES 9'-0" 6.6,0A6L CL6. HT. 1 Must provide Ma uals 7'-0" TOP OF WINDOWS (TYP.) 4, D, J and S as 'r NYS Energy C de - PLUP4BER CERTIFICATION co ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY CID SOLDER USED IN WATER `r Ll If 11111SUPPL Y S YS TEM CA NNO T = FINISH FLOOR LINE FINI5H FLOOR LINE EXCEED 2/10 OF I% LEAD. Z T1 I - FL. GARAGE — W PUXIB INO ALI:PLtjM6,'NJG WASTE &WATB�? LINTS NEED 1a-1 < TESTING BEFORE COOVER!NG 1 1 —I z ml� I I \ / ELECTRICALFROI T LE Y T I ON INSPECTION REQUIRED �_-1 SCALE: 1/4"= 1'-O" ..n z O i r�aU.:S FLACAE3o!N" RIo07r-r) v ,' Q U] LU O 0 O J fy D'8Ai"JAGE INSPECTIONS ARE 111:011.111!70LL Contact TOS Engineering at 765-15"0 before3 Backfill,OR Provide Enntneer's Certlficatlon th-1 the&.-Fw ^^ has been inst:,,'!e�d to Co&-. W All exterior lighting 0 IY CONT. RIDGE VENT — -_- 4 Z instaTled,replaced or -_ f--p^fired tlmll conformto CONT. RIDGE VENT - _ � theha Vr17d J _ - TomCo e w -_ WOOD FRAMED CHIMNEY W/ CULTURED STONE 1� 3 12 ARCHITECTURAL SHINGLES U 12 r4 12 aj L� DORMER BEYOND 12 .� O BBOARND❑ 24410 12 12 Q O 9 9 .. 10'-3" RAFTER BEARING 10" TRIM BD. 9'-0" PLATE HT. F-+ -I O a� 7'-0" TOP OF WINDOW. (TYP.) — O D z 3 IL O 00 00 SE#' LLLo FINISH FLOOR LINE 1� 17 9 �i 1 11 1� 11 1 11 j I h i ii 11 11 11 Fr a.• •�' � `<,... {, ��.�v I V V USC... pl� u)L)oj 60 allBY: exon - �Q'Zl�r? DATE 08/25/18 REAR ELEVAT I ON � v,'aGe -� � • I P� e� to-2, n SGALE: I/4"= I'-O" Wkwt retut�zj Of- 8 s I, WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ALTERED BY: DATE: 12 - - - SIGNATURE: 9 D —_ — DESCRIPTION OF ALTERATION: CONT. RIDGE VENT 6-0" CLG. HT. - BONUS R OM Rte ARCHITECTURAL • SHINGLES O c I r 10'-3" RAFTER BFARIN F.F.L. BONUS ROOM O = 9'-0" GARAGE GLG. HT. z cz co w m cz c m � I - FINISH FLOOR LINE FINISH FLOOR LINE Z - - J F.F.L. GARAGE ` J CULTURED STONE L AS SELECTED BY OWNER I ' I RIC-7HT S ELEVATION Q z SCALE: 114"= 1'-0' Z / O V QLu J-1 > O 1-1--1 A Z LLJ W 0 Qi VINYL GABLE VENT CONT. RIDGE VENT CONT. RIDGE VENT - - W l(1 12 N a9 ARCHITECTURAL 12 I, „'I D SHINGLES 9 BOARD AND u BATTEN 1;�l u -J ,� O CV O U .1 M 10" TRIM BD %-j. 10�-0" HEADER HT. �-!� - A E HT ( ) 9'-0" PLATE HT. cn � H 00 z 0 Q W m W BD AND LL BATTEN LL NT SEAL c fl co FINISH FLOOR LINE `. CULTURED STONE AS SELECTED BY OWNER DRAM B I • LEFT SIDE ELEVATION 08'25'18 SCALE: 1/4"= 1'-0' 0 OF 8 f. WARNING:; IT IS A VIOLATION OF THE LAW FOR ANY , UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY, IF AN ITEM BEARING THE SEAL OF AN a D \ / C ARCHITECT IS ALTERED, THE �U I L_D I NG INFORMATION AE35ISE V I AT I ONS ALTERING ARCHITECT SHALL AFFIX 28'-4' 23'-4' TO HIS/HER ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE BUILDING SQ. FT. A.F.F= ABOVE FINISHED INT= INTERIOR AND THE DATE OF SUCH FLOOR MIN= MINIMUM ALTERATION, AND A SPECIFIC 2'-4' 9'-2' I I'-10' I st FLR. (LIVING AREA) = 2,1 S.F. ALT= ALTERNATE NTS= NOT TO SCALE DESCRIPTION OF THE ALTERATION. BD= BOARD I#= POUND OR NUMBER ALTERED BY: 2nd FLR. BONUS RM. (UNFINISHED) = 395 S.F. CJ= CEILING JOIST OC= ON CENTER DATE: 210410 (•) 210410 ( ) ` CLG= CEILING OH= OVERHANG SIGNATURE: 2 - 2" x 8" 2 - 2" x 8" SUB-TOTAL = 2,5r 65 S.F. COL= COLUMN OPG= OPENING DESCRIPTION OF ALTERATION: LINEN DR= DOOR PL= PLATE EXT- EXTERIOR P.T= PRESSURE TREATED 15t FLOOR (GARAGE) = 580 S.F. FAI= FRESH AIR INLET RR= ROOF RAFTER D D COV'D. PORCH = 426 S.F. FJ= FLOOR JOIST SD= SMOKE DETECTOR FND= FOUNDATION SR= SHEETROGK �60 _� TOTAL = 3,571 S.F. F•PS.G= FIRE PROOF SELF CLOSING TEMP= TEMPERED 9'-0' 4' T05= TOP OF SLAB FT= FOOT OR FEET OR SUBFLOORING ap \ I FTG= FOOTING T.O.WL= TOP OF WALL I i .� GL= GLASS TYP= TYPICAL x I , GDR= GIRDER W/= WITH Cp6 1 o GYP= GYPSUM W/0= WITHOUT REV: N �p 1 / JET O HD= HEAD MSTR. BEDRO M I N TUB �, ELECTRICAL LEGEND HT= HEIGHT WD= WAOOD A6 , / \ "t HDR= HEADER (L WWM= WELDED WIRE MESH / N S3 THREE - WAY SWITCH 21041 (+►) 210410 (+) QO// 1 1I1 In S SINGLE POLE SWITCH a 2 - 2" x 8" 2 - 2" x 8" —N O 2" x 8" C.J. a ' DIMMING SWITCH _ SD 5D / @ 16" O.C. N - - - - - - - -DN- - - - - - - - - - - - co m 0 2" x 8" c.J. _ — — — — — — — — — — __2R_ — — — — — — — — — — — / m I O DUPLEX RECEPTACLE, 120V, 20A 16" O.C. 3 - 1-3/4" x 11-7/8" M.L. HEADER I 4-6 c 9'-8' 9'-8' 4--6 �pip� LINEN �GFI DUPLEX RECEPTACLE, 120V, 20A; WITH GROUND FAULT INDICATOR DUPLEX RECEPTACLE, 120V, 20A; SUBLETTER 'WP" INDICATES REAR PORCH I I r z WP WEATHER PROOF. Of Ld BEDROOM - 200 o O `\� 5D I 0� I LIGHT FIXTURE (AS SELECTED BY OWNER) x 4' 12'-4' 4 N 28'-4' 4' '-0' I 9'-0' 7-0 3 O SMOKE DETECTOR SD (LINE VOLTAGE CONNECT TO HOUSE WIRING) x � x I m N .C` N \ I �` W.I. CLO. L.R. ' GM CARBON MONOXIDE DETECTOR co SD X42 I (LINE VOLTAGE CONNECT TO HOUSE WIRING) p / FWH2968 p O FWH2968 226 N p`� 60 2432 — 2 N I 0 0/ — �86g �v2 2" x 10" HDR. 2" x 10' HDR. asp H R. CT I 1 2 -�2" x 8' 2 - 2" x 8" I - /s — el?i ,W L—6Fi GI I I p Z O O b J CL. L.G. N�6 I _--- — LH 0� II Z �- � � / !Y 4'-4' 1'-8' 4'-0' 1'-8!I 4' i' 8 10'-4' ( 4'-2• --—-- , I I'-4' --—-- 7-2' N D m " OO / -- D0 N O/ O MUD RM. •� N o i 00 / yoiuti:alllmw uonoa / I UP -- N N V ---- 15R \ r. SD/ - - N © - — 000 V O ( cT " �. x D LANDING Ul HAL G 'EA GFI DN p Q fV o = VA LTED O 13R N 12 I o Q O o ® ' 0 � 5� om 3 _ J_ _ �i� w ,� m N I_-71 BATH 2 Q6 c5 GM x— 11-3/4.. x= 1 ., M.L. ,I s — — \ RIDGE O N o-j N ' z �JJ ( n O L -� Cp c� o / I O o � _I v I N N I N 1 1 O J 0 v / co '' I = �� / �� / ' ®I 0 GTI GT — `3O 4. . W O Z o LH / N 'ZERO"= LE' ANE J - Oo — — CF 09 — 'v — D N 0 DIREGI` VENT WOOD r 1RE G / L — — — 6� \ 3-0 12 1 AS SEL_ CTED IBY c�WI� R I WORK BENCin H L — — — (� w I z • j � DN O !L- DN I 0 KITCHEN I I6FI O/' 15R O 0 /'svaiomamliuu�ura � � Qp _x p (VAULTED) o �J N O `� 2© 1212O.C.J \ � / (V I O 0 � 3--k 2,-0 x —--—-- / -- 0 I or - � f RLF. 11-7/8" TJI 360 U w — GL. / I E-ENGINEERED 344'-O' I~-U I I J OOR JOISTS Q Q N I / J 2 - 2" x 8' \ 2 - 2" x 8" 3 - 1-3/4/x 11-7/8" M.L. _ _ HEADER CT / U — — — — — — —— — — 2868`\ w � I W J 2 "—_. 2 - 2" x $; TW R G 6E b ,r 10 r, I > PANTRY E R D PA AL _T -H = O /SD Q �I I E G F GA J - 1L IU ci (o O ; 5/8" T E 'X" G SUM b Q v IUNFINISHED / z � z �/ tY /cl —- j0 j � o� > Iaa BOAR S PER NYS - GFi 0 I BONUS ROOM 0( w IN G RO M � J xlb �p J I1�SULAT ALL WI R=15). N I a o N 4' 12'-4' v Lu I o 7-8' I 18' 12'-0" U N 7-8' U -8r 4� +I = o \ - x I w BEDRO M 3co of I N p Q 1 I Ln 2-2"x8" I �" cv I� N FOYER \ I I =_ / I ✓tea► 2032 J 0 - = OO I m I r- - - 1, ID 0 m 2 - x8" 2 - 2" x8" 2 - 2" x12" 1 2 - 2" x8" 2 - 2" x8" 21 56 ( ) 0 21056 ( ) 21056 o B j j B B I Q Q /B\ •� I I = 2" x 10" C.J. _ --- xl I � � G © 16" O.C. G A6 A6 �6 0 l N i i N �6 _"f0 0 X O __-- ---_` FRONT PORCH p XI I Z I I I U Q A6 I I I. 0� -�� : I i l A6 I I J �, = I I +, = I u Q "' o .0 N ------- N -- - 2 - 1-3/4" x 11-7/8" M.L. HEADER - �I - - I- I I'�I '•--1 7-4' 7-4' - - -- -- .,.. -I I I b'-7 - 2'-I I' - - — o - - 2 - 2"- x $" - I .,� d - - - - -I lf• p — — — 3 - 2"—x—12" CONT. HDR. — --(L — — " — — — X u r-1 � _ _� — 16080 O.H. DOOR 210410 � y.., � 4 cn A 00 I---•� o u SEAL F I RST FLOOR FLAN E30NUS ROOM FLOOR PLAN SCALE: I/4"= 1'-0' SCALE: 1/4"= I-V PLAN PLAN NOTES: WINDOW NOTES: DRAWN BY- JLM TB 08/25/18 I. PROVIDE HEADERS NOT INDICATED ON DRAWINGS OVER ALL DOOR E WINDOW OPENINGS. I• ALL EXTERIOR WINDOWS SHALL BE MANUFACTURED BY ANDERSEN, SERIES 400, AS SPECIFIED IN SGHEDUILE. GLAZING SHALL HEADERS ARE TO BE EQUAL TO FULL WIDTH OF FRAMING (MIN. 2 — 2'x8'7 BE INSULATED TYPE HIGH PERFORMANCE LOW—E. PROVIDE STANDARD INSECT SCREENS FOR ALL OPERABLE WINDOWS. PROVIDE STANDARD WINDOW HARDWARE — COLOR TO BE WHITE. 