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HomeMy WebLinkAbout42776-Z Town of Southold 5/9/2019 0 P.O.Box 1179 53095 Main Rd �4 o�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40370 Date: 5/9/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1340 Ships Dr., Southold SCTM#: 473889 Sec/Block/Lot: 79.-3-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/25/2018 pursuant to which Building Permit No. 42776 dated 6/12/2018 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 COVERED PORCH, ATTACHED GARAGE AND UNFWSHED BASEMENT, AS APPLIED FOR The certificate is issued to 868 Broadway Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0020 03-05-2019 ELECTRICAL CERTIFICATE NO. 42776 04-19-2019 PLUMBERS CERTIFICATION DATED 03-12-2019 Brad Pieq9ch o ' ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT n TOWN CLERK'S OFFICE yefjQl. �a4`' 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#: 42776 Date: 6/12/2018 Permission is hereby granted to: Stefanides Mary Lv Rvc Tr 100 Brompton Rd Garden City, NY 11530 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1340 Ships Dr., Southold SCTM # 473889 Sec/Block/Lot# 79.-3-22 Pursuant to application dated 5/25/2018 and approved by the Building Inspector. To expire on 12/12/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,206.40 CO -NEW DWELLING $50.00 Total: $2,256.40 B 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. r New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet —Owner or Owners of Property: 9l0q ��;�c �y Coco Suffolk County Tax Map No 1000, Section Block Lot Subdivision v� Filed Map. Lot: Permit No. e[ Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Ilicant-Sigp ture pF SOUr�®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® �� roger.richert(,D-town.Southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: JNS Contracting (868 Broadway Corp.) Address: 1340 Ships Drive city,Southold st: New York zip: 11971 Building Permit#: 42776 Section: 79 Block- 3 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Electric License No: 50592-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 X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 53 Ceiling Fixtures 13 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 8 Wall Fixtures4 14 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt 2 Recessed Fixtures 64 CO Detectors Sub Panel A/C Blower Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt20A Emergency Fixture Time Clocks Disconnect 200A Switches 49 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Combination Smoke/ CO Detectors, 4- Bath Fans, 1- Range Hood, 5- Under Cabinet Lights, 2- 60A Air Conditioner Disconnects, 9-ARC Notes: Fault Circuit Breakers, 1- Combination GFCl/ARC Fault Circuit Breaker. Inspector Signature: Date: April 19, 2019 0-Cert Electrical Compliance Form.xls Town Hall Annex T`elepho�ae(631)765-180_ ,µ 54375 Main Road 41 Fax(6311765-95-02: - =` P.O_Box 1179 Southold,New York 11971-0959 ® BUILDING DEPARTMENT - TOWN-OF SOUTHOLD MAR 1 3 2019 -CERTIFICATION Date: 31121/ q Building Permit No. Y 2 7 7 fo ®wneF: roadwA Cor (Pleak print Plumber. Brad Nicuch - (Please print) I certify that the solder used in the water supply system contains less d=2/10 of 1 lead_ - (Plumbers Signature) -• __ Sworn to before me this � JJ�'► day o20 CONME D.E3UNC H m0f,9ry Riblia state.ot New York No.01bU6185050 0Atalilied itt Sit11o9k Gounty (`nmmu9sion E% " bases April 14., 4 Notary Publi County �o��OF SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 - INSPECTION [ OUNDATION 1 ST 40 [ ] 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: [:T� 4 )et J, J�OV4&Vk LID V V1 vNk o 0 DATE 11bINSPECTOR10JA # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycourm��' 765-1802 INSPEC SON . [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [V1 r MING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL TION [ ] CAULKING REMARKS: sakffvl o-v/ V orw gcpkl n • DATE fi(o INSPECTOR Of SOUT�olo * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm 765-1802 INSPECTION Z [ ] 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: r<��UC4,AX C-f- DATE f b '� INSPECTOR J�v� Of so # * TOWN OF SOUTHOLD BUILDING DEPT. °ycourmN�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ;,,,POUGH PLRG. FOUNDATION 2ND [ NSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION CAULKING REMARKS: T-0 wt,&) - g ' S DATE INSPECTOR 04 SOF SOUTH hOJ� O� i TOWN OF SOUTHOLD BUILDING DEPT. courm ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING /STRAPPING [ FINAL /✓D [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R MARKS: CAMov liks, ® k` G- 1 v l f/l' rg4k -t3,14ftvJ Ff oar v �o tziv CAW ,) DATE o INSPECTOR OF SOUIy�� * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ,,q,7 .01 77 [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �%'f ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR JAMES J. DEERKOSKI P.E. DE C!R DV[E 260Deer Drive D Mattituck,NY 11952 (631) 774 7355 MAY - 2 �ojq Date: April 18, 2019 To: Southold Town Building Dept. g®W19T OF:® O. Re: Strapping Inspection 1340 Ships Dr. Southold,NY Permit#42776 To Whom It May Concern: This letter certifies that the ridge and floor to floor strapping at the above mentioned property was installed correctly and meets all state and local codes. Any questions feel ` free to call. F NEW Y �P E�R�o,Q� Si cerely, CC <�� z James Deerkoski P.E. C-1 AR�FES �P li • ENERGY EFFICIENCY CERTIFICATE Address: _1390 City: 50 U i Y 100 State: Zip Code: F CUc W Residentiai.Cbmpliarice Pati I' v (Only one shall apply) _ j; Prescriptive R ❑ Prescriptive UA 8 m = I Prescriptive U ❑ Performancce� ❑ ERI ❑ Index:- �(4 ComRonent_Values ,(f '�r Ceiling R or U-value: (J// Wood Frame Wall R or Ll-value: Mass Wall R or U-value: Floor R or U-value: /� 0o Basement Wall R-value: _• i Slab R-value: 0 Depth: cu °1 Crawl Space R-value: F Fenestration LI-Factor SHGC:O•29 u Skylight LI-Factor: c ; Ducts Outside of Y Thermal Envelope R-value: Supply R-$ l 0 Other R-6 ❑ �^ Building Envelope Air Leakage: "(WAir Changes per Hour01.6 Duct System Air Leakage: CFM per 100 ft2 Rough In Testing: ❑ Post Construction Testing: �19 N Heating System Efficiency: yJ iJf(,l� t Cooling System Efficiency: l r o Water Heating Efficiency: P.9 1-F c ' - m i Gas Fired Unvented o Room Heater: ❑ " t� c� I Electric Furnace: ❑ i Baseboard Electric Heat❑ ai YIr This Certificate is based upon 2015 International Codes, s o as Amended by the 2017 Uniform Code Supplement j I This Certificate shall be posted on or in the electrical distribution panel. i U � a 1 ,i _ 1 � DD MAY - 22019 �'IJ��Jll`ir✓�r�`_n r TOWN OF 5®UTROLD [Hama Energy RaUng Certificate Property HERS 1340 Ships Drive Rating Type: Confirmed Certified Energy Rater: Robert Delfino JNS Construction Rating Date: 2019-04-02 Rating Number: 2001 1340 Ships Dr Registry ID: 596100638 Southold , NY 11971 L- Estimated Annual Energy Cost HERS Index: 56Use MMBtu Cost Percent ,— _ _ Efficient Home Comparison: 44% Better Heating 55.1 $Cost 57% General Information Cooling 2.9 $143 7% Conditioned Area 2598 sq. ft. House Type Single-family detached Hot Water 12.2 $319 15% Conditioned Volume 25193 cubic ft. Foundation Unconditioned basement Lights/Appliances 23.9 $457 21% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% LMechanical Systems Features _ —, - - _ Total 94.1 $2170 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. _— Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria — Water Heating: Instant water heater, Natural gas, 0.95 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 106.00 CFM25. 2015 IECC Performance Path Ventilation System Exhaust Only: 125 cfm, 23.2 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes ,Building Shell Features D Ceiling Flat R-49.0 Slab None Sealed Attic NA Exposed Floor R-30.0 �AY 2 ?019 - Vaulted Ceiling R-29.0 Window Type U-Value: 0.320, SHGC: 0.280 Above Grade Walls R-26.0 Infiltration Rate Htg: 1129 Clg: Foundation Walls R-0.0 Method Blower door Michael Fauci 8 !Lights and Appliance Features 3y p 1648ocust'AvServices LLC Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia N.Y.11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 585 Clothes Dryer CEF 2.32 / Dishwasher (kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: G/71 • /�CL-G REM/Rate- Residential Energy Analysis and Rating software v15.7.3 This information does not constitute any warranty of energy costs or savings. ©1985-2018 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: 1340 Ships Drive City: Southold Builder Name: JNS Construction Builder Tracking# Combustion Appliance Zone(CAZ)# 2 of 2 Location of this CAZ: Attic (CIBC'UCICI%llOF7(lI f01'!)(tS!f inorc than one CAZor!f Koine hm multil)k heallRg sywents of water healens) Date of Test: 2019-04-02 Outdoors Temp During Test: 45 OF CAZ Deoressuriztttion (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPl\I Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No 7 Net Change: N/A pa. If Yes,Total CFNI Simulated (eYjAnn tli notes) NOTES: eating System- Primarv: Yes❑✓ No❑ Tvne: Furnace 0 Boiler❑Heat Pumper Other F1 E rcienc,l Fuel Type`' Ventim,Type s Drat S rn'ilane Sin llare CO CO Circle 7', e) Pascal Mont Case) (Natural hors!Case alure: Rating:95.0 N❑✓ P❑O❑E❑ N❑%0ME1_ S_Q N/A Ia. PassO Fail❑ PassOFail❑ N/A I'1',%-1 NSA 1,wi i Yes 0 Type: StandardTand- Indirect Tankless ❑ Size: Style Common Vent❑ Winter Neater Primarv: No Instant--,uieous ✓ ommercial ) (Gallo/:,) Y n ❑C (.See,lole56e/ou' Stand Alone s z VentirtY Tvne s Drat Sin!lace Snillare(Natural v CO CO E cienev Fuel Type (Circle Type) (Pascal) (ff'orse Case) (Worse Case) , aaoal) 0.95 NoPL]O❑E❑I N❑M❑SQ N/A I'a Pass ✓❑Fail❑ Pass_❑✓ Fail❑ N/A [TM N/A 111IN11 welt Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No Oven CO 2 PPIv1 Ambient CO(During Oven CO Testing) c - PPN"9 1 Heating Sjsemm Efficiency: Eater AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 'Ftre l Tj pe: N =Natural Gas P=Propane O=Oil E=Electric r Veining Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance If the Venting Type selected is S,no Draft or Spillage tests we required Ibr that appliance A CO test IS REQUIRED Ibr all appliances regardless of Venting Type,if the exhaust vent is accessible. 4(Vater Heater Stile: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is httlirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If\Pater I(cater'l'ype rs"Commercial'mid the unit is 99 gallons or Ic+s,enter a maximum-modeled I?F of.54 If Water Heater fypc is"Commercial"and the unit is 100 gallons or more,enter a maxlnurm-modeled EF of.43 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: w �� Date: 2019-04-02 Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 1340 Ships Drive City: Southold Builder Name: JNS Construction Builder Tracking 4 Combustion Appliance Zone(CAZ)# 1 of 2 Location of this CAZ: Basement (U.se m1chitonal for ms if more arca:one CAL or rf/tone ha+nruhiple heatutg systems or wetter heaters) Date of Test: 2019-04-02 Outdoors Temp During Test: 45 OF CAZ Depressurization (NOTE:Net Change=Test Pressure-Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A pp\I Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No Net Change: N/A pa. If Yes,Total CFM Simulated (e_iplain m note,) NOTES: Heating,System Primarv: Yes[Z]No❑ Tyne: Furnace[Z]Boiler❑Heat PtunpQ Other E serene l Fuel Tyne z Ventine Tyne s Drat Sin llaSin llane CO CO Circle,7a Pascal (Worst Case) lvatural) f'orst Case atural) RatinQ:950 NOP❑O❑E❑ N❑NaM[]S_o NSA I'a Pass❑✓ Fail❑ Pass❑✓Fail❑ N/AI'I'M NSA I'PN't Watel•Ifeater Primary es ❑✓ Trt�c: Standard Tank❑Indirect Tankless ❑ Size: Style Common Vent No _❑ Inst<uttaneous ✓❑Commercial (.See Note5helow) (Galmnry ' Stand Alone Z E-friciencys Friel Tyne 2 Venting Tvne s Drat S ilia e Spillage(Nana al) CO n CO (Circle Type) (Pascal) (Worse Case) (Worse Care) (Natural) 1?h: 0 95 N❑✓ P❑O❑E.❑ N❑NIEIS❑✓ N/A I'a Pass❑✓ Fail❑ PasspFail❑ N/A PPNI N/A PPkI OPe/l' Oven is Electric or No Oven Exists ❑ OvenRange Hood Vented to Outside Yes No❑ Oven CO 2 PP\•I Ambient CO(During Oven CO Testing) o PP\•I HeathSVSIeni Efficiency:— ffciency Enter AFUE for furnace or boiler; HSPF for heat pump;COP if heat pump is geothermal 'Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 'Venting; TFpe: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically.Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is N1.no Draft lest is required lbr that appliance. If the Venting Type selected is S,no Dralt or Spillage test~arc required for that appliance. A CO test IS REQUIRED for all appliances regardless of venting Type,if the exhaust vent is accessible. ' Ihnler Heater Sh'le: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s {Vater Heater Ef-ciency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Watcr I Ieater'rype is"Commercial"and the unit is 99 gallons or less.enter a maximum-modeled CI•of.54 I I'Water Heater I ype is"Commercial"and the unit is 100 gallons or more,enter a maximunrmodeled IvF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2019-04-02 JNS 1340 Shipyard Drive Southold HVAC Load Calculations for JNS Contracting P.o.box 385 Wading River N.Y.11947 _ RGY _ STING Prepared By: Robert B Delfino Energy Testing Services LLC 1648-A Locust Ave Bohemia N.Y.11716 631-244-2627 Thursday, October 4,2018 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. L 7Residentia[A Light Commercial HVAC_Loads Elite Software Development,Inc. Services LLC JNS 1340 Shipyard Drive Southold 171 2B e 2 Pro'ect Report General Pro'ect Information Project Title: JNS 1340 Shipyard Drive Southold Project Date: 10-4-18 Client Name: JNS Contracting Client Address: P.o.box 385 Client City: Wading River N.Y.11947 Client Phone: 631-929-5500 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 Data 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 Bulh Wet Bulb Rel. Wm BeLJHim Dly Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Fi ures Total Building Supply CFM: 1,571 CFM Per Square ft.: 0.436 Square ft. of Room Area: 3,600 Square ft. Per Ton: 1,081 Volume(W): 23,715 Building-Loads Total Heating Required Including Ventilation Air: 39,826 Btuh 39.826 MBH Total Sensible Gain: 35,331- Btuh 88 % Total Latent Gain: 4,644 Btuh 12 % Total Cooling Required Including Ventilation Air: 39,975 Btuh 3.33 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\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC JNS 1340 Shipyard Drive Southold Bohemia,NY 11716 Page 3 Miscellaneous Report System 1 1 System 1 Stfl 1 Zone Outdoor -Outdoor Outdoor -Indoor. Indoor, Grains In ut°Data Dry Bulb Wet Bulb Rel.Hum .Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System' '2 2System 2ndfl 2 Zone Outdoor Outdoor Outdoor, Indoor Indoor Grains In put Data Dry Bulb :Wet Bulb Rel.Hum' Rel.Hum - Dry Bulb Difference Winter: 10 9 80% n/a .70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizin In uts 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. Outside Air Data Winter Summer Infiltration Specified: 0.130 AC/hr 0.070 AC/hr _ __ 51 CFM _ __ _ 28__CFM Infiltration Actual: 0.284 AC/hr 0.263 AC/hr Above Grade Volume: X 23,715 Cu.ft. X 23,715 Cu.ft. 6,746 Cu.ft./hr 6,226 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 112 CFM 104 CFM,- Total FM°Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration&Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.130 AC/hr(27 CFM), Construction:Tight Summer Infiltration Specified: 0.070 AC/hr(14 CFM), Construction:Tight ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.130 AC/hr(25 CFM), Construction: Tight Summer Infiltration Specified: 0.070 AC/hr(13 CFM), Construction: Tight Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. 'Tv De Description .Location Ceilin-q Leakage. Insulation Area ITIMDD 1 Supply Main Attic 16B 0.12 6 343 No 1 Return Main Attic 16B 0.24 6 64 No C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM Rhv�-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Eneing Services LLCJNS 1340 Shipyard Drive Southold BohY 1171 Page 4 Load Preview Report Ne ft. ) Sen La Net Sen Sy Sy Sy Duct Scope To /Tor AreaAct l Gai Gai Gai Loss CFM CFM CFM Size Buildinq 333 1,081 3,600 35,331 4,644 39,975 39,826 506_1,571 1,571 System 1 160 1,452 2,329 16,281 2,964 19,245 17,643 2301___7421 742 18x 1_ Zone 1 2,329 16,281 2,964 19,245 17,643 230 742 742 18x 1-Basement 965 500 0 500 3,174 41 23 23 1-- 2-Kitchen/Breakfast 428 6,962 1,451 8,413 2,677 35[ 317 317 3--6 3-Livinq Room 372 5,159 648 5,807 4,136 541_235' 235 3--5 4-Mudroom 112 367 142 509 1,814 24l_ 17i 17 1-4 5-Home Office 65 1,899 306 2,205 1,272 171 87: 87 1--5 6-Powder Room 38 275 82 357 916 12i 13 13 1-4 7-Pantry 39 332 41 373 509715 15 1-- 8-LowerFoyer 223 679 251 930 2,654 35f_3 31 1-4 10-Master WIC Left 44 80 43 123 439 61, _ 4 ' 1--4 11-Master WIC Riqht 43 28 0 28 52 1(- � 1 1-4 System 2 1.73 736 1,271 19,050 1,680 20,730 22,183 276L_� 1__829� 829 20x Supply Duct Latent 372 372 Return Duct 850 249 1,099 951 Zone 1 1,271 18,200 1,059 19,259 21,232 276 829 829 20.E 9-Master Bath 134 1,536 194 1,730 3,564 46 _ 170 70 1--5 12-Master Bedroom 300 3,994 265 4,259 5,149 67i_182, 182 2--6 13-Bedroom 2 174 3,480 172 3,652 3,450 45r�__� _ L59 1 159 2--5 14-Bedroom 3 173 3,474 169 3,643 3,408 44158; 158 2--5 15-Bath 2 68 129 53 182 822 11 f L_-6' 6 1-4 16-UpperFoyer 238 2,335 126 2,461 2,829 37� 1_106 106 1--6 17-Bedroom1 184 3,251 80 3,331 2,009 26;____148! 148 2--5 C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM r Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC AS 1340 Shipyard Drive Southold Bohemia,NY 11716 Pagge 5 Duct Size Preview Room or SMimmu Maximu Rough Desig SP Duc Duc Source Htg Cl g Act Duct Duct Name Velocit Velocd Facto L/10 Loss Velocit Lengt Elp �El- Sad Svstem 1 Supply Runouts Zone 1 1-Basement Built-In 450 750 0.01 01 2611 41 L 2i 23 1-- 2-Kitchen/Breakfast Built-In 450 750 001 01 5385 35 317 317 3--6 3-Living Room Built-In 450 750 1001 0.1 5747 54 23, 235 3--5 4-Mudroom Built-In 450 750 001 01 1916 24= 17 1-- 5-Home Office Built-In 450 750 001 01 6346 17=8 87 1--5 6-Powder Room Built-In 450 750 001 01 1436 121� 13 1-- 7-Pantry Built-In 450 750 001 01 1734 7 t- �y 15 1-- 8-Lower Fover Built-In 450 750 001 0.1 354.5 3531 31 1-- 10-Master WIC Left Built-In 450 750 001 01 41.8 6 4 1-- 11-Master WIC Riqht Built-In 450 750 001 01 146 1 11 1 1-- Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0 003 01 741 8 230_74 742 18.E Svstem 2 Supply Runouts Zone 1 9-Master Bath Built-In 450 750 001 0.1 5132 46-7 70 1--5 12-Master Bedroom Built-In 450 750 001 0.1 463.4 67 18 182 2--6 13-Bedroom 2 Built-In 450 750 001, 01 581 5 45159_ 159 2--5 14-Bedroom 3 Built-In 450 750 0.01 01 5805 4415� 158 2--5 15-Bath 2 Built-In 450 750 0.01 01 676 11= 6 1-- 16-Upper Fover Built-In 450 750 0.01 0.1 541 9 3710 106 1--6 17-Bedrooms Built-In 450 750 001 01 543.2 26 148 148 2--5 Other Ducts in System 2 Supply Main Trunk Built-In 650 900 0 003 0.1 7464 276F 1 829 20.E Summary Svstem 1 Heating Flow- 230 Cooling Flow. 742 Svstem 2 Heating Flow- 276 Cooling Flow: 829 C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM C Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLC JNS 1340 Shipyard Drive Southold Bohemia,NY 11716 Page 6 Total Building Summary Loads Component Area Sen Lat Sen Total Descri tion Quan -Loss Gain .Gain Gain 3A-b-o: Glazing-Double pane low-e(e=0.40), operable 491.1 9,133 0 13,423 13,423 window, metal frame with break, u-value 0.31, SHGC 0.3 3A-b-o: Glazing-Double pane low-e(e'=0.40), operable 9.4 174 0 288 288 window, metal frame with break, u-value 0.31, SHGC 0.3 11 P: Door-Metal-Polyurethane Core 60 1,044 0 330 330 R-13:Wall-Basement, Custom, R13 Closed Cell 696 3,174 0 0 0 Basement walls 12F-Osw:Wall-Frame, R-21 insulation in 2 x 6 stud 2454.2 9,571 0 1,323 1,323 cavity, no board insulation, siding finish,wood studs Flats-R49 FG Batt: Roof/Ceiling-Under Attic with 1423 1,710 0 938 ' 938 Insulation on Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R49 insulation Flats R-38 -with R-ll Cross hatch Subtotals for structure: 24,806 0 16,302 16,302 People: 5 1,000 1,150 2',150 Equipment: 900 13,240 14,140 Lighting: 0 0 0 Ductwork: '7,618 621 3,728 4,349 Infiltration:Winter CFM: 112, Summer CFM: 104 7,402 2,123 911 3,034 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Exhaust:Winter CFM: 100, Summer CFM: 100 Total Building Load Totals: 39,826 4,644 35,331 39,975 Check.Fi ures. Total Building Supply CFM: 1,571 CFM Per Square ft.: 0.436 Square ft.of Room Area: 3,600 Square ft. Per Ton: 1,081 Volume(W): 23,715 [Building Loads Total Heating Required Including Ventilation Air: 39,826 Btuh 39.826 MBH Total Sensible Gain: 35,331 Btuh 88 % Total Latent Gain: 4,644 Btuh 12 % Total Cooling Required Including Ventilation Air: 39,975 Btuh 3.33 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\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC JNS 1340 Shipyard Drive Southold Bohemia,NY 11716 Page 7 Manual S Performance Data - System 1 - 9 S stem 9 Stfl 1 Zone Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 16.281 Outdoor Wet Bulb: 71 Latent Gain: 2.964 Indoor Dry Bulb: 75 Total Gain: 19.245 Indoor RH: 50 Load SHR: 0.85 Supply Airflow: 742 Entering Dry Bulb: 75 Entering Wet Bulb: 62.5 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 17.643 Indoor Dry Bulb: 70 Entering Dry Bulb: 70.0 Indoor RH: 30 Supply Airflow: 230 Equipment Performance Data at S stem Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Model:24ACC624A*030*+FX4DNF025L, Nominal Capacity:23.400, Manufacturer: CARRIER dinterpolat2o Frf fF EDB EWB f Air Flow ODB Total Power 75 F °F CFM °F Capacity Input Sensible 4 MBtuh ? kW S/T Capacity l _i j .MBtuh 75 23.23 1.55 0 853 19.8 700--= _ 85 22.25 1.73 0 869 19.3 62' - 75 23.91 1.58 0.894 21.3 Y�80 F 85 22.85 1.77 0.995 22.7 ��7001 , 75 23.72 1.55 0.68 16.1 �F 85 22.62 1.73 0.693 15.6- 63 - - 75 24.23 1.58 0.711 17.2 800 85 23.06 1.77 0.726 16.7 Interpolation Results: Percent Load of I nad Sensible Capacity: 18.463 16.281 113% Latent Capacity: 4.405 2.964 149% Total Capacity: 22.868 19.245 119% Power Input: 1.71 Heating: Model Type: Propane Furnace, Model: 59SP5A060E14--12, Nominal Capacity: 58.000, Manufacturer: CARRIER CORPORATION Results: Percent Load of Load Heating Capacity: 58.000 17.643 329% C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4, 2018, 12:00 PM �Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC r JNS 1340 Shipyard Drive Southold Bohemia,NY 11716 Page g Manual S Performance Data - System 2 - 2S stem 2ndfl 2 Zone Loads and Design Conditions " Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 19.050 Outdoor Wet Bulb: 71 Latent Gain: 1.680 Indoor Dry Bulb: 75 Total Gain: 20.730 Indoor RH: 50 Load SHR: 0.92 Supply Airflow: 829 Entering Dry Bulb: 75.9 Entering Wet Bulb: 62.8 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 22.183 Indoor Dry Bulb: 70 Entering Dry Bulb: 66.9 Indoor RH: 30 Supply Airflow: 276 E ui ment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Model:24ACC624A*030`+FX4DNF025L, Nominal Capacity:23.400, Manufacturer: CARRIER —e�r' Interor"._..�L Data- EDB Total' .I Power 75.9 OF EWB Air'Flow ODB r y Input Ca acit In OF CFM OF i p � p ; Sensible IIID MBtuh kW S!T Capacity _ MBtuh i 80 7 23.91 1.58 0.894 21.3 62`-- r 85 22.35 1.77 1.017 22.7 ( 75 24.6 1.62 1 24. ! 90 F N-85 23.62 18 1 23.6 80 ` 75 24.23 1.58 0.711 17.2 63 -900 X85 23.06 1.77 0.726 16.7 75 2461 1.62 0.742 18.2 90 F 85 23.42 1.8 0.76 17.7 Interpolation Results: Percent Load. of Load Sensible Capacity: 18.289 19.050 96% Latent Capacity: 5.030 1.680 299% Total Capacity: 23.319 20.730 112% Power Input: 1.74 Heating: Model Type: Propane Furnace, Model: 59SP5A060E17--14, Nominal Capacity: 58.000, Manufacturer: CARRIER CORPORATION Results: Percent Load of Load Heating Capacity: 58.000 22.183 261% C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC JNS 1340 Shipyard Drive Southold Bohemia.NY 11716 Pa e 9 S stem 7 Zone 1 Summary Loads Average Load Procedure for Rooms Component Area Sen Lat Sen Total Description Quan Loss Gain -Gain Gain 3A-b-o: Glazing-Double pane low-e(e=0.40),operable 258.5 4,808 0 7,229 7,229 window, metal frame with break, u-value 0.31, SHGC 0.3 3A-b-o: Glazing-Double pane low-e(e=0.40),operable 9.4 174 0 288 288 window, metal frame with break, u-value 0.31, SHGC 0.3 11 P: Door-Metal-Polyurethane Core 60 1,044 0 330 330 R-13:Wall-Basement, Custom, R13 Closed Cell 696 3,174 0 0 0 Basement walls 12F-Osw:Wall-Frame, R-21 insulation in 2 x 6 stud 1162 4,532 0 627 627 cavity, no board insulation, siding finish,wood studs Flats-R49 FG Batt: Roof/Ceiling-Under Attic with 152 183 0 100 100 Insulation on Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R49 insulation Flats R-38 with R-II Cross hatch Subtotals for structure: 13,915 0 8,574 8,574 People: 5 1,000 1,150 2,150 Equipment: 900 6,100 7,000 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 57, Summer CFM: 52 3,728 1,064 457 1,521 System 1,Zone 1 Load Totals: 17,643 2,964 16,281 19,245 Check Figures Supply CFM: 742 CFM Per Square ft.: 0.319 Square ft.of Room Area: 2,329 Square ft. Per Ton: 1,452 Volume(ft3): 12,276 Zone Loads Total Heating Required: 17,643 Btuh 17.643 MBH Total Sensible Gain: 16,281 Btuh 85 % Total Latent Gain: 2,964 Btuh 15 % Total Cooling Required: 19,245 Btuh 1.60 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\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM Rhvac_-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqy Testinq Services LLC JNS 1340 Shipyard Drive Southold Bohemia.NY 11716 Page 10 S stem 2 Zone 9 Summary Loads (Average Load Procedure for Rooms Component Area Sen Lat Sen Total Descri tion - Quan Loss Gain. Gain Gain 3A-b-o: Glazing-Double pane low-e(e=0.40), operable 232.6 4,325 0 6,194 6,194 window, metal frame with break, u-value 0.31, SHGC 0.3 12F-Osw:Wall-Frame, R-21 insulation in 2 x 6 stud 1292.2 5,039 0 696 696 cavity, no board insulation, siding finish,wood studs Flats-R49 FG Batt: Roof/Ceiling-Under Attic with 1271 1,527 0 838 838 Insulation on Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R49 insulation Flats R-38 with R-II Cross hatch Subtotals for structure: 10,891 0 7,728 7,728 People: 0 0 0 0 Equipment: 0 7,140 7,140 Lighting: 0 0 0 Ductwork: 6,667 0 2,878 2,878 Infiltration:Winter CFM: 56 Summer CFM: 52 3.674 1,059 454 1,513 System 2,Zone 1 Load Totals: 21,232 1,059 18,200 19,259 Check Fi ures Supply CFM: 829 CFM Per Square ft.: 0.652 Square ft.of Room Area: 1,271 Square ft. Per Ton: 792 Volume(W): 11,439 Zone Loads Total Heating Required: 21,232 Btuh 21.232 MBH Total Sensible Gain: 18,200 Btuh 95 % Total Latent Gain: 1,059 Btuh 5 % Total Cooling Required: 19,259 Btuh 1.60 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 sire 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\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM Rhvac 7NY tial&Light Commercial HVAC Loads- , Elite Software Development,Inc. Enerqv ervices LLC JNS 1340 Shipyard Drive Southold Boh i71 page 11 Detailed RoomLoads - Room 1 - Basement (Average Load Procedure General I I Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 965.0 sq.ft. Supply Air: 23 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.2 AC/hr Volume: 7,720 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 23 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 261 ft./min. Percent of Supply: 0 % Runout Air Velocity: 261 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.079 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Descri tion Quantily Value _HTM -Loss HTM Gain Gain E-Wall-R-13 56 X 8 448 0.076 4.6 2,043 0.0 0 0 S-Wall-R-13 31 X 8 248 0.076 4.6 1,131 0.0 0 0 Subtotals for Structure: 3,174 0 0 Infil.:Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 0 0 Equipment: 0 500_ Room Totals: 3,174 0 500 C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM, Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC JNS 1340 Shipyard Drive Southold Bohemia,NY 11716 Page-12 Detailed Room Loads - Room 2 - Kitchen/Breakfast (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: 428.0 sq.ft. Supply Air: 317 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.9 AC/hr Volume: 3,852 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 106 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 539 ft./min. Percent of Supply: 0 % Runout Air Velocity: 539 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.185 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quant6 Value HTM Loss HTM Gain Gain W-Wall-12F-Osw 23.5 X 9 121.5 0.065 3.9 474 0.5 0 66 W-GIs-3A-b-o shgc-0.3 0%S 90 0.310 18.6 1,674 30.8 0 2.771 Subtotals for Structure: 2,148 0 2,837 Infil.:Win.:8.0, Sum.: 7.4 212 2.501 529 0.307 151 65 Ductwork: 0 0 People:200 lat/per, 230 sen/per: 2 400 460 Equipment: 900 3,600 Room Totals: 2,677 1,451 6,962 C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC JNS 1340 Shipyard Drive Southold Bohemia,NY 11716 Page 13 Detailed Room Loads - Room 3 - Living Room (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: 372.0 sq.ft. Supply Air: 235 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.2 AC/hr Volume: 3,348 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 78 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 575 ft./min. Percent of Supply: 0 % Runout Air Velocity: 575 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.271 in.wg./100 ft. Actual Summer Infil.: 12 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantily Value HTM Loss HTM Gain Gain E-Wall-12F-Osw 20.3 X 9 85.7 0.065 3.9 334 0.5 0 46 S-Wall-12F-Osw 18.3 X 9 131.7 0.065 3.9 513 0.5 0 71 E-GIs-3A-b-o shgc-0.3 0%S 97 0.310 18.6 1,805 30.8 0 2,987 S-GIs-3A-b-o shgc-0.3 0%S 33 0.310 18.6 615 14.8 0 489 Subtotals for Structure: 3,267 0 3,593 Infil.:Win.: 13.2, Sum.: 12.1 347 2.501 869 0.305 248 106 Ductwork: 0 0 People: 200 lat/per,230 sen/per: 2 400 460 Equipment: 0 1,000 Room Totals: 4,136 648 5,159 C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM Rhvac-Residential&Light Commercial