2. INSTALL PRE—FAB FLUES IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND LOCAL CODES. MAINTAIN MINIMUM 2. WINDOW UNITS SPECIFIED THUS (*) SATISFY THE REQUIREMENTS OF SECTION R510 (EMERGENCY ESCAPE AaND RESCUE OPENINGS) Q CLEARANCES TO FRAME CONSTRUCTION AS PER MANUFACTURERS SPECIFICATIONS. OF THE RESIDENTIAL CODE OF NEW YORK STATE. THESE UNITS MEET OR EXCEED A NET CLEAR OPENIN(5 OF 5.7 S.F. (5.0 S.F. ZZ 3. FIRE RETARD PARTY WALL F CEILING OF GARAGE WITH 5/8' TYPE "X" GYPSUM BOARD @ GRADE), A MIN. CLEAR OPENING HEIGHT OF 24-INCHES AND A MIN. CLEAR OPENING WIDTH OF 20-INCHES. AS PER RESIDENTIAL CODE OF NEW YORK STATE. INSULATE WALL WITH (R=15). OF 8 I' WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY, IF AN ITEM FOUNDATION NOTES BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND I. ALL EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE EXCAVATION IS THE NOTATION "ALTERED BY" BEGUN. EXISTING UTILITIES SHALT_ BE LOCATED AND PROTECTED OR REROUTED AS REQUIRED BY FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH EXCAVATION. ANY OBSTRUCTION,ENCOUNTERED DURING EXCAVATION, SUCH AS UNDERGROUND ALTERATION, AND A SPECIFIC 64'-8' UTILITIES, CESSPOOLS, ETC., SHALL BE REPORTED TO THE ARCHITECT AND WORK TEMPORARILY DESCRIPTION OF THE ALTERATION. SUSPENDED, PENDING INSTRUCTION TO PROCEED. ALTERED BY: 2. FOUNDATION UNITS SHALL BEAR bN THE SUITABLE BEARING STRATUM HAVING AN ALLOWABLE DATE: BEARING CAPACITY OF 1.0 TONS PER SQUARE FOOT. IF OTHER SOILS ARE ENCOUNTERED, LOWER SIGNATURE: BEARING VALUES ARE TO BE ASSUMED AND THE FOUNDATION MUST BE REDESIGNED. 26-4' 23'-4' DESCRIPTION OF ALTERATION: 5. MAXIMUM SLOPE BETWEEN BOTTOM OF TWO ADJACENT FOOTINGS SHALL NOT EXCEED 2 HORIZONTAL TO I VERTICAL. 5-4' 12'-4' 5'-8' 4. CARRY OUT CONTINUOUS CONTROL OF SURFACE AND SUBSURFACE WATER DURING CONSTRUCTION 50 THAT FOUNDATION WORK IS DONE ON DRY AND UNDISTURBED SUBGRADE MATERIAL, AS APPLICABLE. 5. BOTTOM 0'-3' OF EXCAVATION FOR FOOTINGS SHALL BE FINISHED BY HAND SHOVEL. 3216 —� 5216 — 6. ALL CONCRETE WORK SHALL CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF AGI-301-0I a °° 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS' (Fc'=3000 PSI); ALL EXPOSED SLABS, °. 4 GARAGE SLABS, AND STEPS SHALL BE 3,500 PSI AIR-ENTRAINED. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60. REV: D BEAM I D 7. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONTOURS. POCKET jmw.l ° b 9'-4' 9'-8' 9'-4' A6 $' I II'-0' II'-0' 8' 8• ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AISG 'SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. STEEL SHALL CONFORM TO ASTM A-572 (GRADE 50) AND A-501. co .I A I FT7 I ° EXT. FRAMED WALL CONSTRICTION ° - - - - - - - - - - - - - I °° I "STAK-WELL' OR FLOOR CONSTRUCTION 4 r "SGAPEWEL WINDOW WELL SYSTEM AS MFR. BY ° — — — — — — — — — — I I I BILGO COMPANY OR ' APPROVED EQUAL 4O/4r (SEE DET. A/A4) T (CLEAR) co ° _ ALUM. DRIP FLASHING 'PRE-ENGINEERED I I I I I - FLOOR JOISTS r J BILGO POLYCARBONATE WELL DOVER w UNEXCAVATED ( \� I I/2" GYP. BD. TAPE f SPACKLE FINISHED GRADE LINE APPROX. 3" BELOW Z Q i o 00 PORCH SLAB ON GRADE I — I WELL SLOPE GRADE AWAY FROM WELL co R-50 BATT INSULATION W L� 1 \ I 1=1 I —I 11= x I 1111111111111 LH < I ° I _ _ 1 I ° � — III-TTI , 1 BILGO STAK—WELL' v 2 - 1-3/4 x 11-1/4" M.L. FLR. JST. t� 1 _ � cv 400 SERIES z — ALIGN W/ WALL ABOVE ` ,0 °° °° °� ° ° �v I m ANDERSEN TH5046 III: DOUBLE HUNG WINDOW 1= ESCAPE LADDERul ' I BEAM BEAM w BEAM I 1 I ° I IIII: (WHEN EXIT HEIGHT EXCEEDS 44") POCKET POCKET m POCKE� III GRAVEL BASE Q 8' 12'-2' �• 3 (—n 7 7-2' I N = Z �1 I "— QI — -_ — III: 3rim SW STL. COL. ON m 1� m �'' GM /DOUBLE r FLOOR JOIST °.° = Q ° 1 W 1 1 T_ - x i-1 —III—I „ u 1 Q W/X 50BARS @ TOTE/W - • SD I I I I I I I I I 1= ' — - - =1 O ° I I L V I I :° I I IAd I II�I I I-1111111—_— III 1= 2x8 P.T. WOOD WINDOW BOX FRAME O (TYPIlCAL OF 8) / I f I It I I ( a v _ --- II:—III- I-111_111—II UP II II iv I I _III—III—III_ I I I I I I .1 I I III I �1 I I I=I BEAM 13R I I I I ml I I ''� I I � I- / POCKET N — — ° — 8" P.GONG. FOUNDATION WALL (Y O L 11--III BASEMENT �� I 1-1 I,-1 I -11111 I III 1= / (FINISH UNDERSIDE FIRE OF WALLSAErGEILNG I I P.GONG. _ J STOOP ° _ ° OF Fiji. W/ )y S.R., TAPE e SPACKLE) ( III d' ' III— l� ABOVE FURNACE/HWH ul r — —'— — — — — =I I —_— — — I=1' O 1 ' I I W/ 5/8' TYPE 'X" GYP. BD. L i2" x 12" F.J. ® 16" O.C. _ II ; I L� J • (TYPICAL) i 1 I LH 1-3/4" l �ELL DETAIL w I ° UNEXCAVATED I �i SCALE: 1/2"= 1'—O' 2 - 1-3/'4" x 11-1/4" M.L. FL JST. � — — �� — — — — � — I Q — _ — — _ _ — — — — — - GARAGE SLAB ON GRADE I I In ALIGN W/ WALL ABOVE 3 - 1-3/4""\ x 11-1/4" M.L. FLR. JST. .ALIGN W/ WALLS ,ABOVE / \11 I a 00 �x �X ° ILd / co Aj Q3 WOOD GIRDER (SEE PLAN FOR SIZE) O *cou Ln BEAM BEAM I ° I 4 I 8' I 22'-0' I 4- �O011 POCKET POCKET ° �J I DROP TOP OF FOUND. I I I I 1-4 �� ° I S WALL AT DOORS BLLOW FOR 6' I/2' GAP PLATE C/) 00 G I L w UNEXCAVATED I G I TO HAUNCH SLAB I �--� 0 c� I o 'c PORCH SLAB ON GRADE I A6 I I T � I 0 its I A� I I I I 3n' m SW STL. COL. I ' j I ° . .a• — TOP OF SLAB � -1 __ __T -1 � . - - - - - - - - - - - - - _ _ _ I TOP OF FTG. z I I In' BASE PLATE 4 A6 a a I. NON-2HRINaK GROUT. al I d ° 4 - I/2' DIA. ANCHOR BOLFS # p' ,' i, F d d 4 v I a = 5'-10' 22'-0' 5'-10' 7-8' 23'-4' d �' d ,�• REINF. SEE PLAN FOR SIZE BY. J T'I ATI= 08/25/18 m BASEMENT / FOUNDATION FLAN ZSC_ TS . GOA . G01�11�1 . D�TAI � d 0 SCALE: 1/4'= 1'-0" A OF 8 WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY, IF AN ITEM 4' 4' 3' 3" BEARING THE SEAL OF AN ROOF VTR VTR VTR VTR I ARCHITECT IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE NOTATION "ALTERED BY" _ � - - _ - -- - - FOLLOWED BY HIS/HER SIGNATURE - - - - - 7 r - - - - - - AND THE DATE OF SUCH Ld o I IALTERATION, AND A SPECIFIC 1 p I BATH 3' 3' M5TR. BATH DESCRIPTION OF THE ALTERATION. 1 I I 1 2' V 2' ALTERED BY, 1� i - - - - - - - - - - - �1 2" V 2' DATE: = I I ( =1 2' V SIGNATURE: 1 I(D I I I ZIT 2' V I V V 2" V I V V I n V 2' V DESCRIPTION OF ALTERATION• I I Q I Of I I 2• V KITCHEN SINK KIT. fT LAV. LAV. LAV. SINK SINK 1 Ld W/ CONNECTION m T� MACH FOR DISHWASHER Dwp 1 _ 2" x 10" R.R. u W.G. W.G. i 1 0_ 1 ® 16" O.C. _ IST FLR SHWR 5 WR iQ1 Q Ili 2' IV 3" 3" I%� I rZ 2" 2' FAI 1 x Co 1I co GRADE 1 N N - Ili 3' 3" 0 i N II N - - 4 TP - � I • I I I I -I T ARY SYSMM STTEREV' SANITARY- - 19'-0" PLT. HT. � N w 1 - - - - - - - - - - II 9'-0" PLT_HT. - - - - - - - - - - - - I L - II - - II � I L 2„ x 8„ R.R. - - - - - - BASEMENT I I I I �--- - -c__- r - � II � I II Ii l ® 1 s" O.C. �+ I I I Ii FLU1"f B I NC RISER D I AC RA f I I � I LJ II II li NO SCALE I I I I I I I I L_ __j L_ __j 2" x 10" R.R. I GENERAL NOTES GODS COMPLIANCE NOTES: _ _ - - C _ - - C - - -.