HVAC Loads Elite-Software Development,Inc. Energy Testinq Services LLC qnL> JNS 1340 Shipyard Drive Southold -Bohemia.NY 11716 Pagel 4 Detailed Room Loads - Room 4 - Mudroom Avera a Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 112.0 sq.ft. Supply Air: 17 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.0 AC/hr Volume: 1,008 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 17 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 192 ft./min. Percent of Supply: 0 % Runout Air Velocity: 192 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.043 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area = . - -U- Htg Sen . Clg. Laf . Sen Descri tion .. Quanti --Value- -HTM Loss- HTM Gain _ Gain W-Wall-12F-Osw 6.1 X 9 34.9 0.065 3.9 136 0.5 0 19 N-Wall-12F-Osw 16 X 9 124 0.065 3.9 484 0.5 0 67 W-Door-11 P 20 X 1 20 0.290 17.4 348 5.5 0 110 N -Door-11 P 20 X 1 20 0.290 17.4 348 5.5 0 110 Subtotals for Structure: 1,316 0 306 Infil.:Win.: 7.6, Sum.: 6.9 199 2.504 498 0.307 142 61 Ductwork: 0 0 Room Totals: 1,814 142 367 EauID rent Cooling Loads Continuous Continuous , Output Output Average Percent Sensible Latent Sensible. Latent _ In-Use Used Load _ Load -Item Name Btuh Btuh Out ut per Hour -Btuh Btuh Vented clothes dryer- 10 1707 0 50 50 427 0 percent to space Clothes washing machine- 205 0 50 50 51 0 10 percent to space Miscellaneous Equipment _ -478, __ 0 100_ 100 _ -478 _ 0 Total 0 0 C:\Users\Robert\Documents\JNS2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM J Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC JNS 1340 Shipvard Drive Southold Bohemia.NY 11716 15 Detailed Room Loads - Room 5 - Home Office (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: 65.0 sq.ft. Supply Air: 87 CFM -Ceiling Height: 9.0 ft. Supply Air Changes: 8.9 AC/hr Volume: 585 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 87 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 635 ft./min. Percent of Supply: 0 % Runout Air Velocity: 635 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.330 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen Descri tion Quantity Value HTM Loss HTM Gain Gain E-Wall-12F-Osw 8.5 X 9 60 0.065 3.9 234 0.5 0 32 N -Wall-12F-Osw 8 X 9 72 0.065 3.9 281 0.5 0 39 E-GIs-3A-b-o shgc-0.3 0%S 16.5 0.310 18.6 307 30.8 0 509 UP-Ceil-Flats-R49 FG Batt 1 X 65 65 0.020 1.2 78 0.7 0 43 Subtotals for Structure: 900 0 623 Infil.:Win.: 5.6, Sum.: 5.2 149 2.505 372 0.310 106 46 Ductwork: 0 0 People:200 lat/per,230 sen/per: 1 200 230 Eqment: 0 1.000 Room Totals: 1,272 306 1,899 C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLCJNS 1340 Shipyard Drive Southold Bohemia. Y 11716 �L Page 16 Detailed Room Loads - Room 6 - Powder Room 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: 38.0 sq.ft. Supply Air: 13 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.2 AC/hr Volume: 342 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 13 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 144 ft./min. Percent of Supply: 0 % Runout Air Velocity: 144 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.025 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S-Wall-12F-Osw 8 X 9 59.5 0.065 3.9 232 0.5 0 32 E-Wall-12F-Osw 4.7 X 9 42.3 0.065 3.9 165 0.5 0 23 S-GIs-3A-b-o shgc-0.3 0%S 12.5 0.310 18.6 233 14.8 0 185 Subtotals for Structure: 630 0 240 Infil.:Win.:4.3, Sum.:4.0 114 2.502 286 0.306 82 35 Ductwork: 0 0 Room Totals: 916 82 275 C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC JNS 1340 Shipyard Drive Southold Bohemia. Y 11716 p Detailed Room Loads - Room 7 - Pantry 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: 39.0 sq.ft. Supply Air: 15 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 351 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 15 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 173 ft./min. Percent of Supply: 0 % Runout Air Velocity: 173 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.036 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen CIg Lat Sen Description Quantily Value HTM Loss. HTM Gain Gain E-Wall-12F-Osw 6.4 X 9 48.6 0.065 3.9 190 0.5 0 26 E-GIs-3A-b-o shgc-0.3 0%S 9.4 0.310 18.6 174 30.8 0 288 Subtotals for Structure: 364 0 314 Infil.:Win.:2.2, Sum.:2.0 58 2.502 145 0.311 41 18 Ductwork: 0 0 Room Totals: 509 41 332 C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLC AS 1340 Shipyard Drive Southold Bohemia, 1716 Page 18 Detailed Room Loads - Room 8 - Lower Foyer Averaa Load Procedure General 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: 31 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.9 AC/hr Volume: 2,007 cu.ft. Req.Vent. CIg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 31 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 355 ft./min. Percent of Supply: 0 % Runout Air Velocity: 355 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.144 in.wg./100 ft. Actual Summer Infil.: 12 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantily Value HTM Loss HTM Gain Gain E-Wall-12F-Osw 33 X 9 267.6 0.065 3.9 1,044 0.5 0 144 N-Wall-12F-Osw 4 X 9 36 0.065 3.9 140 0.5 0 19 S-Wall-12F-Osw 2 X 9 18 0.065 3.9 70 0.5 0 10 E-Door-11 P 20 X 1 20 0.290 17.4 348 5.5 0 110 E -GIs-3A-b-o shgc-0.3 0%S 9.4 0.310 18.6 174 30.8 0 288 Subtotals for Structure: 1,776 0 571 Infil.:Win.: 13.3,Sum.: 12.3 351 2.501 878 0.308 251 108 Ductwork: 0 0 Room Totals: 2,654 251 679 C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqy Testinq Services LLC � JNS 1340 Shipyard Drive Southold Bohemia, Y 1716 Page 19 Detailed Room Loads - Room 10 - Master WIC Left (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: 44.0 sq.ft. Supply Air: 4 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.6 AC/hr Volume: 396 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 4 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 42 ft./min. Percent of Supply: 0 % Runout Air Velocity: 42 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.002 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen CIg Lat Sen Description Quantily Value HTM Loss HTM -Gain Gain S-Wall-12F-Osw 6.7 X 9 60.3 0.065 3.9 235 0.5 0 33 UP-Ceil-Flats-R49 FG Batt 1 X 44 44 0.020 1.2 53 0.7 0 29 Subtotals for Structure: 288 0 62 Infil.:Win.:2.3, Sum.: 2.1 60 2.504 151 0.299 43 18 Ductwork: 0 0 Room Totals: 439 43 80 C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC JNS 1340 Shiovard Drive Southold Bohemia NY 11716 Page 20 Detailed Room Loads - Room 11 - Master WIC Ri ht (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: 43.0 sq.ft. Supply Air: 1 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.2 AC/hr Volume: 387 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 1 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 15 ft./min. Percent of Supply: 0 % Runout Air Velocity: 15 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM Lt' m Area -U- Htg Sen C19- Lat Sen scri tion. Quanti Value -HTM Loss HTM _ Gain Gain UP-Ceil-Flats-R49 FG Batt 1 X 43 43 0.020 1.2 52 0.7 0 28 Subtotals for Structure: 52 0 28 Infil.:Win.:0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork 0 0 Room Totals: 52 0 28 C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM J Rhvac-Residential&Light Commercial HVAC,Loads Elite Software Development,Inc. Enerqv Testinq Services LLC AS 1340 Shipyard Drive Southold Bohemia. Y 11716 Page 21 Detailed Room Loads - Room 9 - Master Bath (Average Load Procedure General Calculation Mode: Htg.&cig. Occurrences: 1 ,Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 134.0 sq.ft. Supply Air: 70 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 1,206 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 70 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 513 ft./min. Percent of Supply: 0 % Runout Air Velocity: 513 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.217 in.wg./100 ft. Actual Summer Infil.: 9 CFM [Item Area -U- Htg Sen Cig L-at Sen Description Quantity Value HTM Loss HTM Gain Gain W-Wall-12F-Osw 16.5 X 9 119.2 0.065 3.9 465 0.5 0 64 S-Wall-12F-Osw 14.6 X 9 125.4 0.065 3.9 489 0.5 0 68 W-GIs-3A-b-o shgc-0.3 0%S 29.3 0.310 18.6 544 30.8 0 901 S-GIs-3A-b-o shgc-0.3 0%S 6 0.310 18.6 112 14.8 0 89 UP-Ceil-Flats-R49 FG Batt 1 X 134 134 0.020 1.2 161 0.7 0 88 Subtotals for Structure: 1,771 0 1,210 Infil.:Win.: 10.2, Sum.:9.5 280 2.408 674 0.297 194 83 Ductwork: 1,119 243 Room Totals: 3,564 194 1,536 1 C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC JNS 13,40 Shipyard Drive Southold Bohemia,NY 11716 ' - Pa 2' Detailed Room Loads - Room 12 - Master Bedroom (Average Load Procedure General Calculation Mode: Htg.&clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 300.0 sq.ft. Supply Air: 182 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 2,700 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 91 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 463 ft./min. Percent of Supply: 0 % Runout Air Velocity: 463 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.138 in.wg./100 ft. Actual Summer Infil.: 13 CFM Item Area -U- 3 Htg Sen Cig Lat Sen Descri tion Quanti Value HTM' Loss- " . HTM Gain -Gain` E-Wall-12F-Osw 17 X 9 123.7 0.065 3.9 483 0.5 0 67 S-Wall-12F-Osw 16.4 X 9 125 0.065 3.9 488 0.5 0 67 N -Wall-12F-Osw 9 X 9 81.1 0.065 3.9 316 0.5 0, 44 E-GIs-3A-b-o shgc-0.3 0%S 29.3 0.310 18.6 544 30.8 0 901 S-GIs-3A-b-o shgc-0.3 0%S 22.7 0.310 18.6 421 14.8 0 336 UP-Ceil-Flats-R49 FG Batt 1 X 300 300 0.020 1.2 360 0.7 0 198 Subtotals for Structure: 2,612 0 1,613 Infil.:Win.: 14.0, Sum.: 13.0 382 2.410 920 0.299 265 114 Ductwork: 1,617 632 Equipment: 0 1,635 Room Totals: 5,149 265 3,994, C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM Rhvac-Residential&Light Commercial HVAC-Loads . Elite Software Development,Inc. Enerqv Testinq Services LLC , -JNS 1340 Shipyard D_rive'Southold Bohemia NY 11716 Page-2-3' Detailed Room Loads - Room 13 - Bedroom 2 (Average Load Procedure General- Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 174.0 sq.ft. Supply Air: 159 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.1 AC/hr Volume: 1,566 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 79 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 582 ft./min. Percent of Supply: 0 % Runout Air Velocity: 582 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.278 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item " Area =U Htg = Sen Clg Lat" ° Sen Description Quantily, Value HTM .Loss HTM Gain Gain W-Wall-12F-Osw 14 X 9 96.7 0.065 3.9 377 0.5 0 52 N -Wall-12F-Osw 13.5 X 9 110.2 0.065 3.9 430 0.5 0 59 W-GIs-3A-b-o shgc-0.3 0%S 29.3 0.310 18.6 544 30.8 0 901 N -GIs-3A-b-o shgc-0.3 100%S 11.3 0.310 18.6 211 8.3 0 94 UP-Ceil-Flats-R49 FG Batt 1 X 174 -174 0.020 1.2 209 0.7 0 115 Subtotals for Structure: 1,771 0 1,221 Infil.:Win.: 9.1, Sum.: 8.4 248 2.408 596 0.299 172 74 Ductwork: 1,083 550 Equipment: 0 1.635 Room Totals: 3,450 172 3,480 C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM Rhvac--Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqy Testing Services LLC JNS 1340 Shlovard'Drive Southold Bohemia.NY 11716 Pad 4 Detailed Room Loads - Room 14 - Bedroom 3 (Average Load Procedure General - - - Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 173.0 sq.ft. Supply Air: 158 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.1 AC/hr Volume: 1,557 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 79 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 581 ft./min. Percent of Supply: 0 % Runout Air Velocity: 581 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.277 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item Area - -U= Htg Sen - Clg; Lat Sen Descri tion QuantityValue -HTM Loss ' HTM _ Gain Gain N-Wall-12F-0sw 11 X 9 87.7 0.065 3.9 342 0.5 0 47 E-Wall-12F-Osw 14 X 9 96.7 0.065 3.9 377 0.5 0 52 S-Wall-12F-Osw 2 X 9 18 0.065 3.9 70 0.5 0 10 N-GIs-3A-b-o shgc-0.3 100%S 11.3 0.310 18.6 211 8.3 0 94 E--GIs-3A-b-o shgc-0.3 0%S 29.3 0.310 18.6 544 30.8 0 901 UP-Ceil-Flats-R49 FG Batt 1 X 173 173 0.020 1.2 208 0.7 0 114 Subtotals for Structure: 1,752 0 1,218 Infil.:�Win.: 8.9, Sum.: 8.2 243 2.412 586 0.296 169 72 Ductwork: 1,070 549 Equipment: 0 1,635 Room Totals: 3,408 169 3,474 L C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLC JNS 1340 Shipyard Drive Southold Bohemia NY 11716 Page 2 Detailed Room Loads - Room 15 - Bath 2 Avera e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number. 2 Room Width: n/a Zone Number: 1 Area: 68.0 sq.ft. Supply Air: 6 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.6 AC/hr Volume: 612 cu.ft. Req.Vent. CIg: 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: 68 ft./min. Percent of Supply: 0 % Runout Air Velocity: 68 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.006 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area . -U- Htg- Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-1217-0sw 8.5 X 9 76.5 0.065 3.9 298 0.5 0 41 UP-Ceil-Flats-R49 FG Batt 1 X 68 68 0.020 1.2 82 0.7 0 45 Subtotals for Structure: 380 0 86 Infil.:Win.:2.8, Sum.:2.6 77 2.405 184 0.301 53 23 Ductwork: 258 20 Room Totals: 822 53 129 C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday; October 4,2018, 12:00 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC JNS 1340 Shipyard Drive Southold Bohemia. Y 1171 ���77��VV/ P e 26 Detailed Room Loads - Room 16 - Upper Foyer Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 238.0 sq.ft. Supply Air: 106 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.0 AC/hr Volume: 2,142 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 106 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 542 ft./min. Percent of Supply: 0 % Runout Air Velocity: 542 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.188 in.wg./100 ft. Actual Summer Infil.: 6 CFM A Item Area -U- Htg Sen Clg Lat Sen Description Quanti Value HTM Loss HTM Gain Gain E-Wall-1217-0sw 20.1 X 9 146 0.065 3.9 569 0.5 0 79 E-GIs-3A-b-o shgc-0.3 0%S 34.9 0.310 18.6 650 30.8 0 1,076 UP-Ceil-Flats-R49 FG Batt 1 X 238 238 0.020 1.2 286 0.7 0 157 Subtotals for Structure: 1,505 0 1,312 Infil.:Win.: 6.6, Sum.: 6.1 181 2.410 436 0.299 126 54 Ductwork: 888 369 Equipment: 0 600 Room Totals: 2,829 126 2,335 C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM Rhvac-Residential&Light Commercial HVAC"Loads X Elite Software Development,Inc. Energy Te'stinq:Services LLC JNS 1340 Shipyard Drive Southold Bohemia,NY 11716 Page 27 Detailed Room Loads - Room 17 - Bedroom Average Load Procedure General Calculation Mode: Htg.&clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 184.0 sq.ft. Supply Air: 148 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.4 AC/hr Volume: 1,656 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: 543 ft./min. Percent of Supply: 0 % Runout Air Velocity: 543 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.243 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area _ -U- Htg Sen Clg Lat Sen Description Quanti Value HTM Loss HTM Gain Gain W-Wall-12F-Osw 12.8 X 9 85.9 0.065 3.9 335 0.5 0 46 W-GIs-3A-b-o shgc-0.3 0%S 29.3 0.310 18.6 544 30.8 0 901 UP-Ceil-Flats-R49 FG Batt 1 X 184 184 0.020 1.2 221 0.7 0 121 Subtotals for Structure: 1,100 0 1,068 Infil.:Win.:4.2, Sum.: 3.9 115 2.413 278 0.295 80 34 Ductwork: 631 514 E uipment: 0 1,635 Room Totals: 2,009 80 3,251 C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM Rhvac-Residential&Light Commercial HVAC Loads �,�'� Elite Software Development,Inc. Energy Testinq Services LLC 971 JNS 1340 Shipyard Drive Southold Bohemia NY 11716 +1J/l Paae 28 System 1 Room Load Summar Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No, Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Basement 965 3,174 41 1-4 261 500 0 23 23 2 Kitchen/Breakfast 428 2,677 35 3-6 539 6,962 1,451 317 317 3 Living Room 372 4,136 54 3-5 575 5,159 648 235 235 4 Mudroom 112 1,814 24 1-4 192 367 142 17 17 5 Home Office 65 1,272 17 1-5 635 1,899 306 87 87 6 Powder Room 38 916 12 1-4 144 275 82 13 13 7 Pantry 39 509 7 1-4 173 332 41 15 15 8 Lower Foyer 223 2,654 35 1-4 355 679 251 31 31 10 Master WIC Left 44 439 6 1-4 42 80 43 4 4 11 Master WIC Riaht 43 52 1 1-4 15 28 0 1 1 System 1 total 2.329 17,643 230 16.281 2.964 742 742 System 1 Main Trunk Size: 18x8 in. Velocity: 742 ft./min Loss per 100 ft.: 0.108 in.wg F—Co6ling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.60 85%/15% 16,281 2,964 19,245 Actual: 1.95 75%/25% 17,550 5,850 23,400 E ui ment Data _Heating System Cooling System Type: Propane Furnace Standard Air Conditioner Model: 59S P5A060 E 14--12 24ACC624A*030* Indoor Model: FX4DNF025L Brand: CARRIER PERFORMANCE 16 AC Description: Natural Gas or Propane Furnace Efficiency: 95.5 AFUE 16 SEER Sound: 0 0 Capacity: 58000 Btuh 23400 Btuh Adjusted Capacity: n/a 22,868 Btuh Sensible Capacity: n/a 17,550 Btuh Adjusted Sensible Capacity: n/a 18,463 Btuh Latent Capacity: n/a 5,850 Btuh Adjusted Latent Capacity: n/a 4,405 Btuh AHRI Reference No.: n/a 9178274 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: 16,281 Btuh, Lat. gain:2,964 Btuh, Sen. loss: 17,643 Btuh, Entering clg. coil DB: 75F, Entering clg. coil WB: 62.5F, Entering htg. coil DB: 70F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 742 CFM, Req. htg. airflow: 230 CFM C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4, 2018, 12:00 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC JNS 1340 Shipyard Drive Southold Bohemia,NY 11716 ��L' Page 29 System 2 Room Load Summar Htg Min Run Run, Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg. Sys No Name- SF Btuh CFM Size Vel Btuh Btuh, CFM CFM ---Zone 1--- 9 Master Bath 134 3,564 46 1-5 513 1,536 194 70 70 12 Master Bedroom 300 5,149 67 2-6 463 3,994 265 182 182 13 Bedroom 2 174- 3,450 45 2-5 582 3,480 172 159 159 14 Bedroom 3 173 3,408 44 2-5 581 3,474 169 158 158 15 Bath 2 68 822 11 1-4 68 129 53 6 6 16 Upper Foyer 238 2,829 37 1-6 542 2,335 126 106 106 17 Bedroom1 184 2.009 26 2-5 543 3.251 80 148 148 Duct Latent 372 Return Duct 951 850 249 System 2 total 1.271 22.183 276 19.050 1.680 829 829 System 2 Main Trunk Size: 20x8 in. Velocity: 746 ft./min Loss per 100 ft.: 0.105 in.wg Fcooiina system Summary Cooling Sensible/Latent Sensible Latent Total'. Tons' Split Btuh Btuh Btuh Net Required: 1.73 92%/8% 19,050 1,680, 20,730 Actual: 1.95 75%/25% 17,550 5,850 23,400 Eciuiment Data Heating System Cooling System Type: Propane Furnace Standard Air Conditioner Model: 59SP5A060E17--14 24ACC624A*030* Indoor Model: FX4DNF025L Brand: CARRIER PERFORMANCE 16 AC Description: Natural Gas or Propane Furnace Efficiency: 96.5 AFUE 16 SEER Sound: 0 0 Capacity: 58000 Btuh 23400 Btuh Adjusted Capacity: n/a 23,319 Btuh Sensible Capacity: n/a 17,550 Btuh Adjusted Sensible Capacity: n/a 18,289 Btuh Latent Capacity: n/a 5,850 Btuh Adjusted Latent Capacity: n/a 5,030 Btuh AHRI Reference No.: n/a 9178274 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: 19,050 Btuh, Lat.gain: 1,680 Btuh, Sen. loss:22,183 Btuh, Entering clg. coil DB: 75.9F, Entering clg. coil WB: 62.8F, Entering htg. coil DB:66.917, Clg. coil TD:20F, Htg. coil TD: 70F, Req. clg.airflow: 829 CFM, Req. htg. airflow: 276 CFM C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM Rhvac-Residential$Light Commercial HVAC Loads �\ Elite,Software Development,Inc. Energy Testinq Services LLC JNS 1340 Shipyard Drive Southold Bohemia.NY 11716 Pacie 30 Buildin Rotation Duct Sizes �r F a a�LEa Room or S Max Duct Name Duct Htg Clg �H:tgtlg Htg Clg Htg Clg Htg Clg HtgLF Clg Htg Clg Htg Clg Sze Flow _Eto _ELo -EJ ..60A_ 12 . Svstem 1 Supply Runouts Zone 1 1-Basement 41 l ._ 23 41 L 2 41 CSL 41­ 25 41 L _2-4 41 23 41 — -t 41 23, 1--4 2-Kitchen/Breakfast 35 31 35 27 35 23 35 30 I 35. 3291 35 29� 35 t .G54 35 29 3--6 3-Living Room 54 23- 54 23 54 19 54! _ 2.42, 54__23 54 .24 54- _ 16 54 . 20 3--5 4-Mudroom 24l_ 24 24 1_�7 24' 19' 24�I 24= 24� 24= 1--4 5-Home Office 17® 17 8 17[ 741 17 0 17! _90 17=9 17 17F�---7Q 1--6 6-Powder Room 1213 12 19 12',____22 12= 12 123 12 12L�_�1) 1--4 7-Pantry 7_ ]� 7 7=9� 7r.�_�=1� 7 16 7�.- 11 7 7E=7't 1--4 8-Lower Foyer 35 31 35[--:235R . 2 35 � 35_ 32 35t 2 35=� 35=Z/� 1-4 10-Master WIC Left 6® 6 6 6; 4j 6 6=� 6 4 6� 1-4 11-Master WIC Right 1 1I 1 1!__ 1i; 1 DI 1 t - ll I 1 1 t_ Y 11 1-4 Other Ducts in System 1 Supplv Main Trunk 230 74 230 - 69 I 230 60 I 230 74 I 230., 756, 23067 I 230 .57 I 2300 20x8 Svstem 2 Supply Runouts Zone 1 I — I ?I 41 I 46 I 46 6 II 9-Master Bath 46 i__ 70 46 _ 9 46 - 66 46 .51�I 46 67 1--5 12-Master Bedroom 67F 18 671___190 67 Elaa 67 Elj67E:]7 67 17 67171 67 18$ 2--6 13-Bedroom 2 I 45 F7T5 I 45F 15 I 45 —=II 45 , 15 I 45 16 II 45 i _163 I 45=- I I 45161 I 2--5 14-Bedroom 3 44 15 44 16 44 _15 44,. 166 167, 44 44 155 44 141, 44 151 2--5 �6 15-Bath2 I 11 I 11 F-7-61, 11, 6,I 11{. 1 11=611 11=_ 1 11=I 11= 1-4 16-Upper Foyer I 37. 10 I 37�r98I 37 791 37 EajdI 37__1061 37 89,I 37 I 37 . 89 17-Bedroom1 26 14 26 13 26' 11 26 13 26___148' 26 14 26 12�i 2614. 2--5 Other Ducts in System 2 Supplv Main Trunk 276;__829 276 _79 276 7: 27687 1 276 __82 I 276=7 .1 276=- 71I 27680-3I 20x8 Bldq High Dir•West Sensible Gain 35,611 Latent Gain.4,645 Summary Svstem 1 Heatlno Flow: 230 Cooling Flow. 742 Svstem 2 Heating Flow. 276 Coollno Flow- 829 C:\Users\Robert\Documents\JNS 2sty1340 Shipyard Drive Southold.rh9 Thursday, October 4,2018, 12:00 PM • • o • FOUNDATION 'FOUNDATION ( 1 :1 VIM FRAMINGROUGH PLUMBING .� t Y. PINVAll STATE • .INSULATIONPER , WAR� Elm,IV!4'1!1TIC AV Em ri(40J L "�►�_ !- � WS , ARM << ' WATUANAlm- ADDITIONAL COMMENTS ' r W �, -o, - - _ ~ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 nn �i Survey Southoldtownny.gov PERMIT NO. OC �/ Check Septic Form N.Y.S D.E.C. Trustees 0c.', Application \'��/� Flood Permit Examined I DDD Single&Separate Truss Identification Form MAY Z C �o�� Storm-Water Assessment Form r� 9V!hl J Contact: � Approved l.� —,oa Mit to.air(v AT6.0�)/4 Disapproved a/c �rtl '' slll� v � • AA/�fS 1LJVSZ,W 11'Ha TOWN OF SO Phone-OL gay.reod Expiration a 120 iq �— t 01 Buil Inspect r- 11 APPLICATION FOR BUILDING PERMIT Date 14A./ as 20 18 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housi code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. 'Signatdre of applicant or name,if a corporation) Jsu s. E. asA ,WA to/&A$ It I past ?9a (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder F u r c.D�fL Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. ��3o l - 1� Plumbers License No. Electricians License No. ®$-412-)4C Other Trade's License No. 1. Location of land on which proposed work will be done: 13yo 5144N nsLlaog' sa( < Lo House Number Street Hamlet County Tax Map No. 1000 Section -49 Block 03 Lot C)a Subdivision Filed Map No. 03 Lot e» 2. State existing use and occupancy of premise,sand intended use and occupancy of proposed construction: a. Existing use and occupancy VAGAaIT ejLGQE K4 b. Intended use and occupancy_hk}f J4Sl 0cfJurl ALL �OA -19 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost O�pOb Fee (To be paid on filing thisipplication) 5. If dwelling,number of dwelling units __AJ_Number of dwelling units on each floor D If garage, number of cars 1 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 t Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front IX- D Rear Depth 31 D Height 071 - Q" Number of Stories 41 9. Size of lot:Front 1811.0y Rear 19y& 31 Depth 11P"•(� 10.Date of Purchase AW Name of Former Owner S110 ,q,01 VICS 11.Zone or use district in which premises are situated X-4/0 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO./ 13.Will lot be re-graded?YES / NO Will excess fill be removed from premises?YES_NO_ 14.Names of Owner of premises $V 4�!�Addresst6w dress Phone No. V3�. a S� r8 Name of Architect� &, V-04 St hone No Ir 31. Name of ContractorslNS C r6Lrn AddressAiN* $1✓&'9.• Phone No._L 31. 114W. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO ✓ *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) S : COUNTY O I being duly swom,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 aid work and to a and file this application; that all statements contained in this application are true to the best of his knowle ge and belief at the work will be performed in the manner set forth in the application filed therewith. TRACEY L. DWYER Sworn q�b�efore me thi NOTARY PUBLIC,STATE OF NEW YORK day o 201 NO.01 DW6306900 u QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,29-L5 NotaryPublic Signature of pplicant Scott A. Russell 0sUFFQ� STOIKIA�l WA\T]ER, SUPERVISOR MA\lam A\GIENI[]Elv'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET MAY 31 2016 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT' INVOLVE ANY OF THE FOLLOWING: � Yes No (CHECK ALL THAT APPLY) ❑© A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. { x❑❑ B: Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Q C.; Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑Q DI Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. i ❑Q Lill Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. x❑❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square I 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 Check List Form to the Building Department with your Building Permit Application. APPLICANT (Pioperty ON%ner.Design Professional.Agent.Contractor.Other) S.C.T.M. '`: 1000 Date Distrrct NAME Nick Zoumas 079 03 22 5/21/18 !e tion Block Lot FOR BUILDING DEPARTMENT USE ON__L__Y___"'____*__* Contact Information 631-929-5500 Td,pR Aum6rr IIf Reviewed By: - - - - - - - - - - - - - - - - i Date: Property Address/ Location of Construction Work: i — — — — — — — — — — — — — — — — — i Approved for processing Building Permit. 1340 Ship, Southold NY 11071 f El S -mwater Management Contiol Plan Not Required. I — — — — — — — — — — — — — — — l Stormwater Management Control Plan is Requned ;II (Forward to Engineering Department for Revien.) JI FORM * SMCP-TOS MAY 2014 APPLICANT S.C.T.M. 1000f_ (Property Owner,Design Professional,Agent,Contractor,Other) QSWM4- CHAPTER 236 D3 da► d Stormwater Management Control Plan CHECK LIST DAME. W1(,L� �ovr1A5 Section Mock Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Phar Date: �o 3 * The applicant must provide a Complete Explanation and/or Reason for not pro%iding � s•�'1� d aays 1 all Information that has Igen Required by the follow ing Checklistl �gnal rte TdeplmeNumbm 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YE NO NA If you need additional room foi•explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries 0 b. Total Site Acreage. =0 c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(02). "all inelude but d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. 0 e Iml a t0: e. Limits of Clearing& Area of Proposed Land Disturbance. ✓ �� ll the onstrudion Entrance. f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) ./ 00 Backed Slit Fencing,stabilization g. Location of all existing& proposed structures, roads' See ►ng of exposed and/or inactive driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. DRAINAGE INSPECTIONS ARE REQUIRED 1. Location of proposed Swimming Pool and discharge ring. � Contact TOS Engineering at - 6t3 before J. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). ./ 0 Backfill, 1. Location of proposed concrete washout area(s). that the diaindse has beeninstalled to Code M. Location of all pi oposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations shotiing that the stoi mwater improvements are sized to capture,stole,and infiltrate I I P, U V L-5 P11 on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/,,torm event 3. Details&Sectional Drawings for,,tormwater•piactices are iequued foi dppro\al. JUN — items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. 10 016 DEM b. Construction Entrance&Site Access. :;�=E=l ?SOOMOLID c. Inlet Drainage Structures (e.g.catch basins,it ench drains,etc) TowN OIL d. Leaching Structures (e.g.infiltration basim,swales,etc.) **** FOR ENGINEERING DEPARTMENT USE ONLYI 1 0**** Additional Information is Required. Revie\ved & Xj I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date. cr31 /8 I SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 $t}fFQLK ' BUILDING DEPARTMENT - Electrical Inspector D "Hall TOWN OF SOUTHOLD T Annex - 54375 Main Road - PO Box 1179 60 Southold, New York 11971-0959 `'��� • ��� 6 2018 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richertcptown.southold.nV.us AP NT B OR ELECTRICAL INSPECTION REQUESTED*B -Date— Company Date -- Y: .. - -...V � w;i►r���-�- l - Company Name: (.�Wn�c:, C�C - Name: License No.: email: ;rtc• Cowl Address: no q�o_X (o 13 [�of� b`�►z- tU l f'l Phone No.: 5-8-`73 %Z`f JOB SITE INFORMATION: (All Information Required) Name: �V�S � o✓>T������ Address: IN;QS c. 500k-k o AJ Cross Street: Phone No.: (� �j �- �5-5-0� Bldg.Permit#: email: Fax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) / h � jL ou Circle A[I That Apply: Is job ready for inspection?: ! NO Rough [n Final ' Do you need a Temp Certificate?: S lss ed On _ _ I Temp Information: (All information r quired). Service Size n�l 3 Ph Size: Old Meter# �e�iFire Reconnect- Flood Reconnect- Service Reconnected Undergroun ` Overhead # Underground Laterals 2 H Frame Pole Work done on Service? Y N Additional Information: c)A U 6- PAYMENT DUE WITH APPLICATION \� O G\ �s� S C� Request for Inspection Fam.xls N1F ILEGEND: S•THIICKREINFORCEDCONcRETE _ 1 KATHLEENL TRUST 2014 TRAFFIC BEARING SLAB I IRREVOCABLE SCTM. � � PROPOSED BUILDING �•��� _ ( 4-COMPACTED BCA BLEN0. CS�ATE1 FBAYE ( ` PROPOSED ASPHALT DRNEWAY TYPICAL N/F N 4177109'E 93.90 ANO �'�� -----PROPERTY LINE SCTM.IDDO-079-03-20 ' _ ) —Q�-PROPOSED CONTOUR B Bt CONCRETE (CONNECTED TO PRIVATE WELL) i I CISM11E1 —110—EXISTING CONTOUR o II N 10.19,41' / ROSION&SEDIMENT CONTROLS I '��PROPOSED TREE LINE I m m �III� o m®o Shall Include but' be limited to: / �— PROPOSED SILT FENCE a IIII ` / § D O m D= 10•TRAFFC BeAftlNO 013 A well maintained Construction E 1J1F' PROPOSED SEPTIC TANK ORAMBGELSE.Tw�cA1 Entrance JOAN TYRER / n PROPOSED SANITARY LEACHING POOL Wire Backed Silt Fencing,stabilization&` S (1000-07914. i " 1111 Seeding of e3( —s—s—PROPOSED SANITARY PIPE posed and/or inactive / 1313 PRECAMTCONC E EEP TE So I Is• / —.