___r-- - - - J I I I 1. THIS PROJECT MUST COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC), I. ELECTRICAL UNDERWRITERS CERTIFICATE MUST BE SUBMITTED AT COMPLETION OF JOB. C r I THE 2016 NYS SUPPLEMENT TO THE UNIFORM CODE, THE 2017 NYS SUPLEMENT TO THE 2, DRILLING AND NOTCHING OF EXTERIOR WALLS AND BEARING PARTITIONS SHALL COMPLY WITH L I I � ti I I 1 9� I I (i UNIFORM CODE, THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IEGG), THE 2016 FIGURE R602.6(I) AND FIGURE R602.6(2). DRILLING AND NOTCHING OF TOP PLATE SHALL I o o I 1 ( L - - - - xI� _) NYS SUPPLEMENT TO THE ENERGY CODE, THE 2015 WOOD FRAME CONSTRUCTION COMPLY WITH FIGURE R602.6.1. c0 x Li L- �-- - - - - - - - C - - - MANUAL, W.F.C.M. 2015, N.F.P.A 70 STANDARD ' THE NATIONAL ELECTRICAL CODE' AND I I I I I ��� THE ZONING OF THE TOWN OF SMITHTOWN. 3. THE MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR ALL PLUMBING T N ® FIXTURES AND FIXTURE FITTINGS SHAL BE IN ACCORDANCE WITH TABLE P2701.1. 2'-4' 9 : 12 2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATE OF 9 : 112 I II 4. BATHTUBS WITH SHOWER HEADS AND SHOWER COMPARTMENT FLOORS AND WALLS SHAH BE }- OCCUPANCY, INSPECTION APPROVALS, ETC. FOR WORK PERFORMED FROM AGENCIES FINISHED WITH A NONABSORBENT SURFACE EXTENDING TO A HEIGHT OF NOT LESS THAN 6 Z HAVING JURISDICTION THEREOF. FEET ABOVE THE FLOOR. 3. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED AS RELIEVING THE 5. PROVIDE PROTECTION OF POTABLE WATER SUPPLY PER P2902.1 THRU P2902.6. w I I I CONTRACTOR FROM EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL STATE AND/OR 1 I LOCAL CODES. 6. ALL POTABLE WATER OPENINGS AND OUTLETS SHALL BE PROTECTED BY AN AIR GAP, LJ 1 1-3/4" x 11-7/8" M.L.I I RIDGE ATMOSPHERIC TYPE VACUUM BREAKER, PRESSURE TYPE VACUUM BREAKER OR HOSE I I D 4. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. CONTRACTOR'S LIABILITY, CONNECTION BACKFLOW PREVENTER. }+-� J u 1 N I WORKMAN'S COMPENSATION, COMPLETED OPERATIONS, ETC. ADEQUATE FOR THE 7, SEPERATE SHUT-OFF VALVES WILL BE PROVIDED FOR EACH BATHROOM AND KITCHEN. II CRICKETI I PURPOSES OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO COMMENCING L -- - - - - - - - - - - - - - - - - �L WITH WORK. 8. ALL CONNECTIONS TO THE POTABLE WATER SHALL CONFORM TO SECTIONS P2902.4.1 THRU I I _ 5. U.L. APPROVED SMOKE DETECTORS SHALL BE EITHER PHOTOELECTRIC OR IONIZATION P2902.4.5, SECTIONS P2902.5.1 FOR BOILERS, SEC. P2902.3 FOR LAWN IRRIGATION SYSTEMS, 1-3/4" x 11 / M.L. - RIDGE I I _ _ _ I TYPE AND ALL SHALL BE INTERCONNECTED AND DIRECTLY CONNECTED TO A LIGHTING SEG P2902.5.4 FOR AUTOMATIC SPRINKLER SYSTEM. u J r z;l CIRCUIT WITH NO INTERVENING SWITCH. INSTAL SMOKE DETECTORS AND CARBON 9, WOOD FRAMED STUUCTURAL MEMBERS SHALL NOT BE DRILLED, NOTCHED OR ALTERED IN ANY Q1 MONOXIDE DETECTORS IN ACCORDANCE WITH ALL STATE AND LOCAL CODE MANNER EXCEPT AS PROVIDED IN SECTIONR602.6(I) AND R602.6(2). I i I I I i Lu - - - mil REQUIREMENTS. 3 L - - - - - - _ J I I I p 10. A SOIL OR WASTE PIPE, OR BUILDING DRAIN PASSING UNDER A FOOTING OF THROUGH A of:1 6. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH, OR THERE SHALL BE BUILT IwII INTO THE MASONRY WALL A PIPE SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING Z LiI P LL_: 7. ALL MATERIALS, ASSEMBLIES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE THROUGH, PER SEC. P2604. Q LH I I 9 t 12 `� <I RESIDENTIAL CODE OF NEW YORK STATE AND SHALL ALSO CONFORM WITH GENERALLY - ACCEPTED STANDARDS WITH RESPECT TO STRENGTH, DURABILITY, CORROSION II. PIPING SHALL BE INSTALLED IN TRENCHES SO THAT THE PIPING RESTS ON SOLID AND � I CD N I RESISTANCE, FIRE RESISTANCE, ENERGY CONSERVATION, AND OTHER QUALITIES CONTINUOUS BEARING PER SEC. P2604. 0 RECOGNIZED UNDER THOSE STANDARDS. (1 - - - - - - - J 1 ,Pw� pi 12. DRAIN, WASTE AND VENT PIPING AND FITTING MATERIALS SHALL COMPLY WITH TABLE O 8. DISCREPANCIES, ERRORS, OMISSIONS, ETC., IN ANY PORTION OF THE DRAWINGS WHICH P3002.1(2). J O L - _ _ _ _ _ _ _ _ _ _ - - - - AREAT VARIANCE WITH THE LAW ORDINANCES, RULES OR REGULATIONS, BEARING ON O O E_ - - _ _ - C - __ _ _ _ _ _ _ _ _ _ I 13. BUILDING SEWER PIPING AND FITTING MATERIALS SHALL COMPLY WITH TABLE P3002.2. WWII THE CONDUCT OF THE WORK SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. a- I o 1 ti �I14. THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH SECTION P2503. ANY DEVIATIONS FROM THE ARCHITECT'S DRAWINGS MUST BE SUBMITTED TO THE + I 2" x 10" R.R. 2" x 8" R.R. 1 ARCHITECT IN WRITING FOR APPROVAL. 15. ALL HEAT'NG, VENTILATING AND AIR CONDITIONING SYSTEMS AND WORK SHALL BE INSTALLED X ® I I 1 `� I IN ACCORDANCE WITH CHAPTERS 13 THRU 24 OF THE INTERNATIONAL RESIDENTIAL CODE. ALL I I 9 : 12 �P I I I +� N 12 I I 1 I 0 16" O.C. 0 16" O.C. III I 10. THE SUBCONTRACTORS SHALL PROVIDE AL EQUIPMENT, TOOLS, FENCES, LOCAL RULES AND REGULATIONS AND AS SPECIFIED BY THE LATESTE EDITION OF NFPA. 11 0� I I l I I I ( I N II TRANSPORTATION'S, SAFEGUARDS, ETC., AS REQUIRED FOR THE PROPER EXECUTION OF 1 1' " !I I THEIR WORK. 16. A LL MECHANICAL SYSTEMS, EQUIPMENT, APPLIANCES, ETC. MUST BE LISTED AND LABELED AND llJ -0 TAL D IN ACCORDANCE WITH THE MNAUFACTURER'S SPECIFICATIONS, LISTING/LABEL AND O I vvk� I I y I I I I I 11. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING APPROVALS THE CODE PER SEG M1303. Q/ FOR THEIR WORK WHICH MAY BE REQUIRED. 17. ALL MECHANICAL SYSTEMS SHALL PERFORM IN ACCORDANCE WITH N1103. Q 1 I -9'-0" PLT. HT. III 12. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB (y oy I �I SITE DURING THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND 18. ALL PIPING CARRYING FLUIDS ABOVE 105 DEG. F OR BELOW 55 DEG. F SHALL BE INSULATED 2" x 1 " R.R. 2" 16" R.R. � I TO MIN. R3. I + - A' 1= _ _ _ _ _ _ _ _ _ _ _ _ REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. e ® 16" .C. 0 1s" o.C. `9� - �I I 19. THE MINIMUM LOAD FOR UNGROUNDED SERVICE CONDUCTORS AND SERVICE DEVICES THAT -J `ti I N 10 I T_ � � � '� I 1 13. THE ARCHITECT SHALL BE NOTIFIED OF ANY UNFORESEEN SUBGRADE, PHYSICAL SERVE 100 PERCENT OF THE DWELLING UNIT LOAD SHALL BE COMPUTED IN ACCORDANCE WITH I I 1 1 Q 11 1 CONDITION DISCOVERED, AS WELL AS ANY EASEMENTS, ETC., NOT INDICATED ON THE TABLE E3602.2. D w I SURVEY OR PLAN. NO WORK SHALL PROCEED UNTIL SAME IS ADDRESSED AND m I I RESOLVED. 20.WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE E3801.2. ALLOWABLE APPLICATIONSLn o FOR WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE 3801.4. GENERAL INSTALLATION ID �9'-0" PLT. HT. _ _ _ J J L - __ 9'-0" PLT. HT. I Of 1 1 I i 14. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AND SUPPORT REQUIREMENTS FOR WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE - - - _ - l AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE E3802.1. � _- _ - - = = - - -� - - - - - - - = - � = Il I N I 1 = N N I= I D- I 1 i WIITHARCHTHE WORK,CT IN HENG. SHOULD HE SHALL ASSUME ALLL TO FOLLOW RESPONSIBILITY THISPROCEDURE LIABIILITY ARD CONTINUE 21. ALL WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT THEREFROM. GREATER THAN 200 AS PER SECTION R315.1. 15. AT THE COMPLETION OF WORK, THE SITE IS TO BE CLEARED OF ALL DEBRIS AND 22• INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR I 1. I.1 Ii PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR CEILING i ASSEMBLIES, ROOF-CEILING o 1 '? I EXCESS MATERIALS. THE FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE I o I•oI I COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF FINAL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO I I _ - - - - - - - _ - EXCEED 25 WITH AN ACCOMPANYING SMOKE DEVELOPED INDEX NOT TO EXCEED 450 WHEN M L - - - _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - PAYMENT. TESTED IN ACCORDANCE WITH ASTM E84. a� o I --Z - = - - - - - - - - - - - - - - - - - - - - - - - l'-4 16. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY OF THE EXISTING � � ®- - ®- STRUCTURE DURING THE ENTIRE CONSTRUCTION AND ALTERATIONS TO THE EXISTING - - STRUCTURE AND SHAL D FR TAKE ADEQUATE PRECAUTIONS TO PREVENT DAMAGE TO THE WOOAM I NO NOTES y �, T­4O EXISTING STRUCTURE IN ANY WAY. IF ANY DAMAGE SHOULD OCCUR TO THE EXISTING U QR, STRUCTURE AS A RESULT OF THE NEW WORK, THE DAMAGE SHALL BE REPAIRED TO I. FOR REQUIRED WOOD FRAME NAILING SCHEDULE SEE SHEET A5. (UZ M _-_.__ ____.._ .. ___ D OWNER, AT THE SOLE E 2 PER THE SATISFACTION OF THE ARCHITECT AN R EXPENSE OF THE � 4--J • ------ -.-_ . _-- -_.__ -- .-- -_-._._ -_.-----�_ __ .------__.-__ ..-._ �_ _- ------ -_.------- GONTRACTOR�-- l-_.--'-- --- - -- -- - -- -- -__.--___ ---FRAMfNG-L-UMBER-SHALL--$E DOUGLAS-FIR-#I-E'BETTER-STRESS RATED-1-200-POUNDS- _- -- - --- - 0 -v- -- -- SQUARE INCH MINIMUM FOR BENDING (Fb) FOR SINGLE MEMBER USE AND 180 POUNDS ,S� U Tj V 17. ELECTRICAL - ENTIRE INSTAL! SHALL BE IN ACCORDANCE WITH THE PER SQUARE INCH MINIMUM FOR SHEAR (Fv), AND HAVING A MODULUS OF ELASTICITY OF Uj REQUIREMENTS OF THE INTERNATIONIAL RESIDENTIAL CODE AND ITS REFERENCED STANDARD NFPA70 AL ELECTRICAL WORK SHALL BE UNDERWRITER APPROVED AND 1,800,000. VALUES ARE FOR SURFACED DRY LUMBER ONLY USED AT 19% MOISTURE CONTENT. � INSPECTED. SUBMIT WRITTEN CERTIFICATE TO OWNER. 3. ALL PLYWOOD SHEATHING SHALL BE A.P.A. GRADE STAMPED FOR SPECIFIED SPAN, MADE 0 00 O O O I I 18. ALL PLUMBING WORK TO BE INSTALLED IN STRICT ACCORDANCE WITH ALL STATE AND WITH EXTERIOR GLUE AND SHALL BE TO THE FOLLOWING THICKNESSES: L� I �l LOCAL CODES. MATERIALS FOR WATER SUPPLY AND DISTRIBUTION SYSTEMS SHALL COMPLY WITH TABLES P2906.4, P2906.5, P2906.6 AND MATERIALS FOR DRAINS, WASTE A. SUBFLOORS (3/41 SCALE: 1/4'= 1'-0" AND VENTS SHALL COMPLY WITH TABLES P3002.1 (1) AND P3111.3 OF THE INTERNATIONAL B. SHEATHING (1/2") RESIDENTIAL CODE. 19. STORM WATER FROM ROOF TO BE DISPOSED OF IN A PROPER MANNER AS REQUIRED C. ROOF SHEATHING (1/2") BY SUFFOLK COUNTY HEALTH DEPARTMENT, LOCAL BUILDING DEPARTMENT AND AL OTHER AGENCIES HAVING JURISDICTION. 4. ALL BUILT-UP WOOD GIRDERS AND HEADERS SHALL NOT HAVE ANY SPLIT ON THE 20. ALL GUTTERS TO BE SEAMLESS ALUMINUM WITH BAKED ENAMEL FINISH. WIDE FACE OF ANY MEMBER GREATER THAN 1/2 TIMES THE WIDE FACE. SEAL 21. THE ARCHITECT HAS NOT BEEN ENGAGED FOR CONSTRUCTION 5UPERVISION OF ANY 5. PROVIDE SOLID BRIDGING AT 8'-0" O.G. MAXIMUM OF ALL SPANS OVER 8'-0" IN LENGTH. 4 KIND, AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION CONFORMING WITH THESE 6. PROVIDE STRUCTURAL METAL CONNECTORS BY "SIMPSON STRONG-TIE GO., INC.' AT ALL FLUSH PLANS. NOR RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS. TECHNIQUES. CONNECTIONS OF STRUCTURAL MEMBERS. SEQUENCES OR PROCEDURES, OR FOR SAFETY PREGAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES, NOR ANY MERCHANTABILITY 7, PROVIDE ALL NECESSARY TEMPORARY SUPPORTS AND BRACING AS MAY BE REQUIRED PRIOR OF FITNESS FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. TO THE INSTALLATION OF NEW STRUCTURAL ELEMENTS. >..: 8. MEMBERS DESIGNATED AS "MICRO-LAM" (M.L) SHALL BE MANUFACTURED IN ACCORDANCE WITH SPECIFICATIONS BY 'TRUSS JOIST '. NO SUBSTITUTIONS SHALL BE PERMITTED A WITHOUT THE ARCHITECT'S WRITTEN APPROVAL. ALL BUILT-UP LVL GIRDERS AND HEADERS SHALL BE NAILED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S NAILING SPECIFICATIONS. DESIGN STRESSES ARE AS FOLLOWS: Fb= 2,600 PSI, E = 1,900,000 PSI 9. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, LATEST EDITION. DRAWN Y' JLM 10. 4"x4" POST E 4'x6" POST SHALL MEAN 3-2'x4' E 3-2•x6" RESPECTIVELY. ATB 08/25/18 11. AL HEADERS IN 4" WALLS TO BE SUPPORTED ON 2-2"x4" STUDS. 12. ALL EXTERIOR WALLS E ALL INTERIOR BEARING WALLS TO RECEIVE "CATS" MID-SPAN. A OF 8 I` WARNING; IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A DETAIL-A LICENSED ARCHITECT, TO ALTER AN DETAIL-A ITEM IN ANY WAY, IF AN ITEM SHEET-A7 BEARING THE SEAL OF AN SHEET-A7 ARCHITECT IS ALTERED, THE DETAIL-A ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND SHEET-A7 THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. G• 12 O' G O' ALTERED BY: + Q 3 + DATE: 8--0 GL6. HT. =BONUS ROOM F SIGNATURE: @ 1 . — __ x 1 0.C. DESCRIPTION OF ALTERATION: 12 F� TF 12 � apo 12 ���� 9�TF Q-P s 12 °� 12 P��� �q�`T 12 �° BONUS ° ° °°� s ATTIC ° + ROOM CO ATT I C. o DETAIL-I ,�o � + 0DETAIL-E 6 R-30 C.) 5HEET-A6 `L (UNFINISHED) C 5HEET-A7 -I ATTIC ATT I ti INSUL. REV- - -- 10'-3" RAFTER BR'6. _ F.F.L. BONUS ROOM _ 10-0' PLATE HT. � 2" x 10" CLC. JSTS. @ 16" O.C. � — — — _ 2" x 12" FLR. JOISTS - - - @ 12" O.C. — 9'-0" GARAGE GL6. HT. 2" x 12" CLC. JOISTS @ 16" O.C. 9'-0" PLATE HT. m z - - - R-50 F - - - J I N5UL. m �- - - - � - - - DETAIL-E FRONT 5/8" TYPE "EE"SPACKLEBD. SHEET-A6 O DOD MSTR. MSTR. o 1 I I\ BEDROOM BATH Q OUTLINE OF f cz STAIRS BEYOND r f TWO CARS L . INSUL. I f GARAGE BLUESTONE OVER f 4" GONG. SLAB W/ 6x6 - 2.9x2.9 W.W. MESH 3SUI YWD. ::� sl� — —_ _L_ — _ — — FINISH FLOOR LINE FINISH FLOOR LINE — — OVER 7 MIL. POLY. V.B. tl FINISH FLOOR LINE 2" x 12" FLR. JOISTS @ 16" O.C. GRADE — F.F.L. 6ARA6E GRADE GRADE GRADE R-50 GRADE 47 I N5UL. MI GROLAM GIRDER p (SEE PLAN FOR SIZE) CID z DETAIL-J 7 z 5iY(V SIN ' _ DETAIL-D SHEET-A7 m PIPE COL. ON BSEMENTDETAIL-E P.GONG. FTG. m 4" GONG. SLAB W/ SHEET-A7 6x6 - 2.9x2.9 W.W. MESH OVER 2 MIL. POLY. V.B. - (UNFINISHED) SHEET-A7 Z 4" GONG. SLAB W/ 6x6 - 2.9x2.9 W.W. MESH -1 OVER 7 MIL. POLY. V.B. L O BU I LD 1NC SGT 1011 5 - BUILDINO SECTION G - G BUI LDI N SECTION D - D Q � 3 - SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" SCALE: 1/4'= I'-O" Z � Lu U]uIlV / � � V DETAIL-A C v OSHEET-A7 Q — Z Q A! w TYPIGP.L ROOF GONSTRUGTION + 12 Q w + ASPHALT/FIBERGLASS ARCHITECTURAL ROOFING , T T I C n/ Q �'p / 1b 70, SHINGLES AS SELECTED BY OWNER OVER 15# BUILDING FELT 12 12 F 12 OVER 1/2" GDX PLYWOOD SHEATHING O 9 _ @__ x - bra 9 OVER RAFTERS SIZE AS NOTED ATTIC 2 SIMPSON w D NS S BONUS N U J M. Q`r H2A HURRICANE Q 12 L� @ W/I 5@- 8d NAILS TO RAFTERS 1 O.G. A C (UNFINISHED) W/ (2) - 8d NAILS TO TOP PLATE SPF °', +&a 9 @ �6 W/ (5) - 8d NAILS TO STUDS Oc @ 4' 76,, 5/4" TEG PLYWD. 2-2"x6" PLATES DETAIL-B 10 � © SUBFLOOR 10'-3" RAFTER BEARING SHEET-A7 + �6' 0 j R-50 O DETAIL-0 C INSUL. 