—PROPOSED B•ADS ROOF DRAINAGE PIPE L ®® — LEILciam / § _ / PROPOSED 10'0 DRAINAGE STRUCTURE(SOLID COVER) i 1]13 PROPOSED 10'0 DRAINAGE STRUCTURE(OPEN GRATE) _ =11111 ' //�\\ I `�r•B•' PROPOSED VWATER SERVICE _ - cLFAxapxoa 9 GMVEL FILL. I tr GROUND TEST HOLE LOCATION — //// IX.TREE LINE x•+•Ma, tD•+•aegwer ='+'wn. GRAVEL FBLR 6-1 I �/ L+ _Typical Section @ Leaching Pool / PROPOSED 2 STORY RESIDENCE GARAGE Scale:NTS d I �' y 1 / 4 BEDROOMS W/BASEMENT FGARA E / )I F.F.E.=27.75 \ t�ii 06'1N. / L+' ` FLOW�• 'C�` ""'X cme N R X 0 J vRTICALSLOPEA, ACE Ov .10 y1j� O A___fFE\' DETAIL yH PERSPECTIVE yVIEv 0 F \ /DONALDAU •• BEDDING B OX SCTM'1000-079-03.21 3 (CONNECTED TO PUBLIC I I / ANGLE FIRST STAKE TOWARD C: 33"MINIMUM_It OWATER) L�\ I / I �i PREVIOUSLY LAID BALE `^ YG h FENCES POST 2 m»a.u�w �wmmxamo..�m +uww.o.rmmc ' - \"/ ` I I FLOW • -(L, C' WOVEN WIREFENCE lE ,1s (810'10/10 WWF) a. I I i / `�zc%�• FILTER CLOTH PLAN MEW BOUND HAY BALES EMBED FILTER CLOTH PLACED ON CONTOUR MIN.G. INTO GROUND R O A O / // 2 RE-BARS:STEEL PICKETS OR u� „„•mom• m<w�^ J / -- _"S 2"STAKE31.5'tQ 2'IN GROUND. NOTE: `T aw..wioau:nwN.ur.•a U /// / S 9• V BAGS - I -— DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA �cTwrJ _ _ __ MAY BALES. 112 ACRE 1100 LINEAR FEET ANCHORING DETAIL EDGE [IF PA.4/EMENT PROFWATER `OPOSED HAYBALES i STRAW BALE DIKE DETAILS SECTION DETAIL •• �25� TEMPORARY CONSTRUCTION ENTRANCE METER PROP _ SILT FENCE DETAILS ` VTAP PROPOSED CONSTRUCTION •�• ''• IX 9CWA MAIN �25� ENTRANCE _ 1D, O C:5ypE;b 0 !lQIFS: DRAT CL BIC�,sJ/1.`E REC�VI � THE FOLLO MNO TEMPOgARY CANT I0111EA5UgF55HALL pE CON510EREOASAMWIMM SHIPS DRIVE 3 INAODMON TO ML SEDNENTATION AND EROSION CONTROLMEASURES SHOVM,TI¢ Contact TOS Engineering at 755-1560 before CONTRACTOR SHALL COMPLY NTiH ALLAOO TIONAL MEASURES DEEMED NECES ZBYTXE 1, TO ENOINEER PRIOR TO AND/OR DURING THE COURSE OF THE CONSTRUCTION E! -Backfill, OR Provide En ineees Certification \` SAND SAO ALSEDIMENT CONTROLDEVICEO AS INDICTED ON THE PLANS STIALL BE INSTALLED PpI0RT0 DISNRBINOANY SOK OR MILLWO OFAS..LT FAVEMENTIN ACCORDANCE LMTNTNE SEQUENCE OF CONSTRUCTION PLANS WXTMN THIS CONTRACT OR AS DWECIIDBYIHEENOINEE`PS%V that the drainage has bien I tailed to Co e. ` J �s O IMPERMEABLE CONTRACTOR SHALL MNNTAIN ALL SEDWENICONTROLS AND REMOVECOLLEGTEp SEDIMENTON C __ — �J A SXEETINO OFpROPERLY MLYSASITOANOFFSITLLOCBYTHAMONEASDIRECTEBYTIE ENGINEER LS L®E DISPOSED + - —. NOCONSTRUCTIONANO/ORIRES DEMOTED ARE GROUND DISTURSANCEMAY OCCUR UNOLALLbTFDAIgXTCONTROL C11 OR 1 �N SIDE SLOPPLACE.AND APPRWED By E�R 5 STABIMEASULUFD CONSTRUCTION ENTRANCE SWILL REMAIN FOR TIE DURATION-FTE SITENORK EXISTING WELL NO LONGER THE EN.INEER p - IN USE.RESIDENCE O O UPON COMPLETION OF WORK IN SEQUENCE .' 1 :� a� , ( ___1 •` _ !r,_ i - CONNECTED TO PUBLIC WATER 1 O O CD O f 1 O CONCRETE WASHOUT DETAIL pO• �+{i�`�'� �r,_( _ � �.-- 1 �-.�� ANNE)SWANSON •01 =\> i_t, j ------ r }�_ - NIF 1 CONNECTED T PUBLIC f' DING MOSHOVA ( 0 PUBUC N.T.S. d1TE eY t •I I j,•' -f.,. SCTM 1MOSH VA ( 1 WATER (CONNECTED TO PUBLIC 1 IDFSCRIP IM n Ex wEn�uaDs t~_ 1 7 WATER) 1 REVISIONS E� j -_ `JI-'-,Ii_�i �: - t APPRO STORM MANAGEi1AENT �. TOWN OF SOUTHAMPTON o` ti __,4=f ..-"fl .r t`�= ROL -T COLI@ a STORMWATER DRAINAGE �T�....wSUE j _�"y : t r 236 , CALCULATIONS- ..w o r ,�' Date: 3� 1340 SHIPS DRIVE Approved by: 4 _'ALT T�� a STORMWATER MANAGEMENT PLAN --=--"3'y"i:hu".?� v n;i+°OeoN=T.Ts•sF�� ��� Agency Pro National Title Ag Y o RC[F0'V[2� DD 6901 Jericho Turnpike,Suite 210,_Syosset, NY 11791 JUN 1 1 2018 SU-T,1DR qG DEPT. TOWN OF S(1 UTHOLD TITLE No: PNTSS19944S SINGLE AND SEPARATE SEARCH CERTIFIES TO: Pat McCrory Our Company has completed a single and separate.search for the above referenced premises and on the, lotscontiguous to the subject;premises, The attached has,been found of record at the Office of the County Clerk for the County".of Suffolk. Premises: 1340 Ships Drive,Southold,NY, 11971 District: 1000 Section: 079.00 Block:. 03.00 Lots: 019.000; 020.000, 021.000, 022.000 & 023.000 Certified as of.-April 3,2018 at 9:00 A.M. -Pro National'T'i>fle BY: Jeremy Berlin, Esq. Counsel Sworn to before me this -1 day of 20q, notary BRIAN MARUSCHAK Notary Public, State of New York No.01 MA6113126 Qualified in Suffolk County My Commission Expires July 19,20:� Pro National Title Agency 690x1- ichio.11 &p Re;Suite 2-Vd',S os-)et,NY 11791 S,irigle and Separate Search <<' f PNTSS19944S Deed Chain for-S,ubiect Premises: c D,is hr ct OQttya��Aftion: 079.00 Block: 03.00 Lot: 022.000: FROM: Thomas P. Dougherty, Joseph A. Shipule and Abraham Bender TO: Wanda Wittmeier DATED: 10/15/1970 RECORDED: 10/27/1970 LIBER: 6829 PAGE: 541 FROM: Wanda Wittmeier TO: Otto Wittmeier and Stacy Wittmeier, his wife DATED: 07/10/1987 RECORDED: 07/16/1987 LIBER: 10366 PAGE: 298 FROM: Wanda Wittmeier TO: Otto Wittmeier and Stacy Wittmeier, his wife DATED: 01/15/1988 RECORDED: 01/19/1988 LIBER: 10517 PAGE: 432 FROM: Otto Wittmeier and Stacy Wittmeier, his wife TO: Constantine Stefanides and Mary Stefanides, his wife DATED: 09/30/1988 RECORDED: 10/24/1988 LIBER: 10719 PAGE: 277 FROM: Mary Stefanides, a widow TO: Mary Stefanides Neofitos a/k/a Taki Stefanides and Paraskevas a/k/a Peter Stefanides,Trustees of the Mary Stefanides Living Revocable Trust dated February 12, 2003 DATED 02/18/2004 RECORDED 06/01/2005 LIBER 12390 PAGE: 130 • LAST DEED OF RECORD Pro National Title Agency 6901 Jericho Turnpike,Suite 210,Syosset,NY 11791 Single and Separate Search Continued.... Deed Chain for Subiect Premises: District: 1000 Section: 079.00 Block: 03.00 Lot: 023.000: FROM: Thomas P. Dougherty,Joseph A. Shipule and Abraham Bender TO: Clive Tyrer and Joan Tyrer, his wife DATED: 11/02/1970 RECORDED: 11/25/1970 LIBER: 6845 PAGE: 567 FROM: Clive Tyrer TO: Joan Tyrer DATED: 08/10/1989 RECORDED: 08/29/1989 LIBER: 10919 PAGE: 421 • LAST DEED OF RECORD Deed Chain for Subject Premises: District: 1000 Section: 079.00 Block: 03.00 Lot: 019.000: FROM: Edward J. Bage and Sandra Bage, his wife TO: John F. LaGrego and Kathleen P. LaGrego, his wife DATED: 07/17/1972 RECORDED: 07/20/1972 LIBER: 7201 PAGE: 472 FROM: Kathleen P. LaGrego,surviving tenant by the entirety of John F. LaGrego TO: Patricia Digiegorio, as Trustee of the Kathleen LaGrego 2014 Irrevocable Trust DATED: 11/26/2014 RECORDED: 02/19/2015 LIBER: 12807 PAGE: 461 • LAST DEED OF RECORD Deed Chain for Subject Premises: District: 1000 Section: 079.00 Block: 03.00 Lot: 020.000: FROM: Rene Gendron TO: Richard Pierson and Marion E. Grigonis,joint tenants with right of survivorship DATED: 02/05/1966 RECORDED: 02/15/1966 LIBER: 5911 PAGE: 451 • LAST DEED OF RECORD Pro National Title Agency 6901 Jericho Turnpike,Suite 210,Syosset,NY 11791 Single and Separate Search Continued.... Deed Chain for Subject Premises: District: 1000 Section: 079.00 Block: 03.00 Lot: 021.000: FROM: Joseph R. Selling and Joan C. Selling, his wife TO: William Bueschel DATED: 07/24/1970 RECORDED: 07/27/1970 LIBER: 6780 PAGE: 220 FROM: Linda B. Donovan, as Executrix of the last will and testament of William H. Bueschel TO: Edward Schwindt,Jr. and Muriel L. Schwindt, his wife DATED: 04/02/1986 RECORDED: 04/10/1986 LIBER: 10014 PAGE: 405 CORRECTION DEED FROM: Linda B. Donovan, as Executrix of the last will and testament of William B. Bueschel TO: Edward Schwindt,Jr. and Muriel L. Schwindt, his wife DATED: 06/02/1986 RECORDED: 10/16/1986 LIBER: 10146 PAGE: 184 FROM: Muriel L. Schwindt, surviving tenant by the entirety of Edward Schwindt,Jr. TO: Pamela J. Haldas DATED: 02/01/2012 RECORDED: 03/19/2012 LIBER: 12688 PAGE: 49 NOTE: Possibly subject to the life estate of Muriel L. Schwindt. FROM: Pamela J. Haldas TO: Donna M. Roche, as Trustee of the Muriel L. Schwindt Trust DATED: 02/01/2012 RECORDED: 08/14/2012 LIBER: 12702 PAGE: 54 NOTE: Possibly subject to the life estate of Muriel L. Schwindt. FROM: Donna M. Roche, as Trustee of the Muriel L. Schwindt Trust TO: Donald Auriemma and Roseann Auriemma, husband and wife DATED: 03/27/2015 RECORDED: 05/08/2015 LIBER: 12816 PAGE: 316 • LAST DEED OF RECORD The underlying liability for the above information is limited to $ 25,000.00 Pro National Title Agency 6901 Jericho Turnpike, Suite 210,Syosset, NY 11791 •Phone No.516-677-9757 •Fax No.516-677-9792 Wednesday,May 09,2018 Page 1 of 1 Pat McCrory ME"- Account Number: 76 5167461392 Search Number: PNTSS19944S Order Details: Ordered: 5/8/2018 Customer Reference: Mary Stefanides Revocable Living Trust Owner(s): Mary Stefanides Revocable Living Trust Premises: 1340 Ships Drive,Southold,NY 11971(Suffolk County) Date Description of charges Amount Sales Tax* Payments Amount due 5/9/2018 Single&Separate Search $650.00 $56.06 $0.00 $706.06 * Sales Tax for Nassau-8.625% Charges: $650.00 Please make checks payable to: Sales Tax: $56.06 Pro National Title Agency Payments: - $0.00 6901 Jericho Turnpike,Suite 210 Total Due: $706.06 Syosset,NY 11791 — — — — —is — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Please return thportion with your payment Name: Pat McGrory Invoice Amount: $706.06 Amount Enclosed: $ [ ] Please apply payment towards Search Number PNTSS19944S. [ ] Please apply payment towards balance under Account Number 76. Terms:All charges due within 30 days upon receipt without penalty. Please make checks payable to Pro National Title Agency Pro National Title Agency 6901 Jericho Turnpike,Suite 210,Syosset, NY 11791 TITLE No: PNTSS19944S SINGLE AND SEPARATE SEARCH CERTIFIES TO: Pat McGrory Our Company has completed a single and separate search for the above referenced premises and on the lots contiguous to the subject premises. The attached has been found of record at the Office of the County Clerk for the County of Suffolk. Premises: 1340 Ships Drive,Southold,NY 11971 District: 1000 Section: 079.00 Block: 03.00 Lots: 019.000,020.000, 021.000, 022.000 & 023.000 Certified as of.April 3,2018 at 9:00 A.M. Pi-o National Title BY: Jeremy Berlin, Esq. Counsel Sworn to before me this -1 day of �1�1�(A _ ,201q notary BRIAN MARUSCHAK Notary Public, State of New York No.01 MA6113126 Qualified In Suffolk County My Commission Expires July 19,20 Pro National Title Agency 6901 Jericho Turnpike,Suite 210,Syosset,NY 11791 Single and Separate Search PNTSS19944S Deed Chain for Subject Premises: District: 1000 Section: 079.00 Block: 03.00 Lot: 022.000: FROM: Thomas P. Dougherty,Joseph A.Shipule and Abraham Bender TO: Wanda Wittmeier DATED: 10/15/1970 RECORDED: 10/27/1970 LIBER: 6829 PAGE: 541 FROM: Wanda Wittmeier TO: Otto Wittmeier and Stacy Wittmeier,his wife DATED: 07/10/1987 RECORDED: 07/16/1987 LIBER: 10366 PAGE: 298 FROM: Wanda Wittmeier TO: Otto Wittmeier and Stacy Wittmeier,his wife DATED: 01/15/1988 RECORDED: 01/19/1988 LIBER: 10517 PAGE: 432 FROM: Otto Wittmeier and Stacy Wittmeier,his wife TO: Constantine Stefanides and Mary Stefanides,his wife DATED: 09/30/1988 RECORDED: 10/24/1988 LIBER: 10719 PAGE: 277 FROM: Mary Stefanides,a widow TO: Mary Stefanides Neofitos a/k/a Taki Stefanides and Paraskevas a/k/a Peter Stefanides,Trustees of the Mary Stefanides Living Revocable Trust dated February 12,2003 DATED 02/18/2004 RECORDED 06/01/2005 REEL/LIBER 12390 PAGE: 130 • LAST DEED OF RECORD Pro National Title Agency 6901 Jericho Turnpike,Suite 210,Syosset, NY 11791 Single and Separate Search Continued.... Deed Chain for Subject Premises: District: 1000 Section: 079.00 Block: 03.00 Lot: 023.000: FROM: Thomas P. Dougherty,Joseph A.Shipule and Abraham Bender TO: Clive Tyrer and Joan Tyrer, his wife DATED: 11/02/1970 RECORDED: 11/25/1970 LIBER: 6845 PAGE: 567 FROM: Clive Tyrer TO: Joan Tyrer DATED: 08/10/1989 RECORDED: 08/29/1989 LIBER: 10919 PAGE: 421 • LAST DEED OF RECORD Deed Chain for Subject Premises: District: 1000 Section: 079.00 Block: 03.00 Lot: 019.000: FROM: Edward J. Bage and Sandra Bage,his wife TO: John F. LaGrego and Kathleen P. LaGrego,his wife DATED: 07/17/1972 RECORDED: 07/20/1972 LIBER: 7201 PAGE: 472 FROM: Kathleen P. LaGrego,surviving tenant by the entirety of John F. LaGrego TO: Patricia Digiegorio,as Trustee of the Kathleen LaGrego 2014 Irrevocable Trust DATED: r 11/26/2014 RECORDED: 02/19/2015 LIBER: 12807 PAGE: 461 • LAST DEED OF RECORD Deed Chain for Subject Premises: District: 1000 Section: 079.00 Block: 03.00 Lot: 020.000: FROM: Rene Gendron TO: Richard Pierson and Marion E.Grigonis,joint tenants with right of survivorship DATED: 02/05/1966 RECORDED: 02/15/1966 LIBER: 5911 PAGE: 451 • LAST DEED OF RECORD Pro National Title-Agency 6901 Jericho Turnpike,Suite 210,Syosset, NY 11791 Single and Separate Search Continued.... Deed Chain for Subject Premises: District: 1000 Section: 079.00 Block: 03.00 Lot: 021.000: FROM: Joseph R.Selling and Joan C.Selling,his wife TO: William Bueschel DATED: 07/24/1970 RECORDED: 07/27/1970 LIBER: 6780 PAGE: , 220 FROM: Linda B. Donovan,as Executrix of the last will and testament of William H. Bueschel TO: Edward Schwindt,Jr.and Muriel L.Schwindt,his wife DATED: 04/02/1986 RECORDED: 04/10/1986 LIBER: 10014 PAGE: 405 CORRECTION DEED FROM: Linda B.Donovan,as Executrix of the last will and testament of William B. Bueschel TO: Edward Schwindt,Jr.and Muriel L.Schwindt,his wife DATED: 06/02/1986 RECORDED: 10/16/1986 LIBER: 10146 PAGE: 184 FROM: Muriel L.Schwindt,surviving tenant by the entirety of Edward Schwindt,Jr. TO: Pamela J. Haldas DATED: 02/01/2012 RECORDED: 03/19/2012 LIBER: 12688 PAGE: 49 NOTE: Possibly subject to the life estate of Muriel L.Schwindt. FROM: Pamela J.Haldas TO: Donna M. Roche,as Trustee of the Muriel L.Schwindt Trust DATED: 02/01/2012 RECORDED: 08/14/2012 LIBER: 12702 PAGE: 54 NOTE: Possibly subject to the life estate of Muriel L.Schwindt. FROM: Donna M.Roche,as Trustee of the Muriel L.Schwindt Trust i TO: Donald Auriemma and Roseann Auriemma,husband and wife DATED: 03/27/2015 RECORDED: 05/08/2015 LIBER: 12816 PAGE: 316 1 • LAST DEED OF RECORD I 1 �. I\ /KATHLEEN E R 2014 fe iPn ,,.__-_- :",,-,�:�;R se r+.•rs Wvxep'alc%.,";`"�, IRREVOCABLE TRUST SCTMpg?+ � _ ry 1000-079-03-19 �'•+ � l •J S` •+.1J:c:,:ii :�' :Lf 1 Ci,. / p/4'07'09.E 9-,38 � I E„ t7p9 ., ,L t�i��.- �n rt N ":s".���111� [`�a�}iii�Y���l�a}..�a t 1A" SINGI,C 1^A�51 y RIFZZI'-41 QJ SCTM: 1000-079-03-20(CONNECTED TO PRIVATE WELL) �^' 41e W it ,/ i ,4RM v++ 0 rr JOAN/TIBER, �}y { L'SdX4S'div y� C / S. 1000-079-03-23o (VA�� / /tS 'ANIP.Rum 0 �GpF�OQiti1a fu a �, g�Qayp�fA(pYi �pqp �@q� y� �p•'ceoy�� ` =9}m� f��enpvyqL�M / 0-MI 3• tla 8�L®li DFS!fw C✓f JRb ! !/V!'1� y'dfD (50 MIN.) "` .E 73.0' 35.0,+, // -� / \ •} �• SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES E / � ./ \, N; (SCDHS REF# R10-17-0020) ul)m � � o BUILDINGS: O 4- OJ Q �� , iri45.7- r, \ PB4PDSEQ 2 STORY RESIDENCE U L•• Oj (15'MIN) 4 BEDROOM M � )c44 a) Q Cr a) n 68.4' PROPOSED 2 STORY RESIDENCE \ OSED BUILDING R-40 (RESIDENTIAL) ry (20'MIN.) \ \ GARAGE U i t \ 4 BEDROOMS W/ BASEMENT F.F.E.=26.5' d + F.F.E.=27.75' b \ SITE DATA,PROPOSED ASPHALT DRIVEWAY / SCTM/: 1000-79-03-22 ,a \\ 20.8' .8'--I{--20,8' 21.5' /' - I --� PROPERTY LINE SITE AREA: 0.664 ACRE N ' I\\ _ 'il%r I PROPOSED CONTOUR 2, NO PRIVATE WATER WELLS ARE LOCATED WITHIN 160'OF THE PROPOSED SNIITARI' I 10( IN.) _______ ) L � I I �- 1. NO EXISRNG SURFACE WATER WITHIN 100' ---EXISTING CONTOUR SYSTEM NO PUBLIC WATER WELLS ARE WITHIN 200'OF THE PROPOSED SANITARY INF \ / �J�-10(MIN. \ I .rrwm PROPOSED TREE LINE SYSTEM 'MIN. STS 1 �- I ` 3. NO DRAINAGE STRUCTURES MIN 20'OF SANITARY SYSTEM DONALD AURIEMM4 ( i 10'(MIN. / SCTM: 1000-079-03-21 \ \ O --y FE7a PROPOSED SEPTIC TANK (CONNECTED TO PUBLIC \\ �j \C / 1 50'A1 N j 10.0' I, / \. GENERAL NOTES: WATER) (VAN•Y" O 1 1 ( I / / PROPOSED SANITARY LEACHING POOL `f I / I / 1. THERE ARE NO KNOWN WELLS SANITARY STRUCNRES.THHERARE ED80 KNOWN STOOR )RMMDRAINS WITHININ 150-OF 20'OF ED 10'(MIN.)�-/�� I 10'(MIN. I / -_-=- PROPOSED SANITARY PIPE PROPOSED CESSPOOLS. \ 10'( IN. 2. THERE IS A WATER MAN AVAILABLE ON SHIPS DRIVE. \ . PROPOSED 8' ADS ROOF DRAINAGE PIPE 3. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF a BMTOOMS- ( 0 4. TEST HOLE PERFORMED BY MCDONAD GEOSGENCE ON 1-9-2017. PROPOSED 10'0 DRAINAGE STRUCTURE (SOLID COVER; SURVEY NOTES: rn -1-lex \\ 10'(MIN. i I j / (�� PROPOSED 10'0 DRAINAGE STRUCTURE (OPEN GRATE) 3 10'( IN.) I / 1. MEASUREMENTS ARE IN ACCORDANCE WITH US.STANDARDS. -�- PROPOSED 1' WATER SERVICE ZONE. / �--��, \\ / I I I / 2. BEARINGS C SHOWN ARE IN NEW YORK SATE PLAN COORDINATE SYSTEM,LONG ISLAND / /2 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. !` Sy'L• // \ / \ .�- _J / TTST HOLE LOCATION 4. UNAUMORIZED ALTERATION OR ADDITION TO A SURVEY IMP BEARING A LICENSED LANe 0 _ /r ., - IX. TREE LINE LEWD SURVEYORS R VEY TE EDUCATION VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE / S 7.52' 9' W 89.OA��S y .v _ n u- = ==`--""-�=w�-��' 1 "-`'� �� �uf ----- - IX UNDERGROUND WATER s 'EMBOSSED'OR INKED sPaLsww BEc _ ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGIWL OF �430'�0 -�-\� _ -__ `• 1;450`70 --- - THE NANO SURVEYOR'S CONSIDERED TO BE N. BAYVIEW RD. VALID TRUE topers. p N. BAYVIEW RD. EDGE LF h;1�FhfENT 1 Wpm .-_-_ __ 6. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN _ ADCOROANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED ` METER PROP.TAP - S+___------ _ EXISTING \ ' K-1- S t�l•!!'�`\Bf THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURYEYOTtS,SAD GRADE � - ��?`tPRA1GPP�A�R�ED AND ON HIS BEHALF TO THE TITLE COMPANY',GOVENNMEKTAL AGENCY AND L� EX. SCANA MAIN 1 - /s ` ERTIFlCATIONS SMALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS 4 OF THE LENDING ` V Y V Y y v-- ri V . 24.23' (' f �a'J i, !fl�•,�INsTmf 1ON.CERRFICATIONS ARE INSTITUTION LISTED HEREON NOT TRANSFERABLE TO ADDITIONAL INSTMMONS OR �_ DARK BROWN LOAM pL\ U WELL -_-� --, ( �` 1' ' 23.23' / `J + ! 1. �sGBSEDOENr OWNERS. \ SHIPS DRIVE ti ytpjiIGH15-OF-WAY NOT,SHOWN ARE NOT•CERRFlED. 4EX* 8.;\T1ETy11 CL05E5'MATHEIAT.Y. I \ BROWN SILT (ML 'r� ;:l',.t;�10\,.y,s.�, - ' 4' 20.23' JANETMARI E N SCTM: 1000-079-03-39 (CONNECTED TO PRIVATE WELL) `SAI)\ `A j�j, "' �`.�`/ V•� .f - G/D \ BROWN SILTY SAN r,��-`�3Jt3� ' `�/// aM✓ n I EXISTING O LONGER INWUSE.RESIDENCE ?.'•+,�7 "�-'- Y"-���\.i f�/ ,,,� ��'- a 7 \ • .I. I s_ ?I II'-' 4 �� .�_(' !, 1 f ! •_ CONNECTED TO PUBLIC �� ,'"' '_'.�, ';t _ y y. �'t \� f`. ,1- •�, 1�1, �-„�� I_'%j,,lf 1..,!! ^('� WATER 8' 16.23' F4 <-1_ +/ y o.�LI�vrcL,�7`n -a. �\, -�.�' ' - --��. -` ;--�'�`- ;�(I 1 f f;- �'� 4-10-18 MF UPDATED BUILDING FOOTPRINT&SITE LAYOUT CFD 4 ^'fl -� -3( f--`7 _1'� g-' r 1' �`�- DATE BY DESCRIPTION APPROV. BY '.1 ( I r s E + DINO MOSHOVA I BROWN FINE TO SCTM. 1000-079-03-38 COARSE SAND (SW) REVISIONS ( `L� --��. ,' °: N�1`�-tt f `�`1, 17;` (CONNECTED T'PUBLIC N/ E �",�., a J-- f<'-'7--F--��__.' j_.�' /J I`- ; WA ANNE J SWANSON TOWN �' z. 1 _`•, , 7 ,7' 7.23' 0 F SOUTHAMPTON i } Ix.wEnaNOs._ +•i, 'I + _ - SCTM: 1000-079-03-3 ' �~ ! SUFFOLK COUNTY NY r j 1 '_r1j r (CONNECTED R) PUBLIC ,�ry, •`./^ f r r, 4. � •� WATER) 1340 SHIPS a� ��_:-��,� � r,� ;:--; �, �_ x ,� ,. � r-�-,r-'I�---;:-��---� I DRIVE o ( 1 ' (HIGH EST EXPECTED GROUNDWATER-USGS TEST HOLE BY MCDONA1.50WELL S53328.1) 04 011VACANT Ll. DS/ PROPOSED SANITARY PLANGEOSCIENCE - JAN. 9, 2017 1•` 7 ';1 { (NO WATER ENCOUNTERED) s � •a ^v/ 1186.1'+ ^�•tT -'f /' 170 _ `} f u - _ t. �` ;_� � Y r; TEST HOLE L. K. McLEAN ASSOCIATES, P.C. J �� 7 ( 1 I �� s -} v / N.T.S. CONSULTING ENGINEERS 437 SOM COLAM TED,PROMMYLK,MEN YM 11719 CV ff l I•l/� .{� r I %Y e1 I C;/E, - -� ,��`� �� 7 1zs2:7'----- I ,f�r��� f -I. I Dem yea 9 MF�CFD scale: AS NOTED Sheat No. LOCATION MAPI ;�,:r PROJECT LOCATION _,- .' y SITE PLAN Drawn By MF Dace: JAN. 2017 SA 1 U L SCALE:1"=1,000' Y�Y y�4- � ~`fi, _i SCALE:1"=30' Approved By. RGD Fila No. 17011.000 GRADE ELEV-213.75' I I 4 1—2'-D F.F. ELEV.=27.75' FRESH AIR INTAKE PIPE W/SCREEN 1- f;: CLEANOUTs AND EXTERIOR DECK PLATES I BOLT FLUSH WITH FINISHED CONCRETE I—�L'-10' HEAVY DULY FRAME & COVER r (—RIM ELEV.=26.60' GRADE SECTION STAI'"• tl TOP OF RING �ELEV.=26.48' ST-QNB " 4 7' MIN. ELEV=24 5' J. MIN. 4' DIA. 2' MAX 120'MIN.�I 4' PLAN t/8'THK.WASHER SDR 35 PVC PIPE PITCHED " — MIN. 4' DLA SDR 35 1'MIN. MIN. 1 4' PER 1' 6_ --20' �TO MIN.+ .•••y:,,:? '�=' P OF RING PVC PIPE PITCHED 2'MAX. 3/8-`_ ELEV.=25.30' MIN. 1/8' PER 1' 3 B O-RING GASKET 8' �7 8' - - tO" Ts;=r.T,.:�. � �= r+- NOTES - MAX. `I I INVERT(OUT) / I ®®® 1. MATERIALS:CONFORMS TO AS@1 A48 CLASS 309 OR INVERT (0111) INVERT(IN) J € WALL tg�• ELEV. 23.80' / — — J— — — — 35B SPECIFICATIONS ELEV. 24.75 ELEV. 24.30' tD I I• INVERT,60' LOADING I ®®® 2 LOAD RATING*FOR AASHTO&HS 20-44 HIGHNAY °-�^ ELEV. 23.60' I 3. FRAME AND COVER As MANUFACTURED BY LONG ISLAND .�Q.. N 11 IPRECAST OR APPROVED EQUAL 0 �ay R 35 B.0' MIN. o� � � PVC!DROPSDTEE � SFPERARON 70.0' MIN.sEPERATIOhT 6 (ONE PER I -I 10'I- DISTRIBUTTO1I I CAST IRON PIPE SHALL EOOEND UNE) ff THROUGH FOUNDATION WALLA ' 240 WATER TIGHT HEADS DUTY FRAME & COVER MIN. OF 2'. _--•'^--" _•�. .•;; ®®® ` Ii• ,-0' .---. I*11�BOTT�79.F TANK i 1.250 GALLON CIRCULAR SEPTIC TANK I 1.CONCRETE MINIMUM STRENGTH 4,000 P.SI. ® 28 DAYS. I 2.ALL FRAMES & COVERS SHALL BE, WATERTIGHT. INSECT-PROOF AND LOCKABLE. (EFF. DEPTH) I®®® 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT -� BACKFILL MATERIAL EXCEED TWO FEET IN HEIGHT. (TYP.) ., CLEAN SAND ND j ®®® SECTION GRAVEL 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ONI PIANNOTES: EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE OC'+`� I ®®® 1. MATERIALS SHALL CONFORM TO ASTM CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL ( +L� i A48 CLASS 308 OR 35B AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. \ �'� w I3.0, 2. LOAD RATING SHALL BE AASHTO & HS S.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL 0L 1be I I ®®® (AIINJ-'I 20-44 HIGHWAY LOADING COMPACTOR AT 6' u e�����ir�� i®®® . 6.CONTRACTOR SHALL BEE oT� 2470 HEAVY DUTY FRAME & OPEN GRATE COVER RESPONSIBLE FOR RESTORATION OF ANY DISTURBED AREAS. ' INV- 3'MIH B'-O'a•LI:AOHING POOL BOTTOM OF POOL' •o I ELEV-11.00' O J � HIGHEST PECTED GROUNDWATER ELEV.=1.5' � •• '' •• J ° — -EX- - - -- -- - - - - - - - - - - - - - - - - - - - - - -- - - - — -- - - — - - - - - - - - - o SANITARY PROFILE 'c N T.S. ° p `•'' 4°I�i q- pDRAINAGE NOTI"5 �'`~ •vti9`,©'✓� i /�ti�t� �� I 1 STEEL REINFORCED WELDED WIRE FABRIC 6'x12"#6x#B SOLID CONCRETE COVER OR OPEN D �a � �J L�• Fqr o GRATE AS DETAILED, e'CONCRETE s 2. ALL CONCRETE TO BE 4000PSI ® 28 GAYS `�`8 e Ji?'. L ta o ' 3. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE r 2' MIN. BASED ON EXISTING UTIIJTY RECORDS AND ARE APPROXIMATE = J A - . ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY a=`�^ N COVcHRACE THESE LOCATIONS AS WELL AS OTHER Un T IES THAT MAY NOT en 1 � + •+ --24'---- BE SHOWN ON THE PLANS. � �. �}� •.r 8" HDPE DRAINAGE PIPE•` 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN AND UNATTENDED SHALL BE PROTECiiED AS DIRECTED BY THE ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS. NO DIRECT PAYMENT WILL BE MADE ' 12' ,' 5 INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES U ®®®�®® o FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED BY THE ENGINEER. SCDHS REF R1O-17-0020 SEE REINFORCEMENT NOTE t r3'O 6. ALLOW FOUR (4) INCHES FOR FINAL ADJUSTMENT OF CASTING. U- ®®®®®® ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE ROOF LEADER SHEET PILING AS REQUIRED ®®®�® 4-10-18 MF UPDATED BUILDING FOOTPRINT&SITE LAYOUT CFD c BLOCK, BRICK, AND/OR 1:2 MORTAR MIX. TRANSITION -8-77 MF AS PER COMMENTS FROM SCDHs DATED 3/6/17 RGD CAST IRON CLEANOUT 'T' °�' EXCAVATE AND BACKFILL 3 FEET y�� ®®®gj�f® 7. USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS BRANCH WITH BRASS OR DATE BY DESCRIPTION APPROV.BY o UNLESS OTHERWISE NOTED. / AROUND AND BELOW LEACHING BRONZE THREADED PLUG REVISIONS o RINGS WITH SUITABLE POROUS o •y H B. THE CONTRACTOR SHAPROVIDE ADEQUATE SHEETING AND SHORING p MATERIAL AS APPROVED BY THE DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE 4" CAST IRON PIPE TOWN OF SOUTHAMPTON ENGINEER. GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND 1% MIN, PITCH GRADE 0 1 SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF SUFFOLK COUNTY NY E n I ' t d.00 ' p-� ol I TITLE 28 CODE OF FEDERAL REGULAi10NS, PART 1926, SAFELY AND = I=III= 1340 SHIPS DRIVE c 3.0' POROUS n/ BACKFILL HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECT M v MA PAYMENT WILL BE MADE FOR THIS OPERATION. =11 • O 9. IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3'. DETAILS °' 1 REINFORCEMENT NOTES: I I �TO DRAINAGE S LEACHING BASIN m._ i s-o• L— K. McLEAN ASS®CIA ITEES� P.C. o p 7. STEEL REINFORCED ON LEACHING SECT ONS WELDED WIRE FABRIC ROOF F LEADER DOWNFALL W(J FA L L DETAIL N+ f ff 6'X72' 6%{j8 C016UL71l00 ENOlN75R5 X37 9%7IN COL9GR7 P.D.DPDQ'ONMD1 KITH TM 11710 o 10 —0 s� DRAINAGE LEACHING BASIN DETAIL N.T.S. D.',�aa Sr. MF/CFD szlo• AS NOTED ^ 7 ° N.T.S. Dram T1y. MF Datc: JAN. 2017 SA2 U APDra+aE 9Y RGD FlIa No• 17011.000 I I i f SURVEY OF PROPERTY ON THE SUBDIVISION MAP OF BAYVIEW WOODS ESTATES LOT 1 FILED SEPTEMBER 9, 1970 AS MAP NO. 5520 SITUATE AT BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK JANUARY 10,2017 LOT 2 AREA OF PARCEL = 28,922± SQ.FT. OR 0.664± ACRE J S 8''0L�j7,01' E 16560 1 zo W v � �, �(�in 1Z, ocpz�6 V1 J 114- 22.0' ', W zl W 1.0, 220' 1.0, CONCRETE 2.1 FOUNDATI � lv TOP FOUND EL-�� N 3 LOT p � zs' h q V , 2,1 � p o 31, 1 ti O 57 13,0' 5 1pf� _ 3 1:3Q 3 _ _ 6.6 52.6=—___ --�C, Z ♦ I e i O •-� I 4 , — ZOL I = Z I 3 1 cop I 4 ; 1 ' I I � I � I N 8c''07,D1 1 i �✓ 127,93 t DONALD AURIEMMA M-IF & ROSEAMN AURIEMMA z f / r NOTES 1. MEASUREMENTS ARE IN ACCORDANCE WITH U S.STANDARDS 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM,LONG DCD ISLAND ZONE3 ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE J U L 1 9 2018 NEW YORK STATE EDUCATION LAW 5 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE BummNG DEPT. VALID TRUE COPIES 4 P&„p��.. 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN C�OF NF TG :�tx "=niT �I.D ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS Oj��'p F T� ��' ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND �, R O SURVEYORS SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM ���+ �` XO, �� 07/16/2018 GLB FOUNDATION LOCATION DPJ THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, Q I Yf�;_-' !ti C, GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE 3, i7 DATE BY DESCRIPTION APPROV. BY ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE )j,' y} r REVISIONS TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS ,� r Town of Southold 7, RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED 2s O 05009$ y(3 Suffolk County, New York 8 THE SURVEY CLOSES MATHEMATICALLY �04,1N SURJ� 1340 Ship's Drive BAYVIEW, NEW YORK I hereby certify that this map was made from an actual survey SURVEY OF PROPERTY SUFFOLK COUNTY REAL PROPERTY TAX MAP compl a bymeon01110 017 L. K. MCLEAN ASSOCIATES, P.C. DISTRICT 1000 CONSULTING ENGINEERS & LAND SURVEYORS SECTION 079.00 437 SO. COUNTRY ROAD, BROOKRAVEN, NEW YORK BLOCK 03.00 Field Survey BY JL Scale 1"= 30' Sheet No. LOT 022.000 DAN L P.JEDLIC , L NYSPLS No 50098 Surveyed Byi GLB Date. JANUARY 10, 2017 1 C,\Vault Vorking Fo1der\17011.000\Des1gn Files\Survey\17011A00_DFF_SUR_Found Locatlon_Odwg 11 x 17 vertical 7/16/2018 10,47 AM Glenn Brewster Approved By, DPJ File No. 17011.000 )L 1 \ II KATHLEEN GR2014 IRREVOCABLE TRUSTUST SCTM 1000-079-03-19 AND N 4'07'09' E 39=�-- Q")LPELNTOF SCTM 1000-079-03-20 _ t Fj CONNECTED TO PRIVATE WELL - - I �u ,P��� 4'�� `� 7 Td� R�/BCES ( ) - wwos I i"ia.'�rP-J.L.CC^'e'lio)'r"rp0 ..Tl: �� \ 0.93 @,§IdlAR ® 5 ''r lt,'�i�� 1^d a1L r'qs�� � w 10 edcET 6/7- 66go v. I �1�G '?�"d•@b . N 1� w0DUs " S�t�3e '1' N/F � n. hn JOAN TYRER d&ea0E@(Y RO-AA ­--nn been X9muSCTM 1000-079-03-23 = 1 (VACANT) bL„OE�Ltle: . t tse� s.�pp og� f31C;-;I of ^/� 9 Y .4s..9 i SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES W (SCDHS REF# R10-17-0020) 1 — / ---------------RfL7F OVERHCN6_ 5'' 2rs l o \ BUILDINGS. LEGEND. Ia EXISTING 2 STORY RESIDENCE 4 BEDROOM EXISTING 2 STORY RESIDENCE EXISTING RESIDENCE ZONING 4 BEDROOMS W/BASEMEN R-40 (RESIDENTIAL) PROPERTY LINE / w \ SITE DATA, 0 1 EE I `- 9s• �, oT- °l s I ---1 1 0---EXISTING CONTOUR ___ or Nz,- --------------- I SCT M# 1000-79-03-22 / END STORY I I scant n-,-rY�-, EXISTING TREE LINE 1, DIER POREN 11 DRIVE4'4Y I SITE AREA 0 664 ACRE 2 �x- _ r-JB £ LGA EXISTING_SEPTIC TANK N/F EXISTING SANITARY LEACHING POOL SURVEY NOTES DONALD AURIEMMA-079-03 1 31 7' —S—s— EXISTING SANITARY PIPE 1 MEASUREMENTS ARE IN ACCORDANCE WITH US STANDARDS SCTM 1000-0j9-03-21 I r� I 1 I / ` i / 2 BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM,LONG ISLAND (CONNECTED TO PUBLIC IST ZONE WATER LOJ� £ EXISTING 10'0 DRAINAGE STRUCTUFE (OPEN GRATE) 3 ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988 s 17 1• 4 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED rr 0 EXISTING 1" WATER SERVICE LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE EDUCATION LAW N5 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF ii� TEST HOLE LOCATION THE LAND SURVEYOR'S"EMBOSSED"OR'INKED"SEAL SHALL BE CONSIDERED TO BE £ VALID TRUE COPIES 3 3: EX TREE LINE 6 CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN I - I I I v ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED EX UNDERGROUND WATER BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL[AND SURVEYORS SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS \" N EX ® PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND DO a8 / "� WATER / / LENDING IN TION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING Q \` METER P.INr=1=5,56 I / INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR �� / – { –– rrti = \ / –— I SUBSEQUENT OWNERS ( tel, 7 RIGHTS–OF–WAY NOT SHOWN ARE NOT CERTIFIED W 18 05 • Y r `� B THE SURVEY CLOSES MATHEMATICALLY Co _�_ _ EDGE OFJ✓00AED AREA ' / w (n 438-T!