'L C., SHEET-A7 m u 2" x 12" FLOOR JOIST @ 12" O.C. -I rl 9'-O" PLATE HT. 2 x 8 CLG. JSTS. _ _ _ _ _ _ _ _ _ _ 9'-O'_ PLATE HT. — 9'-0" PLATE HT. N a� N c-� 2" x 8" CLG. JSTS. _ _ _ _ 8'-0'_ PLATE HT. o 0 1/2" GYP. BD. or U Ln O MIGROLAM HEADER GREAT TAPE EP PAGKLE ' BD. •� Q CABINETS O CABINETS CABINETS TYPI G.�L W.�L d- fi�OOM DETAIL-I VINYL SIDING (AS SELECTED BY OWNER) 2"x12" RIM BOARD U FRONT o o DINING REAR 5HEET-A7 OVER .56FANFOLD INSULATION BOARD D I I�O O M DORPORCH OVER "TYVEK" HOUSEWRAP r I CH dJ I ORCH OVER 1/2" APA RATED EXTERIOR SHEATHING Uj FOYER BEYONDOVER 2 x 4 STUDS @ 16" O.G. W/ R-15 BATT INSULATION Q00 R-15 AND 1/2" GYPSUM WALLBOARD, TAPE, SPACKLE E PAINT � INSUL. 3/4" TEG PLYWD. FINISH FLOOR LINESUBR.00R_ _ FINISH FLOOR LINE GRADE I IGROLAM GIRDER BEYOND (SEE PLAN FOR SIZE) GRADE D E T A I L E R-30 SEAL ' . SCALE: 1/2"= 1'-0" INSUL. DETAIL-J SHEET-A7 5/ SW SHIN-A7 BASEMENT PIPE COL. ON DETAIL-B UNFINISHED P.GONG. FTG. DETAIL-E 1 (UNFINISHED) 5HEET-A7 SHEET-A4 rwr : 5 ' L - - J L — _ J L - - J DRAWN J3Y: JLM 4" GONG. SLAB W/ • 6x6 - 2.9x2.9 W.W. MESH aAT15' 08/25/18 OVER 7 MIL. POLY. V.B. BU I LD I NC- SECTION A - A 0 O SCALE: 1/4"= 1'-0" OF 8 VI LATION OF THE VINYL SIDING LAW FOR ANY PERSON, UNLESS 1/2" DIA. x 7" MIN. EMBEDMENT OVER .56" FANFOLD INSUL. Outside Elevation ACTING UNDER THE DIRECTION OF A CONT. ANCHOR BOLTS @ 2'-6" O.G. MAX. LICENSED ARCHITECT, TO ALTER AN OVER "TYVEK" HOUSEWRAP ITEM IN ANY WAY, IF AN ITEM RIDGE VENT 2 PER SILL PLT., 6" - 12" OVER I/2' SHEATHING Extent of header (two braced wall segments) BEARING THE SEAL OF AN FROM EACH END PLATE Min. 1000 Ib tension strap ARCHITECT IS ALTERED, THE OVER 2"x4" STUDS @ 16" O.G. Extent of header (one braced wall segment) Strap shall be centered at ALTERING ARCHITECT SHALL AFFIX bottom of header. TO HIS/HER ITEM THE SEAL AND o-o-o o-o ° ° ° ° o THE NOTATION "ALTERED BY" SEE PLAN FOR SIZE Y RIDGE 3"x3"x1/4" SLOTTED ------ -��° FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH PLATE WASHER wwall ALTERATION, AND A SPECIFIC 1/2" EXP. JOINT SIMPSON GS20 — SIMPSON LSTA56 height o1 I° DESCRIPTION OF THE ALTERATION. STRAP @ 16" O.G. ° ° ° ° i o o o o ALTERED BY: COILED STRAPS Ye- FASTENED W/ 18-IOD NAILS °I ° ° ° o if I/2" spacer is Used, place a on netheader of header I I ° ° ° ° 1° Sheathing filler if needed DATE: W/ (9) - 8d NAILS 4" GONG. SLAB W/ 6x6 - 2.9x2.9 W.W. MESH WRAPPED AROUND AT EA. RAFTER o�- -o-_o T I I __° °�;o SIGNATURE: OVER 7 MIL. POLYETHYLENE 2-2"x6" P.T. SILL PLATE oHeader shall be fastened to the I I I Io1 ° I°10 DESCRIPTION OF ALTERATION: 2"x RAFTER VAPOR BARRIER Z oI°I king stud with 6-16D sinker nails 1 I I I o1 IoI° 11 I II II II II u Fasten she thihq o header wit 8d I I 16d sinker nails in 2 rows @ 3" o.c. SEE PLAN FOR SIZE I/2" PLYWOOD 12' 0101 0l0 AND SPACING SHEATHING < o GRADE Max, o! lo l -• I I °lo °I°I common nai s m in. grid pat ern as 1 , I I , I total hown and 3 in o.c. In all framing I , °I I°l° wall tstude and sills) typ• I I ; °I I ° x p u x p o: p, ° ��j/\�j/\�\ height of°' °'° — 1 I I I °I°I °I° I 10,0 , , , I Dili ,ol° Minimum 1,000 Ib header-to-jack stud I°;° Wood Structural panel must be strap shall be centered at bottom of 1 , --------- header and installed on backside as ; ; ; I °;°; Io10 continuous from top of wall to bottom ° \\/\\ of°I ;°;° shown on side elevation I I I I o1ol Io10 of wall, or from top of wall to ' ii D ° I ilio I I I I I I 1 1 of I o,o, 1.10 permitted spice area \ For a panel splice Cif needed), panel edges shall occur , "'° over and be nailed to common blocking and occur °° , I , , Fo—c—oiolo Max. °l° °-= °I° within the middle 24 in. of wall height. One row of ; ; I I °I°_0_5L_2 o °l°' lo'o 5 in. o.c. nailing is required at each panel edge. ' 1 ' ' '° height I 9 q P 9 °I°I I°i REV: D l 1 lolo I I I of loi° 8" P.GONG. CONTROLLED °1°I I I I I I°; I I 2' to 18' (finished width) olO1 °I , , I Diol Ilio GLEAN BACKFILL olo1 I°Io I I ' Io FOUND. WALL V. ° ;O1 Min. length based 18 in. min. I � I I I°I 0 1 101 , , , 0101 ,ol° I for 9 f height. I I I I 6" 8"D 6" Min. dbl. 2"x4" framing covered 0101 00 °'° Braced wall rine I I I °I I°I° 9 with continuous „ , I o1ol Io10 with min 7/16" thick wood sheathing I I I o1ol Full-length king studs R I D ?E�DETAI �. °; °I° structural panel sheathing with 8d " I °III I°I 1°°I°I 1°',° common nails at 5' o.c. in all I I I °'°' °1° D Diol ilio I I I oI I 101011 II framing " II 11 II 1 +NOT TO SCAe u ° °I°I °1° 1 1 °I°1y yI°l° 1 I I Dbl. 2 x4 king I I 1 1 °I°i I°l Full-length king stud and ack studs Min. 7/16" wood u oya_o�� �__y__��____ ° ° ° ° ° structural panel 71e 14 sheathing — e e p D Min. (2)Y2" diameter Concrete Foundation anchor bolts installed CARRY ICE SHIELD 20" x 10" CONTINUOUS with 2"x2"A/6" washer TO THIS POINT CONCRETE FOOTING ASPHALT SHINGLES GONT 1 NUOUSLY SHEATHED PORTAL FRAME CAR A(5E (6) - NAILS PER SHINGLE G AGE FOUNDATION DETAIL DNOT TO SCALE NOT TO SCALE co ROOF RAFTER ROOF RAFTER (SEE PLAN FOR SIZE AND SPACING) VINYL SIDING OVER .56" FANFOLD INSUL. DOUBLE 3/4" TEG PLYWOOD OVER "TYVEK" HOUSEWRAP R-30 I NSUL SUBFLOOR ON FLOOR JOIST OVER 1/2' SHEATHING TOP PLATES Z (SEE PLAN FOR SIZE SIMPSON AND SPACING) SIMPSON LSTA56 I j H2A HURRICANE STRAP @ 16" O.G. 2" x ROOF RAFTER CLIP @ 16" O.G. FASTEN WRAPPED AROUND SEE PLAN FOR SIZE < W/ (5) - 8d NAILS TO RAFTERS 2-2"x6" P.T. SILL PLATE AND SPACING ` W/ (2) - 8d NAILS TO TOP PLATE v W/ (5) - 8d NAILS TO STUDS 2" x RIM JOIST #, z 3"x3"xl/4" SLOTTED SIMPSON 2"x4" OUTRIGGER PLATE WASHER H3 HURRICANE U1 CLIP @ 16" O.G. @ 16" O.G. RAFTER TIE SEE DET. - B W/ 5-8d NAILS TO RAFTERSLH 4 ' ON THI5 SHEET W/ 5-8d NAILS TO TOP PLATE - - - - - W (_n I/2" GYP. BD. TAPE £ SPACKLE ° ° ° ap v ' — Ln I"x8" FASCIA OVER Z 2"x6" SUBFASGIA R-30 INSUL. ;41 a 2" x G J. 2"x GLG. JOIST a GRADE ® @ 16" O.G. LU Q III " SEE PLAN FOR SIZE 1/2" DIA. x 7 MIN. EMBEDMENT - 2'-0" CONT. VENTED ANCHOR BOLTS @ 2'-6" O.G. MAX. <a 'SIMPSON" C520 OR (L VINYL SOFFIT 2 PER SILL PLT., 6" - 12" APPROVED EQUAL FASTEN FROM EACH END PLATE W/ (4)-I0d COMMON NAILS • O O I CONTROLLED TO EA. SIDE OF KING STUD 1"x8 FASCIA OVER IIII 11 2"x4" LEDGER 8" CONCRETE GLEAN BACKFILL 2x6" SUBFP,SGIA PORCH HDR. FOUNDATION WALL • I (SEE PLAN FOR SIZE) z R-15 INSUL. " a p JACK STUDS WINDOW or DOOR HDR. GOVT. VENTED SOFFIT --7' I/2 PREMOULDED EXP. JT. O 'SIMPSON' (C520) SIMPSON AG6 L D © OR EQUAL STRAPPING 2x4 LEDGER POST GAP uJ O O W/ 14-16D NAILS TO BEAM l 1 R�A F T E R�/T O F PLATE 4" GONG. SLAB W/ W/ 14-16D NAILS TO POST 6x6 - 2.9x2.9 W.W. MESH DAMPPROOFING SILL OVER 7 MIL. POLYETHYLENE ° < )C,TONNECT I ON DETA I VAPOR BARRIER 4NOTO SCALE ° °x' ate. '^ ....e KING STUD J �a� © FORZCH FRAMINe DETAIL C ° NOT TO SCALE CARRY ICE SHIELD TO THIS POINT ° < .°° O ASPHALT SHINGLES (6) - NAILS PER SHINGLE 20" x 10" CONTINUOUS NOTE CONCRETE FOOTING * ALL STRAPPING TO BE INSTALLED PRIOR TO SHEATHING FIBERGLASS COLUMN \0 r4 ROOF RAFTER SEE PLAN FOR SIZE T Y� I G�� F�O�U�ND�A�T�10�ND�T� �IL * ALL STRAPPING TO BE I-I/4" x 20 GA. STEEL OR _ � � "SIMPSON" EQUIVALENT - CS20 (COILED STRAP) 6"x6" P.T. POST O Q-1 W/ BAFFLES NOT TO SCALE BLUESTONE OVER U Z, ��0�� -- - - - - - - -- --'-- - - -- SIMPSON_.-- -- ---_-- --- _- - ----- - - - - -- - -------- - -------- --- - -. -___ ---'- ----- -- _ - --' - - — _ —__ _ _ __ __ - -- -- - GTED - - _ 4" P GONG SLAB H2.5A HURRICANE - _ OVER-WELL-WELL _ GLIA @ 16" O.G. FASTEN W/ NAILING E STRAPPING AT GLEAN FILL U W/ (5) - 8d NAILS TO RAFTERS ° ° CORNER STUD CONNECTED TO EXTERIOR WINDOW / DOOR HEADERS ��—(�+ C/� W/ (5) - 8d NAILS TO TOP PLATE ° TRANSFER SHEAR ° NAILING SCHEDULE V: WOOD FRAME CONSTRUCTION MANUAL. O 00 2-16d COMMON NAILS @ 3" O.G. O aU 2"x4" OUTRIGGER o ° MIN 10" LENGTH £ MIN. 3—V PROJECTION ROUGH�uNG NOTATION 0 ® © ® ® ® _ ° ° ~� @ 16" O.G. 'SIMPSON' HDQ8 OR APPROVED EQUAL 2.-O' 2 (I)2 x 4 I I I I X •x ° ° FASTEN W/ 20 SD51/4X3 SCREWS a OR AS MANUFACTURER'S SPECS. 4'-O" 4 (I)2 x 4 2 2 2 2 .a•° OJ 2x4or(I)2x6 3 3 3 3 " I 7/8" ALL THREAD ROD g� 8 p)2 x 4 or(U 2 x 6 3 3 3 5 SIMPSON PB66 I x8" FASCIA OVER GRADE POST BASE 5�- o 2"x6" SUBFASGIA I III I I 10'-0" 10 f2)2 x 6 4 4 4 4 \ °°" • I2'-0" 12 (2)2 x 6 5 5 5 5 SIMPSON' GNW COUPLER NOTATIONS CONT. VENTED OR APPROVED EQUAL NUMBER OF 8D NAILS AT EACH END OF 5TRAPPING5 4° < VINYL SOFFIT I I © NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) ` I I © NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER 2"x4" LEDGER © NUMBER OF I6D NAILS END NAILED THROUGH ADJACENT KING STUD ° J .. TO END OF HEADER AT EACH SIDE i i ® NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) 12" P.GONG. PIER AT COLUMNS SIMPSON' SSTB28 ANCHORS OR © NUMBER OF I6D NAILS END NAILED THROUGH ADJACENT JACK STUDS TO END 8" P.CONG. AT SLAB PERIMETER R-15 INSUL. / OF SILLS AT EACH SIDE (DOES NOT APPLY TO DOORS) IJ a APPROVED EQUAL MIN. EMBEDMENT 7 3'-O" MIN. BELOW GRADE .` °• SEE FOUNDATION PLAN FOR LOCATION BY• JLM ` D 08/25/18 R AFTERS/TORS RELATE TYR� ICAL. HEADER/ (H) GOi�1N�E�CT�lOilDETAIL TYfi� . �C�O�R�NE�l STUD TIE—DOl �IN� STUD TIE—DOloeIN R=ORCH FRAMINe DETAIL GNOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE Q OF 8 WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE TABLE 3.1 NAILING SCHEDULE: FOR LATERAL 4 SHEAR RESISTANCE TABLE 325 BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR BOLTS) TABLE 3.&A RIDGE TENSION STRAP CONNECTION REQUIREMENTS TABLE 3.9A RAFTER/ CEILING JOIST HEEL JOINT CONNECTION REQUIREMENTSALTERING ARCHITECT SHALL AFFIX WOOD FRAME CONSTRUCTION MANUAL -2015 EDITION RESISTING LATERAL 4 SHEAR LOADS FROM WIND WOOD FRAME CONSTRUCTION MANUAL-2015 EDITION TABLE 3.10 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS TO HIS/HER ITEM THE SEAL AND DEAD LOAD ASSUMPTIONS:ROOF ASSEMBLY DL = 10 PSF WOOL)FRAME CONSTRUCTION MANUAL-2015 EDITION WOOD FRAME CONSTRUCTION MANUAL -2015 EDITION THE NOTATION "ALTERED BY" NUMBER AND TYPE OF WOOD FRAME CONSTRUCTION MANUAL -2015 EDITION 100 YR THREE SECOND DEAD LOAD ASSUMPTIONS:ROOF ASSEMBLY DL = 10 PSF FOLLOWED BY HIS/HER SIGNATURE JOIST DESCRIPTION SPACING OF FASTENERS NOTES �gT WIND SPEED(M�) AAND THE DATE OF SUCH LTERATION, ANDA SPECIFIC FASTENER 1/1=DIA ANCHOR BOLTS 5/8'DIA ANCHOR BOLTS ROOF LIVE LOAD GROUND SNOW LOAD 100 WIND SPEED(MFW))GUST 110, ALTERATION, N A SPECIFIC ON. ROOF FRAMIWG 100 YR TIM SECOND GUST GIMP SPEED(MPFU 120 130 oe 20 PSF 30 PSF 50 PSF 120 130 RAFTER TO TOP PLATE(TOE-NAILED) (SEE TABLE 3.4A) PER RAFTER REQUIRED CAPACITY OF RIDGE 119,4 ALTERED BY: 120 130 120 130 ROC:F PITCH ROOF SPAN TPU COI#MCTION(pLF) ROOF SPAN(FTU STRUCTURAL SHEATHING DATE: CEILING JOIST TO TOP PLATE(TOE-NAILED) (SEE TABLE 3.4A) PER JOIST BOTTOM DF'L TE TO Ip 105 136 12 24 36 12 24 36 12 24 36 E F E F SMATURE: CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) (SEE TABLE 3.9A) EACH LAP FOUNDATION ATION MAX"ANCHOR BOLT SPACIT j ANCHOR BOLT SUPPORTING CONNECTION I6 141 182 RAFTER SLOPE RAFTER O.CJ 11,3, REQUIRED NUMBER OF IbD COMMON OR a SHEATHING LOCATION RAFTER/TRUSS MAXIMUM NAIL SPACING FOR 8L) DESCRIPTION OF ALTERATION: SPACING SPACMrs(INCHES O.C) COMMON NAILS OR 10D BOX NAILS CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) (SEE TABLE 3.9A) EACH LAP RESISTING (N) 40D BOX NAILS PER FEEL JOINT (fig O.WS CONNECTION 119,4,5 6 6 COLLAR 71E TO RAFTER(FACE-NAILED) (SEE TABLE 3b) PER 71E I/2"ANCHOR BOLTS 20 116 211 3:I2 12 3 5 8 3 6 9 5 9 13 INTERIOR ZONE 12 12 12 3.12 6 6 BLOCKING 70 RAFTER(TOE-NAILED) (2)-8D EACH END LATERAL AND 31 24 211 212 16 4 1 10 4 8 12 6 12 Il 12 16 12 SHEAR LOAD 1-3 STORIES 1g 246 318 12 b 122 6 12, RIM BOARD t0 RAFTER(END-NAILED) (2J-I6D EACH END 5/8"ANCHOR BOLTS 4:12 12 3 4 6 3 5 1 4 1 10 PERIMETER EDGE ZONE Ib 6 12' 6 6 WALL FRAMING 45 32 81 363 I6 3 5 8 3 6 9 5 9 13 TOP PLATE TO TOP PLATE(FACE-NAILED) (2)-I6D PER FOOT SEE NOTE(I) NOTES: I. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 32. 36 316 409 5:12 12 3 3 5 3 4 6 3 6 8 GABLE ENDWALL RAKE OR RAKE TRUSS W/ ba ba 4 4 12 58 113 LOOKOUT BLOCK TOP PLATES AT INTERSECTIONS(FACE-NAILED) (4)-I&D JOINTS a EACH SIDE 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT,LATERAL,AND SHEAR LOADS,THE MAXIMUM ANCHOR BOLT SPACING SHALL I6 3 4 6 3 5 1 4 1 11 NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS(TABLE 32C)OR LATERAL AND SHEAR LOADS(TABLE 16 IIS 150 GABLE ENDWALL RAKE OR RAKE TRUSS W/O STUD TO STUD(FACE-NAILED) (2)-16D 24"O.C. 325). FOR OTHER ANCHOR BOLT LIMITATIONS SEE SECTION 3.2.1.1 AND 3223. 1:12 12 3 3 4 3 3 4 3 4 b RAKE OVERHANG 6 6 6 6 HEADER TO HEADER(FACE-NAILED) I&D 16"O.C.ALONG EDGES 3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUME WALLS ARE SHEATHED IN ACCORDANCE WITH 20 41 188 16 3 3 5 3 4 5 3 5 8 BOARD SHEATHING SECTION 34.42. FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPLIED BY THE 4:12 24 116 226 TOP OR BOTTOM PLATE To STUD(END-NAILED) (SEE TABLE 3.5A) PER STUD APPROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR INT TABLE 3.11D,BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 0:12 12 3 3 3 3 3 3 3 3 5 SHEATHING SIZE RAFTER/TRUSS MAXIMUM NAIL SPACING FOR 8D FEET ON CENTER �/ SPACMG(INCHES O.C.) COMMON NAILS OR 10D BOX NAILS N BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST OR BLOCKING(FACE NAILED) (2)-I&D PER FOOT SEE NOTE(U t(2) 28 206 263 / Ib 3 3 4 3 3 4 3 4 b (lisill OL.) ^^ ll� r 4. LATERAL CONNECTIONS SHALL BE DESIGNED TO RESIST THE LOADS IN TABLE 3.5. U r-+ FLOOR FRAMING 32 235 301 1x6 OR 1x8 12-192 2 2 12:12 12 3 3 3 3 3 3 3 3 4 ^ TABLE 32C SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR BOLTS) 36 264 338 1x10 OR LARGER I2-192 3 3 U H Z tr O JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) (4J-SD PER JOIST RESISTINGUPLIFT LOADS FROM UJIND Ib 3 3 3 3 3 3 3 3 5 1 ^ Crj y, .- I-- fn,BRIDGING TO JOIST(TOE-NAILED) (2)-8D EACH END WOOD FRAME CONSTRUCTION MANUAL - 2015 EDITION 12 69 88 NOTES: 1. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOADSEARING WALL,HEADER OR E NAIL SPACING AT PANEL EDGES(IN.) • V 0 C; 16 92 118 RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. F NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(R) 41-4 � BLOCKING TO JOIST(TOE-NAILED) (2)-8D EACH END 100 YR THREE SECOND GUST WIND SPEED(MPH) m 2. WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOADBEARING WALL, NOTES: I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH � 20 5 141 THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. `71- BLOCKING TO SILL OR TOP PLATE(TOE NAILED) (3)-I6D EACH BLOCK 120 130 5:12 24 138 111 REDUCTION IN SPAN. � 3. EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES. 2. TABULATED 12 INCH O.G.