_- AJ.J� .J���. .�J�A->�-�= _ — -257T450'"T LLI N BAYVIEW RD X56 -- E OF PAVEMENT N BAYVIEW RD W W W W W \ W W W W W W W W _� o EX ," — — — _ SANITARY AS- BUILT D � r- EX SCWA MAIN --\ EX WELL TAP DISTANCES 0 \ SHIPS DRIVE STRUCTURE A B ST 15' 24' MAY - 2 ?019 FED t. 99 EDGE DF PAVEMENT \ LP 30 S 27 SB FF. M % 1� i _ -- — --� � -- � �� � IDI W.I`2 ~; � p DISTANCES ARE FROM CORNER OF d _ �_ / _ / _ BUILDING TO CENTER OF STRUCTURE _ _ MIC P ASTC a ATE£ t JANETNE N/F _ – –– –_ –– I 3f _ T. SCTM 1000-079-03-39 I rp� �+ �7rpc�' w (CONNECTED TO PRIVATE WELL) I EXISTING ELL NO LO GER N/F g OWNOF` O J y,jy,^OLD - IN USE R SIDENCE ANNE J SWAN ON ( SCTM 1000-079 03-37 �� ( ° t f. Rf30 f WATER CTE TO PUBU (CONNECTED UBLIC _ f'A tD,RV`11 W's 2/26/19 MF AS PER COMMENTS FROM SCDHS DATED 2/23/19 CFD E ° - C?!¢�,- � "- -1.,I' -4 t i 1 \ N/F / i DATE BY DESCRIPTION APPROV BY TO „ I DINO MOSHOVA ` f4''i 9- SCTM 1000-079-03-38 `v ® Y® REVISIONS (CONNECTED TO PUBLIC WATER) � G°D i TOWN OF SOUTHAMPTON o " Ex WETLAND ( �, in,c s7 G7 �` SUFFOLK COUNTY NY c, 57 1T .firu , �� �' z+r �� �'' 1340 SHIPS DRIVE O n 1} WETLAND c S L - i�`xc� --�'� -- ,�� "� SANITARY AS—BUILT PLAN U 'S '.'i A `'Y �,Zi U ~i ° e' �'� 56185 L. K. MCLEAN ASSOCIATES, P.C. E ; 00 v n U•�� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD,BROOKHAVEN.NEW YORK 11719 7 - J 4 I p(f � ����� Designed By MF/CFD sale AS NOTED Sheet No s Lu; LO AT I O N MAP PROJECT LOCATION , -'Y; SITE PLAN Drawn By MF Date FEBRUARY 2019 S A 3 w CALE•1"=1,0 Approved By RGD Fill.No 17011.000 r\ I .. _ fir' • _ - - -• REScheck Software Version 4.6.4 Compliance Certificate LVJ Project JNS DEVELOPMENT Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,580 ft2 Glazing Area 24% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: NY JNS DEVELOPMENT Deerkoski &Arm DPC NY 506 Main Street Westhampton beach, NY 11978 Compliance. 7.5%Better Than Code Maximum UA: 453 Your UA. 419 Maximum SHGC: 0.40 Your SHGC: 0.30 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 Assembly Gross Area Cavity Cont. or U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1,317 25.0 0.0 0.040 53 Wall 1: Wood Frame, 16"o.c. 2,766 19.0 0.0 0.060 126 Window 1:Wood Frame:Double Pane with Low-E 417 0.280 117 SHGC: 0.28 Door 1: Glass 152 0.280 43 SHGC: 0.28 Door 2: Glass 92 0.400 37 SHGC: 0.40 Floor 1:All-Wood Joist/fruss:Over Unconditioned Space 1,317 30.0 0.0 0.033 43 Compliance Statement: The proposed building design described here%nh nsistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed buildas been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirem n7edin the REScheck Inspection Checklist. nyvW-S 9 Name-Title DEER�f Signature Datel CO UJ tP�O 25 2 � ARoFEss�o� Project Title:JNS DEVELOPMENT Report date: 05/08/18 Data filename: C:\Users\Craig\Clients\Zoumas\SPEC HOUSES\EUGENES ROAD\RES CHECK 20180418 Page 1 of 1 EUGENES.rck GENERAL NOTES: SAFETY NOTES: RESIDENTIAL CONSTRUCTIONE I N & EN19INECRYN13 DFC 1 . GENERAL: General Notes: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHAMPTON, NEW YORK, BUILDING CODE, AND REGULATIONS DEERKOSKI FARM C 0 N T R A C T 0 R N 0 T E S Wood: OF ALL OTHER AGENCIES HAVING JURISDICTION. DESIGN AND ENGINEERING DRO 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2' FIRE SAFETY: 506 MAIN STREET WESTHAM PTON BEACH NY 11978 631-767-6071 CARMBBBS@AOL.COM 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A B. LOCKED AREA. OWNERSHIP & USE OF DOCUMENTS: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION These drawings and specifications including the GENERAL NOTES: 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH ideas, design and arrangements represented o. All trusses shall be "shaped" as shown on architectural cross sections. therein, are the property of Deerkoski + Arm 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Design & Engineering, DPC. FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. others part thereof shall copied, disclosed to 5. Erect and brace trusses in accordance to truss plate institute recommendations. or used in connection tion with any work or 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. project other than for which they have been BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. prepared without written consent. AND PAY ALL FEES REQUIRED BY- THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS OR ANY FLAMMABLE 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports ' SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. corporation or equal. AP ROVE6 1-" GAS TO BE USED DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: E' B.P.# �& FE o E.,/ , 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. � IFY 5• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED a. Framing Lumber: DF north No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR �� 6UILDl�I `'CPAR, ENT AT CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR g (north) REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY E = 1,600,000 PSI 802 8AM TC' PV lON FOR THE Fv = 95 PSI UNDATIO N C. HEAVY DROP CLOTHS. OWING INSPECT S: . T ' OR DURING THE EXECUTION OF THE WORK. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE f" • REQUIRED 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: ACCUMULATION. R POURED r-)f CR;_TE 9. Design values: UGH - FRAt&VG & PLUMBING 2. PLUMBING, ELECTRICALS, ETC. a. Laminated Veneer Lumber (LVL): 3. 1 �ULATION 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH E = 1,900,000 PSI 4. NOISE AFTER HOURS: 4• F AL - CONSTRUCTION MUST Fv = 285 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS ESTABILISHED AND NOTED IN THE TOWN'S 8 COMPLETE FOF, C.O. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb = 2600 PSI /u-L ONSTRUCTION SHALL MEET THE 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN B• CODE, EXCEPT LEGAL HOLIDAYS. REQ REMENTS OF THE CODES OF NEW THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. DEERKOSKI & ARM DPC NOTEYOR STATE, NOT RESPONSIBLE FOR CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. OESI 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI & ARM DPC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSE'=_]NG I-1 (7,0NS1 RUCTION OF THIS BUILDING. THE USE OR CONSTRUCTION ERRORS. OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRAC : MAN OF: 'WORKER SHALL INSTIGATE A HOLD HARMLESS 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI & ARM DPC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI & ARM DPC. HARMLESS FOR A,PI'Y RESPONSIBILITY IN REGARD TO 1 1 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR RANI' SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES - C APLY WITH ALL CODES OF LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS F�,R COSTS AND PROBLEMS ARISING FROM NEW 'ORK STATE & TOWN CODES WILL BE ALLOWED TO COMMENCE UNTIIL THIS HEIGHT IS APPROVED. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN, T-HE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE AS R ,:)UIRED AND CONDITIONS OF THAT DEERKOSKI & ARM DPC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S 4-AILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF RESOLUTION. THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THESOO I L TOt1t�•+ CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE E$ HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY .Y.S.DEC AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI 8c ARM DPC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, [-'OR THE INJURY OR ECONOMIC LOSS OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER TH:S AGREEMENT. RESOLUTION. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS OCCUPANCY OR SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. GENERAL CONDITIONS: """"'""'" "" "" `" USE IS UNLAWFUL Cont iet TOS Engineering et 7CS-15+ 0 b^4om CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA House Area: L`Cl I. DESCRIPTION: NEW CONSTRUCTION R-3 l3rekfiil,O!, Provid?F ng!neer's Certi4ictat!on WITHOUT CERTIFICATE (OCCUPANCY) h ! r+ �*�-n o n GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD n�. 1 ) (SINGLE FAMILY DWELLLING) t:^.,thm d. tn, .has been Installed to Cod-. SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE 14 u V OF OCCUPANCY LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 1 II. CONSTRUCTION: WOOD;COMBUSTABLE TYPE III N 45 lbs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C Proposed 1st Floor (TYPE) (TYPICAL PLATFORM FRAMED CONSTRUrTICN) DESIGN CRITERIA Living Space - 1263 III. GENERAL NOTES: ALL CONSTRUCTION SHALL BE IN ACC(_.)PDANCE WITH THE Blower door Front Porch = 104 � MINMUM REQUIREMENTS OF THE LASTEST Eu:;;ON OF THE and MINIMUM UNIFORM DISTRIBUTED LIVE Lduct`Aror Fort provide Manuals PRESCRIPTIVE DESIGN Garage 47L2 LOADS UNIFORM BUILDING CODES(U.B.C.)OR AS SPECIFICALLY NOTED= �J - �; ' (in pounds per square foot) ` ON THESE PLANS(S-1, D-1, D-1a,A-1 -A-11)AND!7ALCULATIONS, testing required. �� s nd S asper USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD WITH THE MOST STRINGENT CONDITION GOVERNING. � � Cade n TTYS energy Proposed 2nd Floor `�/ V BUILDING IS DESIGNED IN ACCORDANCE WITH 130 mph(3 SECONDS GUST) USE OCCUPANCY EXTERIOR BALCONIES 60 10 Living & Open Space = 1317 HURRICANE PRONE REGION WIND ZONE 4. 'ZEFER TO FEMA LOAD PATHS; W TECHNICAL FACT SHEET NO. 10. RESIDENTIAL R-3 DECKS (f) 40 10 /� �• BUILDING IS DESIGNED TO MEET OR EXCEED SNOW LOADING CONDITIONS(45 psf). TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 IV. CONNECTIONS ALL HARDWARE(i.e.COLUMN CAPS AND BASES, BEAMS AND pL UMBER CERTI ;ATION ALL TYPE GROUP c JOIST HANGERS, STRAPS, ETC.) SHALL BE ICC?APPROVED r N'tEAD �CONTEN BEFORE (e.g. SIMPSON CO.)OR CUSTOM FABRICATED SP> CIFICALLY 3"'STiltiri ELI�OPIE C VrFi,N ' ATTICS WITHOUT STORAGE (b,e) 10 10 AS DETAILED ON THE PLANS OR CALCULATIONS,AND SHALL �RTIF(CAITE OF 0 �UPANCY BE INSTALLED WITH NAILS OR BOLTS EXACTLY AS CALLED FOR SOLDER USE© I NATER V B ATTICS WITH STORAGE (b,e) 20 10 BY THE MANUFACTURER OR AS NOTES;ON THF PLANS. F,1A VIT - . SUPFdLY SYSTEM PRp�1FC,T� HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 ALL NAILS SHALL BE COMMON OR SINKERS, UNLESS NOTED OTHERWISE. �XGFE'f3 0,10 OF �o LC/�u. FI��';�,'t�(,I`�(� j�VZy ALL BOLTS SHALL COMPLY WITH ASTM A-36 OF I:OJ 1,7')A T4 L0 VATIC sl HEIGHT FIRE AREA SLEEPING ROOMS 30 10 OR ASTM A-307 STANDARD OR BETTER. HM C�EiJ ARi'ROWD, NAILING SCHEDULE FOR STRUCTURAL MEMBERS-SEE ATTACHED APPENDIX E HEIGHT. BUILDING. STAIRS TABLE 2306.1 -FASTENING SCHEDULE. THE VERTICAL DISTANCE 40 (c) 10 ALL NAILING SHALL COMPLY WITH LOCAL AND STATE CODES. FROM GRADE PLANE TO PROPOSED RESIDENCE THE AVERAGE HEIGHT UNLIMITED AREA OF THE HIGHEST ROOF 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 V. SHEATHING SHEATHING IS TO BE NAILED WITH 8d COMMON AT A MINIMUM OF 6"0 ELECTRICAL . FOR SURFACE = EST29' R AS PER TABLE 503 AT BUILDING PERIMETER AND AT ALL PANEL EDGES,AT 12"O.C.AT ALL INSPECTION REQUIR AS PER SECTION 502 OF ROOF 30 10 INTERMEDIATE ROOF SUPPORTS,OR AS NOTED ON FRAMING PLANS. S DEVELOPMENT THE BUILDING CODE OF NEW YORK STATE. VERTICAL(SHEET WALLS): ALL EXTERIOR WALLS OF STRUCTURE SHALL BE a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- COVERED WITH MINIMUM 3/4"THICK CDX OR OTHER STRUCTURE SHALL BE 1340 SHIP'S DRIVE TOTAL HEIGHT FROM RIDGE TO GRADE 29'-9" POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. COVERED WITH MINIMUM 3/4"THICK CDX OR OTHER STRUCTUREAL SHEATHING, LED WITH 8d MON NAILS AT 6"O.C.AT ALL PANEL EDGES,AND AT REFER TO BUILDING ELEVATIONS FOR HEIGHT BASED ON FEMA FLOOD WINDOW HURRICANE WIND LOAD REQUIREMENTS ATIALL INTERMEDIIAITED SUPPORTS(STUDS)UNLESS NOTED OTHERWISE.0 z1.U%S PLACE'RDING nr U71SOUTHOLD, NEW YORK •,� r ZONEel. 40.0' ABO ONE 2X STUD OR PLATE SHALL BE PROVIDED AT ALL PLYWOOD EDGES(U.N.O.) 1000-79-03-22 b NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY ALL WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH CHECK FRAMING PLANS TO SEE IF MORE STRINGENT CONDITIONS ARE CALLED FOR. DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING PLYWOOD SHALL BE SPAN RATED FOR THE APPROXIMATE STUD SPACING. OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER MANUFACTURER'S SPECIFICATIONS. VERIFY ALL DIMENSIONS AND All exteriorli DRA ING TITLE: STRESSES. INSTALLATION SPECIFICATIONS. VI. FOUNDATION ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED, NON-ORGANIC SOIL, t OR ON FILL COMPACTED TO 95%OF MAXIMUM DENSITY BASED ON ASTM D 1557. installed,repla 'd or d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN reabed shall c lfOrtl'ii ACCORDANCE WITH SECTION R802.10.1. UNLESS OTHERWISE NOTED,AN ASSUMED BASIC ALLOWABLE SOIL BEARING p LUMBER SPECIES AND GRADE ALL GLAZING TO BE LOW E; INSULATED; AND IMPACT RESISTANT 1/2"structural plywood PRESSURE OF 1500psfHAS BEEN USED,WITH ADDITIONAL ALLOWANCES FOR to Chapter '2 GENERAL NOTES e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS SEE WINDOW SCHEDULE FOR R.O. VERIFY ALL R.Oi. w/WINDOW ORDER) Panel, Attached to INCREASES IN FOOTING OR PIER WIDTH AND DEPTH AS PER UBC SPECIFICATIONS. ,itf )da ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER / ALL FOOTINGS ARE ASSUMED TO BE LEVEL OF STEPPED UNLESS SPECIFICALLY of the Toy Frame in accordance NOTED OTHERWISE. ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER WINDOWS THAT DO NOT MEET HURRICANE WIND LOADS AND SPECIFICATIONS with Table R301.2.1.2 MINIMUM SPECIFIED COTABLE R402.2 MPRESSIVE STRENGTH OF CONCRETE SHALL HAVE WINDBORNE DEBRIS PROTECTION: International Residential ALL PIERS AND FOOTINGS OUTSIDE OR AT THE PERIMETER OF THE STRUCTURE SET: ISSUED FOR: DATE: OR IN OTHER UNHEATED AREAS,SHALL BESET TO A DEPTH OF AT LEAST 36"BELOW PROVIDE 5/8" PLYWOOD SHEETS, CUT TO SIZE, LABELED & NUMBERED FOR Code of NYS NATURAL GRADE,OR ATA DEPTH BELOW THE FROST LINE,WHICHEVER IS GREATER MINIMUM SPECIFIED EACH WINDOW FRAME, w/ PREDRILLED SCREW HOLES @ PRESCRIBED SPACING UNLESS OTHERWISE NOTED ON THE PLANS. COMPRESSION STRENGTH (a) (fc) FOR EACH SHEET. AREAS OF NEW STRUCTURE TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL THESE SHEETS SHALL BE STORED IN AN ORDERLY FASHION ON SITE AT ALL TIMES. 7 WINDOW UNIT FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE CRAWL SPACE NA SEVERE (b) OF NEW YORK STATE,AND THE AMERICAN FOREST& PAPER ASSOCIATION(AF&PA)WOOD FRAME PROVIDE ALL SCREWS FOR EMERGENCY INSTALLATIION IN CASE OF A HURRICANE. CONSTRUCTION MANUAL(WFCM)FOR ONE AND TWO FAMILY DWELLINGS,2001 SBC HIGH WIND EDITION. SEAL: DATE: BASEMENT NA BASEMENT WALLS, FOUNDATIONS AND OTHER FIRST FLOOR 1263 CONCRETE NOT EXPOSED TO THE WEATHER 2,500 c April 12,- 2018 ( ) NOTE:ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS SECOND FLOOR 1317 FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. OPEN FLOOR SPACE INC THIRD FLOOR NA BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) PLYWOOD STORM PANEL ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY PROJECT N0: BALCONY NA GRADE, EXCEPT GARAGE FLOOR SLABS SHUTTER DETAIL EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. LOFT NA SHEATHING NOTES: 2018-14 ATTIC HOUSE o NA Refer to General Notes for Panel ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST QF NEINy DRAWN BY: BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND &PAPER ASSOCIATION(AF&PA)WOOD FRAME CONSTRUCTION MANUAL(WFCM)FOR ONE AND TWO �Q c J OEE�i O CMA ATTIC (HOUSE)(b) NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 d fastener requirements. rj 'P DETACHED GARAGE NA ( ) FAMILY DWELLINGS,2001 SBC HIGH WIND EDITION. J 0 CHECKED BY: ATTIC (GARAGE)(a) 472 * , BONUS ROOM NA PORCHES, CARPORTS AND STEPS EXPOSED TO (1)SHEATHING TO BE NAILED TO CCA SILL ~ .o; UJ JJD THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) (3)SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 2 �-f '':+�. 2 SCALE: SCREENED PORCHES NA All Construction Must Comply with Residential Codie of NYS ( )SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES tp 1/4" = 1'-0" SUNROOM NA P y DECKS PATIOS NA (4)SHEATHING TO BE NAILED TO TOP PLATE OA 7X50 2 � SHEET NUMBER: FOR Sk 1 POUND PER SQUARE INCH + 6.895 kpa �OFESStpNP`' COVERED PORCHES NA All Construction Must Comply with the Energy Conservation Code of NYS or Residential Code Chapter 11 NO SUBSTITUTIONS a AT 28 DAYS PSIStrong- COVEREDG- 1 ( ) All Framing Hardware Shown on these Plans, Unless Otherwise Indicated, Is Simpson � ENTRANCE 104 (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL POOL HOUSE CABANA NA (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Tie. No Substitutions are Approved or Authorized. UNCOVERED ENTRANCES NA CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) All Construction Must Comply with High Wind & Loads Design Criteria (R301) - 130 MPH Requirement (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) All Construction Must Comply with Wind Borne Debiris Protection (R301.2.1.2 & BCNYS 1609) Due to the Relationships of Framing Hardware a the other Components of the Structure,any SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Framing Hardware Substitutions will Render These Plans Null and Void, and will Result in the DOB NUMBER: OF (e) SEE SECTION LESS FOR MINIMUM CEMENT CONTENT. Installer/Contractor Assuming Responsibility for the Design and Performance of the Entire System. (a) WITHOUT STORAGE JAMES J DEERKOSKI PE (b) WITH STORAGE @ DEERKOSKI + ARM DESIGN AND ENGINEERING DPC r77 •, ' .' NOTE: NOTE: �> ' � I` THE PROVISIONS OF CHAPTERS 30, 31 AND 32 OF THE DESIGN ENGINEERING �3 M ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE RESIDENTIAL CODE OF THE STATE OF NEW YORK ALONG ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES COVERS WITH THE PLUMBING CODE OF NEW YORK STATE AND THE DEERKOSKI + ARM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WILL DESIGN AND ENGINEERING DPC GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND INSTALLATION OF SANITARY DRAINAGE SYSTEMS. 506 MAIN STREET WESTHAMPTON BEACHNY 1 1978 631-767-6071 CARMSSSS@AOL.COM 3" THROUGH ROOF 3" THROUGH ROOF 3" THROUGH ROOF ;OWNERSHIP & USE OF DOCUMENTS: ROOF These drawings and specifications including the ideas, design and arrangements represented therein, are the property of Deerkoski + Arm 3•• Design & Engineering, DPC. No part thereof shall be copied, disclosed to thers or used in 3 2•' oproject other than for ewh ch they hction with ave work r ve been prepared without written consent. 3' 3" 2" 3" 3" 2" 3,• 2,> 2" 2„ WASHER SECOND FLOOR 2" 2 • 2" 2" 31, 2 ' 2 ' '31, 2" 3" 3" 3„ LAUNDRY MASTER BATH GUEST SUITE BATH 3" , 2' 2" 2" 2>, 3 ot nw I 2" FIRST FLOOR 3" 2" WORK NOTES: 3" POWDER ROOM KITCHEN 3' 3' VENT C.O. C.0. C.0. C.O. ��ABOVE. RADE 6» C.0. C O i C.O. 4"C.O. 4" 4 4 TO SCDHS APPROVED SEPTIC SYSTEM 4" CI HOUSE TRAP PLUMBING RISER DIAGRAM (NO SCALE) PROJECT: PROPOSED RESIDENCE FOR JNS DEVELOPMENT 1340 SHIP'S DRIVE SOUTHOLD, NEW YORK 1000-79-03-22 DRAWING TITLE: GENERAL NOTES SET: ISSUED FOR: DATE: SEAL: DATE: April 12, 2018 PROJECT NO: 2018-14 �aF NEIN Y DRAWN BY: �P� DEEl�� 0•p CMA CHECKED BY: W JJD t : 2 SCALE: �O �0 25� �� SHEET NUMBER: ARO �Sd"P� Q G-2 DOB NUMBER: OF JAMES J DEERKOSKI PE © DEERKOSKI + ARM DESIGN AND ENGINEERING DPC DEBIGN & IEiNirmi 1EERIN D C`• SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION DEERKOSKI + ARM USE A MINIMUM OF MTS 2 0 L T S 2 0 DESIGN AND ENGINEERING DPC DOUG-FIR TWO 8d NAILS THIS 50- ESIDE OF TRUSS, ALLOWABLELOADS 1.2 LOAD FASTENERS LATERAL ° MODEL GA UPLIFT UPLIFT WITH CODE TOTAL FOUR /• O o 00 (133/160) 8dx1}' Bd NAILS STREET506 MAIN WESTHAM PTON BEACH NY 1 1978 NO. TO AVG NAILS REF. INTO TRUSS 631-767-6071 CARM868B AOL.COM RAFTERS/ TO To PLATES STUDS ULT. (133) (160) F FZ (133& STU 5"- °° OWNERSHIP & USE OF DOCUMENTS: TRUSS NOTE: REFER TO SIMPSON WOOD CONSTRUCTION S%% TAKESIMPSON PROVIDE EI ING JOIST T ON H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND TAKE-UP WASHER SIDE OF CEILING JOIST AND ON SIDE OF RAFTER These drawings and specifications including the PROPER INSTALLATION PROCEDURES ideas, design and arrangements represented H6 16 8-8d 8-8d 3983 915 950 650 5, 44 •�— therein, are the property of Deerkoski + Arm Design & Engineering, DPC. ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) No part thereof shall be copied, disclosed to DIMENSIONS FASTENERS TWO a ARTI"x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL a others or used in connection With any work or ULLFTA project other than for which they have been MODEL GA AVG z LFTA REF. INTO ° •° ;• , re ared without written consent. T. NO. pX PAN L QTY DIA 1}" 2" ±21* 3' 31" 11" 2" 21" 3" 31' PLATES °p o' P P EIGHT ° 8d NAIL INTO SP4 LFTA 16 2r 17" 38j"16-10d — 4200 1205 1400 5, 44, 85 STUD o DOUG-FIR LARCH / SO. PINE 0e FASTENERSZ ALLOWABLE UPLIFT LOADS 3 MODEL L AVG 10d 10d x 1r CODE e NO. ULT. REF. 10d 10d x 1r (133 / 160) (133) (160) LSTA21 e 00 0 o" o MTS16 16 14-10d 14-10d x 1i" 3116 1000 840 1000 3, 41, 126 00 0° 0 0 MTS20 20 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 o ° 0 0 0 Simpson Strong—Tle LST20 20 12-10d 12-10d x Ir 2383 '775 720 720 3, 41 0 0 0 DOUG-FIR-LARCH Equal number of-A SO. PINE CODE LFTA o TYPE OF DIRECTION ALLOWABLE LOADS REF, Halls in •° o MOD EL CONN EC - OF LOAD FLOOR ROOF (133,/ specified 100 125 160 each end NOSimpson Strong-Tie G 515 645 670 C S 16 LTP4 5 515 645 670 6, 39, 97 DETAIL "E" PH 515 645 670 ART�'x12 DETAIL "H" DETAIL "K"" MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADSI•'•s(DF/SP) (133) HOLDOWN HOLDOWN DEFLECTION CODE STUD LENGTH OF BOLT 2.3 DEFLECTION AT HIGHEST CNW- MODEL ACHINE AVG AT HIGHESTREF. NO. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE COUPLER NUT BASE BODY HB SB W H B SO CL DIAD•a BOLTS DESIGNALLOWABLE LOAD DESIGN GA GA QTY DIA 1r" 2' 21" 3" 3}" 5r LOAD WHEN,RAISED OFF STU "— HD2A 16 12 4&" 2r 2J" 8" 24" J" 1A' it 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 �SIMPSON I • TAKE-UP WASHER MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. AVG W L STUD PLATE ULT. OF SP CODE X133) (160) REF. ART5"X12 WORK NOTES: SP4 A" 7r" -10d x 1 d— 917 735 885 7, 40, 127 ° ARTJ"x12 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL __F OD GA µr L NAILS OR (133) (160) REF. 1010 LSTA21 20 1 21 - 9015 1 1205 1295 7, 40, 90 Q° 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. GA W L I NAILS I FLOOR (133) (160) REF. 100 0 MSTA24 18 1 1 " 24 18-1Ud 1 10125 1 1370 1640 7, 40, 90 0 0 TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE MODEL NO. L ENDSPACING REF. I (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160) OC. OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT CS16 150' 14" 1 16 CLEAR SPAN +31" 28-8d 1235 1650 2T" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DN - ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION o N0. GA W H B 10dADERsd JOISTS UAVG LT. UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES T - Simpson Strong-Tie (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. oo LUS46 LUS46 18 3 " 4f" 2 4-16d 4-16d 6076 1140 1160 —1000 1150 —11250 7, 40, 127 111 0 HUS210-2 14 3b" 9{" 2 8-16d 8-16d 6076 1755 2105,—1650 1900 — 2065 1, 36, 84, 122 DOUG-FIR LARC INE ALLOWABLE LOADS MODEL FASTENERS UAVGFT LATERAL CODE +' 1 UPLIFT (133/160) REF. ULT. �� ! STU NO. GA �"— SIMPSON TO RAFTERS TO PLATES TO STUDS (133) (160) F i 160 TAKE—UP WASHER HGA10KT 14 4-SDS}"x1 J" 4-SDS}"x3" 1 1523 435 1 435 1165 940 ,Simpson Strong-TIe H6 DETAIL "I" DETA TL T" HD2A -- C N W- USE A MINIMUM OF COUPLER NUT SID OF TRUSS.TWO 8d NAILS THIS STU TOTAL FOUR /. 0 e SE A MINIMUM OF SIMPSON Bd NAILS TWO 8d NAILS THIS INTO TRUSS SIDE OF TRUSS, MTS16 MTS16 TAKE-UP WASHER PROJECT: TOTAL FOUR . /. o HD2A 8d NAILS ARTJ"x12 INTO TRUSS TWO FI PROPOSED RESIDENCE ° B AIL FOR TO 0 PLATES °p ° " ANCHOR BOLTS JNS DEVELOPMENT EIG TSP4 HT 8dd NAD ° Bd NAIL ITO INT STUD Simpson Strong-Tie PAT ES °p DETAIL "A" CNW- H7 EIGHT ® COUPLER NUT SP4 I 1340 SHIP'S DRIVE Bd NAIL •• INTO LSTA21 STUD Simpson Strong-Tie OUTHOLD, NEW YORK o° ° TA SIMPSON SIMPSON 1000-79-03-22 H7 ,• o° ° LFTA TAKE-UP WASHER LSTA21 Strong-Tie HUS210-2 LFTA LFTA ° I DRAWING TITLE: o ° 0 BP ° (I GENERAL NOTES SET: ISSUED FOR: DATE: DETAIL "D" DETAIL "G" DETAIL LTP4 Simpson Strong-Tie IRDD SYSTEM oo LTP4 DETAIL "L" I: ° L T P 4 SEAL: DATE: • °e ° DETAIL licit ° April 12, 2o1s I� Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY NO SUBSTITUTIONS Floor-to-Floor Connections EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES: All framing hardware shown on these plans, PROJECT NO: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST unless otherwise indicated, is Simpson Strong-Tie, 2018-14 DRAWN BY: & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO No substitutions are approved or authorized, N LTP4 DETAIL "B" FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. � oF pEER NEW yo CMA Q. � .p CHECKED BY: LTP4 Due to the relationships of framing hardware to 00 JJD Simpson Strong-Tie (1 ) SHEATHING TO BE NAILED TO CCA SILL the other components of the structure, any framing �x ��a= .' w SCALE: Floor-to-Floor Connections (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM hardware substitutions Will render these plans z 1/4" = 1•-0" (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES null and void, and will result in the installer/contractor 5 4 ��� SHEET NUMBER: (4) SHEATHING TO BE NAILED TO TOP PLATE assuming responsibility for the design and pRss�oNP� performance of the entire system, G-3 DOB NUMBER: OF JAMES J DEERKOSKI PE © DEERKOSKI + ARM DESIGN AND ENGINEERING DPC r�,NSIINEERIND DPC THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING DEERKOSKI + ARM JOIST DETAILS When sheathing thickness exceeds;/8", Plate nail-16d IRC 502-7 requires lateral Load bearing or shear wall above INTERMEDIATE BEARING ALLOWABLE HOLES TJ1@1 Joists DESIGN ANo ENGINEERING OPC (0.135"x 3X")at Floor panel nail-8d (must stack over wall below) Load bearing or shear wall Min.distance from Table A Min.distance from Table B h le may be cut 506 MAIN STREET WESTHAMPTON BEACH NY I 1 9713 trim sheathing tongue at rim board restraint(blocking)at all NO LOAD BEARING WALL ABOVE No fleld cut Do not cut holes larger Oere in we ou Web Stiffeners Plate nail-16d(0.135"x ayY) 2x-stud wall at 12"on-center (0.131"x ZY2")at 6" intermediate supports in above(must stack over wall holes in than IY2"In cantilever anywh b t- 63 1-767-6071 CARMBBBB@AML.COM Plate nail required each side at 16"on-center* 16"on-center on-center Seismic Design Categories Web stiffeners required below when present) hatched side of hatched zone Plate nail Blocking at A2W Floor panel nail-8d(0.131"x 24") Web Stiffeners required DO, D1,and D2 to Blocking panel each side at 133W zones\ ... OWNERSHIP & USE OF DOCUMENTS: each side at A3.4W strengthen the floor Blocking panel 0 f:�_N DO NOT panel at 6"on-cente Attach panel 2x4 minimum 6"' cut or notch flange. per code or 14'TimberStrandO LSL diaphragm. squash blocks 6. These drawings and specifications including the Web Stiffeners required specification rim board.* losely 2 x L2 L._F--L-1 ideas, design and arrangements represented each side at A3. W 6" L 2 x D, D, C gVrouped round L2 x D2 p 10 arc ' "I at '0 2 ' x on-ce Y2 a' 2x4 mi nimu' ,q uah bloc Ir En ce, S t 4 r a In gones holes are permitted if Toe nail-10d(0.131"x 3") minin-uni 'minimum therein, are the property of Deerkoski + Arm t 12 at 6. im g§0 N I I _V4_- Rim-to-jois 14'TimberStrands LSL or 12" at 6"on-center Ir (applies to all holes the group perimeter Design & Engineering, DPC. nail Toe naill iLevel@ lk'rim board.* When sheathing thickness min. Y, End of joists at except knockouts) meets requirements for No part thereof shall be copied, disclosed to I s t For rim board thicker than 1 centerline of round or square holes )e In. e nail-10d(0.131"x 3") exceeds Z8",trim sheathing tt I TJ I Toe nail To Web stiffeners DO NOT others or used in connection with any work or _A ach uir I r support Table A - End Support at 6"on-center* tongue at rim board -Attach TJIS Joist to rim board with one 10d(0.128"x3") required each ide at cut holes in cantilever project other than for which they have been si TJIO rim joist nail.Top nail from TJI(D joist into rim board. *Web Stiffeners' For rim board thicker than I Y4" Install proper blocking to -Connect corner with four I Od(0.128"xY)nails.Toe nail B1W and B2W Minimum distance from edge of hole to inside face of nearest end support reinforcement. prepared without written consent. required each side Must have 1%"minimum -Attach TJIQD Joist to rim board with one 10d(0.128"x3") support all panel edges from side of parallel closure into rim board Blocking panels may be ocking panels may be required JOIST US ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE atA1W joist bearing at ends.Attach nail.Top nail from TJIs joist into rim board. required with shear walls with shear walls above or below DEPTH 2" 3" 4" 5" 6X2.' 1 7 8%" 11" 1 13" 2" 3" 1 4" 5" 6Y2" 1 7" 8%" 11" 1 13" -Connect corner with four 1 Od(0.128"x3")nails.Toe nail above or below-see detail B1 (See detail BI) 110 V-0" V-13" 2--0" 2--6" 6-0" T-0" T-6"I 2'-6" T-15" 4'-6" See iLevel TJ/0 Joist Specifier's Guide,#TJ-4000, and 86 86 8 8(9 rim joist per A3 detail. from side of parallel closure into rim board A3.4 iLevel@ Rim Board Specifier's Guide, #TJ-8000, for 210 V-011 1 1 _L-6'= -0 -6" 4--0-- 6-9' SY2" _I�L 2' 2 *Conventional construction code minimum for use with W additional installation specifications and applications. 230 1-0" 2-4- 2'�-- X-6" 5'�" V-9- 2'-0" 3'-0" 4-1" 5'-0" 360 11" 2'-0" S-1)" 4'-0" 6-0" V-13" T�6'- T-6-- 6-0" 5'-6" 11-01. A3 only. See the iLevel TJl@ Specifier's Guide, #TJ-4000, Nail through 2x cantilever,wood backer and 0' V-0" I A" 1-01 2'-6" 2'-6" F-O" V-0" T-0" V-15" 2-�'- 4'-6" 4'�-- 6'-U' A3.1 eA3.2 A3.3 and the iLevele Rim Board Specifiers Guide, #TJ-8000, 14'TimberStrandS LSL or il-evelt)lk' Blocking TJI@joist web with 2 rows 10d 1 1 1-01" V-0" V-0" T-6-1 T-13" 3'-V 5'1" V-0-- V-0" 2-4- X-O" F-O" 5'-6" 6-6"' _-L_1_ - W W W rim board.Nail to blocking panel "I V-0"I 7-0-` T-0" T-6" 6-4-1 V-0" T-0" 2'-0" T-O" 5'-6" F-6" T-Or' for A3.I-A3.3 installation specifications and applications. 