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING 0 EDGER TRIP TO BEAM FACE-NAILED) l3)-I6D EACH JOIST BOTTOM PLATE TO � '^ FOUNDATION PLATE FOUNDATION MEMBERS WITH G-GREATER THAN OR EQUAL TO 0.49.FOR FRAMING MEMBERS WITH 0.42 LESS THAN OR EQUAL ANCHOR BOLT MAXIMUM ANCHOR BOLT SPACING 18 161 206 4. TABULATED HEEL JOINT CONNECTION REQUIREMENTS L)0 NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEILING ASSEMBLY. TO G AND G BEING LESS THAN 0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.G. JOIST ON LEDGER TO BEAM(TOE-NAILED) (3)-SD PER JOIST CONNECTION SIRE SUPPORTING (fig pC)11�,a � � BAND JOIST TO JOIST(END-NAILED) (3)-I6D PER JOIST RESISTING 32 184 236 5. TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE 3. TABULATED 6 INCH O.G.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) (2)-I6D PER FOOT SEE NOTE(I) VEND ZONES 36 201 265 BOTTOM OF THE ATTIC SPACE.WHEN CEILING JOISTS OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE,THE MEMBERS WITH G GREATER THAN OR EQUAL TO 0.49.FOR FRAMING MEMBERS WITH 0.42 LESS THAN OR EQUAL 0 2 X 4 I-3 STORIES TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: To G AND G BEING LESS THAN 0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. ROOF SHEATHING 51 43 12 63 81 4. TABULATED 4 INCH O.G.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/rRUSS FRAMING ING MEMBERS WITH G GREATER THAN OR EQUAL TO 0.49.FOR FRAMING MEMBERS WITH 0.42 LESS THAN OR EQUAL STRUCTURAL PANELS 8D (SEE TABLE 3.10) UPLIFT LOADS 2 X 6 I-3 STORIES 68 51 16 8F 108 CEILRIDGE HEIGHT ADJUSTMENT FACTORS HEIGHT/ROOF HEEL JOINT CONNECTION TO G AND G BEING LESS THAN 0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. DIAGONAL BOARD SHEATHING: 1"X6"OR I"X8" (2)-8D PER SUPPORT INTERIOR ZONES 20 106 135 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. DIAGONAL BOARD SHEATHING: I"X10"OR WIPER (3)-8D PER SUPPORT 2 X 4 1-3 STORIES 66 50 6`12 24 121 162 1/2 2.00HR CEILING SHEATHING 2 X 6 1-3 STORIES 12 60 28 148 188 He T T 1/3 1.50 F - TABLE 3.11 WALL SHEATHING AND CLADDING ATTACHMENT GYPSUM WALLBOARD 5D COOLERS 1"EDGE/10"FIELD NOTES: I. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 32. 32 169 215 1/4 133 REQUIREMENTS FOR WIND LOADS WALL SHEATHING 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT,LATERAL,AND SHEAR LOADS,THE MAXIMUM ANCHOR BOLT SPACING SHALL 36 190 242 1/5 125 WOOD FRAME CONSTRUCTION MANUAL - 2015 EDITION Z NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS(TABLE 32G)OR LATERAL AND SHEAR LOADS(TABLE 325). FOR OTHER ANCHOR BOLT LIMITATIONS SEE SECTION 32.1.1 AND 3223. 12 62 16 1/6 120 100 YR THREE SECOND GUST STRUCTURAL PANELS 8D (SEE TABLE 3.11) WIND SPEED(MPH) 101, /n 130 II GA.GALV. Ib £� 102 140 1.11 120 (�/ 1-x--1 FIBERBOARD PANELS: I/2"THICK ROOFING NAIL 1-1/2"LG. 3"EDGE/6"FIELD" 3 FIBERBOARD PANELS:25/32"THICK " 11 GA.GALV. EDGE/6"FIELD" ING 20 103 121 NOTES: LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER TIES MAY EXCEED 3/4 INCH WHEN RAFTER TIES ARE LOCATED STRUCTURAL SHEATH ROOFING NAIL I-3/4"LG. TABLE 3.44 RAFTER / CEILING JOIST TO TOP PLATE LATERAL 1:12 12:12 ABOVE ONE-THIRD OF THE RIDGE HEIGHT,Hc,OR WHEN HR IS GREATER THAN 2 FEET AND MAY REQUIRE ADDITIONAL _ ` - V A ' GYPSUM WALLBOARD 5D COOLERS 1"EDGE/10"FIELD 24 123 153 CONSIDERATION. E F E F AND SHEAR CONNECTION REQUIREMENTS - EXPOSURE B I STUD SPACING lMc►-Es MAXIMUM NAIL sPACMG FOR ap HARDBOARD SD (SEE TABLE 3.11) WOOD FRAME CONSTRUCTION MANUAL -2015 EDITION 28 144 118 SHEATHING LOCATION 32 164 204 6 DIA. O.C.) COMMON N(fig O�JaAILS OR 10D BOX NAILS PARTICLEBOARD PANELS 8D (SEE TABLE 3.11) 100 YR THREE SECOND GUST WIND 12 6 12 6 12 9 CONSTRUCTION TYPE DESIGNATION INTERIOR ZONE DIAGONAL BOARD SHEATHING: 1"X6"OR I"XS" (2)-8D PER SUPPORT 110 SPEED 36 I65 22 130 ul 16 6 12 6 12 DIAGONAL BOARD SHEATHING: I"X10"OR WIDER (3)-81) PER SUPPORT RAFTER/CEILING NUMBER OF 8D COMMON NAILS(TOE NAILED) NOTES: 1. TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.1 FOR FRAMING NOT LOCATED WITHIN REFLECTIVE RED PANTONE 1 ` JOIST SPACING(M) WALL HEIGHT(FTU REQUIRED M EACH RAFTER AND/OR CEILING JOIST 8 FEET OF BUILDING CORNERS. PERIMETER EDGE ZONE 12 12 12 ly ul FLOOR SHEATHING 70 TOP PLATE CONNECTION 113,4 12"O.C. 8-10 2 2 � r v Z REFLECTIVE WHITE I6 6 Iz 6 12 Z 2. TABULATED RIDGE CONNECTION LOADS ASSUME A BUILDING LOCATED IN EXPOSURE 5. Q STRUCTURAL PANELS: I"OR LESS SD 6"EDGE/12"FIELD 3. TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS Ob OF THE ROOF ASSEMBLY DEAL)LOAD 10.(0 12F "F"-FLOOR FRAMING, INCLUDING STRUCTURAL PANELS:GREATER THAN I" 10D 6"EDGE/12"FIELD 16"O.C. 8-10 2 3 X 10 PSF). (v ` GIRDERS AND BEAMS BOARD SHEATHING OR LAP SIDING 24"O.C. 8-10 3 4 4. TABULATED CONNECTION REQUIREMENTS ARE BASED C)N A 12"RIDGE STRAP SPACING,FOR DIFFERENT RIDGE STRAP DIAGONAL BOARD SHEATHING: I"k6"OR I"X8" l2)-8L) PER SUPPORT R"- ROOF FRAMING SPACINGS,MULTIPLY THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW: SHEATHING SIZE STUD SPACING(INCHES, MAX"NAIL SPACING FOR 80 D 1/2" TROKE 1/2" "FR"-FLOOR AND ROOF FRAMING O.Cj COMMON NAILS OR 10D BOX NAILS O NOTES: I. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. (INCHES O�J DIAGONAL BOARD SHEATHING: I"X10"OR WIDER (3)-8D PER SUPPORT Ixb OR 1x8 I2-24 2 2 2 2 2. WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS,THE SUM OF THE TOENAILS IN THE RAFTER AND CEILING JOIST RIDGE CONN SPACING; I2 16 192 24 48 O V NOTES: 1. NAILING REQUIREMENTS ARE BASEL)ON WALL SHEATHING NAILED b"ON-CENTER AT THE PANEL EDGE.IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED OR ALTERNATE CONNECTORS, MULTIPLIER 100 133 Ib0 2.00 4.00 TRUSS IDENTIFICATION SIGN IN COMPLIANCE WITH 19 NYCRR 1265 IxlO OR LARGER 12-24 3 3 3 3 SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. 3. TO AVOID SPLITTING,NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILNG JOIST WHEN FASTENED TO A 2X4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2X6 TOP PLATE. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D E NAIL SPACING AT PANEL EDGES TIN.) 4.WHERE TOP PLATE TO RIGDE HEIGHT EXCEED 10',THEY SHALL BE ADJUSTED AS FOLLOWS: 5. TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET.FOR MEAN ROOF HEIGHTS OF 15 FEET OR APPLICANT SHALL PROVIDE ENGINEERED WOOD PLACARD IN ACCORDANCE F NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD TIN.) I I ' Z NAIL PER FOOT. LESS,THE TABULATED VALUES SHALL BE PEF;r1ITTED TO BE MULTIPLIED BY Oam. WITH TITLE 19 NYCRR PART 1265 AFFIXED ON OR ADJACENT TO ANY ELECTRIC i-H 3. CORROSION RESISTANT It GAGE ROOFING NAILS AND 16 GAGE STAPLES,418E PERMITTED,CHECK IBC FOR ADDITIONAL REQUIREMENTS. WALL HEKsHT 8' 10' 6. WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP,THE NUMBER OF 10D COMMON NAILS REQUIRED IN EACH END OF METER BOX ATTACHED TO THE EXTERIOR OF THE STRUCTURE FOR FIELD NOTES: I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT Q INSPECTION. REQUIREMENTS SHALL BE USED. > OP PLATE TO THE COLLAR TIE NEEP NOT EXCEED THE TABULATED NUMBER OF SD NAILS IN A STEEL STRAP,OR THE NUMBER OF 12p BOX u ADJUSTMENT FACTOR 2. TABULATED 12 INCH O.G.NAIL SPACING ASSUMES SHEATHING ATTACHED TD STUD FRAMING MEMBERS WITH 0 �/ RIDGE HEIGHT NAILS IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF IOD BOX NAILS IN A STEEL STRAP. 