6'-0"length of TJI5 joist 8"diameter maximum hole for 11%"- panel (0.148"x 3")nails at 6" reinforcement and filler 16"deep blocking panels;6"diameter 14'TimberStrandq) LSL or iLevel@ 1Y8"rim with connections equivalent on-center,clinched.Use V-0" V-0" 1'�" 7-13" 4'�" 6-0" T-0"I V.0" T-O" T-6"I 4-4- 6-13" 6-1" T-6" to floor panel schedule. - I r, -1 1--6" 3--0" F-O" 6'-6" 8--o" V-0" 2'-0" T-13" 5-4. T-0" T-6-- 8'-0" block.Use 4'-0"length maximum for blocking panels 9Y2" board.Nail with 10d(0.128"x 3")nails, Attach reinforcement to joist 16d(0.135"x 3Y2")nails with 110 1'-U' V-0" V-0" V-0" V-0" V-0" 7�" 5-4- V-0" 1'-0" 1-4- 1-1" T-6" 4'-0" 6-9- 8-4- Web stiffeners 4'-0"length of 8"diameter maximum hole for I 1Y8"- with 9;/2"and I IZ8"TJI8 deep or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 2Y2") 3;/2"TJI@ joist 210 1111, 1.4' 1-0" V-0" 1-0" V-15" T-O" 6-0" V-0" 1-0" V-0" 2'-0" 4-4- 4'-6" 6-6" 8--6" Load from above required both 8"diameter maximum hole for 1 lZ8"- 3/4"reinforcement 16"deep blocking panels;6"diameter joists. Do not cut flanges. nail at each corner flange widths. 14 230 V-9 _IL21_ILE V-0" V-6" T-O" S-15" U-15" V-0" 1'-0" V-0" 7-0" 4-4- 5-4- T-O" 9-4- sides at E1W 16"deep blocking panels;6"diameter on one side at E2, maximum for blocking panels 9X2" 360 1-0" V-0"I V-9- V-0" 2'-6" T-0" 5--6" 8'-0" V-0" V-0" V-0" 7-6" 6-6" 6-6" 8-4- 9'1" maximum for blocking panels 9Y2" both sides at E3 deep or shorter than 12"long. Attach reinforcement to joist Horizontal blocking panels bbU 11-0111-1'_01-I__ I­. �-I ­ ­__­. - I- V-15" T-15" 6-13"1 T-D 9_v 1u_u I Do not cut flanges 14'TimberStrands LSL th one 8d(0.131"x V2") between each joist. Nail to top F1 applies to 210 v-0.1 1 1 1-0" 1'-0"1 V-01 V-6" 37�6-0- 1-4- 2'-6" T-6-- 6'-6" 8'-0" 10'-6' deep or shorter than 12"long. 1�--2 - il at each corner plate with connections equivalent 16.1 230 1 �-o - -6" -0" -0" ];- 3' 3 7' 9 11 Y16" 1 .2� -0 -0 loaded joists 1%0"1 11--6" or iLevel&lk'rim board. 12"length of Y4' to floor panel schedule. uniformly 60 V_FT V_OT- -�77 77- _4� -0111 V-011 Do not cut flanges. 0- _0- 17� H 3�-3 3-0: 1 14'TimberStrandO LSL reinforcement 'n only. 1_717-1.7 Tl _�-0.77F '., 3'-0"1 ­...[:!_� or iLevellti 1Y8"rim board. --Attach reinforcement to one side at E5, 12"length of Y4" Wood 9 4" 51, 6 1 V 12' 15" 17" 4" 51. 6" 1 7" 1 8" 1 10" 12" IS" 17' I.-Ol. V-01. 10. Alta 1h I c I- h 0 t 416"6 _0. 5 0'. 7 4 H. 6 10'- 3-0" both sides at E6 2�P- 4e' 0" 5%0 T-0" V-0" 1-0" 3%0" 5-0"110--0" 11-4)" 13-�'- joist web with 3 rows 1 Od reinforcement on backer 181, 360 1,_07 7"I"�� 2 4. Full depth *ertical "0., 'J. vtw Ica 5._ _1" F4 560 0 V-0.1 11-01. (0.148"x 3")nails at 6" V-0" 12'-0" 14'-6" 77 _0. 1 0 blocking between one side at ET - 15, I I,-0 on-center,clinched.Use 2 20" 1 360 70- ilt�� 77 - 701 T-0- each joist Les L both sides at E8 1--o" 1_0" 1'-0'. 2A minimum ttach reinforcement rows with 9y2"and 1 1Y8" 8 - squash blocks to joist flange with 8d(0.131 TJIO joists. ss than 5" ess than 5" Table B - Intermediate or Cantilever Support 14'TimberStrand@ LSIL or e. x 2,Y2")nails at 6"on-center. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Use 2x4 minimum squash blocks to Face grain When reinforcing both sides, Not for use with Y12"TJM joist flange widths WEB STIFFENER ATTACHMENT transfer load around TJ/e joist iLevel(D 1Y8"rim board stagger nails. JOIST ROUND HOLE SIZE ISQUARE OR RECTANGULAR H LE SIZEI closure,typical. horizontal Gap* DEPTH TJIT Y8"minimum 2" 3" 4" 1 5" 6Y," 7" 8Y." 11" 13" 2" 3" 1 4" 1 5" 6Y," 7" 8%"l 11" 1 13" Option#1: 2X"maximum 110 V-6" 2'-6" T-0"l 4'-0" T-6-- V-15" 2'-6" 3'-6" 5'�" &�" 8 8 EXTERIOR DECK ATTACHMENT TJI8 Joist blocking with end (1/2"for TJIO 210 2'-C)" -_2'-6" T-6" 4'-6" 7'-6" 7-0" T-0" 4'-0" 6'-0" T-O" Structural exterior sheathing Apply subiffoor blocks installed at Y3 joist-span 560,560D, 230 2%6" T-0" 4%0" F-O" F-O" 2'-6" 3'-0" 4'-6" 6-6" T-6" Filler block:Attach with ten 1 Od (0.128"x adhesive to all locations using s47 joist) Web stiffener each side. 360 T-O" 4'-0" 5'-6" 6-6" 9'-0" _1�2:_LL 5-6 7-6 _1::E *With point load from above,install web 110 V-0" 1'-0" V-6- 2'-6" 4-4- 4'-0" F-O" V-0" V-13" Z-6" 4-4- 6-6"__Z:;Z 3")nails,clinched.Use ten 16d(0.135"x Flashing contact surfaces two 8d (0.113"x 2y2") See sizes below. stiffener tight to top flange(gap at bottom 210 V-0.1 I V-0" 2%0" 3'-0" 4%6" 5'-0" 9'-0" 1'-0" 2'-U. T-O" 4'-6" T-6" 8'41" 10'-0" 3y2")nails from each side with 3Y2"TJI1D Flush bearing plate required. �p nails or Tight fit' flange)when there is no support below. 11%.. __130 V-0" 2-4- T-15" T-6" 5'-0" 5'-6" 9'-6" 11-0" 2--6" T-13" 5'-0" F-O" 8'-6" 10'-0" Hanger height must joist flange widths. Use fifteen nails with Maximum A"overhang Treated 2x 2y2"screws, 360 1. T-O" 3'-0"1 4'-0" F-13" T-O". T-6" 1 -01, 2-4- X-6-'l 5'-0" T-0" 9'-6"1 9'-6"j111_o.1 be a minimum of 60%. TJIO joist depths greater than 16". Backer block:Install tight permitted at beam. ledger typical Nailing Requirements 560 V-15" 4'-6" -6" - - '4' -0" " %0" - ofjoist ep Depth Minimum Web __L2: 5 8'-0' 8'-6' 12 -- 3 4'1 6 8'-0 10'-6--1 1 V-0"112-4- Number Nails 110 1%0" 1'-0" TI" 1-0" T-O" Z-15" 4--6" 8-4- V-0" 1%0" V-0" 2'-6" 5-41 6-0" Sr-O" 12'-0" to top mount(tight to 1X"TimberStrande LSL TJI Joist Series (in.) Stiffener Size Type End I i-ntermediate 210 1%0" T-0" 1'-0" 14' _2'-6'L 3 0 __LE_LL 1'-0" V-0" 2-4- 3-�" r�'-O,. bottom flange with face See fastener 4 ____ -_Z�2:iz:E iz�L mount hangers).Attach table below.Maintain or iLeveIG lk'rim board. 110 All x 2Y16" 14" 230 1'-0" V-0" 1'-0" 2-4' -T-0' 3'-6". 5'-6" 10'-0" V-0" 1'-0" T-13" 4'-0" 6-011 T-6" 10'-6" 13'-0" WORK NOTES- Option#2: 8d 360 1'-0" V-0" 2-4- T-6" 5'-6" 6-0" 8%6" 12'-6" 11-01. 2-4' 4%0" F-6" 9'.0" 1 0'�" 12'-0" 14-4- W11.11 ten 10d(0.128"x 3") 2"distance(minimum)from 2x-strapping installed at Y3 210 All Y4"x 2Y16" 660 T-0" 1'-0" '1'-6" T-6"__LL (T-15" %6" 13'-6" V-0"1 3'-0" 5%0" T-0"110'-0" 1 T-0" 13'-6" 16-0" Top mount nails,clinched when edge of ledger to fastener. 230&360 All Y8"x 2Y16" (0.113"x 21/2") - 11 14. 1._01� 5111, 1'-0;' _.LE T-O" 4'..6" V-15" 1%6" 17-6" joist-span locations using two All V x 2YI 6" 'j'j' 1 1-4-7-0 1' -4' -6" 2'-0" _0.� T-O" 6-0" possible. s3l &s33 3 3 i - "' 1. hanger Allowable Load/Factored Resistance(lbs) 2:/2"screws per joist,typical Is" 1 -01.1 1 1 -0 6-6 10--6"!13--0116-0" Fastener 1y4"Timberstrari 16d 360 1-0"1 V-0" T-O" 4'-0" 6-6" 10-4" 13'-6"1 1 1'-0..1 -rr �-� T-6� - - Face mount Backer block LSL rim board ii-evel(E,IY8"rim board Option#3: 560&s47 All 2x4 (0.135"x 3Y2") 560 1 V-0"I V-0.,I 1._0..I V-0" 2'-6" X-6" T-0" IT-13" hanger both sides of web lag bolt 400/630 N.A./N A Directly applied ceiling 4" 1 5" 1 6" 1 7" 1 8" 1 10" 1 12" 1 Is" 1 17" 1 1 4" 1 5" 1 6" 1 7" 1 8" 1 10" 1 12" 1 IS" 17" with single TJIG Y2"lag bolt 4751750 00`979(1) 18" 4 4 181, ;3;6 50 1 joist 20" 16d 5 5 1%6" T-0"1 6-0"1 9-4-115'-0"1 1 1 T-0"1 1%6"1 4-4-1 6-6-1 9--0"I14'-6'-I16'-6-'I19.-6-.l - -,I 2--ri-1 r-_n-�l in--n,,l ir,,-F;,,i I I 1--n-1 I r-_n,-I R-�,,1 11�-,1 1 1 1 R--n,,I Web stiffeners required if sides of (1)This factored resistance is with a Y8"gap between the rim board and deck ledger When specified on the layout, one of 560D 22" 2x4 (0.13 5"x V2") 6 11 1-o! hanger do not laterally support at With top mount hangers,backer block required Allowable load determined in accordance with AC 124. the above bracing options is required 24" 6 13 20" 360 i,-o,.l I%0-1 1--od T-O"I 6-4111--0"1 16-6"1 1 V-0"1 1-4.1 V-6"I 4--0"1 7'-O"ll2'-6'�116'-6"119'-0"121'-O'- least Y8"of TJIO joist top flange only for downward loads exceeding 250 lbs or for Corrosion-resistant fasteners required for wet-service applications. I cnn 1.-01 1._011I `IEO-[71�6�1'4-1 V-6"l 5'-6"I12'-0"l 16-0"1 1 T-0"1 1-4-1 T-0"1 6'-0"1 8'-6"114'-0"1 1T-6'I 1 q'A"120'-6" uplift conditions. Rectangular holes based on measurement of longest side a Holes may be located vertically anywhere within the web.LeaveY8"of web(minimum)at top and bottom of hole. FASTENING of FLOOR PANELS o Knockouts are located in web at approximately 12"on-center;they do not affect hole placement. Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES BEAM and COLUMN DETAILS T.IrM Rim Board TJIi Joists 110 210 230 or 360 560 e For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located 0 360 and 9Y2"or 9y2"0 -------T_14"' r 18"or at the center of the joist span provided that no other holes occur in the joist. Nail Size 110,21 iLevela TimberStrari Microllame Paralfaring 9Y2"or 11y IY4" Depth 14" r 1 14"�r 7 ,,114"or 118"or 560 1Y8" TimberStrandODLSL or wider LVL PSL 1.,, 1 20" 16" 20" * Distances are based on the maximum uniform loads from current il-evel specifier's guides.For other load conditions or hole and 230 1 11%., 1 16 11/ 1 11�6 configurations use iLevele TJ-Beam@ software or contact your il-evel representative, 8d(0.131"x 2Y2") 4" 3" 6" 4" W 3" 3" Filler Block(1) 2x6+YB" W+Y8" 2x6+Y2" 2x8+Y2" 2x12+Y2" Two Two Two BEARING AT WALL BEARING FOR DOOR BEAM TO BEAM BEARING AT 10d(0.148"x 3"),12d(0.148"x 3Y4") 4" 4" 6" 4" 4" 4" 4" (Detail H2) 2x6 W sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 OR WINDOW HEADER CONNECTION CONCRETE WALL 61, 81, Cantilever 2x6 2x10 2x6+y8" 2xlO+YB" 2x6+Y2" 2x1 0+12" 1X"TimberStranda LSL or iLevelm lk' Strap per code if top plate I 16d(0.162"x 3Y2") 67--T_16- 6"(2) _F 6-M 6" Filler 4--0" U-0" sheathing sheathing sheathing sheathing Not Not applicable rim board or blocking for lateral is not continuous over (1)One row of fasteners permitted(two at abutting panel edges)for diaphragms.Stagger nails when using 4"on-center spacing and maintain Ys"joist and panel edge (Detall!:4 long long 4'-0"long 6-0"long 4'-D"long 6-0"long applicable ALLOWABLE HOLES - Headers and Beams support distance.For other applications,multiple rows of fasteners are permitted if the rows are offset at leastY2"and staggered �Lj_ 1.55E TimberStrando ILSIL Headers and Beams header Backer Elk�Clk 0'1 (2)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more th2n 1Y8"(to avoid splitting). Y,"or Y4" or V8" 1"Net 2x6 2x8 2x12 or 141) 1 1 2 x diameter of.the e Recommended nailing is 12"on-center in field and 6"on-center along panel edge. 14 ga.staples may be substituted for 8d(0.113"x (i)if nec-sary,increase fillerand backerblock height for face mount hpers and maintain Is"gap at top of)ofst;see detail W Filler and largest hole(minimum) Fastening requirements on engineered drawings supersede recommendations listed above. 2Y2")nails if minimum penetration of 1"into the ba�ker blc�*lengths should accomodate required nailingwithout splitting 12"minimum for backer blocks and 24"minimum for fiffer blocks). Y3 d pth Allowed hole zone TJIODjoist or rim board is achieved. Top mount e il-evel recommends using a non-polyurethane subfloor adhesive on all contact points hanger between panels and floor framing. e Maximum spacing of nails is 18"on-center for 0 b Face mount Protect ntreate TJIODjoists. Joists must be laterally supported at 0 Ed ___� - hanger wood from direct e Nailing rows must be offset at least Y2"and staggered. cantilever and end bearings by blocking 0 0 Header or Beam Maximum Round Column contact with panels, hangers,or direct attachment to Depth See current iLevel@ literature concrete Hole Size a rim board or rim joist. Safety bracing(1x4 9A%94" 31, for framing connectors Silent Floor@ joist framing minimum)at 8'on-center(6' 8 1 IY4"-1 1 Y8" 3Y8" does not require bridging or on-center for TJF 1110 Joists)and 14"-16" 4Y8" extended to a braced end wall. See illustration for allowed hole zone MULTIPLE MEMBER CONNECTIONS mid-span blocking El Fasten at each joist with General Notes FOR TOP-LOADED BEAMS(1) two Bid(0.113"x 2Y2")nails minimum 9 Allowed hole zone suitable for headers and beams with (see WARNING). uniform and/or concentrated loads. 13/4"-VVide Pieces: 9 Round holes only PROJECT: • Mininnum of 3 rows 10d(0.128"x 3")nails at 12"D.C. # No holes in headers or beams in plank orientation. • Mininnurn of 4 rows 10d(0.128"x 3")nails at 12"D.C. DO NOT bevel cut H2 for 14"and deeper beams ELEVATED joist Al Other il-evele Trus Joisto Headers and Beams BEARING AT 0 If using 12d-16d(0.148"-0.162"diameter) BEAM ON COLUMN BASE COLUMN BASE beyond inside face Rim board joint Microllam(D LVL nails, the number of nailing rows may be COLUMN CAP of wall. E2 between joists DO NOT overhang seat cuts 1.3E TimberStrandS and Parallamo PSL COLUMN reduced by one. on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y3 depth A3 face of support member. largest hole(minimu 3Y2"-Wide Pieces: V DO NOT cut,notch or drill PROPOSED RESIDENCE III, Minimum of 2 rows Y2"bolts at holes in headers or beams FOR 24"o.c.staggered dL c- b I ept as indicated in (1)Load must be applied evenly across entire illustrations and tables. beam wFidth.Otherwise,use connections for JNS DEVELOPMENT side-loaided beams. TJI0 rim joist Microllame LVI_and Verily column capacity Optional IX"TimberStrand@ LSL Parallame PSL HeaderorBearn maximumRound a Ind beam bearing Additional nailing or bolting may be non-shrink A2 L3 or iLevelqD lk'rim board. allowed hole zone Depth Hole Size 1340 SHIPS DRIVE ll length.See current required with side-loaded multiple-member grout middleY3 span 4Y8" V !Level@ literature. beams. Refer to current product literature. 5Y" SOUTHOLD, NEWYORK Ll d UE TimberStrancla LSL allo B I 7X%20" 2" 1000-79-03-22 H 1 IV JArL See illustration for Allowed Hole zone 132 General Notes TJI@ JOIIST NAILING REQUIREMENTS at BEARING a Allowed hole zone suitable for headers and beams with uniform loads only. DRAWING TITLE: TJI@)Joist to Bearing Plate Squash Blocks to TJI@ Joist * Round holes only 1X"TimberStrandg LSL or (Load bearing wall above) e No holes in cantilevers. iLevelO 1XV rim board. One I Od(0.128"x 3") 9 No holes in headers or beams in plank orientation. nail into each flange 84 Use BI or B2 at GENERAL NOTES One 8d(0.113"x 2Y2") intermediate bearings nail each side.Drive INSTALLATION TIPS with load bearing or nails at an angle at Subfloor adhesive will improve floor End of joists shear wall from WARNING least%"from end. performance,but may not be required. at centerline Joists are unstable until braced laterally SET: ISSUED FOR: DATE: 13/4"minimum bearing at Also see detail B2 of support Braced end wall- Bracing Includes: end support;3;/2"minimum Squash blocks and blocking panels carry see note 3 under 0 Blocking 0 Sheathing 0 Strut Lines at intermediate support stacked vertical loads(details Bi and 132). * Hangers 0 Rim Board 0 Rim Joist Shear transfer.-Connections equivalent to Packing out the web of a TJIS joist(with web H 1 floor panel nailing schedule stiffeners)is not a substitute for squash blocks Rim to TJI1P Joist or blocking panels. IV'TimberStrairl LSL or 3Y2"wide TJIO rim When joists are doubled at non-load bearing 11-evele IY8"rim board or joist:Toe nail with parallel partitions,space joists apart the width IY4"wide TJID rim joist: I Od(0.128"x 3") < of the wall for plumbing or HVAC. SEAL: DATE: One 1 Od(0.128"x 3")nail nails,one each side 3y2"wide TJI@ 4- into each flange Additional joist at plumbing drop(see detail). 0 Exterior Deck DO NOT walk on joists DO NOT walk on joists DO NOT stack building of TJ14D oist flange floor joist Attachment until braced. that are lying flat. materials on unsheathed April 12, 2018 N 116"wide TJID rim Structural INJURY MAY RESULT. joists. Stack only over 2 Y16"-2 51 4 4 joist:One 16d(0.135"x 3Y2"wide TJIO L LfA L J L sheathing beams or walls. 3y2")nail into each flange rim joist 0 DO NOT use sawn WARNING NOTES: 1Y4"minimum bearing 0 lumber for rim Locate rim boardjoint between joists. Top View n board or blocking, Lack of proper bracing during construction can result in serious PROJECT NO: BEAM ATTACHMENT at BEARING 121 C9 Protect untreated wood as it may shrink accidents.Observe the following guidelines: 2018-14 Sh Additional from direct contact with See ALLOWABLE after installation. 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI@ joists must be completely installed and properly nailed. DRAWN BY: joist Plumbing drop joist concrete knockouts H3 HOLES Use only 2.Establish a permanent deck(sheathing).fastened to the first 4 feet of joists at the end of the bay or braced end wall. 1Y4"TimberStrands LSL at approximately engineered lumber. 3.Safety bracing of 1x4(rninimum)must be nailed to a braced end wall orsheathed area and to eachjoist. OV- N E CMA 11­1�or il-evelc 1Y8"rim board. 12"on-center 4.Sheathing must be completely attached to each TAD joist before additional loads can be placed on the system. 10 CHECKED BY: 5,Ends of cantilevers require safety bracing on both the top and bottom flanges. 6.The flanges must remain straight within 1/2"from true alignment. CO 0 JJD Bearing plate to be a TLP%XUS JOIST �p SCALE: A- Drive nails at an See framing plan(if applicable) flush with inside face 091 0� 1/4" One 10d(0.128"x3")nail each angletominimize or iLevel'D Framers Pocket of wall or beam Silent Floor' LE 1:4%1 W side of member at bearing, %" 5FOURSESNTNAB A Weyerhaeuser,il-eveli Microllame,Parallamn,Silent FloorlD,TimberStrande,TJI@,and Trus Joisto are registered W splitting of plate Guide for minimum end and SHEET NUMBER: minimum from end intermediate bearing lengths. trademarks of Weyerhaeuser NR. 2009 Weyerhaeuser NR Company. All rights reserved. Printed in the USA. Carg9dfiterSaurcling wwwiliprogremorg June 2010 Reorder TJ-4015 0 This sheet is intended as a supplement to the Level Framer's Pocket Guide, which should be referenced for additional information. S G-4 DOB NUMBER: OF MES J DEERKOSKI, PE @ CEERKOSKI + ARM DESIGN AND ENGINEERING OPC FASTENING SCHEDULE TABLE R301.2.1.2 NYS IRC Windborne Debris protection BASED ON TABLE R602.3(1) 1 RG 2015 r1l r D�Wir.N r;.NriNmc"iNr. Dpc FASTENING SCHEDULE TABLE 1 NAILING SGHEDULE Fastening Schedule for wood structural panels 7, NOTE. NAILING REQUIREMENTS FOR ALL STEEL 14ANGERS AND STRAPS TO BE PER MANUFACTUREWS SPECIFICATION. ROOF SHEATHING FASTENING SCHEDULEabt,de Fastener Panel Span Panel Span Panel Span DESCRIPTION NUMBER AND TYP SPACINGAND D E E R K O S K I + ARM 8d Common (0.131 x 2-1/2 inches) or Ring-Shank (0.135 x 2-1/2 inches) Type Less than or less than or less than or OF FASTENER LOCATION DESIGN ANENGINEERING D P C equal to 4 feet equal to 6 feet equal to 4 feet (Except Where Noted) for Exposure 8, Enclosed Buildings, Roof Framing Spaced ROOF FRAMING 506 MAIN STREET WESTHAMPTON BEACH NY 11978 FLOOR CONSTRUCTION 24 inches o.c. or Less No$ Wood screw 16 inches 10 inches 8 inches -8d BOX 631-767-6071 r-ARMSE3eE3@AOL.COM 2-1/LP)OR 4 BUILDING ELEMENT NAIL OR STAPLE SlZE'AND TYPE NUMBER AND LID based anchor with 0 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER TOENAIL OWNERSHIP & USE OF DOCUMENTS: Roof Fastening Zone— 2 inch embedment n center on center on center 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2')OR EACH JOIST.TOENAIL RUILT-UP GIRDFRS AND BEAMS 20d COMMON 32" O.0 DIRECT lenght 3-8d COMMON These drawings and specifications including the Main Sheathing-to-Gable- Overhang CEILING JOISTS NOT ATTACHED TO PARALLEL ideas, design and arrangements represented BRIDGING TO JOISTS 8d COMMON 7 EACH DIRECT END Wind Roof End-Wall Framing,9 (eaves) No 10 Wood screw 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP therein, are the property of Deerkoski + Arm FLOOR JOISTS TO SILL OR GIRDER Lad COMMON 3 TOE NAIL ........... CEILING JOISTS A17ACHED TO PARALLEL PARTICLEBOARD UNDERLAYMENT 6d ANNULAR THREADED 6"O.C.DIRECT EDGES+ Veloicity 1 2 3 2 3 2 3 based anchor with 16 inches 12inches 9 inches 4 RAFTER(HEEL JOINT) TABLE R802.5.1(9) EACH LAP Design & Engineering, DPC. (3-Second Panel 2 inch embedment on center on center on center 5 COLLAR TIES 4-1 BOX (3-) OR No part thereof shall be copied, disclosed to (114-- 3!4-) ir o.c. INTERMEDIATE len ht OR 1-1/4*X 20 ga RIDGE STRAP 3-10d COMMON(3-) FACE NAIL TO EACH RAFTER others or used in connection with any work or 4V O.C.DIRECT EDGES+ Gust) Locationi Fastening Schedule (inches on center) I project other than for which they have been PARTICLEBOARD SUB FLOOR(RATED O.S.B.) 8d COMMON 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND prepared without written consent. (-W-GREATER) 127 O.0 INTERMEDIATE 'Supported panel 4-10d BOX I TOENAILS ON OPPOSITE SIDE PLYWOOD SUB FLOORING 6d COMMON OR 6d ANNULAR 6"O.C.DIRECT EDGES+ 6 6 6 6 6 a.This table I.based on 180 uftate design wind speed and a 33-foot mean roof height OF EACH RAFTER OR TRUSS OR SPIRAL THREADED IT O.C.'INTERMEDIATE 150 mphfg end and edges 3h br.Fasteners shall be Installed at opposing ends of the wood structural panel. 4-16d OR (19132-314-) 8d COMMON OR 6d ANNULAR 6"O.C.DIRECT EDGES+ Panel field 6 4 3 4 3 Fasteners shall be locatad a minimum of 1 Inch from the edge of the panel. 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL OR SPIRAL THREADED IrINTERMEDIATE c.Anchors shall penetrate through the exteriorwall covering with an embedmnt wmjth of 3-16d 13OX OR (718-- 1118-) 1 Od COMMON OR 8d RING SHANK 6:"O.C.DIRECT EDGES+ Supported panel not less than 2 Inches Into the building TTame. Fasteners shall be located not Im than 2-16dCOMMON END NAIL OR 8d ANNULAR OR SPIRAL THREAD 6"O.C,INTERMEDIATE6 6 6 6 6 2-1/2 Incim from the edge of concret block or concrete. (I Ir OR LESS) 16 GAGE GALV.WIRE STAPLES 4"O.0 EDGES 120 rnphtg end and edges 3 dWALL FRAMING .Wbere screws am attached to masonry or masonry/stucco,they shall be attached 318-MINIMUM CROWN, I 518"LENGTH r O.C.INTERmmiATE Panel field 12 6 4 6 A using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 16d COMMON 1,500 pounds. (15"x 0.162*) 24"O.C.FACE NAIL (19132-AND 518-) 16 GAGE GALV.WIRESTAPLES 2 1/2"O.C. EDGES AND 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX lir 3/8"MINIMUM CROWN, 15/13"LENGTH 4"O.C.INTERMEDIATE Supported panel INTERSECTING WALL CORNERS AT BRACED WALL PANELS) 3-1/2"x0.1, S 2) O.C. FACE NAIL end and edges 6 6 6 6 6 Exterior-glazing in buildings located in Wood-Boma debris regions shall 10 BUILT-UP HEADER 16d COMMON 11?O.C. FACE NAIL ALONG EDGES 90 mph 6 be protected from wind borne debris. (3_1/2*x0.1621i 113-) TOE NAIL WALL COHSTF Lt Panel field 12 12 6 6 6 Glazed opening protection shall meet the Large MisdCONTINUOUS HEADER TO STUD 5-8d BOX(2-1 r^0e test ASTM E 1996 11 1 0R44dCOMMON1' and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/20 x 0.162) 160 O.C.FACE NAIL BUILDING ELEMENT NAIL OR STAPLE SIZE AND TYPE NUMBER AND LOCATION Garage door glazed opening protection for wind borne debris shall meet a. Specific grorvity (0) of lumber and panels shall be 0.42 or greater, AINSI/DASMA 115. Areas within hurricane prone regions:within I mile DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR FACE NAILON EACHSIDE OF END STUD TO SOLE PLATE 8d COMMON OR 4 TOE NAIL OR b, For Exposure B and a 2-foot oyerhang. of the coastal high water line were the ultimate design wind speed is SIESMIG BRACED WALL LINE SPACING<251 12-16d BOX JOIST)MIN 24-LAP SPLICE LENGTH) 16d COMMON 2 DIRECT NAIL 130 miles per hour or greater. 13 STUD TO TOP PLATE 16d COMMON 4 TOE NAIL OR c. For med;an roof height 35 feel or less. DOUBLE TOP PLATE SPLICE SDCs A­D2 WITH 12-16d(3-1/2-x 0.135*) FACE NAIL ON EACHSIDE OF END 2 DIRECT NAIL cl. Gable wall height of 8 feet or less from top floor ceiling to roof peak. A. EXCEPTION: , SIESMIC BRACED WALL LINE SPACING>251 JOIST)MIN 240 LAP SPLICE LENGTH) DOUBLE STUDS 10d COMMON 12"O.C.DIRECT Wood Structural panels with a minimum of thickness of 7/16 inch 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16-OC. FACE NAIL CORNER STUDS 16d COMMON 24" O.C.DIRECT a. provide adequate uplift hardware of truss-io-wall connections. Such connections are beyond the and a maximum span aF 9 feet shall be permitted for opening ORBLOCKING(NOT AT BRACED WALL) 16BOX(341r) 12*0.C. FACE NAIL SOLE PLATE TO JOIST OR BLOCKING 116d COMMON 1160 O.C. scope of this publication. protection.Panels shall be precut&predrilled to cover the glazed openings BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16'O.G.FACE NAIL 16d COMMON tr ac. f, When wind speed is 110 mph or greater and when medicn roof height is between 25 and 35 feet, with attachment hardware provided in the table below. 15 ORBLOCKING (AT BRACED WALL PANELS) 2-146d COMMON 2 EACH 16*O.C.FACE NAIL I NTERIOR-BRACED WALL SOLE PLATE TO use$d ring-shank nails (0.135 x 2-1/2 inches)within 48 inches of gable end walls, Label all panels and store in a clean dry area of the house. 3_16d BOX PARALLELJOISTS Attachments shall be provided in accordance with the table 16 TOP OR BOTTOM PLATE TO STUD 2-16d COEND NAIL COMMON DOUBLE TOP PLATE 10d COMMON 16"O.C, DIRECT WALL (IRC Toble R602.3(l), footnote f]l as f b I I ows: I TOP PLATE LAPS 10d COMMON 2 DIRECT NAIL g. When wind speed is 100 mph or greater, block panel edges perpendicular 10 gable-enol-wall 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL DIAGONAL BRACE(TO STUD AND PLATE) tad COMMON 2 EACH DIRECT BEARING framing members in the first two boys of framing. Blocking shalt be spaced Dmaximum of 2-16d COMMON INTERIOR-BRACED WALL TOP PLATE 10d COMMON 12"01C. 4 feet o.c. (Wood Frome Consfrudion Manuat, Section 3.5,5) 18 1- BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL WORK NOTES: TO JOIST OR BLOCKING I h. f0d Feng-shrank nails (0,148 x 3 inches). MIN. UNIFORMLY DISTRIBUTED L.L. 24d COMMON TAIL BEAMS TO HEADERS(WHERE NAILING IS 20d COMMON I EACH END.4 SQ.Fr. PERMITTED) USE HANGERS UNLESS NOTED) FLOOR AREA L BlocVtng not required. USE LIVE HEADER BEAMS TO TRIMMERS(CRIPPLES) 20d COMMON I EACH END 0 SQ F. LOAD "HERE NAILING IS PERMITTED) FLOOR AREA Uninhabitable atcs withoutstorage 10 CONTINUOUS HEADER TO STUD 8d COMMON 4 TOE NAIL Uninhabitable attics with limited storage 20 CONTINUOUS HEADER,TWO PIECES 116d COMMON 16-O.C.DIRECT FIGURE I FLOOR FRAMING Habitable attics&attics seNedwIth fixed state- 30 ROOF MTENING ZONES FOR WIND UPLIFT Balconies(exterior)and decks 40 21 JOISTTOSILL, TOP PLATE OR GIRDER-PER JOIST 44d BOX PER JOIST-TOE NAIL ROOF AND CEILING CONSTRUCTION Zones 1,2 and 3 shown below indicate are*&of the roof shat may have different faster;nq requirements. "d COMMON Fire escapes 40 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON BIJILCIING ELEMENT NAIL OR STAPLE SIZE AND TYPE BER AND LO 3 Overhon Zine 30 Wall lir* Guards and Handrails 200 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX W O.C.TOE NAIL 9 wall fi rhang 'Gable end wall :3 ovefhong CEIILING JOISTS TO PLATE 16d COMMON 3 TOE NAIL X Guard In-fill components 50 23 BLOCKING TO JOIST 2-10d BOX EACH END a c i2overhanoll a a 20yerhOrig 24d COMMON CEILING JOISTS (LAPS OVER PARTITION) 10d COMMON 3 DIRECT NAIL 2 Overhang �\ -,-- -,._ I passenger vehicle garages 50 4-16d BOX CEILING JOISTS (PARALLEL TO RAFT] 10d COMMON 4 DIRECT NAIL MIN. 3 2 3 3 2 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL -------- 2------ -------- 3 3-16d GCIAMON I Roorris other than sleeping room 40 6 TRAY CEILINGS 11 p 30 25 2N' P 3-16d COMMON AT EACH BEARING,FACE NAIL ti LANKS(PLANK& COLLAR BEAM 10d COMMON 3 DIRECT NAIL 2 2 i. 1, 1 i! sleeping rooms BEAM FLOOR&ROOF) 4-10d BOX Stairs 40 16d ROOF RAFTER TO PLATE 8d COMMON 3 TOE NAIL 2 2 ROOF RAFTER TO RIDGE COMMON 2 TOE NAIL OR DIR. NAIL 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PERJOIST JACK RAFTER TO HIP 10d COMMON OR 3TONO EAILR 3-16d COMMON 10d BOX 24"O.C.FACE NAIL TO OP&BOTTOM 16d COMMON 2 DIRECT NAIL _J 27 -UP GIRDERS AND BEAMS ALLOWABLE DEFELECTION OF ALLOWABLE BUILT STAGGERED ON OPPOSITE SIDES ST if RUCTURAL MEMBERS DEFLECTION P. E P"o�0 4-1fd BOX WALL AND ROOF SHEATHING I Htp 0 F F 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER FACE NAIL Rafters having sbpes greater than 3/12wlth 3-1Fd COMMON no finished ceiling attached to Tafters U180 -E BUILDING ELEMENT STAPLE SIZE AND TYPE NUMBER AND LOCATION I ! 2 1 1 1 2 1 29 BRIDGING TO JOIST 2-10d Box 1 1 2 1 1 2 2 1 1 2 2 ln'le,-rr walls and partitions EACH END, TOENAIL H/190 0 0 0 EDGE, 6-O.C. Floors and ceilings 1,/2 FIBERBOARD SHEATHING I f 12",GALVANIZED ROOFING 3"O,C.EXT. 0-41 4�0 L/3W SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING To FRAMING AND NAIL OR 6d COMMON NAIL OR INTERMEDIATE All other structural memebers 16 GAGE STAPLE 11113"LONG I L/240 PARTICLE BOARD WALL SHEATHING TO FRAMING PROJECT: Exterior walls With stucco linish WITH 7116'MINIMUM CROWN H/360 SPACING OF FASTENERS SHEATHING I 114"GALVANIZED ROOFING 3"O.C.EXT.EDGE, 6"O.0 Exterior walls-wind loads/broe-finisfies DESCRIPTION OF NUMBER AND TYP INTERMEDIATE 25/32"FIBERBOARD SHE XCI, U240 BUILIDNG ELEMENTS OF FASTENER PANELMGES ROOFSHEATHING i 2 NAIL OR Od COMMON NAIL OR INTERMEDIATE X 2 Exterior walls-wind loadsfflexible finishes SUPPORTS GABLE END WALL FRAMING U140 16 GAGE STAPLE 1 1/2"LONG 2 6d CC 41 \� COMMON(SUBFLOOR.WALL) A I i I !I L span length,H=span height VVITH 7816"1" CROWN 310 3/811-1/2" 8d COMMON(ROOF) 12" 6" PROPOSED RESIDENCE GYPSUM SHEATHING 12 GAGE 11/4"LARGE HEAD, 4"O.C.ON EDGE,8"O.C. 2 2 3 3 i 2 3 11, WOOD HEADER SCHEDULE 31 8d COMMON A ran FOR CORROSION RESISTANT INTERMEDIATE 19/32"-1" 6" 12" PARTICLEBOARD ROOF&WALL SHEATHING 6d COMMON 6"O.C.DIRECT EDGES AND —20—v-er.h—on NOMINAL LUMBER SIZE: SPANS: JNS DEVELOPMENT g 4 1 112 Overhong 2 Overhang! (Ur OR LESS) 12" O.C. INTERMEDIATE �,� EXTERIOR WALL WOOD STRUCTURAL PANELS (518-OR GREATER) 8d COMMON 6"O.C.DIRECT EDGES AND V-6-overhang 11 rine 3 rhongJ Gableend-wo!1 -30yerhongla (2)2X6 UP TO 31-00 TO RESISTWIND PRESSURES Ir O,C. INTERMEDIATE ..................—V&I1 line (2)2X$ V-0"TO 6'-0" 1340 SHIP'S DRIVE t T—, 3 PLYWOOD ROOF&WALL SHEATHING 6d COMMON 6"O.C.DIRECT EDGES AND Dioonce a=4 ft in mod coses(1104of I builcring width or 0.4 ein-As btildinq height,whichever is smOer,but mot lets then eAor 4','; MINIMUM NAIL MIN WOOD WOOD WALL NAIL SPACING SOUTHOLD, NEW YORK (112"OR LESS) 127 O.C. INTERMEDIATE of le arl btAldinp widlffi or 314), (2)2XI 0 V-00 TO 41-cr STRUCTURAL PANEL STUD STRUCTURAL NAIL SIZE PENETRATIONSTRUCTURAL SPACING 1000-79-03-22 (I 9/3r OR GREATER) 8d COMMON 6"O.C.DIRECT EDGES AND PANEL SPAN RATING THICKNESS EDGES FIELD I2"o.c. INTERMEDIATE (2)2XI 2 21-01,TO 1 01-W (1/2-OR LESS) 16 GAGE GALVANIZED WIRE 4" E.EDGES AND POSTS SHALL BE 4X4(NOMINAL) 8d COMMON NAIL 1.75 INCH 24/16 1/2" 161, O.G. 6" 12" DRAWING TITLE: STAPLES,318-MINIMUM I a"O.C.INTERMEDIATE *NOTE:ALL SIZES CALLED OUT ON ANY OF (2VX0131 I I CROWN, LENG114 OF I-PLUS FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE THE FOLLOWING DRAWINGS WILL INTERIOR GYPSUM WALLBOARD PANELTHICKNESS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME SUPERCEDE THIS SCHEDULE. GENERAL NOTES (19132"AND 50) SAME AS IMMEDIATELY ABOVE 2 1 Ir O.C.EDGES AND CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE:USE(3)2x HEADERS AT ALL M GYPSUM BOARD GYPSUM BOARD FRAMING spAoNGoFFAsTENERs 5"O.C.INTERMEDIATE APPLICATION ORIENTATION TO MEMBERS SIZE OF"LS SHINGLES,WOOD NO. 14 B&S GAGE CORROSION 2 EACH BEARING NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS EXTERIOR WALLS THICKNESS FRAMING SPACING NAILS SCREWS TO WOOD FRAMING RESISTANT FOR EGRESS AND THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. it CEILING EITHER DIRECTION lir O.C. 7" 12" 5d COOLER NAILS SET: ISSUED FOR: DATE: WEATHERBOARDING Od CORROSION RESISTANT 1_2_PZ_H BEARING 1/2 SHEATHING NOTES: IRG TABLE R802.5.1(9) WALL EITHER DIRECTION 160 O.C. 8" 111T, I ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST RAFTER/CEILING JOISTHEEL CONNECTION -5/8 if CEILING EITHER DIRECTION 160 O.C. 7" 12" 6d COOLER NAILS TABLE 8302.6 & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO WALL EITHER DIRECTION 16,O.G. 8" 16" DWELUNG-GARAGE SEPARATION FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. RAFTER RAFTER GROUND SNOW:20 PSF TYPE X AT 1-7W LONG 6d COATED NAILS Of I SEPARATION MATERIAL (1) SHEATHING TO BE NAILED TO CCA SILL SLOPE SPACING ROOFSPAN 5/8 GARAGE CEILING PERPENDICULAR 16M O.C. 61v 6" EOUNALANT DRYWALL SCREWS BENEATH SCREWS SHALL COMPLY Wrrr FROM THE RESIDENCE AND ATTICS NOT LESS THAN I/2"-INCH GYPSUM OR (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM HABITABLE ROOMS IRG SECTION R702.3.5.1 SEAL: DATE: EQUIVALENT TOTHEGARAGESIDE (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 12 FT 1 20 FT 1 23 FT 1 36 fT I I I I I FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5V-INCH TYPE X GYPSUM (4) SHEATHING TO BE NAILED TO TOP PLATE A. ULTIMATE WIND SPEED:140 MPH. NAILS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 60 Q.0 April 12, 2018 BOARD NUMBER OF 16D COMMON NAILS FOR A MINIMUM 42"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS,AND 40 ON CENTER TO GABLE END WALL FRAMING STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES NOT LESS THAN I/Lr-INCH GYPSUM BOARD 3:12 160 O.C. 5 110 13 USED FOR SEPARATION REQUIRED BY IRC-R302.6 ForSI: I inch=25.4mm, 1 foot=304.8mm, I mile per hour=1.609km/h. PROJECT NO: GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD 4:12 160 O.C. 4 6 10 a.All nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing 2018-14 and sheathing connections shall have minimum average bending yield strengths as follows: 80 ksi(55 IMpa)for DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF 5:12 160 O.C. 3 5 6 8 shank diarn.of 0.192"(20d common nail),90ksi(620 Mpa)for shank diameters larger than 0.142"but not larger DRAWN BY: EXTERIOR WALLS THAT ARE WITHIN THIS AREA than 0.177" and 100 ksi(689Mpa)for shank diameters of 0.142"or less. NEW C� CMA 7:12 �T)E�& 161,O.C. 3 4 5 6 b.Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. CHECKED BY: OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD SHALL COMPLY c.Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. C,9 WITH TABLE R7023.5 THE WALL SEPARATION SHALL NOT APPLY TO GARAGE WALLS THAT ARE 9:12 160 O.C. 3 4 5 PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA d.Four-foot-by-8-foot or 4-foot-by-9-foot panelssball be applied vertically. JJD 12:12 16m 0,C, 3 3 4 4 e. Spacing of fasteners not included in this table shall be based on Table R602.3(l). SCALE: 0 V f.For regions having basic wind speed of 110 mph or greater, 8d deformed nails shall be used for attaching -0 DECK LEDGER TO BAND JOIST CONNECTION IRC TABLE 8507.2 WIND DESIGN SUBJECT TO DAMAGE FROM plywood and wood structural panel roof sheathing to framing within minimum 48-inch distance from gable end 1/40' 1 GROUND SPECIAL WIND SIESMIC WINTER ICE SHIELD FLOOD AIR MEAN THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE walls,if mean roof height is more than 25 feet,up to 35 feet maximum. 72 SHEET NUMBER: SNOW SPEED TOPOGRAPHIC BORNE DESIGN FROST FREEZING ANNUAL BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS JOIST SPAN LOAD (MPH) WIND WEATHERING LINE TERMITE DESIGN UNDERLAYMENT HAZARD INDEX TEMP LOCATED HIGHER IN THE ATTIC THE HE g.For regions having basic wind speed of 100 mph or less,nails for attaching wood structural panel roof sheathing EFFECTS DEBRIS CATAGORY TEMP REQUIRED EL JOINT Z� CONNECTION REGION ZONE DEPTH CONNECTION SHALL BE INCREASED AS FOLLOWS: to gable end wall framing shall be spaced 6 inches on center.When basic wind speed is greater than 100 mph, DETAIL TO V10TO10' IW1*TO17 AST 1410TO1V 6110TO181 I I I I I 1� F6Y I nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum G-5 YES 2 HEEL 20 LBS 130 NO NO NO SEVERE MODERATE, 1.5 NO 1500 or less 52. Hc/ Hr JOINT AJDUSTMENT FACTOR 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. 1/2"DIA. LAG SCREW W 230 18� 150 13" 11110 1(r TO HEAVY &1/2"MAX.SHEATHING h.Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253.Fiberboard M,WITHIN I MILE OF THE COASTAL HIGH WATERLINE WHERE THE UUMATE DESIGN WIND SPEED IS 130 MPH OR GREATER 1 /3 1.5 sheathing shall conform to ASTM C 208. DOB NUMBER: OF 1/2"DIA.THRU BOLT 360 W 340 29* 24m 210 19" 1 /4 1.33 i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at &1/2"MAX.SHEATHING I I I I I I 1 1 /5 1.25 all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported JAMES J DEERKOSKI, PE by framing members and at all roof plane perimeters.Blocking of roof or floor sheathing panel edges OC D E E R K O S K I + ARM DESIGN AND ENGINEERING O P C LEDGERS SHALL BE FLASHED 1 /6 1.20 perpendicular to the framing members shall not be required except at intersection of adjacent roof planes. LAG SCREWS SHALL BE STAGGERED PER IRG R507.2,1(1) Floor and roof perimeter shall be supported by framing members or solid blocking. a C E kI aN r-Nia.IfNEEIRIN13 DFIQ R G 1— K 1%L L DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 506 MAIN STREET WESTHAMPTON BEACH NY 11973 SSTB28 MINIMUM SSTB ANCHOR REQUIREME 631-767-6071 CARMB888@AOL.COM WOOD STRONG- SLAB GRADE- GARAGE CURB AT HEADER, FIELD NAIL THRU SHE HING FULL LENGTH GARAGE HEA MBED LINE WALL MODEL (CORNER AND STEP-DOWN END) AND METAL STRIP WITH lOd COMMON USE 3/8 PLYWOOD/OSB SHIM UNDER (DESIGN BY OTHERS) 3/8 SHIM AT 3 1/8' GLB OWNERSHIP & USE OF DOCUMENTS: SW22 SSTB28 NUT AND PRE—INSTALLED NAILS OR 16d SINKERS AT LOCATIO S NOTE, STRAP WHEN HEADER IS 3-1/8 GLB �. HDQ8 HOLDOWN MARKED BY PAINTED DOTS LOAD PATH DESIGN AND 4' 4' MINIMUM SIZE SHALL BEI SEE DET. 4 4 x 12 DFL These drawings and specifications including the SW18 PLATE WAS DETAILS ABOVE HEADER T 3 1/8 X 12 GLB ideas, design and arrangements represented } T❑ ❑F PANEL BE PROVIDED BY OTHER ALTERNATE HEADERS ALLOWED, therein, are the property of Deerkoski + Arm a '..°..... .. SW24 Design & Engineering, DPC. "'.. SSTB29 o SEE ICC REP❑RT. 10 4P No part thereof shall be copied, disclosed to • SW32 m ga. STRAP—SEE g g g, SW48Q others or used in connection with any work or " •.: 7 � Z ° 0 0 project other than for which they have been NOTES, ALL THREAD R prepared without written consent. 1. ADDITIONAL APPLICATIONS MAY USE ¢ ~ ° ° — .•. : � z o ° 0 0 0 ° SHEATHING T❑ HEAD THE SSTB WHERE THE DEMAND UPLIFT COUPLER NUT A ° 0 0 0 0 0 ° FORCE IS LESS THAN THE ALLOWABLE BEARING PLATE W/ —i 0 SEE DET SWP SSTB LOAD SHOWN IN ICC—ES ESR-2611, WITNESS HOLE SDS 1/4 x 2 1/2' _17 °° 0 0 0 °° FIELD NAIL 109o. STRAP 2. SW18X8, SW24X8, SW32X9, VISIBLE FOR SCREWS PROVIDED ° ° TO POST & HEADER WITH WALL. ° ° HEADER—"""" EADER WITH (10) lOd COMMON TOP PLATES OF STRONG—WALL SW48X8/9/10 UNDER SEISMIC LADING MAY INSPECTION NAILS OR (10) 16d SINKER � FOUNDATION 0 ° ADER (BY OTHERS) (DESIGN BY OTHERS) USE SSTB28 WITH N❑ LOAD REDUCTIONS. 5/8" DIAMETE STRONG—WALL POST. 1/2" SHIM IS PROVIDED I H NAILS AT TOP AND BOTTOM MAXIMUM UPLIFT FOR ALL OTHER MODELS ANCHOR BOLT A.- "° STUD SHOE NOT ° ° WALL, BUT IS NOT REQUIR OF EACH STRAP, SLAB NOT SHALL BE LIMITED TO 10,085 LBS. (WIND SHOWN FOR CLARITY. ° ° ° ° SDS1/4'x6' SCRE SHOWN AND SDC A&B), AND 8,475 LBS. (SDC C—F). C: < I �: . 3. F❑UNDATI❑N DIMENSIONS ARE FOR • PANEL SHEATHING N❑TEI FORCLARITY 4 ANCHORAGE ONLY. FOUNDATION DESIGN : " : POSITION HEADER FLU3H ' • ` e! (SIZE AND REINFORCEMENT) BY OTHERS. n° Q ° AGAINST STRONG—WAL SDS 1/4' X 6' SCREWS - THE REGISTERED DESIGN PROFESSI❑NAL o. • : ' ° °0 o° PERIMETER METAL SHEATHING. ',Q d G e ° ° U—CHANNEL ° MAY SPECIFY ALTERNATE EMBEDMENT, JA ° F❑❑TING SIZE OR ANCHOR BOLT. e" ° e ' ° ' ° 4. SEE ICC—ES ESR-2611 FOR ADDITI❑NAL ° ° ' ° ' ° ° SSTB INFORMATION. a 4' SSTB ANCHORAGE 1 PORTAL WALL SILL 2 TOP OF WALL CONNECTION 3 TOP OF WALL CONNECTION 4 4" PORTAL WALL SECTION 5 BEAM SPLICE DRAG TIE ACROSS BEAM SPLICE (DESIGN BY OTHERS) MIN, HEADER SEE FULL LENGTH GARAGE HEA SINGLE PORTAL SYSTEM 5 6 (DESIGN BY OTHERS) MINIMUM SIZE SHALL BEI DOUBLE PORTAL SYSTEM DETAI OR 1' MAXIMUM DIAMETER HOLE SWP SWP IN FRAMING MEMBERS. ONLY 6 x 12 DFL �. ONE HOLE PER MEMBER, SHEATHING 5 1/8 X 12 GLB ALTERNATE HEADERS ALLOWED. 4 SEE ICC REPORT. 10 ga. STRAP—SEEj I I1 ~ A CS P ' LSTA24 STRAP CM �I 1 j I LSTA24 STRAP (M I AT BEAM TO P❑ST /1 MIN, HEADER SEE \ \1 /All/ AT BEAM TO POST cws ° WORK NOTES: SHEATHING TO HEAD �/ 8' MIN. 16' 4" I DETAI 5 6 ' �� v / I I • 3 \ SWP SWP /� 8' MIN, 16' 4' TYP LOCATION OF H❑L SEE DET SWP \ j I� m HEADER SUPPORT POST (MAX) DIA. HOLE THROUGH CENTERLINE (3)—LTP4 AT SUPP I x �� ' (DESIGN BY OTHERS) 7/8 (MAX) DIA. m ONLY ONE HOLE IN OF POST, ONLY 1 HOLE PER TOP PLATES OF STRONG—WALLPOST TO STRONG—WA L 16' 4' M I /�I I m \\II i SHEATHING POST IN CROSS HATCHED AREA POST e m m 0 m (TYPICAL EACH POST) I\ �� //1 V.I\ . (1) — 1' (MAX) SDS1/4'x6' SCRE III HEADER SUPPORT P❑ \ \ �I ���' _� STHD10 HOLE THROUGH CENTERLI (lJ (DESIGN BY OTHERS) I " I // I\ �� H❑LDOWN (MIN.) OF BLOCKING i r� COLUMN BASE (DESIGN BY ❑THE ,tit I COLUMN BASE a:a ::*• (DESIGN BY OTHERS) 5 74 4 • b a. .. 5.75" PORTAL WALL SECTION 6 SINGLE & DOUBLE PORTAL ASSEMBLY 7 SINGLE PORTAL ASSEMBLY 8 16" & 22" PORTAL WALL OPENINGS 9 5/8' DI SSTB28 OR NOTE, MUDSILL A. SWAB7/8 ALL NECESSARY HARDWARE', -` FOR PANEL INSTALLATI❑N IS 1. STRONG—WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY PAB7 SSTB28 ❑ ® REFER TO THE CURRENT SIMPS N PRE—ATTACHED OR PROVIDED. � 'SIMPSON STRONG—TIE COMPANY INC.', PAB7 SWAB7/8 SLAB OR CURB AND C—SW CATALOG FOR TEMPLATE EXCEPT FOR TEMPLATE AND HOME OFFICE, 5956 W. LAS P❑SITAS BOULEVARD, PLEASANTON, CA. 94588 SIMPS❑N SURROUNDING FOUNDATION — SELECTION CHART. ANCHOR BOLTS, TELT (800) 999-5099, FAX, (925) 875-0826 A A STRONG—WALL NOT SHOWN FOR CLARITY TOP ❑F 'SIMPS❑N STR❑NG—TIE COMPANY INC.' IS AN ISO 9001 REGISTERED .•.• CONCRETE COMPANY. ° ;:��; > ": '-.;•: .' ':: 2. INSTALLATION ❑F PRODUCT SHALL BE DONE IN STRICT CONFORMANCE • ' • ' '" HOLDOWN ANCHOR . m TO THESE DRAWINGS AND THE STRONG' WALL INSTALLATION GUIDE. MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED e :. .. . PROJECT: ... :,' , •' p'•' ' ': . SYSTEMS OR CHANGES IN THE INSTALLATI❑N METHODS SHOWN ON • *' ;i `,` THESE DRAWINGS AND THE INSTALLATION GUIDE SHOULD ONLY BE •a , r' •, �" ' .. :`• + ','','; .; MADE BY A QUALIFIED ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER. i x !•;: FULL LENGTH GARAGE HEA THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED t • MUDSILL ANCHORAGE. PER DETAILS 5 & 6 INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE NOT SHOWN FOR CLARITY SWT EXTERIOR TEMPLATE REQUIRED MOISTURE DESIGNER. REFER TO ICC—ES ESR-1267 FOR FURTHER INFORMATION. (FOR 2x FORM BOARDS) CONTENT IS 19% OR LESS PROPOSED RESIDENCE AT TIME OF INSTALLATION 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, '°W TV. = ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR FOR K� wV L3 THE STRONG—WAQL SYSTEM, IF ANY DISCREPANCIES ARE FOUND, THEY W SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, J N S DEVELOPMENT Ifiv = PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR LO T❑ CONSTRUCTION, �`� "� "� S = WALL LENGTH MINUS 7 %4 5/8' DI GARAGE HEADER ROUGH OPENING HEIGHT z W SEE TABLE BELOW FOR MUDSILL A, z DIMENSIONS SSTB28 OR MODEL H CURB W/O SHIM)K WITH SHIM) w 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG—WALL 1340 SHIPS DRIVE SSTB28 O SWAB7/8 SW16x7x4 °- IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE SOUTHOLD NEW YORK FOUNDATION PLAN VIEW SWAB7/8 SW16x7x6 6" 7'-0' 7'-0 1/2" _ = PROJECT DRAWINGS. H = 13 32� MAXIMUM WITH PAB7-30 ANCHOR BOLT WHEN de = lOw 1000-79-03-22 H = 19 32 MAXIMUM WITH PAB7-36 ANCHOR BOLT WHEN de = 10 °0 SW22x7x4 7, 7'_1' 7'-1 1/2' =0 5. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL FOUNDATION DIMENSIONS FOR STRONG—WALL �,� SW22x7x6 ANCHORAGE � BUILDING OFFICIAL. SLAB ON GRADE FOUNDATION CURB OR STEMWALL FOUNDATION ASD ° e SW16x8x4 CONDITION ALLOWADL W de ° SW16x8x6 6 8/_0x 8 0 1/2 wr1 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE DRAWING TITLE: E UPLIFT (In) (In) SW22x8x4 ¢ LATEST ADOPTED VERSION OF THE BUILDING CODE AND ANY OTHER Obs) 7' 8'-1' 8'-1 1/2' = LOCAL, STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY, VERIFY DESIGN 11,900 27 911 SW22x8x6 REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. CRACKED '~ CONCRETE )K 1/2' SHIM PROVIDED WITH WALL GENERAL NOTES 7 L 13,100 29 10 a 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM 7/8' DIAMETER SEISMIC 12,500 24 s SWT, INTERIOR TEMPLATE < OF THE STRUCTURE, DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING ANCHOR ROD F NCRACKED SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL 13,100 25 9 (FOR 2x4 ABOVE CONCRETE) SEE 9—SWP FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SHEET SWO FOR DESIGNER. SET: ISSUED FOR: DATE: Le(in 6,200 16 6 ALLOWABLE ti - MODEL # L(in) ) OPENINGS 8. SIMPSON STRONG—TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE CRACKED 10,000 22 8 5/8' DI •• �. - SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR - PAB7-18 18 11 32 12,900 26 9 MUDSILL A, SSTB28 OR = 4.. SUCH CHANGES. SSTB28 ❑ SWAB7/8 ,... . , "• •u PAB7-24 24 17 32 13,100 27 9 CONCRETE DESIG •=: "}1'. ' 9. ALL HARDWARE CALLED OUT IS SIMPSON STRING—TIE. - WIND SWAB7/8 PAB7-30 30 23 6,400 14 6 BY OTHERS p; °a..: - 1� 9,300 18 6 c •�.. •.,. • ... .4• . SEAL: DATE: $ ° April 12, 2018 UNCRACKED = PAB7-36 36 29 12,500 22 8 e NUT 13,100 23 8 --- — GARAGE PORTAL WALL TABLE NOTES, MODEL W NUMBER OF NUMBER OF HOLDOWN ASSEMBLED ED PROJECT NO: PLATE WASHER 1. ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D AND ASSUME SWTPF TEMPLATE SET UP (IN) H (IN) T (IN) FASTENERS IN MUDSILL ANCHOR WEIGHT 2018-14 o MINIMUM f'c=2,500 PSI CONCRETE, ASTM A307 OR ASTM F1554, GRADE 36 BOTTOM OF WAL ANCHORS BOLTS " ANCHOR RODS AND NO SUPPLEMENTARY REINFORCEMENT. HIGH STRENGTH (FOR PLYWOOD PANEL FORMS) (lbs) DRAWN BY: ANCHORAGE DESIGN BY OTHERS WHEN REQUIRED. TOP OF W16x7x 16 78 4 —SDS 1/4x6 2-5/8'0 2-7/8"0 90 OF NEW L. CMA NUT 2. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED CONCRETE W16x7x 16 78 5 3/4 —SDS 1/4x6 2-5/8'0 2-7/8'(d 112 Q"�� DEEt�k 0 CHECKED BY: 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. W16x8x4 16 90 4 —SDS 1/4x6 2-5/8'0 2-7/8"0 95 �� os SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTION D.3,3.4, W16x8x 16 90 5 3/4 —SDS 1/4x6 3-5/8"�b 2-7/8"D 120 �#• �"1� cL JJD PAB7 ANCHOR BOLT 3. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B. " :. w SCALE: 4. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION W22x7x 22 78 4 0—SDS 1/4x6 2-5/8 2-7/8 95 n W DESIGN (SIZE AND REINFORCEMENT) BY OTHERS, THE REGISTERED DESIGN SEE SHEET SW2 FOR STA K D W22x7x 22 78 5 3/410—SDS 1/4x6 2-5/8'0 2-7/8'0 117 m2 1/4" = 1'-0" NOTES, PROFESSI❑NAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR STRONG—W'ALL ANCHOR BOLT W22x8x 22 90 4 0—SDS 1/4x6 2-5/8'0 2-7/8'0 105 s1�to ?5�2 � SHEET NUMBER: 1. SEE 11—SWP FOR DIMENSI❑NS AND ADDITIONAL ANCHOR BOLT, REQUIREMENTS. W22x8x 22 90 5 3/410—SDS 1/4x6 2-5/8'0 2-7/8'0 130 '°�,DS6�p�P NOTES, 5. FOR ANCHORAGE SOLUTIONS USING SSTB, SEE ICC—ES ESR-2611. G-6 ANCHORAGE - TYPICAL SECTIONS 10 ANCHORAGE SCHEDULE 11 STRONG-WALL® TEMPLATES 12 PORTAL WALL SPECIFICATIONS 13 NOTES 14 DOB NUMBER: OF JAMES J DEERKOSKI PE OC DEERKOSKI + ARM DESIGN AND ENGINEERING DPC O DEERKOSKI + ARM 0 Mif L® F�&14 L DESIGN AND ENGINEERING DPC 506 MAIN STREET WESTHAMPTON BEACH NY 1 1978 SEE ET SW2 FOR STA( ED SEE SHEET SW2 FOR STA( ED 631-767-6071 CARMBBBB a@AOL.COM »a STRONG-WALL REQUIREMEN S• ISTRONG-WALL REQUIREMEN S. PAB7 PAB7 FACE OF STR❑N /2OWNERSHIP & USE OF DOCUMENTS: SIMPSON SLAB OR CURB AND WALL PANEL CTI SURROUNDING FOUNDATION PRE-INSTALLED These drawings and specifications including the Ib ti STRONG-WALL NOT SHOWN FOR CLARITY HDQ8 H❑LD❑WN ideas, design and arrangements represented therein, are the property of Deerkoski + Arm •a .°'' PRE-INSTALLED NUT AN r PRE-INSTALLED SDS1/4"x6' Design & Engineering, DPC. "•• ' ir : ' .` :'" + HDQ8 HOLD❑WN PLATE WASHE No part thereof shall be copied, disclosed to _ '� _ •. ..•;.-.::. • HOEDOWN ANCHOR a '.. . ,. ;'.. ... y ::,<•; .• SCREWS • others or used in connection with any work or project other than for which they have been NUT AN ALL THREAD R herwithout written consent. p :.•. •. PLATE WASHER • C❑UPLER NUT WITNESS HOLES FLOOR JOIST prepared • :r..' COUPLER NUT / VISIBLE FOR INSP, (DESIGN BY OTHERS) ° �' ' `° ' •' ALL THREAD R FLOOR SHEATHING 11/4'-1 1/2' RIM ST + MUDSILL ANCHORAGE, TrM °' NOT SHOWN FOR CLARITY WITNESS HOLES • . . • e..: Jun ... ''• d• VISIBLE FOR INSP, &IBL❑CK N . . SIMPSON LTP 111119�111 W= 111111 1 >osv BEARING PLATE W/ CUTOUT SUBFL❑❑ PER DET A SW1 FRAMING ANCH❑ K„ s IV SDS1/4x2 1,/2' (DESIGN BY OTHER T❑ ACCEPT , • SCREWS (2) 3.5x6.5x3/8 MI ALL THREAD ROD BLOCKING, SAME SIZE & MATERIAL BEARING PLATES MI ° K� �� ry K� .. .: r' ' COUPLER NUT I I • " 5/8 DIAMETER AS RIM J❑IST, STITCH NAILED TO S = WALL LENGTH MINUS 73/4 •'•" RIM JOIST W/ 3 ROWS ❑F SEE TABLE BELOW FOR `•' '�"•+ (3) 2x4 SQU SILL PLATE AND ANCHOR STRONG-WALL P❑ •,•. _ ANCHOR BOLT , . . DIMENSIONS BLOCKS (MIN,) ❑R `. • ° • (STUD SHOE NI SH❑Wl�}'.; •� ••" WITNESS HOLES (DESIGN BY OTHERS) a .:• lOd x 2 1/2 LONG AT 3 D.C. SOLID BLOCKING VISIBLE FOR INSP, HORIZONTAL FOUNDATION PLAN VIEW FOR CLARITY) •• '°• 4 1/2" LENGTH MIN, ' • H = 13 32' MAXIMUM WITH PAB7-30 ANCHOR BOLT WHEN de = 10' BLOCK STOPS HERE H = 19 1fz" MAXIMUM WITH PAB7-36 ANCHOR BOLT WHEN de = 10' CONCRETE STEM WALL FOUNDATION DIMENSIONS FOR STRONG—WALL (DESIGN BY OTHERS) ANCHORAGE SLAB ON GRADE FOUNDATION CURB OR STEMWALL FOUNDATION ASD CONDITION ALLOWABL W de E UPLIFT (In) (In) STANDARD WALL SILL 3 RAISED FLOOR WALL SILL 4 RAISED FLOOR WALL SECTION 5 (Lbs) 11,900 27 9 CRACKED 7 L 13,100 29 10 7/8' DIAMETER SEISMIC 12,500 24 8 ANCHOR ROD UNCRACKED 13,100 25 9 ROOF FRAMING CRIPPLE SHEAR WALL, - 6,200 16 6 (BY OTHERS) 4x SHIM BLOCK BLOCKING AND STRAP PAB7 = Le(In BY OTHERS n - MODEL # L(in) ) 10,000 22 8 _ A35 FRAMING ANCHOR. CRACKED (DESIGN BY DITHERS) LTP4 SPACING A - PAB7-18 18 it Y2 12,900 26 9 -- DBL, TOP PLAITES BY OTHERS 13,100 27 9 ATTACH SDS SCREWS WORK NOTES: ;• °:•• ; _ PAB7-24 24 17 WIND °° ° ° 5ATTACH SDS SCREWS PAB7-30 30 6.400 14 6 7/8' SH 7 TO SHIM BLOCK TO BLOCKING •'a' ?•� J 9,300 18 6 SEE DE FOR ° UNCRACKED SW1 = 29 12,500 22 8 ADJACENT FRAMING _ PAB7-36 36 �2 OTHER SHIM CONDITIONS ADJACENT owl13,100 23 8 FRAMING BY OTHERS BY OTHERS �= NOTES: STRONG-WALL TOP PLATE 0 1. ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D AND ASSUME RAKE WALL 4x SHIM BLOCK x� K� PLATE WASHER 0 MINIMUM f'c=2,500 PSI CONCRETE, ASTM A307 OR ASTM F1554, GRADE 36 CRIPPLE WALL " ANCHOR RODS AND NO SUPPLEMENTARY REINFORCEMENT. HIGH STRENGTH SDS1/4'x6' SCREWS ANCHORAGE DESIGN BY OTHERS WHEN REQUIRED. NUT 2. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. ENGINEER OF RECORD SHALL DESIGN FOR: ENGINEER OF RECORD SHALL DESIGN FOR: SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTI❑N D.3.3.4, 1. SHEAR TRANSFER 1. SHEAR TRANSFER INTERIOR FOUNDATION PAB7 ANCHOR BOLT 3, WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B. 2. OUT OF PLANE LOADING EFFECT 2. OUT R PLANE LOADING EFFECT ( FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY, FOUNDATION DESIGN 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT. 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT. (SIZE AND REINFORCEMENT) BY OTHERS, THE REGISTERED DESIGN NOTES: PROFESSI❑NAL MAY SPECIFY ALTERNATE EMBEDMENT, F❑❑TING SIZE OR 1. SEE 2-SWI FOR DIMENSIONS AND ADDITIONAL NOTES. ANCHOR BOLT, 5, FOR ANCHORAGE SOLUTIONS USING SSTB, SEE ICC-ES ESR-2611. -- ANCHORAGE - TYPICAL SECTIONS 1 ANCHORAGE SCHEDULE 2 TOP PLATE CONNECTION 6 SHIM BLOCK ON STD. & RF WALLS 7 CRIPPLE WALL ON STD & RF WALLS 8 MINIMUM SSTB ANCHOR REQUIREMENT�3• 4DISEE SHEET SW2 FOR STA( ED WOOD STRONG- SLAB ON GRADE- SLAB EDGE SSTB28 SSTB28 OR NOTE: STRONG-WALL REQUIREMEN S. WALL MODEL (CORNER AND MIDWALL) ° SWAB7/8 ALL NECESSARY HARDWAREMBED LINE SSTB2F❑R PANEL INSTALLATION, S 1. STRONG-WALE SHEARWALL IS MANUFACTURED AND TRADEMARKED BY SW16 ® REFER T❑ THE CURIRENT SIMPS N —} PRE-ATTACHED ❑R PROVI 'SIMPS❑N STR❑NG-TIE COMPANY INC.', SWAB —} EXCEPT F❑R TEMPLATE ASSTB28 SW22 CORNER MIDWALL ENDWALL C-SW CATALOG FOR TEI PLATE H❑ME OFFICE: 5956 W. LAS P❑SITAS BOULEVARD, PLEASANT❑N, CA 94588 SW18 SELECTION CHART. ANCHOR BOLTS, TEL: (800) 999-5099, FAX: (925) 875-0826 EMBED LINE SW24 SSTB28 •a ' 'SIMPSON STR❑NG-TIE COMPANY INC." IS AN IS❑ 9001 REGISTERED T❑P ❑FSW32 CONCREs s : • COMPANY. ° SW48 a #4 REB AR 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE c T� 3'-5" FROVI T❑ THESE DRAWINGS AND THE STRONG- . INSTALLATI❑N GUIDE. N❑TES: ° TOP WHEN ail • LTABLE APPLIES TO SINGLE STORY WOOD ° ° REQUIRED SEE SHEET SEE SHEET, MODIFICATI❑NS TO THIS PRODUCT AND ASSOCIATED PROJECT: SWO FOR SYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON STR❑INA-WALL APPLICATIONS (STANDARD �" a . ALL FOR THESE DRAWINGS AND THE INSTALLATION GUIDE SHOULD ONLY BE I AND RAISED FLOOR) ❑N CONCRETE FOUNDATION a•• • �" ALLOWABLE ALLOWABLE F❑UN:DATIONS, TWD-STDRY STACKED (DESIGN BY ❑THEWS ° OPENINGS OPENINGS MADE BY A QUALIFIED ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER, THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED '. • • � � APPLICATIONS MAY REQUIRE HIGH-STRENGTH INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY ❑F THE ANCHORS (DESIGNED BY OTHERS). NOTES: SWT EXTERIOR TEMPLATE DESIGNER. REFER TO ICC-ES ESR-1267 FOR FURTHER INFORMATI❑N. 2. ADDITIONAL APPLICATI❑NS MAY USE THE 1•SSTB MAY BE USED WHERE THE DEMAND da ° . SSTB WHERE THE DEMAND UPLIFT FORCE IS UPLIFT FORCE IS LESS THAN THE (FOR 2x FORM BOARDS) PROPOSED RESIDENCE SEE SHEET SW2 FOR STA( ED 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, LESS THAN THE ALLOWABLE SSTB LOAD ALLOWABLE SSTB LOAD SHOWN IN ICC-ES SHOWN IN ICC-ES ESR-2611. STRONG-WALL REQUIREMEN S. ESR-2611. ELEVATIONS, ETC, PRIOR TO INSTALLATION OF ANY COMPONENTS FOR FOR THE STRONG-WAIL SYSTEM, IF ANY DISCREPANCIES ARE FOUND, THEY J N S DEVELOPMENT ,m , 3. FOUNDATION DIMENSI❑NS ARE FOR 2. FOUNDATI❑N DIMENSIONS ARE FOR SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, ANCHORAGE ONLY, FOUNDATION DESIGN ANCHORAGE ONLY. FOUNDATION DESIGNF f PROJECT ENGINEER ❑R BUILDING DESIGNER FOR CLARIFICATION PRIOR '� (SIZE AND REINF❑RCEMENT) BY OTHERS. (SIZE AND REINF❑RCEMENT) BY OTHERS, 5/8" DI TO CONSTRUCTION, THE (REGISTERED DESIGN PR❑FESSINAL MAY THE REGISTERED DESIGN PR❑FESSINAL MAY MUDSILL A, STANDARD STRONG-WALL RAISED FLOOR STRONG-WALL FOUNDATION SPECIFY ALTERNATE EMBEDMENT, F❑❑TING SPECIFY ALTERNATE EMBEDMENT, F❑❑TING SSTB28 OR 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG-WALL 1340 SHIP'S DRIVE (DESIGN BY OTHERS) SIZE OR ANCHOR BOLT. SIZE OR ANCHOR BOLT, SSTB28 O SWAB7/8 STANDARD STRONG-WALL MODELS IN RELATI❑N TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE SOUTHOLD, NEW YORK 4. SEE ICC-ES ESR-2611 FOR ADDITI❑NAL 3. SEE ICC-ES ESR-2611 FOR ADDITIONAL SWAB7/8 PROJECT DRAWINGS. MODEL W NUMBER OF HOLDOWN AS WALLED 1000-79-03-22 SSTB ANCHORAGE (SLAB ON GRADE) g SSTB ANCHORAGE (GONG. STEM WALL) '� O SET UP (IN) H (IN) T CIN) MUDSILL ANCHOR WEIGHT 5 BUILDING OFFICIAL.UCT IS SUBJECT TO THE APPROVAL ❑F THE LOCAL ANCHORS BOLTS (lbs) e SW18x8 18 93 1/4 3 1/2 2-5/8"0 2-7/8'0 65 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE DRAWING TITLE: LATEST ADOPTED VERSION OF THE BUILDING CODE AND ANY OTHER SW24x8 24 93 1/4 3 1/2 2-5/8'0 2-7/8'0 91 LOCAL, STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN cu TOP OF SW32x8 32 93 1/4 3 1/2 2-5/8"0 2-7/8'0 116 REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. CONCRETE SW48x8 48 93 1/4 3 1/2 3-5/8"0 2-7/8'0 149 GENERAL NOTES SW18x9 18 105 1/4 3 1/2 2-5/8"0 2-7/8"0 94 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM SWT( INTERIOR TEMPLATE OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING 2ND FLOOR R SW24x9 24 105 1/4 3 1/2 2-5/8"0 2-7/8'0 101 SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL FOR 2x4 ABOVE CONCRETE SW32x9 32 105 1/4 3 1/2 2-5/8"0 2-7/8'0 128 FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE 6 6 STRONG-WALL ) SW48x9 48 105 1/4 3 1/2 3-5/8'0 2-7/8'0 165 DESIGNER. SET: ISSUED FOR: DATE: SWl SWI SW24x10 24 117 1/4 3 1/2 2-5/8'0 2-7/8'0 111 8. SIMPSON STR❑NG-TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE 5/8" DI SW32x10 32 117 1/4 3 1/2 2-5/8'0 2-7/8'0 134 SPECIFICATI❑NS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR MUDSILL A. SSTB28 OR SW48x10 48 117 1/4 3 1/2 3-5/8'0 2-7/8'0 171 SUCH CHANGES. SSTB28 O SWAB7/8 SW24x12x6 24 141 1/4 5 1/2 2-5/8'0 2-7/8'0 187 SWAB7/8 SW32x12x6 32 141 1/4 5 1/2 2-5/8'0 2-7/8'0 201 9. ALL HARDWARE CALLED OUT IS SIMPSON STRffNG-TIE. SW48xl2x6 48 141 1/4 5 1/2 3-5/8'0 2-7/8'0 256 RAISED FLOOR- STANDARD ° RAISED FLOOR STRONG-WALL MODELS SEAL: DATE: STRONG-WALL STRONG-WALL a NUMBER OF NUMBER OF H❑LDOWN AX. WALLApril 12, 2018 1ST FLOOR _ MODEL W H (IN) T (IN) FASTENERS IN FASTENERS IN ANCHOR WEIGHT 3 STRONG-WALL -- SET UP CIN) ❑TTOM OF WAL T❑P OF WALL BOLTS (lbs) SW SW18x8-RF 18 93 1/4 3 1/2 13-SDS 1/4x69-SDS 1/4x6 2-7/8'0 85 PROJECT NO: 4 SWTPF TEMPLATE SW24x8-R 24 93 1/4 3 1/2 ,16-SDS 1/4xfl -SDS 1/4x6 2-7/8'0 91 SWl ALL M FOR PLYWOOD PANEL FORMS SW32x8-R 32 93 1/4 3 1/2 20-SDS 1/4xfl -SDS 1/4x6 2-7/8'0 116 2018-14 ST ❑NG-WA L S EMB OF ( ) SW48x8-RF 48 93 1/4 3 1/2 28-SDS 1/4xB -SDS 1/4x6 2-7/8'0 149 DRAWN BY: M❑ E NUMBER ❑ AL � CRETE SW18x9-RF 18 105 1/4 3 1/2 13-SDS 1/4x6 -SDS 1/4x6 2-7/8"0 94 �Q, NEW r CMA ' : 1 e.•% '; :. IN) T (IN) MUDSILL HT W24x9-R 24 105 1/4 3 1/2 16-SDS 1/4x61 -SDS 1/4x6 2-7/8'0 101 P� DEEk O,p CHECKED BY: ` "• :, ° ° S) W32x9-RF 32 105 1/4 3 1/2 20-SDS 1/4xfl -SDS 1/4x6 2-7/8"0 128 <c�� " x ��m� A N ( JJD SLAB ❑N GRADE "' W48x9-RF 48 105 1/4 3 1/2 28-SDS 1/4x@ -SDS 1/4x6 2-7/8'0 165 * •L '�, r SCALE: �f. .. .• a a ,. — ., SW3 1/4 3 1/2 2— /8'0 X7/8•. ' 16 SEE SHEET SW2 FOR STA K W24x10-R 24 117 1/4 3 1/2 16-SDS 1/4x61 -SDS 1/4x6 2-7/8'0 111 w 1/4 1 -0 " y WOOD FLOOR SEE SHEET SW2 FOR STAG ED WOOD FLOOR STRONG-WALL A�JCH❑R BOLT W32x10-R 32 117 1/4 3 1/2 20-SDS 1/4xfl -SDS 1/4x6 2-7/8"0 134 SHEET NUMBER: STRONG-WALL REQUIREMEN S• REQUIREMENTS, W48x10-R 48 117 1/4 3 1/2 28-SDS 1/4x8 -SDS 1/4x6 2-7/8'0 171 2 � SINGLE STORY STRONG-WALE ® 725 0 ARsG-7 11 STACKED STRONG-WALL 12 STRONG-WALL TEMPLATES 13 WALL SPECIFICATIONS 14 NOTES 15 C DOB NUMBER: OF JAMES J DEERKOSKI PE O DEERKOSKI + ARM DESIGN AND ENGINEERING DPC ENERGY NOTES INSULATION —VENTILATION — AIR DRAFT SEALING — DUCT SEALING REQUIREMENTS 1. All construction shall comply with the 2015 International Energy Conservation ir-NIGINECRINIS DV Construction Code. The authority having jurisdiction shall be permitted to determine -.:<�::, X an energy efficiency program to exceed the energy efficiency required by this code. DEERKOSKI + ARM 2. A permanent certificate shall be completed by the builder and posted on a wall A DESIGN AND ENGINEERING D P C in the space where the fumaceislocated. Certifiicateshall comply with lRGN1101.14 506 MAIN STREET WESTHAMPTON BEACH NY 1197B 3. Attic or crawl space access shall be weatherstripped and insulated to a level equivalent 631-767-6071 CARMBBBB@AD L.COM to the insulation on the surrounding surfaces. OWNERSHIP & USE OF DOCUMENTS: 4. Installation-the components of the building thermal envelope shall be installed in accordance These drawings and specifications including the With the criteria listed in table 402.4.1.1 Where required by code official,an approved third party ideas, design and arrangements represented shall inspect all components and verify compliance. therein, are the property of Deerkoski + Arm Design & Engineering, DPC. INTERIOR CONDITIONED INTERIOR CONDITIONED INTERIOR CONDITIONED No part thereof shall be copied, disclosed to SPAGE--- SPAGE---- SPAGE- Testing-Building or dwelling unit shall be tested and verified having less than CAVITY INSUL ON ROOM ABOVE GARAGE CAVITY INSUL ON ROOM ABOVE GARAGE CAVITY INSUL ON ROOM ABOVE GARAGE MANUFACTURED THIN- ore al to 3 ACH30 In CZ 4A,3,6A, testi shall be conducted b an a roved third others or used h connection with any work or PROFILE ATTIC � � y pp ��' project other than for which they have been _ WOOD FLOOR TRUSS _ WOOD FLOOR TRUSS _ WOOD FLOOR TRUSS VENTILATION BAF VENTED AIRSPACE " prepared without written consent. ASSEMBLY ASSEMBLY ASSEMBLY ATTIC INSULATION 3• Duds-Supply and return ducts in attics shall be insulated to a minimum of R4 @ 3 or greater -= A A CAVITY INSULATION -- WWA A -CAVITY INSULATION -- A A CAVITY INSULATION (FULL WID in diamer,and R-6 @ ducts less than 3"in diameter. 