10. G-GREATER THAN OR EQUAL TO 0.49.FOR FRAMING MEMBERS WITH 0.42 LESS THAN OR EQUAL TO G AND G Q 100 1.00 1. I-I/4"20 GAGE RIDGE STRAP SHALL BE OF ASiT;='553 GRADE 33 STEEL OR EQUIVALENT. A ASPHALT SHINGLE NAILING SCHEDULE 1.15 125 TRUSS IDENTIFICATION SIGN BEING LESS THAN 0.49,THE NAIL SPACINGS SHALL BE REDUCED TO b INCHES O.C. ry '+ RESIDENTIAL CODE OF NEW YORK STATE �J N.T.S. 3. FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR NU BASIC WIND SPEED MBER AND TYPE OF FASTENER 20' 1.40 150 NOTE: COMMON NAILS. PROJECT COMPLIES WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATE THE 2016 NYS 110 MPH OR GREATER AND THE EAVE IS SUPPLEMENT TO THE UNIFORM CODE E THE WOOD FRAME CONSTRUCTION MANUALWFCM - 2015 EDITION 4. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. J 20 FEET OR HIGHER ABOVE GRADE 6-12 GA.WITH 3/8"DIAMETER HEAD,MIN.3/4"SHAFT jf f .qe_ (PERSHINGLE) TABLE 354 TOP AND BOTTOM PLATE TO STUD LATERALTABLE R-301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE 20 MPH WIND SPEED OR GREATER CONNECTIONS FOR WIND LOADS -EXPOSURE B PER SQUARE FOOT OF HORIZONTAL PROJECTION Lo WOOD FRAME CONSTRUCTION MANUAL -2015 EDITION Tributary loaded area in square NOTES: I. WHERE THE ROOF SHEATHING IS LESS THAN 3/4-INCH THICK,THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F 1661. feet for any structural member 100 YR THREE SECOND GUST WIND SPEED 120 130 MANUFACTURED THIN-PROFILE ROOF(.OYERINCs N07ES (MPH) ROOF SLOPE 0 TO 200 201 TO 600 OVER 600 ATTIC VENTILATION BAFFLE REC111RFD NJh18ER OF 16d COMMON NAILS _ (FULL WIDTH) STUD SPACING(INJ WALL HEIGHT(Ft) OR 40d BOX NAILS PER UNDERLAYMENT APPLICATION 1R90521) STUD TO PLATE COLT)NNECTICN(Pi13 Flat or rise less than 4 inches per foot 0:3) 20 16 12 PROVIDE RIGID FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL(11-PERCENT SLOPE),UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL / INSULATION BAFFLE VENTED AIRSPACE/ AROUND VENTILATION (33-PERCENT SLOPE),UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER: APPLY A 19-INCH STRIP OF UNDERLAYMENT FELT 8 2 2 Rise 4 inches per foot 0:3) to less PARALLEL WITH AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY TO HIOLD IN PLACE. STARTING AT THE EAVE,APPLY 36-INCH-WIDE SHEETS OF12 CHUTE-FOAM SEAL 10 2 2 than 12 inches per foot (I:I) Ib 14 12 PERIMETER OF CAVITY INSULATION UNERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19 INCHES,AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. - RIGID INSULATION FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL(33-PERCENT SLOPE)OR GREATER,UNDERLAYMENT SHALL BE ONE LAYER 12 2 2 Rise 12 inches per foot (1:1) or greater 12 12 12 APPLIED IN THE FOLLOWING MANNER: UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION,PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2-INCHES,FASTENED SUFFICIENTLY TO HOLD IN PLACE. END LAPS SHALL BE OFFSET BY 6-FEET. 8 2 2 CEILING GYPSUM BOARD iy TABLE R3015 AS AIR BARRIER ICE PROTECTION(R905.2.1.1) 10 2 2I OF MINIMUM UNIFORMLY DISTIRBUTED LIVE LOADS TABLE R301.7 CONTINUOUS BEAD IN AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN JANUARY IS 25'F(-4'C)OR LESS OR WHEN TABLE R301.20U CRITERIA SO DESIGNATES,AN ICE /in pounds per square foot/ ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS CONTABEAD 12 2 2 BARRIER THAT CONSISTS OF A LEAST TWO LAYERS OF DERLAYMENT CEMENTED TOGETHER OR OF ASELF-ADHERING POLYMER MODIFIED BITUMEN NUOUS UN SHEET,SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVES EDGE TO A POINT AT LEAST 24-INCHES INSIDE THE ALLOWABLE OF SEALANT NOTES: I. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.5. USE LIVE LOAD STRUCTURAL MEMBER DEF-LECTION LINE ILLUSTRATES CONTINUOUS MINIMAL EXTERIOR WALL LINE OF THE BUILDING. CONTINUITY OF AIR 2. BARRIER AT WALL SECTION EXPANDING FOAM AT TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE Uninhabitale Attics without storage 10 _ Rafters having slopes greater than 3:12 with �1� WINDOW PERIMETER VALLEYS(890528.2) MULTIPLIED BY 0.92 FOR FRAMING NOT LOCATED WITHIN 8 FEET OF CORTIERS. no finished ceiGnq attached to rafters CLOSED VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. Uninhabitable Attics with rimited storage 20 3. TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B. VALLEY LINING OF ONE PLY OF SMOOTH ROLL ROOFING COMPLYING WITH ASTM D 224 TYPE-II OR TYPE-III AND AT LEAST 36-INCHES WIDE. SPECIALTY Habitable Attics and attics served with fixed stairs 30 Interior walls and partitions H/160 UNDERLAYMENT COMPLYING WITH ASTM D 1910 MAY BE USED IN LIEU OF THE LINING MATERIAL. Balconies (exterior) and Decks 40 Floors L/560 WINDOW UNITAS Fire Escapes 40 Ceilings with brittlee finilshes Gncl. plaster and Stucco) L/360 AIR BARRIER REV Guardrails and handrails 200 Ceilings with flexible finishes (incl. gypsum wallboard) L/260 CONTINUOUS MINIMAL EXPANDING FOAM AT SEN.. Guardrails in-fill components 50 All other structural members L/240 WINDOW PERIMETER GYPSUM BOARD BOX ENCLOSURE ATTIC INSULATION CONTINUOUS BEAD Passenger vehicle garages 50 Exterior walls - wind with plaster or stucco finish H/360 ATTIC FRAMING OF SEALANT Rooms Other than sleeping roams 40 Exterior walls - wind loads with other brittle finishes H/240 CONTINUOUS BEAD OF ADHESIVE ,,`.. •r t Nailing In Shaded Areas (4 Feet wide from wall edge or Sleeping rooms 30 Exterior walls - winds loads with flexible finishes H/120 CONTINUOUS BEAD f ridge not including OFSEALANT e Stairs overhan sk Stai40 Lintels supporting masonry veneer walls L/600 Edges on Field:b"on center # ` and overhangs F. EXPANDING FOAM SEALANT AT PERIMETER TABLE R501.2(I) DRGY TINUOC S BEAD OF SEALANT ING t Nall1re: :•„•„;> : , �. CLIMATE AND GEOGRAPHIC DESIGN CRITERIA RECESSED LIGHTING FIXTURE " Edges:6"on center *- BLOCKING AS REQUIRED :,...•: Field. 12"on center CONTINUOUS BEAD WIND SUBJECT TO DAMAGE FROM OF SEALANT ' GROUND Wind SEISMIC Wnter Ice shield Flood Air Mean ,�CESSED LIGHTING IN ATTIC LINE OF CONTINUOUS AIR BARRIER AIR SEALING STRATEGY-UPPER WALL SECTION SNOW Topographic Special Frost n Nailing For Wall Sheathing: LOAD Debris CDATEGORY Design required ent hazards Freezin AnualN.T.S. LM Edges:6"on center SPEED /MPH/ Effects Wind on Zone Weathering depth Termite Temp q Index q Temp N.T.S. ABY Field: 12"on center A 08/25/18 20 130 Yes No (Yes B Severe 3'-0' Moto derate II Yes No 452 52.7 vy 8301.2.1.1 Wind limitations and wind design required: In regions where wind design is Lr'Ln1���ln]�LI�``J O V� 0 required in accordance with Figure R501.2(4)A, the design of buildings for wind loads Q Shall be in accordance with American Forest and Paper Association (AFE PA) Wood O Frame Construction Manual for One- and Two-Family Dwelling (WFCM)-2015. �O�9 IEI@Jvd@ IJ�J n OF 8