1 1/2"RIGID INSULATIO 1"RIGID INSULATION 1"RIGID INSULATION 6a. Dud Sealing-Ducts,air handlers and filter boxes shall be sealed. N V 1 1/2"RIGID INSULATIO = 1"RIGID INSULATION - _ = 1"RIGID INSULATION 7. Dudtesting-Ducts shall be pressure tested to determine air leakage by an approved third party. CONTINUOUS BEAD ................ CONTINUOUS BEAD CONTINUOUS BEAD 2x2 SLEEPERS 16"OC 2x4 SLEEPERS 16"OC OF SEAL OF SEAL 1x3 SLEEPERS 16"OC OF SEAL $. Building cavities shall not be used as ducts or plenums. INTERIOR CONDITION D INTERIOR CONDITIO D 1"RIGID INSULATION INTERIOR CONDITIO D 1"RIGID INSULATION $ 8. Mechanical system piping insulation carryinguids>103 F degrees or<' F degrees shall SPACE 1 1/2"RIGID INSULATION SPACE-- SPACE CONTINUOUS BEAD INSULATED DEMIST GARAGE INSULATED DEMIS► GARAGE INSULATED DEMIST GARAGE OF SEALANT (UNCONDITIONED'SPACE) (UNCONDITIONED SPACE) (UNCONDITIONED SPACE) be Insulated with R Minimum. 1 1/2"RIGID INSULATION EXTERIOR INSULATED WALL 10. Mechanical ventilation-Shall meetthe requirements of the IRC/IMG. 11. Equipment sizing- Per AGGA manual S,based on loads calculated per AGCA Manual J as provided by a third party HERS Rater. 12. Lighting-A minimum of 7b°/D of pemranently installed fixwres must have high-efficacy lamps 13. All HVAC,Plumbing&Electrical systems shall meet the IRC chapter 11 Energy efficiency, International mechanical code, intemational energy conservation code. Itshall be the responsibility of the General contractor to submit in detail the design,calculations,drawings,written statements of the mechanical, stem(new,new,existi heating g y AIR BARRIER AT GARAGE BAND JOIST//1 1/2"RIGID INSULATION AIR BARRIER AT GARAGE BAND JOIST//1"RIGID INSULATION AIR BARRIER AT GARAGE BAND JOIST//1"RIGID INSULATION THIN-PROFILE ATTIC EAVE BAFFLE AND VENT air conditioning, ng or upgraded) WITH 2x4 SLEEPERS WITH 1x3 WOOD FURRING WITH 2x2 WOOD FURRING stamped by a professional engineer if required by the Owner or Building Dept. GreenBuildingAdvisor.com Scale: 5-01001 GreenBuildin Advisor.com 5-01002 GreenBuildingAdvisor.com 5-01003 Green Building,Advisor.com Sale: 5-01004 a BuAdingGreen LLC 2008 1 ' = 1'-0" ® 9 Scale: 1"= 1'-0" 9 Scale: 1 ' = 1'-0" 1 ' = 1'-0" Buildm Green LLC 2008 ®Buildin Green LLC 2008 ©BwldingGireen LLC 2008 14. Additions,alterations or renovation;shall comply with IEGG 2015 Unaltered portions of the existing building is not required to comply with this code. 15. Minimum one Programmable them'rostat shall be provided for each separate heating and cooling system in accordance with section N1103 Control Systems. WORK NOTES: INSULATED EXTERIOR 16. All exterior wall/floor/ceiling joists shall be air sealed and insulated in accordance e STUD WALL with Table R402.4.1.1. Apply a fresh bead of caulkto the and bottom late /-PROVIDE BLOCKING AT TILE SURROUND ISH y p STUD CAVITY AT SHOWER immediatiy pdorto installing interior gypsum wall board. AT EXTERIOR WALL (2)LAYERS RIGID CONTINUOUS BEAD OF INSULATION V/-SEALANT CEMENT BACKER BOARD INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALA 1"RIGID INSULATION MAINTAIN EQUAL VENT ROUGH CUT AROUND TILE SURROUND FINISH EXPANDING FOAM SEALANT FOR LENGTH OF RI VENTILATION CHUTE VENTILATION CHUTE CEMENT BACKER BOARD AT PERIMETER OF STUD CAVITY INSULA T -AIR SEAL PERIMETER ATTIC INSULATION INSULATED EXTERIOR VENTED AIRSPACE WITH EXPANDING STUD WALL SIDOEVOF INSIDEHPANEL FOR H INSTALL 1"RIGID ATTIC INSULATION FOAM SEALM IT THIN-PROFILE WALL EXPANDING PERIMETER INSULATION VERTICALLY T SHEATHING FOAM SEAL CONNECT INSULATING SHEATHING TO RIG[ INSULATION BAF FOAM SEAL B ' JOIN MANUFACTURED MANUFACTURED SHOWER t.r SHOWER CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT ILI OF SEALANT EXPANDING EXPANDING FeAJI 1 1/2"RIGID INSULATION 1 1/2"RIGID INSULATION EXTERIOR INSULATED WALL --WOOD FRAME ---WOOD FRAME EXTERIOR INSULATED WALL FLOOR ASSEn"„ Q� FLOOR ASSEM46Y- PROJECT: 1"EXTERIOR INSULATION SHEATHING AS ATTIC EAVE BAFFLE Ar D VENT 1"RIGID INSULATION AS ATTIC EAVE BAFFLE CUT AIR SEALING BEHIND SHOWER WITH THIN-PROFILE SHEATHING AIR SEALING BEHIND SHOWER WITH CAVITY RIGID INSULATION AROUND MANUFACTURED VENT 1'-0" Q Green BuildingAdvisor.com Scale: 5-01005 GreenBuildingAdvisor.com Scale: _ 5-01006 GreenBuildingAdvisor.com Scale: 5-01007 Green Build ingAdvisor.corn Scale: 5-01008 PROPOSED RESIDENCE 0 BudMi;Green LLC 2008 1 ' = 0BuAd—Green LLC 2008 1 — 1'-O" 0 BuddingGreen LLC 2008 1 ' = 1'-O" 0 BuildingGreen LLC 20D8 1 ' = 1'-�" FOR JNS DEVELOPMENT 1340 SHIP'S DRIVE SOUTHOLD, NEW YORK 1000-79-03-22 CEMENT BACKER BOARD CEMENT BACKER BOARD CONTINUOUS BEAD TUB SURROUND FINISH TUB SURROUND FINISH OF SEALANT TUB U TUB"U I It DRAWING TITLE: TUB SURROU TUB SURROU (BEYO (BEYO CONTINUOUS BEA OF (2) LAYERS RIGID PREFAB FIREPLAG� IT PREFAB FIREPLACE FJ IT SEALANT INSULATION GENERAL NOTES PROVIDE BLOCKING AT EXPANDING FOAM SEAL NT INSULATED EXTERIOR INSULATED EXTERIOR STUD CAVITY AT TUB AT PERIMETER OF STU CAVI FY STUD WALL STUD WALL AT EXTERIOR WALL INSTALL INTERIOR SH ATHING INSULATED EXTERIOR X PROVIDE 3/8"CHANNEL ACHI INSTALL INTERIOR SHI ATHING PRIOR TO INSTALLATI N OF STUD WALL SIDE OF INSIDE PANEL OR PRIOR TO INSTALLATI N OF PREFAB FIREPLACE U IT SET: ISSUED FOR: DATE: THIN-PROFILE WALL EXPANDING PERIMETE PREFAB FIREPLACE U fT SHEATHING FOAM SEAL INSTALL SOLID BLOCKING CONTINUOUS BEAD 0 CONTINUOUS BEAD 0 -EXPANDING FOAMS ALANT SEALANT SEALANT AROUND PERIMETER F BLOCKING-EAC BA EXPANDING F49Am EXPANDING F49AM A N11 --WOOD FRAME WOOD FRAME V IV, CONTINUOUS BEAD OF SEAL: DATE: � FLOOR E FL R A E""MP --WOOD FRAME SEALANT FLOOR ASSEMBLY A#r)l .21Z, 2IDtl CAVITY INSULATION --WOOD FRAME PROJECT N0: CONTINUOUS BE D F FLOOR ASSEn^,Qom= 2018-14b SEALANT ..• DRAWN BY: CAVITY INSULATI N ° . of NEW 1"RIGID INSUL P�� DEER YUP CHECKED BY: CMA SOFFIT CLOSURE •`• .t �`� 0 ' • hU .F .. '. • '. �k ��- �;f JJ D :; .. 'n.•.. «_ w SCALE: 011 ,� w AIR SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING//SEC TION AIR SEALING BEHIND TUB WITH CAVITY RIGID INSULATION AIR SEALING AT CANTILEVERED MANUFACTURED AIR SEALING AT PLATFORM FOR MANUFACTURED SHEET NUMBER: FIREPLACE ASSEMBLY FIREPLACE ASSEMBLY (�`� p722 !v 5-01010 Green Buildin Advisor.com 5-01011 Green Build in Advisor.com p P� GreenBuildingAdvisor.com Scale: „_ 5-01009 GreenBuildingAdvisor.com Scale: ��_ 9 Scare: 1 "= 1'-0" 9 Scale: 1 "= 1'-0" 5-01012 `��s��P�' 0B.0dmgG.-LLC 2008 1 — 1'-oi 0BuddingGreenLLC2008 1 _ 1'-�" BBudd,NGreenLLC2008 0Bui1dingGreenLLC2008 G-8 DOB NUMBER: OF JAMES J DEERKOSKI PE DUCTSEALING REQUIREMENTS O DEERKOSKI + ARM DESIGN AND ENGINEERING DPC INSULATION -VENTILATION - AIR DRAFT SEALING - DUCT SEALING REQUIREMENTS .. .. A �� ra �P�Glt�EERtNG DEERKEISKI + ARM DESIGN AND ENGINEERING DPC 506 MAIN STREET WESTHAMPTON BEACH NY 1 1978 631-767-6071 CARMB88Ba@AOL.COM OWNERSHIP & USE OF DOCUMENTS: PROVIDE RIGID These drawings and specifications inc luding the INSULATION BAFFLE ideas, design and arrangements represented AROUND VENTILATION therein, are the property of Deerkoski + Arm CHUTE-FOAM SEAL Design & Engineering, DPC. PERIMETER OF CAVITY INSULATION P copied,No art thereof shall be co led disclosed to others or used in connection with any work or WOOD FRAME FLOOR project other than for which they have been I IDN CONTINUOUS BEAD OF SEALANT prepared without written consent. PROVIDE STUD CAVITY CLOSURE PROVIDE RIGID CAVITY INSULATION ASSEMBLY ON THE BACK SIDE OF EACH INSULATION BAFFLE CONTINUOUS BEAD OF STUD CAVITY AROUNUNINSULATED KNEE WALL SEALANT ELECTRICAL WIRE CHUTE-FOAM SEAL VENTILATION -RIGID INSULATION HVAC DUCT CHUTE- PERIMETER OF E CLOSURE AT INTERIOR PLUMBIN RIGID INSUL O OF RAFTER CAVITY WOOD FRAME SOFFIT TOP PLATE CONTINUOUS BEAD OF SEALANT EXPANDING FOAM SEALANT ASSEMBLY TOP PLATE-- EXPANDING FOAM SEALANT RIGID INSULATION/ PROVIDE INTERIOR SHEATHING AT PROVIDE SOLID BLOCKING AT RIGID DR INTERFACE AT EXTERIOR WALL PRIOR EXPANDING F AM BENEATH KNEE WALL TO SOFFIT ASSEMBLY SEAL WALL STUD CAVITY INSULATION WALL S BAND JOIST INSULATION CONTINUOUS BEAD OF SEALANT CONCEPTUAL INSULATION AT CAPE-STYLE ROOF H CONCEPTUAL INSULATION AT CAPE-STYLE ROOF// AIR SEAL AT DUCT SOFFIT AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION CEILING AND KNEE WALL CAVITY INSULATION ROOF CAVITY INSULATION WITH RIGID INSULATION CLOSURE Green Build in Advisor.com 5-01013 5-01014 GreenBuildin Advisor.com g Scale: Green BuildingAdvisor.com Scale: 9 Scale: 5-01022 GreenBuildinlgAdvisor.com 5-01023 GreenBuildingAdvisor.corn 5-01024 0 BuiWingGreen LLC 2008 08undmgGreen LLC 2008 Scale: ©BuibingGreen LLC 2008 Q Build�nagGreen LLC 2008 m Builtlmg Green LLC 2008 Scale: WORK NOTES: NI WOOD FRAME FLOOR INTERIOR CHASE WALLSWOOD FRAME FLOOR ASSEMBLY / ASSEMBLY CONTINUOUS BEAD OF U PIPE PENETRATION + —CONTINUOUS BEAD OF SEALANTFLOOR GRILLE CONTINUOUS BEA T EXPANDING FOAM AT j�, SEALANT FLOOR DUCT BOOT PERIMETER OF PIPE CONTINUOUS BEAD OF SEALANT PROVIDE INTERIOR SHEAT THIN-PROFILE SHEATHING PROVIDE INTERIOR SHEA HIN SUBFL R WOOD FRAME SOFFIT EXTERIOR WALL AND CEILI G P CLOSURE AT EXTERIOR WALL AT EXTERIOR WALL PRIG - - - - "- ASSEMBLY TO SOFFIT ASSEMBLY - --- CONTINUOUS BEAD TO SOFFIT ASSEMBLY PROVIDE INTERIOR SHEATHING 157,71 Id OF SEALANT INSULATED FLEXIBLE AT EXTERIOR WALL PRIOR CONTINUOUS BE D y y CONTINUOUS EAD DUCT TO SOFFIT ASSEMBLY OF SEALANT OF SEALANT TIE AT INNER LINER MASTIC AT INNER LINER WOOD FRAME SOFFIT — LADDER BLOCKING TIE AT OUTER LINER CONTINUOUS BEAD ASSEMBLY WOOD FRAME SOFFIT OF SEALANT INTERIOR I EXTERIOR INSULATED WALL --INTERIOR ASSEMBLY CABINECABINET T PROJECT: AIR SEAL AT BUILT-OUT SOFFIT AIR SEAL AT CABINET SOFFIT H SINGLE-STORY AIR SEAL AT CHASE WALLS//PLAN AIR SEAL AT CABINET SOFFIT//TWO-STORY AIR SEAL AT DUCT BOOT Green Bu ildingAdvisor.com 5-01026 Green BuildingAdvisor.com 5-01027 Green BuildingAdvisor.com Scale: 5-01031 Green Scal 5-01032 GreenBuildingAdvisor.com 5-01033 0 BmldmgGreen LLC 2008 Scale: ®6m,d,ngGreen LLC 2008 Scale: PP ®BuddingGreen LLC 2008 B 8Adi,9Gree1 LLC 2008 -I 1/2"= V-Q� B BuildmgGreen LLC 2008 scale: PROPOSED RESIDENCE FOR JNS DEVELOPMENT 1340 SHIP'S DRIVE SOUTHOLD, NEW YORK 1000-79-03-22 DRAWING TITLE: CAVITY INSUL CAVITY INSUL GENERAL NOTES RIGID INSULAT \-RIGID INSULATI AT S LO AT S LO SET: ISSUED FOR: DATE: INSTALL SHEATHI G INSTALL SHEATH ON TRUSS PRIOR ON TRUSS PRIOR ID FRAMING WALL FRAMING ENT VENT VEN VEN D SEAL: DATE: ATTIC ATTIC ATTIC CAVITY I N S U LAT I ATTIC April 12, 2018 PROJECT NO: CAVITY INSULA- 2018-14 NEWyDRAWN BY:UNCONDITIONED SPACE DEEROCONDITIONED SPACE CMA co A. � * CHECKED BY: * _71 x^ ` ui w JJD n Z SCALE: r\ CONCEPTUAL INSULATION PRACTICE AT ATTIC-STYLE TRUSS S' TEM// CONCEPTUAL NCONDITIONED SPACE TICE AT ATTIC-STYLE TRUSS S TEMZ�F A775� ABOVE CONDITIONED SPACE GreenBuildingAdvisor.com Scale: 5-01 035 GreenBuildingAdvisor.com 5-01015 p)D sS\O SHEET NUMBER: 0 BuddingGmen LLC 2008 caIe:' e BuiltlingGreen LLC 2008 G-9 DOB NUMBER: OF JAMES J DEERKOSKI PE © DEERKOSKI + ARM DESIGN AND ENGINEERING DPC INSULATION -VENTILATION - AIR DRAFT SEALING - DUCT SEALING REQUIREMENTS ' r DESIGN ENGINEERING ,;: >. +t DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 506 MAIN STREET WESTHAMPTON BEACH NY 1 1975 631-767-6071 CARMSSSSaOAOL.COM OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the PROVIDE RIGID ideas, design and arrangements nts re resented INSULATION therein, are the property of Deerkoski + Arm AROUND VENTILATION Design & Engineering, DPC. CHUTE-FOAM SEAL No part thereof shall be copied, disclosed to PERIMETER OF CAVITY INSULATION RIGID INSUL others or used in connection with any work or project other than for which they have been CONTINUOUS BEAD OF SEALANT WOOD FRAME FLOOR prepared without written consent. PROVIDE STUD CAVITY CLOSURE ASSEMBLY-- ON THE BACK SIDE OF EACH PROVIDE RIGID CAVITY INSULATION INSULATION BAFFLE UNINSULATED KNEE WALL CONTINUOUS BEAD OF ELECTRICAL WIRE STUD CAVITY AROUND VENTILATION SEALANT RIGID INSULATION HVAC DUCT CHUTE-FOAM SEAL PERIMETER OF CLOSURE AT INTERIOR PLUM[ TOP PLATE RIGID INSU O OF RAFTER CAVITY WOOD FRAME SOFFIT CONTINUOUS BEAD OF SEALANT ASSEMBLY TOP PLATE EXPANDING FOAM SEALANT EXPANDING FOAM SEALANT PROVIDE INTERIOR SHEATHING PROVIDE SOLID BLOCKING AT RIGID INSULATION/ AT EXTERIOR WALL PRIOR EXPANDING F AM WALL STUD BENEATH KNEE WALL SUBFLOOR INTERFACE TO SOFFIT ASSEMBLY SEAL CAVITY INSULATION WALL S CONTINUOUS BEAD BAND JOIST INSULATION OF SEALANT CONCEPTUAL INSULATION AT CAPE-STYLE ROOF// CONCEPTUAL INSULATION AT CAPE-STYLE ROOF// AIR SEAL AT DUCT SOFFIT AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION CEILING AND KNEE WALL CAVITY INSULATION 5-01013 ROOF CAVITY INSULATION WITH RIGID INSULATION CLOSURE Green BuiIdingAdvisor.com Scale: Advisor.com GreenBuildin g Scale: 5-01014 Green BuildingAdvisor.com scale: 5-01022 Green BuildingFldvisor.com Scale: 5-01023 Green BuildingAdvisor.com Scale: 5-01024 O BulldingGmen LLC 2008 Q BwldingGeen LLC 2008 Q BulldingGreen LLC 2008 Q BuIldingGn LLC 2008 Q Bulld,NGreen LLC 2008 WORK NOTES: WOOD FRAME FLOOR INTERIOR CHASE WALLS ASSEMBLY OODFRFLOOR ASSEMBLY PIPE PENETRATION CONTINUOUS BEAD OF FLOOR GRILLE CONTINUOUS BEAD OF SEALANT EXPANDING FOAM AT CONTINUOUS BEA T SEALANT FLOOR DUCT BOOT PERIMETER OF PIPE Ilk, CONTINUOUS BEAD OF SEALANT PROVIDE INTERIOR SHEAT THIN-PROFILE SHEATHING I PROVIDE INTERIOR SHEA HIN SUBFL R WOOD FRAME SOFFIT EXTERIOR WALL AND CEILI G P CLOSURE AT EXTERIOR WALL 1r AT EXTERIOR WALL PRIG ASSEMBLY TO SOFFIT ASSEMBLYCONTINUOUS BEAD TO SOFFIT ASSEMBLY PROVIDE INTERIOR SHEATHING OF SEALANT INSULATED FLEXIBLE AT EXTERIOR WALL PRIOR NTINUOUS BE D CONTINUOUS 3EAD DUCT TO SOFFIT ASSEMBLY OF SEALANT OF SEALANT TIE AT INNER LINER MASTIC AT INNER LINER WOOD FRAME SOFFIT LADDER BLOCKING CONTINUOUS BEAD ASSEMBLY WOOD FRAME SOFFIT TIE AT OUTER LINER OF SEALANT FINRIOR EXTERIOR INSULATED WALL --INTERIOR ASSEMBLY N ETA CAB I N E PROJECT: AIR SEAL AT BUILT-OUT SOFFIT AIR SEAL AT CABINET SOFFIT//SINGLE-STORY AIR SEAL AT CHASE WALLS//PLAN AIR SEAL AT CABINET SOFFIT H TWO-STORY AIR SEAL AT DUCT BOOT Green Buildin Advisor.com 5-01026 GreenBuildin Advisor.com 5-01027 GreenBuildin Advisor.com 5-01031 Green BuildingAdvisor.com 5-01032 GreenBuildin Advisor.com Scale: 5-01033 PROPOSED RESIDENCE g Scale: g Scale: 9 Scale: Scalei 1/2"= 1'-0.. g Q BuOdingGre LLC 2008 ®E1,06ngGeen LLC 2008 Q BuAdingGreen LLC 2008 ©BuildingGre LLC 2008 ®BundingGre n LLC 2008 FOR JNS DEVELOPMENT 1340 SHIP'S DRIVE SOUTHOLD, NEW YORK 1000-79-03-22 DRAWING TITLE: CAVITY INSUL CAVITY INSUL GENERAL NOTES RIGID INSULAT RIGID INSULATI AT SLO AT S LO SET: ISSUED FOR: DATE: INSTALL SHEATHINSTALL SHEATH ON TRUSS PRIOR ID ON TRUSS PRIOR FRAM I NG FRAMING WALLSEAL: DATE: VENT VENT VEN VEN D April 12, 2018 ATTIC ATTIC ATTIC CAVITY INSULA I ATTIC PROJECT NO: 2018-14 CAVITY INSULA UNCONDITIONED SPACEDRAWN BY: CMA CONDITIONED SPACE `�0F0 Ew Y0 CHECKED BY: os JJD LALE: w r a' CONCEPTUAL INSULATION PRACTICE AT ATTIC-STYLE TRUSS SV 3TEM H CONCEPTUAL INSULATION PRACTICE AT ATTIC-STYLE TRUSS SY 3TEM ABOVE CONDITIONED SPACE ABOVE UNCONDITIONED SPACE myIn . ..Y _• C� SHEET NUMBER: Green BuildingAdvisor.com Scale: 5-01035 Green BuildingAdvisor.com Scale: 5-01 015 Q B,ldingGeen LLC 2008 a BulldingGmen LLC 2008 v�O (1 `� 4 ARoSs�o�P G-9 DOB NUMBER: OF JAMES J DEERKOSKI, PE OC DEERKOSKI + ARM DESIGN ANo ENGINEERING DPC INSULATION -VENTILATION - AIR DRAFT SEALING - DUCT SEALING REQUIREMENTS DEERKOSKI + ARM DESIGN AND ENGINEERING DPC CONTINUOUS BEAD 506 MAIN STREET WE5THAM PTON BEACH NY 1 1978 OFSEALANT 631-767-6071 CARMBBBB@a AOL.COM OWNERSHIP & USE OF DOCUMENTS: CONTINUOUS BEAD These drawings and specifications including the OF SEALANT ideas, design and arrangements represented therein, are the property of Deerkoski + Arm SILL SEALER Design & Engineering, DPC. CONTINUOUS MINIMAL —_ — METAL FLASHI OF SEA OF BEAD No part thereof shall be copied, disclosed to EXPANDING FOAM AT — _= WITH 1/4 CONCRETE SLAB others or used connection with any work or — —_— project other than for which they have been WINDOW PERIMETER -_ _- INS THICK RIG without written consent. INSULA '�'► ► . t" o prepared PROTECTIVE ►• 6. COVERING :. . CEILING GYPSUM BOARD FINISH E :. , . AS AIR BARRIER CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD °~ WINDOW UNIT AS O F SEALANT °: 6 MIL POLYETHYLENE AIR BARRIER ' • ENTIRE SLAB) (CONTINUE UNDER CONTINUOUS MINIMAL CONTINUOUS MINIMAL EXPANDING FOAM AT EXPANDING FOAM AT WINDOW PERIMETER WINDOW PERIMETER CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD //--OF ADHESIVE TURNED DOWN CONCRETE SLAB//3/4"RIGID INSULATION CONTINUOUS BEAD 1.0 WINDOW UNIT AS GreenBuildingAdvisor.com 1-00001 OF SEALANT AIR BARRIER ®BoildingGroenLLC 200B Scale:1 1/2"= 1'-0" CONTINUOUS MINIMAL EXPANDING FOAM AT WORK NOTES: WINDOW PERIMETER CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT OF ADHESIVE SILL SEALER CONTINUOUS BEAD CONTINUOUS SILL SEALER CONTINUOUS BEAD METAL FLASHI OF SEALANT 7/7// OF SEALANT WITH 1/4' CONCRETE SLAB /� - FULL WIDTH OF MUDSILL 1"THICK RIGI INSULA \� �� FOUNDATION WALL AS PROTECTIVE .• ••• 6':• ��� p ► COVER AIR BARRIER CONCRETE SLAB AS FINISH G E ; AIR BARRIER a .' \/\ -- p / CONTINUOUS BEAD •' ' :• D ";,' •• 6 MIL POLYETHYLENE //\//\/ OF SEALANT ME !• (CONTINUE UNDER \ • ' ' ENTIRE SLAB) x CONCEPTUAL AIR SEALING STRATEGY // CONCEPTUAL AIR SEALING STRATEGY LOWER WALL SECTION UPPER WALL SECTION PROJECT: Green Build ingAdvisor.com Scale: 5-0- 2002 Green Build ingAdvisor.com Scale: 5-02003 TURNED DOWN CONCRETE SLAB//1"RIGID INSULATION ®BuildingGreen LLC 2008 ®BuildingGreen LLC 2008 1 —00002 Green BuildingAdvisor.com Scale:0B,dduigG2 LLC 2009 PROPOSED RESIDENCE FOR JNS DEVELOPMENT 1340 SHIP'S DRIVE SOUTHOLD, NEW YORK 1000-79-03-22 DRAWING TITLE: CONTINUOUS BEAD OF SEALANT BEAD OF ADHESIVE INTERIOR VERTIC E TUB UNIT- CONTINUOUSBI CONTINUOUS BEAD INSTALL PLUMBING AT GENERAL NOTES OF SEALANT PROVIDE INTERIOR SHEA Hl INTERIOR L ATTIC INSULA AT EXTERIOR WALL PRIG TO INTERIOR WAL SE IBL WOOD TRUSS FRAMING FLOOR TRUSS ASSEM LY SHEATH INTERIOR OF SET: ISSUED FOR: DATE: ATTIC ACCESS TO +1"OF INSULATION INTERI1fZ CONTINUOUS WALL— INTERIOR VERTICAL IA E 1"RIGID INSULATION OF SEALANT WALRI R PROVIDE INTERIOR SHEATHING AT EXTERIOR WALL PRIOR TO INTERIOR WALLA ACCESS PANEL CONTINUOUS BEADDRAW ACCESS PANEL NUG OF SEALANT WITH PERIMETER WS INTERIOR GYPSUM WALLBOARD TRIM AS REQUIRED SEAL: DATE: AS AIR BARRIER LADDER BLOCKING AS REQUIRED FINISH CEILING April 12, 2018 INSULATED EXTERIOR.WALL LADDER BLOCKING AS REQ'D INSULATED EXTERIOR WALL PROJECT NO: 2018-14 DRAWN BY: OFNECMA DEEIN O.Q CHECKED BY: �P �5� ,-Rkos JJD CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND J DIST AIR SEALING AT CORNER VERTICAL CHASE AIR SEALING AT CORNER VERTICAL BATHTUB CHASE �� =�� SCALE: AIR SEALING AT ATTIC HATCH//FINISH SCREWS r • ,1 w 5-02011 5-02020 5-02021 5-02022 ` Z Green BuildingAdvisor.com Scale: GreenBuildingAdvisor.com Scale: Green BuildingAdvisor.com Scale: Green Build inglAdvisor.com Scale: R`Z.^^ SHEET NUMBER: 0ButlredigGnLLC2008 ®B'JlldingGree =2008 0BuddmgGr LLC 2008 0BudtlingCGmenLLC2008 V" Fp o 25� � ARoFESS,aNP G- 1 0 DOB NUMBER: OF JAMES J DEERKOSKI PE OC OEERKOSKI + ARM DESIGN AND ENGINEERING DPC INSULATION -VENTILATION - AIR DRAFT SEALING - DUCT SEALING REQUIREMENTS ` Jr _.; DEERKOSKI + ARM DESIGN AND ENGINEERING DPG 506 MAIN STREET WESTHAMPTON BEACH NY 1 1978 631-767-6071 CARMB86Ba@AOL.COM OWNERSHIP & USE OF DOCUMENTS: INSULATED These drawings and specifications including the STUD ALL EXTERIOR ideas, design and arrangements represented therein, are the property of Deerkoski + Arm ROOF SKYLIGHT EXPANDING FOAM SEALANT BLOCKING AS REQUIRED Design & Engineering, DPC. E-ROOF RAFTER CONTINUOUS BEAD OF SEALANT No part thereof shall be copied, disclosed to GYPSUM BOARD BOX ENCLOSURE MANUFACTURED RECESSED LIGHT ENCLOSURE RIGID INSULATION INTERIOR INSULATED WALL BETWEEN others or used in connection with any work or ATTIC INSULATION ATTIC INSULATION R-VALUE/THICKNESS PER CLIMATE CONDITIONED SPACE AND ATTIC project other than for which they have been ATTIC TRUSSATTIC TRUSS ROUGH STRINGER prepared without written consent. YPSUM BOARD EXPANDING FOAM SEALANT BOTH SIDES OF WALL) CONTINUOUS BEAD INSTALL INTERIOR SHEATHING . Z OF SEALANT PRIOR TO INSTALLATION OF FINISH ENCLOSURE 3" 3" _ MIN MINbi4w - CONTINUOUS BEAD OF EXPANDING INSTALL SHEATHING AT ATTIC SEALANT FOAM ANT SIDE OF SKYLIGHT SHAFT EXPANDING FOAM SEALANT AT PERIMETER LLEXPANDING FOAM SEALANT AT PERIMETER SKYLIGHT SHAFT CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT CAVITY INSULATION DRYWALL CEILING DRYWALL CEILING —WOOD FRAME ®r RECESSED LIGHTING FlATTIC INSULATION FLOOR ASSEMBLY RECESSED LIGHTING FIXTURE XIURE BLOCKING AS REQUIRED GYPSUM BOARD LINER 2x4 BLOCKING EXPANDING FOAM SEALANT SECTION THRU STAIRWAY SECTION THRU WALL AIR SEALING AT RECESSED LIGHTING IN ATTIC TBC-D-13 AIR SEALING AT RECESSED LIGHTING IN ATTIC TBC-p-13 AIR SEALING AT SKYLIGHT SHAFT TBC-D-4 AIR SEALING AT DOUBLE WALLS TBC-D-0 AIR SEALING AT INTERIOR WALL BETWEEN CON1I1101EI SPACE TBC-0-12 _ 5- 02041 1BC�-4 5- 02042 5- 0204 �j AND UNCONDIITONED All1C -- 5- 02044 GreenBuildingAdvisor.com Scale:1 1/2• _ 1l'-0" GreenBuildingAdvisor.com Scale:1 1/2" = 1'-0" Green BuildingAdvisor.com Scale:1 1/2" = 1'-0" GreenBuildingAdvisor.com Scale:1 1 2" = 1'-0" �J GreenBuildingAdvisor.com • _ OBulldingOreen LLC 2008 OBulldlngGreen LLC 2008 OBulldingGreen LLC 2008 OBulldtngGreen LLC 2008 / OBuildingGreen LLC 2008 SCale:1 1/2 1 D EXTERIOR INSULATED WALL EXTERIOR INSULATED WALL WORK NOTES: PLYWOOD/OSB SHEATHING RIGID INSULATION SHEATHING "R—VALUE/THICKNESS PER CLIMATE PORCH RAFTER / (TAPE ALL JOINTS) 2x LEDGER ON TOP OF PORCH RAFTER WEATHER BARRIER AND SHEATHING 2x LEDGER ON TOP OF RIGID INSULATION BUILDING PAPER WEATHER BARRI R PROJECT: AIR SEALING AT PORCH ROOF AT 1 /2 PLYWOOD EXTERIOR SHEATHING TBC—D-14 AIR SEALING AT PORCH ROOF AT 1 " RIGID INSULATION SHEATHING TBC_D-14 Green Buildin Advisor. 1f Green Bu Advisor. 02 PROPOSED RESIDENCE g Scale: 3/4 = 1 -0 g Scale: 3/4 = 1 -0 FOR ©BuildingGreen LLC 2008 ©BuildingGreen LLC 2008 JNS DEVELOPMENT 1340 SHIP'S DRIVE SOUTHOLD, NEW YORK 1000-79-03-22 DRAWING TITLE: GENERAL NOTES ATTIC INSULATION AMC FLOOR FRAMING SET: ISSUED FOR: DATE: AMC INSULATION RIGID INSULATION "R-VALUE/DEPTH PER CLIMATE" RIGID INSULATION - "R-VALUE/DEPTH PER CLIMATE COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED # ................. MECHANICAL LATCH TO PRESSURE SEALANT TYPICAL SEAL AT WEATHERSTRIPPING INSTALL INTERIOR SHEATHING SEAL: DATE: AT EXTERIOR WALL PRIOR April 12, 2018 MECHANICAL LATCH TO PRESSURE TO INTERIOR WALL ASSEMBLY P SEAL AT WEATHERSTRIPPING WARL TION PARTITION 0 WALL PROJECT NO: 0 WHOLE HOUSE FAN (SEASONAL USE) O MANUFACTURED PULL DOWN STAIR �O,U CR 2018-14 yo�� DRAWN BY: CMA O LADDER BLOCKING AS REQ'D o s� INSULATED EXTERIOR WALL CHECKED BY:� '�, „� r ;, , ii W JJD SCALE: SHEET NUMBER: ` G- 1 1 IBC-D-15 - _ AIR SEALING AT WHOLE HOUSE FAN ENCLOSURE AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR TBC_D-5 AIR SEALING AT COMMON WALL BETWEEN DWELLING UNITS TBC 16 5- 02047 5- 02048 • _ ' " 5- 02049 DOB NUMBER: OF Green BuildingAdvisor.com Scale:l 1/2° = 1'-0" Green Bu Scale:1 1/2" = 1'-0" Green BuildingAdvisor.com Scale:1 1/2 = 1-0 JAMES J DEERKOSKI PE OButldingGrsen LLC 2008 OBulldingGreen LLC 2008 OBuildingGreen LLC 2006 OC DEERKOSKI + ARM DESIGN AND ENGINEERING DPC p,�tasaw..ii,b DEERKOS 72'-1vL" DESIGN AND ENGIINEERING DPC 1'-6" 161-1)/2!—' 506 MAIN STREET WESTHAMPTON BEACH NY 1 19 631-767-6071 CARMB8B6 a@AOL.COM OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of Deerkoski + Arm Design & Engineering, DPC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been 1 I I prepared without written consent. — —— — — — — —— — ——— — — — — — — — —— — —— — — —— — --- I I I 1 1 I 1 8' CONCRETE WALL with #5 BARS- 24" oc (VERTICALLY) 1 I with #5 BARS- 24" oc(HORIZONTALLY) with (2) 14 BARS- TOP&BOTTON (HORIZONTALLY) DEI PATIO ABOVE 1 18" x 8' CONCRETE FOOTING TOP OF PIER SHALL BE 18' BELOW GRADE TOP OF PIER SHALIL BE 18' BELOW GRADE with (3) #5 BARS- 6' oc(the long way) 15-9" 0'-05-9 I with 15 BARS- 48' oc(the short way) 1 r I FOOTING IS TO BE A MINIMUM OF 36• BELOW FINAL GRADE F I (DROP AS REQUIRED AT WINDOW&DOOR OPENINGS) [V - - - - - - o DROP FOUNDATION FOR 3'-0° WIDE DOOR — o — CP - - - - - i I " LOWERED WALL SECTION I - - - - N 0'-2" 00 REVISED 06-01-2018 I ' 2'-0" r�^rr�r- WORK NOTES: - PROVIDE APPROVED FIRE PROTECTION BELOW FLOOR JOISTS ABOVE. I o - I — PROVIDE 112"DRYWALL,518"PLYWOOD OR APPROVED ALTERNATIVE I aI GARAGE FOUNDATION - - - (� 8' THICK CONCRETE WALLS Ea _ with 15 BARS- 48" oc(BOTH DIRECTIONS- TYP) i I� Q " F F w N Q w I with (2) 5 BARS AT TOP & BOTTOM Z I � I — � °� o UNFINISHED BASEMENT o I PROVIDE A MINIMUM OF 2'CONCRETE COVER ON REBAR I I� I4'PC SLAB-14 I 18" x 8' CONCRETE FOOTING o 142 ® with (3) 15 BARS- 6' oc(the long way) REVISED 06-01-201` A 4 - I oo with #5 BARS- 48" oc(the short way) o '" o 0 0 ° `� 3�t'DIA STL COLUMN I UNEXCAVATED I — _ w I GARAGE FINISH FLOOR: — rrooR 1 24'x 24' X 12' CONC FTG „ DRAIN M IT with (4) 5 BARS- 6'oc 3'-8%" -� I W/6x61NW2 OxW2 0 EPDXY COATED WWM ( _ N N w o (BOTH DIRECTIONS- TYP) I ON VAPOR BARRIER OVER 8 Z — o _ 11'-3%" '-1%" 10'-83 -9 co , I COMPACTED FILL l x 11W APB GIRD PROVIDE CONCRETE HARDNER FOR PROVIDE PAINTED w I L BE CONCRETE GARAGE SLAB ei I� ALUMINUM GRATE I N OCK T - U- PROVIDE DRAIN �� 5z x 113C APB GIRDER 113APB RDER- - 5r 11T APB GIRDER 5�Zx 11X APB GIRDER 511� APB GIRDER GARAGE SLAB ABOVE PIPED TO DRYWELL ll , IISLOPE SLABB AML� L�.J TOOVER—REFER TO PCK w ' 3ut DIA STL COLUMN I I I AD Cl"A�DOORS o DRAINAGE PLAN �_$" I w T IRS x• I ® ;'I UP 24' x24'X12' CONCFTG with (4) #5 BARS- 6' oc I 20-9y„ ---------------1 . 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'-`IN concrete haunch and at top of p.c. slab '- FOR - + I I I J NS DEVELOPMENT 8' CONCRETE WALL Z N I with #5 BARS- 24'oc(VERTICALLY) ' Z I 1340 SHIP'S DRIVE with J5 BARS- 24'oc (HORIZONTALLY) m5d SOUTHOLD, NEW YORK with (2) 14 BARS- TOP &BOTTON (HORIZONTALLY) o (— N I I I I 1000-79-03-22 18" x 8' CONCRETE FOOLING 6Vr4. -� O' � �-� 4 with (3) 15 BARS- 6'oc(the long way) with J5 BARS- 48' oc(the short way) DRAWING TITLE: FOOTING IS TO BE A MINIMUM OF 36'BELOW FINAL GRADE (DROP AS REQUIRED AT WINDOW&DOOR OPENINGS) o' 5' FOUNDATION PLAN ;ry 20'-10' _ • 2t'— ' DIMENSIONS & STRUCTURAL 20'_10 10 72'-11%s SET: ISSUED FOR: DATE: SEAL: DATE: April 12, 2018 (� PROJECT NO: OF NFA 2018-14 co s DFF��jp� DRAWN BY: CMA * krA ; Mm ` � CHECKED BY: t:w JJD SCALE: �" SHEET 1 FOUNDATION PLAN WALL DIMENSION & GIRDER SI NUMBER:PLAN ° A101 = 1-019 _ A- 1 01 Scale. 1/4 1 JUN 5 201i3 NOTES: I. DOUBLE JOISTS UNDERALL PAR Tom?.PARTITIONS � INS,I,AUSOLM��OIN.�RJO�W-0-0-Q DOB NUMBER: OF 1tf1<'J'4?.D 1iidG a��±t�-'I'. ALL GIRDERS ARE DROPPED UNLESS OTMRWISE NOTED T017N OF SOUTH'OLD JAMES J DEERKOSKI, PE VERIFY DEPTH TO GROUND WATER CO DEERKO5K1 + ARM DESIGN AND ENGINEERING DPC Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. -' EZ 72'-1 DEERKOSKI + ARM 1-6 21'—� DESIGN AND ENGINEERING DPC 10'-5" 15'-4" 12'— U'-9 —9 16-1 '-4" 506 MAIN STREET WESTHAM PTON BEACH NY 1 7978 631-767-6071 CARM8888@AOL.COM OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of Deerkoski + Arm Design & Engineering, DPC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. I R I 91 6" R N I DECK i PATIO TW21046 TW21046 FM-119130 3080 1 PANEL DOOR TW210510 FWG 8080 slider TW210510 IN 8080 slider - - - o o — — — r\ 7'SM 7" SM 2 „ I 1-1 2 O 2 N CV in M — — — 4'-1 3'-10 21'-0" Y2" 0 0 2'-0" I WORK NOTES: co I N ca '�' 2 CAR GARAGE � N _ _ _ R o b I `D CENTER OF FIREPLACE- SINK- ISLAND - RAdGE —3'-10"— 2 2 LIVING ROOM DINING ROOM KITCHEM BENCH 9'-1 r ON HEIGHT V-1 CEIIINC HHCHT 9'-1 CEILING MIGHTEb - PULL DOWN STAIRSof N - MUDROOM J L 2 CAR GARAGE = o 0 0 in '0 V-1 r COLING HEIGHT CI.0 on w on CV o O tr N f n � on - - - _ 260 15'-0" 10'-9" 3'-4 I '-1 '" N 2 � - - - BEARING WALL - - - - - - - - BEARING WALL DROPPED HEADER BEARING WALL _ BEARIN WALL 3'— t UP ST IRS = I 2 �' o D WNCD i ^ , "' M PANTRY ' HOME OFFICE N-------------- o NPOVUDER iLL , N 9'±;•cEUNc cHT 9'-,�'CEILMG HEIGHT5'-5Y" 7'-6r2 SM R3}"o L HEADERcli ENTRY CLkET TW210510 TW210510- 2 TW21 510 TW21 510 TW21P ROJECT: I I l I I N COVERED PORCH o BLUETONE I 1:71 F1-:11 I u l I I I I I PROPOSED RESIDENCE 12" HB&G 12" HB&G 12' HBG 12" HBG I FOR JNS DEVELOPMENT I I I I I 1340 SHIP'S DRIVE SOUTHOLD, NEW YORK 7/2 '-9" 10' 1" '-9" 7� l 1000-79-03-22 DRAWING TITLE: 10'-5" 10'-5" '-11" '-11" '-5�' i'-1 '-1 '- 10'-6" 10'-1V 20'-10" '-10" FIRST FLOOR PLAN 72-11 DIMENSIONS SET: ISSUED FOR: DATE: SEAL: DATE: April 12, 2018 PROJECT NO: 2018-14 DRAWN BY: OF NEIN Y CMA O CHECKED BY: ����.y�.;R�;'Rkos JJD SCALE: r iwa 2 1/4" = 1'-0" 1 FIRST FLOOR PLAN -WALL DIMENSION PLAN LIVING SPACE 1263sgft ; 2 -.�;��„�,;-• c� SHEET NUMBER: kp A 102 SCALE: 11:11.011 FRONT PORCH=104 sq ft F�A�'O SS 4GARAGE=472 sq R A- 1 0 2 All interior headers not noted are to be 3rx 9Y2” LVL Header All headers for 8' tall units in 9' walls and 7' tall units in 8' walls shall be V x 7%, APB Hleaders DOB NUMBER: OF ALL EXTERIOR WALLS AND RIM JOISTS SHALL HAVE CLOSED CELL SPRAY FOAM INSULATION ALL INTERIOR WALLS & CEILINGS ARE TO HAVE SOUND INSULATION JAMES J DEERKOSKI PE PROVIDE DOUBLE JOISTS BENEATH ALL INTERIOR WALLS OC DEERKOSKI + ARM DESIGN AND ENGINEERING DPC Acceptance of these drawings doles not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. F..-nl..v..., er.,.!,) h8° E I—Y+aie terp""�{�vMadpif�rg pm.»A�p�p+��y%yp���s # DPr- DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 506 MAIN STREET WESTHAMPTON BEACH NY 1 1978 631-767-6071 CARM88BS AOL.COM OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of Deerkoski + Arm Design & Engineering, DPC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. DECK/PATIO CENTER OF DOORS CENTER OF DOORS CENTER OF WINDOWS CENTER OF HALLWAY '-4" '-4' '-4" '-4" '-4" 1'-4" '-4" 1'-4' '-4" '-,I '-4' T'-4*T'-4- 1'-4'T'-4'T'-4'T'-4'r1'-4' • 1'-4"'-�4 '-4 T TW21046 TW2'1046 FWH2980 3080 1 PANEL DOOR TW210510 FWG 808b slider TW210510 FWG 808b slider 3}•x914' HEADER 3rxW LVLIHEADER 5rx 111' LVL HEADER 5rx 11i" HEADER lo 5}'x 11i"LVL HEADER oo 5rx ttb"L HEADER lo o N ' LK HEADER SHEAR WAILS E WORK NOTES: LU co F I 2 CAR GARAGE I I I I �vY�/ = o PROVIDEW--7TP1S S' i -°X° � a (3YP.DD.ON WALiB� V 25- I LIVING ROOM C5 d ig ® DINING ROOM ® 4 KITCHEN Z5 O ® aes nobs A— s'-1�'aING HEIGHT +�o 0 V-1 p CEILING HEIGHT 0 9'-1�'COLNG T o BENCH `' " cJJ'` o "� o •I o J2)2x1o_ � [1 M J N N Of N 07 J I N 01 PULL DOWN STAIRS M CAR GARAGE SHEAR WALLS X X `� E (2)2x10 MUDROOM z 9'-1 COLNG ImGIR , = PROM E 5/8" FIRE RATE ETROCK AS REQUIRED W p N F `L r 2680 L LU snoPa siASTo at►ae 18•LVI.SE1,A-FLDEIE KONG Wx A11 —�-- - - —-—USH -EEA - BEARING WALL LVL HEADER BEARING WALL BEARING WALL SAD DOORS e^,00 X X cm is Dp ST IRS � DOWNco c� FOYER PANTRY HOME OFFICE POWDER RM N 9'-1� CE9NG HEIGHT � N 9'•i a anG ImGHT 9'-1 r nNG ImcHT su SHEAR WALLS � I Vz914"LVL HEADER 177 ENTRY CLOSET TW210510 TW210510 TW210510 TW210510 TW210510 PROJECT: w j• 3}"x 11i Lw HEADER _ Q v x. m o-X I� n COVERED PORCHF c c; BLU 1.4 .4 -� 5}"x 9�" LVL�ROPPED HDR PROPOSED RESIDENCE FOR 12' HB&G 12" HB&G 3}"x 11r LVLT FLUSH HDR 12" HBG 12"HB&G J N S DEVELOPMENT 1340 SHIP'S DRIVE SOUTHOLD, NEW YORK '_4• • '_4• 1000-79-03-22 CENTER OF FOYER DRAWING TITLE: FIRST FLOOR PLAN STRUCTURAL SET: ISSUED FOR: DATE: SEAL: DATE: April 12, 2018 PROJECT NO: 2018-14 DRAWN BY: .`�pF NEw YD CMA DEfiRkoTECKED BY: JJD n ALE: R1 '� 1/4" = 1'-0" FIRST FLOOR PLAN - STRUCTURAL FRAMING PLAN 2��0 0 25 'L ` HEET NUMBER: 1 �Ro� o�P� A102 SCALE:4"=1'•0" ss\ A- 1 03 All interior headers not noted are to be 31"x 9Y2" LVL Header All headers for 8' tall units in 9' walls and 7' tall units in 8' walls shall be � x 7Y4" APB Headers DOB NUMBER: OF ALL EXTERIOR WALLS AND RIM JOISTS SHALL HAVE CLOSED CELL SPRAY FOAM INSULATION ALL INTERIOR WALLS & CEILINGS ARE TO HAVE SOUND INSULATION JAMES J DEERKOSKI PE PROVIDE DOUBLE JOISTS BENEATH ALL INTERIOR WALLS © DEERKOSKI + ARM DESIGN AND ENGINEERING DPC Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. pp+�� hr, gg... w�.+ ��.� '✓.f"�r 0 ry¢gig p�`er'y# DLIGiGN bAA. hd rY t4r—R1N 1i�M"C DEERK❑SKI + ARM ��/� DESIGN AND ENGINEERING DPC 72'-11J2 506 MAIN STREET WESTHAMPTON BEACH NY 71978 631-767-6071 CARMBBBB@a AOL.COM 20'-10 9.'-10" 20'-10" 21'-512 1.0 1-5 0 10'-5" '-11" 4'-11" 10'-5" 10'-5" OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of Deerkoski + Arm Design & Engineering, DPC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. I I I I I I I I I TW21052 TW21052 TW21052 721052 TW21052 TW21052 GAMBREL FLY RAFTERS 3r'W LW HEADM 3?'9V LK HEADER 3r>9'LVL HEADER GAMBREL FLY RAFTERS — — -1 WAIL HEIGHT El-1 'WAIL HEIGHT — — — — — — — ® SM SII L—� — — — — — — — — — — — —— — — — — ———————— — — 31 00 I VZ Q � CN ca�' MASTER BATHROOM z e• -o• // I -10• g-1 r COLMG Hmff '� BATHROOM / I WORK NOTES: 9'-1 r CENNG HEIMT BEDROOM 1BEDROOM 2 / r M MG HaGH1 4—s 2" V-1 r UNG HaGHT c / 2670 2670 J co N /-0. o 0 I I CLOSET o o CLOSET o '-1• lz' 3'-4' o o 5070 DOUBLE DOOR / 9'-1 r cEa1NG HEIQIT 9'-1 r CauHG HEIGHT c z -7y2 N c A 487oDou !DOOR! ��� ® CLOSET CLOSET N - -- -- - - -- - - - -< i o 0 s o^ � N N 2 • \ LINEN 3 ' CLOSET N 3y'N ® 5070 DO BIF DOOR \\ 00 2670 2 70 \ g —6'-3y2• 3'-4' ' N o -8 -1 -2L• \ BALCONY 1 LANDING 3 \ 7„y 9'-1 r COLING MT Z \ \ I BEDROOMgrCE MGHom ST IRS \ a_ DOWN \\ MASTER BEDROOM �OWJHM-1 WL HGHT -1 wa1 Tr . 9'-, coulGHExi1T 3r>I`tLVLHEADER - - - - - - - - - - - - - - - -- - - - - - - - - - - � 00 Tw21o62 TW21062 `V 31'>�'LVL HEADER � — — — — TW21052 TW21052 PROJECT: cDo 00 cV ' PROPOSED RESIDENCE — — — — FOR Vxw LVL HEADER I I I M1052 TW21052 , I J N S DEVELOPMENT 1340 SHIP'S DRIVE I I I SOUTHOLD, NEW YORK I I 1000-79-03-22 i DRAWING TITLE: 10'-5" 10'-5" '-11" '-11" 10'-5" 10'-5" SECOND FLOOR PLAN 20'-10" '-10" 20'-10" 21'-5 DIMENSIONS 72'-11 SET: ISSUED FOR: DATE: SEAL: DATE: April 12, 2018 PROJECT NO: 2018-14 ��pF NEiti DRAWN BY: l"p CMA � o�ER�OJ,�� NECKED BY: JJD ALE: 1 SECOND FLOOR PLAN •WALL DIMENSION PLAN LIVING SPACE 1317sgft NFp 072562 SHEET NUMBER: A104 SCALE:4 .o" A- 1 04 All interior headers not noted are to be 3rx 9r LVL Header All headers for 8' tall units in 9' walls and 7' tall units in 8' walls shall be 512 x 7Ya" APB Hears DOB NUMBER: OF ALL EXTERIOR WALLS AND RIM JOISTS SHALL HAVE CLOSED CELL SPRAY FOAM INSULATION ALL INTERIOR WALLS & CEILINGS ARE TO HAVE SOUND INSULATION JAMES J DEERKOSKI PE PROVIDE DOUBLE JOISTS BENEATH ALL INTERIOR WALLS OC DEERKOSKI + ARM DESIGN ANo ENGINEERING DPC Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. rZ K C 3 c-'9. ' Dr-SIMN & NaINEr-RI X13 DPC DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 506 MAIN STREET WESTHAMPTON BEACH NY 1 1978 631-767-6071 CARM8888@a AOL.COM OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of Deerkoski + Arm Design & Engineering, DPC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. CENTER OF STAIRWELL WINDOW GAMBREL FLY RAFTERS 3"4;f LVL HEADER 3"df 1,VL HEADER 3rdf LVL HEADER GAMBREL FLY RAFTERS 2x8®16 SM 2xa®16' c ® 16"oc su 2x8 ®16"oc - - - -- - - - —— — — - - - - - -- - - -- -- RAFTERS _j RRFTERS RS RAFTERS — — — — — — — — I — t I •� '' ® J I 2x8 CEILING JOISTS 016'oc AB MT'I — — I — ,� 1� SET®9'-1 �" ( g — E3 ""' I WORK NOTES: it•' I 2x8 CEILING JOISTS 016"oc �, ") ,l I SET Q 9'-1 r 8 „-I c N � �I �— ® I + t. I BEARING No �' BEARMG i POINT I POINT o a ABOVE AB 0 2x8 CEILING JOISTS ®16 oc I 2x10 016"oc :F g N SET 0 9'-1 �" RAFTERS 2x8 CEILING JOISTS 16"oc z SET®9'-1 52, 2x8 016"oe o RAFT RS >> I Ea CM52 it 2x8 CEILING JOISTS 016'oc 2x8 CEILING JOISTS 016'oc b I b I _ SET®9'-1 e - - - - - - I SET®9'-1 �" I `� �•� I 3�'z9Nt L L NFADER I - - --- - -- -- -- - - - -- -- -- -- - - SM1 3�"x�'LVL HEADER PROJECT: I STAIRWELL WINDOW 2x8 016'oc 2z8 016'oc 2x8 ®16'oc CENTER OF RAFTERS RAFTERS �� 2x8 016"oc 2x8 0 16'oc 2x8 0 16'oc , PROPOSED RESIDENCE RAFTERS RAFTERS RAFTERS r RAFTERS FOR ,V'wLVL HUM JNS DEVELOPMENT 1340 SHIP'S DRIVE SOUTHOLD, NEW YORK 1000-79-03-22 DRAWING TITLE: SECOND FLOOR PLAN STRUCTURAL SET: ISSUED FOR: DATE: SEAL: DATE: April 12, 2018 PROJECT NO: 2018-14 DRAWN BY: pF NEttiYo CMA S D.EE� �� CHECKED BY: JJD SCALE: 1/4 = 1'-0" 25�� ��� SHEET NUMBER: 1 SECOND FLOOR PLAN �STRUCTURAL FRAMING PLAN ssk aP� A10 j SCALE:4 =�.aA- 10 5 All interior headers not noted are to be 3rx 9Y2" LVL Header All headers for 8' tall units in 9' walls and 7' tall units in 8' walls shall be V x 7r APB Headers DOB NUMBER: OF ALL EXTERIOR WALLS AND RIM JOISTS SHALL HAVE CLOSED CELL SPRAY FOAM INSULATION ALL INTERIOR WALLS & CEILINGS ARE TO HAVE SOUND INSULATION JAMES J PE PROVIDE DOUBLE JOISTS BENEATH ALL INTERIOR WALLS CO DEERKOSKI K1 +-F ARM DESIGN AND ENGINEERING DPC Acceptance of these drawings does niot authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. 5 D,✓i:c ren a,e.,'o e E-7,i SICANN INC1uN1Pedr% DPIM DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 506 MAIN STREET WESTHAMPTON BEACH NY 1 1970 631-767-6071 CARMBBBB@a AOL.COM OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of Deerkoski + Arm Design & Engineering, DPC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. CN 125 CN 25 2x8 Rafters 0 16o.c3}'xQ1�' HEADER 3rxW NEARER 2x8 Rafters ®16 ox 1XI - - - - DBLRFTR Fri DBL RF1R 16'oc r 1 i 0 16'oc 2x8 016'oc , - - - - - - - - - - - - - - - - - - II I ,"8 016'oc 2x8 ® RAMS RAFTERS AFTERS RAFTERS ILL] [JE) III - - -J III 4t I 2x8 016'oc II I RAFTERS I RAFTERS I ^, ,"' I WORK NOTES: I �oo o 9 I AM --I,- III jjl o O i o I j A� 1rx 11r LVL RIDGE / \ o 1 x 11� LVL RIDGE I IHADI t II I I 2x10 0 16'oc RAFTERS IJ10 4. �\ 00 2x8 016'oc �� y ® III RAFTERS18 Cn - - - - — - - - - - - - - - ST I S � 1-.qSIII � I RAFTERS RAFTERS RAFTERS 2x8 016'oc I _ - - - - - - - - - - - - — — — — — — — — — — — — — 2x8®�16'oc � 2x8�16'oc DBL RFTR M 2x8*fters--41-1 — — — .14T HEAnER 2x8 Rafters ®16 o.c CN 25 111 � PROJECT: III 2x8 0 16'oc DBL RFTR RAFTERS RAFTERS 2x8 016'oc 2x8 016'oc 2z8 Rafters ®16 ox PROPOSED RESIDENCE 2x8 Fafters ®16' ox '- -� FOR VxW0 LHEADER JNS DEVELOPMENT CN T5 1340 SHIP'S DRIVE SOUTHOLD, NEW YORK 1000-79-03-22 —834 —8N DRAWING TITLE: ROOF PLAN SET: ISSUED FOR: DATE: SEAL: DATE: April 12, 2018 PROJECT NO: 2018-14 DRAWN BY: 0 1 NEIL,yO CMA S OF�k ,p CHECKED BY: JJD r iee tr SCALE: SECOND FLOOR I MAIN ROOF • STRUCTURAL FRAMING PLAN �o 07?'I SHEET NUMBER: — -- An'O�ESS11 A106 SCALE; - 106 All interior headers not noted are to be Vx 9Y" LVL Header All headers for 8' tall units in 9' walls and 7' tall units in 8' walls shall be 5 r2 x 7y4" APB Headers DOB NUMBER: OF ALL EXTERIOR WALLS AND RIM JOISTS SHALL HAVE CLOSED CELL SPRAY FOAM INSULATION ALL INTERIOR WALLS & CEILINGS ARE TO HAVE SOUND INSULATION JAMES J SKI PE PROVIDE DOUBLE JOISTS BENEATH ALL INTERIOR WALLS © DEERKOSKI KI + ARM DESIGN ANo ENGINEERING DPC Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. t >�3 ,, `I DEERKOSKI + ARM DESIGN AND ENGINEERING DRC 506 MAIN STREET WESTHAMPTON BEACH NY 11978 631-767-6071 CARMBBBB a@AOL.COM OWNERSHIP & USE OF DOCUMENTS: ACQ Treated Roof Shingles WHITE AZEK TRIM These drawings and specifications including the ideas, design and arrangements represented therein, are the property of Deerkoski + Arm Design & Engineering, DPC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. HALF ROUND ALUMINUM GUTTERS RED CEDAR SHINGLE SIDING WITH 6" EXPOSURE I II II II I I I I j HALF ROUND ALUMINUM GUTTERS RED CEDAR SHINGLE SIDING WITH 6° EXPOSURE LU WORK NOTES: BLUESTONE TREADS WHITE HB&G COLUMNS WHITE AZEK TRIM STUCCO RISERS F Rr"O N T E L Eav"AT WHITE AZEK TRIM ACQ Treated Roof Shingles PROJECT: PROPOSED RESIDENCE FOR HALF ROUND ALUMINUM GUTTERS J N S DEVELOPMENT RED CEDAR SHINGLE SIDING WITH 6" EXPOSURE 1340 SHIP'S DRIVE SOUTHOLD, NEW YORK 1000-79-03-22 I� I DRAWING TITLE: i HALF ROUND ALUMINUM GUTTERS ij ELEVATIONS - AS NOTED RED CEDAR SHINGLE SIDING WITH 6" EXPOSUREI SET: ISSUED FOR: DATE: SEAL: DATE: April 12, 2018 O PROJECT N0: 2018-14 DRAWN BY: -- - �� NEWY CMA �EERk D,Q CHECKED BY: JJD * �� ? SCALE: m g ' 1/4" = 1'-0" 2 Y�wra^ SHEET NUMBER: 2 REAR ESs � A-201 DOB NUMBER: OF JAMES J DEERKOSKI PE O DEERKOSKI + ARM DESIGN AND ENGINEERING DPC Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. a41 M Dr-si iN EN cN raIN €3 DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 506 MAIN STREET WESTHAMPTON BEACH NY 11978 631-767-6071 CARMBSSBa@AOC.COM ACQ Treated Roof Shingles OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of Deerkoski + Arm Design & Engineering, DPC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been WHITE AZEK TRIM prepared without written consent. II HALF ROUND ALUMIN7CUTTERS RED CEDAR SHINGLE SIDING WIIH " EXPOSURE I i WORK NOTES: BLUESTONE TREADS WHITE HB&G COLUMNS STUCCO RISERS LEFT ELEVATION ACQ Treated Roof Shingles PROJECT: PROPOSED RESIDENCE FOR WHITE AZEK TRIM J N S DEVELOPMENT 1340 SHIP'S DRIVE SOUTHOLD, NEW YORK 1000-79-03-22 (DRAWING TITLE: LE HALF ROUND ALUMINUM GUTTERS ELEVATIONS - AS NOTED RED CEDAR SHINGLE SIDING WITH 6" EXPOSURE SET: ISSUED FOR: DATE: EIEI FU EIE] L11 EIEI PH M SEAL: DATE: FIF n1_1 April 12, 2018 PROJECT NO: 2018-14 DRAWN BY: OF NEW� W yo CHECKED BY: CMA -------------- ----- 4J DEE - - � 5.., JJ D A. ; � SCALE: m z SHEET NUMBER: 0 pR0 SSI NPS A-202 2 RIGHT ELEVATION DOB NUMBER: OF JAMES J DEERKOSKI PE © DEERKCSKI + ARM DESIGN AND ENGINEERING DPC Acceptance of these drawings does not, authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. -RING DPC REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS 5 `; '° 411 REFER TO FOUNDATION DETAILS VERIFY FRENCH DRAIN AND SUMP PUMP LOCATIONS DEERK❑SKI + ARM ALL BASEMENT WALLS & FRAMING SHALL BE CONSTRUCTED OF "BLUWOOD" MOISTURE RESISTANT FRAMING LUMBER DESIGN AND ENGINEERING D P C PROVIDE 2" CLOSED CELL SPRAY FOAM INSULATION ON ALL EXTERIOR WALLS, & BOX BEAMS 506 MAIN STREET WESTHAMPTON BEACH NY 1 1976 12" 637-767-6077 CARMB9BE3 AOL.COM '- REFER TO EXTERIOR TRIM DETAILS 9' OWNERSHIP & USE OF DOCUMENTS: TOP OF RIDGE BEAM finsutation Specifications: These drawings and specifications including the ideas, design and arrangements represented 3-1/2'x 11-7/8'LVL Ridge beam (VERIFY LOCATION therein, are the property of Deerkoski + Arm Ridge Vent(Verify ventilation Requirements ITot-boos(wiventesd attic):R-305 cell f'o m) Design & Engineering, DPC. No part thereof shall be copied, disclosed to 0 Floors above unconditioned basement: R-30 (4.5closed.cell foam) others or used in connection with any work or 18" ACQ Treated Taction o Shingles q reexp. 0 Floors above unconaitionedgarage/cant!]ever space:R-30 batt project other than for which they have been prepared without written consent. Cedar Breather a Approved Ventilation Board Wa(aster required) 2xs collar Ti 6 oc r Exterior above grade walls:R-27 (2"closed cell foam -1- R-15 un-faced batt) Ice and Water Sheld 5/8'CDX Plywood Sheathing 2x8 Rafters- 16"oc. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS 3-1/2'x 9-1/2' Rafter Header(VERIFY LOC N) Teco to Double Rafters (2)2'x 10" Rafter Header(VERIFY LOCATION) Teco to Double Rafters 5-1/4'x 16'FLUSH HEADER (CONTINUOUS) 2x6 /2x4 STRONG BACK 41/2' ,T 2x8 Ceiling Joists 016'oc. O 'Poi & �/ R Insulation "Type'X" Gypsum Wall Board on All Walls and CeilingTOP OF PLATE 2nd FLOOR BASED ON r-0"INTERIOR DOOR HEIGHT o DOOR SHOWN FOR GENERAL HEI N 1 REFER TO SOFFIT&FASCIA DETAILS 1r ACQ Treated Tappersawn Shingles 0 6"exp. Cedar Breather or Approved Ventilation Board (as required) 15;1 FELT o SECOND FLOOR 5/8" CDX Plywood Sheathing 2x6 Rafters- 16"oc. R-25 Insulal on e� WORK NOTES: a, JR-19ass Batt Insulation I R-19 Fiberglass Batt Insulation 3/4" finished floor rn CV 1-3/4" z 11 7/8" LVL Box beam 3/4"CDX T&G Subfloor R-19 Fiberglass Batt Insulation 3/4'finished floor Provide Half Round Gutters TOP OF SUB FLOOR (2nd FLOOR) \ 3/4" plywood Note: All Gutters are to Drain to oo subfloor- typical Drywells Provided by Building Contractor ^� TJI 230 x 11 016' OC TJI 230 x 11 016' OC ^� �"z 4"Fascia �-6' -_TOP OF PLATE(1st FLOOR)'x 8'Fascia--� IN BASED ON ANDERSEN WINDOW EXTERIOR HEIGHT DOOR SHOWN FOR GENERAL HEIGHTS r V-Groove Soffit _ I I I i REFER TO SOFFIT&FASCIA ,kTAILS TJ 230 x 11 �' 016 OC rx6'Frieze Board II FR-1 z4" Frieze Board Pacing R419!Sound Insulation 9 Sound Insulation x 6 pressure treated 18'Cedar shingles 0 5 1/2' exposur ; i i 2 ACQ sill plates Air Infiltration Barrier 41 - 1/2' CDX Sheathing �gi Type"X'Gypsum Wail Board on • I All Walls and Ceiling ; ; I Termite shield on fiberglass 2x6-16 oc Wall Studs " sill sealer- typical G.W.B. w/Vapor Barrier I I 2 4 2 DO I (2) 15 bars PROJECT: FIRST FLOOR 1/2" dia. Anchor bolts, 18'long, 1 I i 24' or, 12'max. from comers " PROPOSED RESIDENCE I;-19 Fiberglass Batt In lotion i i N FOR • R-19 Fiberglass Batt Insulation ALL SPLICES ARE TO BE A MINIMUM OF 40 x BAR DIAMETER _ 3/4 finished floor DOUBLE JOIST BELOW ALL I 3/4'CDX T&C Subfloor i i N JNS DEVELOPMENT PARALLEL WALLS(TYP) TOP OF SUB FLOOR (1st FLOOR) — 1340 SHIP'S DRIVE TJ 230 x 1 016'OC TJ 230 11 r 016' o SOUTHOLD, NEW YORK R-30 INSULATIONr, T R-30 INSULATION 100079-03-22 — � Z x I Z x b pressure treate — TOP OF FOUNDATION — � o ACQ sill plates 5u'x 11�C APB GIRDER 51f x 11W APB GIRDER ACQ sill plates ft���_Tffmffp shield nn fiheqlnqq Termh Shidd nn fibergl sssill sealer- typical sill sealer- typical Y GRADE 15 bars 0 24" oc ypi yp vertical stirrups DRAWING TITLE: GRADE 2) 15 bars 3) DIA STL COLUMN (2) 15 bar • N o 1/2' dia. Anchor bolts, 18'long, BASEMENT 1/2'dia. Anchor bolts, 18' long, m CROSS SECTIONS & DETAILS 24" oc, 12'max. from comers 24' or, 12"max. from comers ¢ FOR STANDARD HEIGHTS x b o 15 bars 0 24" oc horizontal g Z SET: ISSUED FOR: DATE: C> I a Z • =E W C � b M I o o . 15 bars 0 24'oc 15 bars 0 24" oc Q CD W vertical stirrups vertical stirrups m QE o 15 bars 0 24'oc 15 bars 0 24' oc UJ horizontal horizontal �, Waterproofing ( )2 bars —4'CONCRETE SLAB 0 &6 MIL Poly 2 poured concrete floor dab ON VAPOR BARRIER 24 x 24 X 12 CONICFTG gs SEAL: DATE: COMPACTED GRAVEL[ILL OR with (4) 15 BARS -6' oc Q 2' 21/2' expansion joist between poured April 12, 2018 2) 15 bars CLEAN SAND (BOTH DIRECTIONS- TYP) (2) 15 bar concrete floor dab and all walls- typ. 2' 2' 1/2' expansion joist between poured 1/2" expansion joist between7poure�\� 2' BASEMENT SLAB HEIGHT concrete floor slab and all walls- typ.RASEMENT9 AR HFIGHT concrete floor slab and all wallsyp. • PROJECT NO: 4'PC SLAB I 1 2018-14 15 bars 0 48" oc Clean compacted sand 15 bars 0 48" oc 15 bars 0 48' oc �.. . ' • vertical stirrups �'• * " DRAWN BY: vertical stirrups ';,• --1-6" vertical stirrups CMA 15 bars- 48' OC 15 bars- 48" OC 1_6� oo • • ;t`;` 6�naean compacted ��pF NEI�,y CHECKED BY: Excavate and Deepen Footing Excavate and Deepen Footing Q DEEB _ as Required for Bearing on as Required for Bearing on ,,;,,, k0`� �� JJD y :' ,n. � Stable Material Stable Material bars - 48•OC * it SCALE:Ce 1/2" aAa 18" x 8'CONCRETE FOOTING m 2 SHEET NUMBER: With (3) 15 BARS- 6' oc(the long way) ZP rENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPAGTY ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY with 15 BARS- 48'oc(the short way) 18'x 8'CONCRETE FOOTING 18' x 8' CONCRETE FOOTIN ASO S 1aNA� A-3 01 with (3) 15 BARS- 6' oc(the long way) with (3) 15 BARS- 6'oc(the long way) TYPICAL CONCRETE WALL DETAIL \ with 15 BARS- 48"oc(the short way) with 15 BARS- 48' oc(the shat way) DOB NUMBER: OF REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS JAMES J DEERKOSKI PE © DEERKOSKI + ARM DESIGN AND ENGINEERING DPC REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS ` a .; —,--I + rim F-INIGINCERING OFT; REFER TO FOUNDATION DETAILS 20'-l0' VERIFY FRENCH DRAIN AND SUMP PUMP LOCATIONS DEERK❑SKI + ARM ALL BASEMENT WALLS & FRAMING SHALL BE CONSTRUCTED OF "BLUWOOD" MOISTURE RESISTANT FRAMING LUMBER DESIGN AND ENGINEERING D P C 12' PROVIDE 2" CLOSED CELL SPRAY FOAM INSULATION ON ALL EXTERIOR WALLS, & BOX BEAMS 506 MAIN STREET WESTHAMPTON BEACH NY 1 1976 631-767-6071 CARMBBBB a�A❑L.COM -��� �-��� s � REFER TO EXTERIOR TRIM DETAILS OWNERSHIP & USE OF DOCUMENTS: a Insulation Specifications, These drawings and specifications including the ideas, design and arrangements represented 1-3/4" x 11-7/8'LVL Ridge beam (VERIFY LOCATION) therein, are the property of Deerkoski + Arm Ridge Vent(Veify ventilation Requirements) 0 llot-Roof(unvcatrd Attic):'R-30 (4,5"closed ecll foam) Design & Engineering, DPC. No part thereof shall be copied, disclosed to Floors above unconditioned,basement. R-30 (4.5"closed cell fnam) others or used in connection with an work or 18' ACO Treated Tappersawn Shingles 0 6'exp. Y Cedar Breather or Approved Ventilation Board as required) 0 Floors above unconditioned garage/cantilevers ace:R-30 britt project other than for which they have been 2x6 C Iia Ties 0 oc PP ( � ) � � space: Ice and Water Sheild • Exterior above grade walls R-27 (2"closed cell foam + R-25 un-faced batt) prepared without written consent. 5/8'CDX Plywood Sheathing REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS 2x8 Rafters - 16'oc. 3-1/2' x 9-1/2'Rafter Header(VERIFY LOCATION) (2) 2'x 10'Rafter Header(VERIFY LOCATION) Teco to Double Rafters Teco to Double Rafters 2x6/2x4 STRONG BACK 'pPff�s /.• " ' L%:' ® 2x8 Ceiling Joists 016"oc. 0 00 - " Type X yp m Wall Board on All Walls and Ceiling R-30 Insulation zz TOP OF PLATE 2nd FLOOR)_ i: / o 1,17 rn REFER TO SOFFIT&FASCIA DETAILS N _ 18" ACO Treated Tappersawn Shingles 0 6'exp. Cedar Breather or Approved Ventilation Board(as required) R-25 Insula on 151 FELT 5/8' CDX Plywood Sheathing 2x8 Rafters- 16"oc. BEDROOM#3 11SECOND FLOOR WORK NOTES: 0:)I I rn I CV rn 3/4' finished floor 3/4" CDX T&G Subfloor 1-3/4 x 117/9' LVL Box beam TOP OF SUB FLOOR (2nd FLOOR) Provide Half Round Gutters Note: All Gutters are to Drain to TJI 230 x 1 �' 016' OC TJ 230 x 11 016' OC ^� ��Drywells Provided by Building Contractor TOP OF PLATE(1st FLOOR)_ '_6• ,-6• 1 r x 4'Fascia ` rx 8'Fascia N REFER TO SOFFIT&FASCIA DETAILS r V-Groove Soffit rx6'Frieze Board -19 Sound Insulation R-19 Sound Insulation rx4' Frieze Board Packing 18"Cedar shingles 0 5 1/2' exposure Air Infiltration Barrier ' Type'X' Gypsum Wall Board on 1/2'CDX Sheathing All Walls and Ceiling 2x6-16" oc Wall Studs " G.W.B. w/Vapor Barrier STAIR LANDING I PANTRY OFFICE PROJECT: FIRST FLOOR -19 Fiberglass Batt Insulation PROPOSED RESIDENCE R-19 Fiberglass Batt Insulation FOR R-19 Fiberglass Batt Insulation 3/4'finished floor F /4"CDX T&G Subfloor J N S DEVELOPMENT DOUBLE JOIST BELOW ALL TOP OF SUB FLOOR (1st FLOOR) J PARALLEL WALLS (TYP) 1340 SHIP'S DRIVE R-30 INSULATION J 2"'0 x 11 ri6' OC TJ230 1 016' OC R-30 INSULATION SOUTHOLD, NEW YORK 1000-79-03-22 TOP OF FOUNDATIONz pressure ea z 6pressure rea e ACO sill plates 5�i"x 11W APB GIRDER W x 11W APB GIRDER ACO sill plates I r —T.1f P shipId nn f1herqInqR Tprmh qhipld nn fihprqln-q • sill sealer- typical sill sealer- typical 2' GRADE "DRAWING TITLE: 2)15 bars BASEMENT 3)"DIA STL COLUMN (2) 1.5 bar • a 1/2 dia. Anchor bolts, 18' long, 1/2 dia. Anchor baits, 18 long, CROSS SECTIONS & DETAILS 24" oc, 12'max. from comers 24'oc, 12'max. from comers co .Fs m SET: ISSUED FOR: DATE: A z C> o AVERAGE EXISTING GRADE Q °°CID 15 bars 0 24'oc 7 15 bars 0 24' oc LLJ vertical stirrups vertical stirrups QE0 15 bars 0 24' oc 15 bars 0 24' oc horizontal horizontal 4"CONCRETE SLAB 24' x 24' X 12' CONC FTG6 11 SEAL: DATE: ON VAPOR BARRIER Ss COMPACTED GRAVEL FILL OR with (4) 15 BARS- 6'oc Q April 12, 2018 2) 15 bars CLEAN SAND (BOTH DIRECTIONS- TYP) (2) 15 ba 2' 2' 1/2'expansion joist between poured 1/2' expansion joist between poure 2' 2' concrete floor slab and all walls- typ.RASEMFINTIS,AIR concrete floor sdab and all walls- typ. PROJECT NO: 4'PC SLAB 2018-14 15 bars 0 48" oc Clean compacted sand #5 bars 0 48'oc DRAWN BY: • vertical stirrups vertical stirrups • CMA OF 115 bars- 48" OC • E<�r y 15 bars- 48'OC ��DEER. ��Q CHECKED BY: Excavate and Deepen Footing Excavate and Deepen Footing ? OJ, as Required for Bearing on as Required for Bearing on �,•', f�.�.r. * JJD Stable Material Stable Material r.� w SCALE: ZcP "�°•' " F ?U SHEET NUMBER: ENSURE A MINIMUM OF 2000 PS SOIL BEARING CAPACITY BOARD 725�D�P � � 18'x 8' CONCRETE FOOTING 18' x 8"CONCRETE FOOTING SA-302 With (3) #5 BARS- 6'oc(the long way) with (3)15 BARS- 6' oc(the long way) with 15 BARS - 48'oc (the short way) with #5 BARS- 48" oc(the short way) DOB NUMBER: OF JAMES J DEERKOSKI PE IREFER TO AL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND PE DOWN DETAILS © DEERKOSKI + ARM DESIGN AND ENGINEERING DPC REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS h , K,r," I REFER TO FOUNDATION DETAILS 20'-110 VERIFY FRENCH DRAIN AND SUMP PUMP LOCATIONS DEERKOSKI + ARM ALL BASEMENT WALLS & FRAMING SHALL BE CONSTRUCTED OF "BLUWOOD" MOISTURE RESISTANT FRAMING LUMBER DESIGN AND ENGINEERING D P C 12' PROVIDE 2" CLOSED CELL SPRAY FOAM INSULATION ON ALL EXTERIOR WALLS, & BOX BEAMS 506 MAIN STREET WESTHAMPTON BEACH NY 1197B 631-767-6071 CARMBBBB�aAOL.COM -1t" 1-��• REFER TO EXTERIOR TRIM DETAILS 9F 'OWNERSHIP & USE OF DOCUMENTS: Insulation Specifications: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of Deerkoski + Arm 11ot-Roo ter vented attic).R-30 4,5"dosc8 ccil foairi Design & Engineering, DPC. 3-1/2'x 14' LVL Ridge beam (VERIFY LOCATION Ridge Vent(Verify ventlation Requirements) No part thereof shall be copied, disclosed to Floors above unconditioned basement. R-30 (4.�S" dosed cell fear) others or used in connection with any work or Cedar Breather or Approved Ventilation Bo 18' ACQ Treated Tappion Board wn Shingles as required) uiredd6') unconditionedv Floors above unconditioned garage/cantilever space: R_30 batt project other than for which they have been Ice and Water Shell » Exterior above grade walls:Ft-27 (2"closed cell foam -I•• R-25 un=faced batt) prepared without written consent. 5/8'CDX Plywood Sheathing 2x8 Rafters- 16"oc. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS (2) 2"x 10'Rafter Header(VERIFY LOCATION) 3-1/2' x -1/2'R er Header(VERIFY LOCATION) Teco to Double Rafters Teco t Double Rafters 41/2• 2x6 2x4 S G C 0 2x8 Celing Joists 016'oc IIIO 12" R-30 Insulation 3g' Type'X"Gypsum Wall Board on NI Walls and Ceiling MASTER BEDROOM '' N REFER TO SOFFIT&FASgA DETAILS I � N / 18'ACQ Treated Toppersawn Shingles 0 6'exp. Cedar Breather or Approved Ventilation Board(as required) 151 FELT / / 0 5/8' CDX Plywood Sheathing J/ 2x8 Rafters- 16"oc. R-25 Insulation MASTER BEDROOM WORK NOTES: I 0 N 3/4' finished floor 3/4' finished floor 3-1/2' x 117/8'LVL Box beam 3/4" CDX T&G Subfloor 1-3/4"x 11 7/8'LVL Box beam 3/4" CDX T&G Subfloor LJ Provide Half Round Gutters R-30 Insulation IF Note: All Gutters are to Drain to Drywells Provided by Bulling Contractor ^� TJI 230 z 11 ®16" R-30 Insulation ^� TJ 2 x 6 C TECO TJ 230 x 11 g 16 R-30 Insulation R-30 Insulation rx a Fascia DOUBLE 11r JDlSELE 11r JOIST 3rx 11r LVL FLUSH HDR rx 8' Fascia 5rx 9r LVL DROP ED HDR 5rx 9r LVL DROPPED HDR r V-Groove Soffit FALSE BOXED GIRDER - -- FALSE BOXED GIRDER REFER TO SOFFIT& ',1SCiA DETAILS XIF rx6'Frieze Board rx6' Frieze Board }'CDX PLYWOOD SHEATHING rx4'Frieze Board Packing rx4' Frieze Board Packing r V-Groove Soffit le Cedar shingles 0 5 1/2' exposure Air Infiltration Barrier 5/8'CDX Sheathing 2x6-16'oc Wall Studs " G.W.B. w/Vapor Barrier CONTINUOUS TIE DOWN ROD FRONT PORCH FRONT PORCH FOYER 2'BLUESTONE ; 0 2' BLUESTONE PROJECT: 2' CONCRETE SETTING BED 2'CONCRETE SETTING BED 4"POURED CONCRETE PAID 4'POURED CONCRETE PATIO SLAB (3000pd)W/6 x 6 SLAB (3000psL) W/6 x 6 PROPOSED RESIDENCE F0/110 WELDED WIRE MESH 110/10 WELDED WIRE MESH 3/4' finished floor FOR 3/4' plywood J N S DEVELOPMENT STUCCO subfloor- typical 1340 SHIP'S DRIVE x SOU 1000-79 03-22 ORK 17 ;.. Y � TJ 230 11r 016' ac THOLD, NEWYORK } — QEACQ sill lates ,14 Reinforcing rods in poured EF 14 Reinforcing rods in poured P concrete haunch and at top of p.c. slab AVERAGE AN12OMDEs concrete haunch and at top of p.c. slab x Termite shield on fiberglass DRAWING TITLE: 2 2' m 2 2' 2 9 sill sealer- typical 2) 5 bars 2) 15 bars 2) #5 bars Z 14 Reinforcing Rods at 36" oc. 6 J4 Reinforcing Rods at 36'oc. �E Q Embedded 10' into center of 6' Embedded 10" into center of 6' � 1/2' dia. Anchor bolts, 18'long, CROSS SECTIONS & DETAILS M 24'oc, 12'max, from corners Concrete wall. COMPACTED BACKFILL I UNEXCAVATED Concrete Wall. w Pre-Bent up and into slabm Pre-Bent up and into slab 18'Vertical x 24" Horizontal o • N ( ) (18 Vertical x 24 Horizontal) SET: ISSUED FOR: DATE: 2) 15 bars 2' 2• BACKFILL Q b • _ )15 �; 2 bars o s 36" vertical stirrups 2' #5 bars 0 24'oc � 2' 15 bars 0 24" oc FOOTINGS ARE TO BE A MINIIMUM OF BELOW FINAL GRADE. d�N ` • vertical stirrups BEAR ON UNDISTURBED SOIL - STEP FOOTINGS AS REQUIRED. #5 bars®24'oc barn- 48' VERIFY SOIL BEARING CAPACIITY-2000 PSI MINIMUM. J5 bars®24" oc s" horizontal • vertical stirrups SEAL: DATE: 18'x 8'CONCRETE FOOTING with (3) 15 BARS- 6' oc(the long way) —i_g• �5 bars- 48'OC April 12, 2018 with 15 BARS- 48' oc(the short way) 18" z 8' CONCRETE FOOTING2 2' 1/2' expansion55 bars between poured with (3) 15 BARS- 6'oc(the long way) with 15 BARS- 487 oc(the short way) concrete floor cab and all walls- typ. PROJECT N0: • • pF NEW 2018-14 15 bars 0 48 oc �� �'� DRAWN BY: vertical stirrups '<P �,,DE�� 'A FOOTINGS ARE TO BE A MINIMUM OF 36'BELOW FINAL GRADE p } 'FO CMA VERIFY DEPTH TO GROUND WATER BEAR ON UNDISTURBED SOIL- STEP FOOTINGS AS REQUIRED. bars- 48' OC f ,. ' �� ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY VERIFY SOIL BEARING CAPACITY- 2000 PSI MINIMUM. ��-s• �� °a� , a CHECKED BY: � w 18" z 8' CONCRETE FOOTING fi ..� JJD with (3)15 BARS- 6' oc(the long way) ZN \' ,�R, SCALE: with 15 BARS- 48'oc(the short way) SOA U72%6'2 1/2" = 1 —0' R S tONSHEET NUMBER: A-303 DOB NUMBER: OF JAMES J DEERKOSKI PE C DEERKOSKI + ARM DESIGN AND ENGINEERING DPC REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DONT) DETAILS .;,� D��r ��41114RING C REFER TO FOUNDATION DETAILS VERIFY FRENCH DRAIN AND SUMP PUMP LOCATIONS DEERKOSKI + ARM ALL BASEMENT WALLS & FRAMING SHALL BE CONSTRUCTED OF "BLUWOOD" MOISTURE RESISTANT FRAMING LUMBER DESIGN AND ENGINEERING D P C 12" PROVIDE 2" CLOSED CELL SPRAY FOAM INSULATION ON ALL EXTERIOR WALLS, & BOX BEAMS 506 MAIN STREET WESTHAMPTON BEACH NY 1 1978 631-767-6071 CARMB888a@AOL.COM '-11' 9• REFER TO EXTERIOR TRIM DETAILS OWNERSHIP & USE OF DOCUMENTS: insulation Specifications: These drawings and specifications including the ideas, design and arrangements represented 3-1/2' x 11-7/8'LVL Ridge beam (VERIFY LOCATION) therein, are the property of Deerkoski + Arm Ridge Vent(Verify ventlation Requirements) * llat—lloo f(ttnvented attic): R-30 (45','closea cell foam) Design & Engineering, DPC. r No part thereof shall be copied, disclosed to 18 ACQ Treated Tappersawn Shingles 0 6 exp. * losers above 111' Onditioned basement: R-30 (4.5 t1osed cell foam) others or used in connection with any work or Cedar Breather or Approved Ventilation Board(as required) 0 Floors above unconditioned garage/cantilever space: R-30 bAtt project other than for which they have been d th Ice and Water Sheld 0 Exterior above grade walls:R-27 (2"closed cell foam -i- R-15 un-faced bath preparewiout written consent. 5/8' CDX Plywood Sheathing 2x8 Rafters— 16"oc. 20'-0' (2) 2'z 10'Rafter Header(VERIFY LOCATION) Teco to Double Rafters 2x6/2x4 STRONG BACK 41/2" 2x8 Ceiling Joists 016"oc. 9�0 \ 4 R-30 Insulation---// nsulation 16'0 12' N g 18' ACO Treated Toppersawn Shingles 0 6'exp. Cedar Breather or Approved Ventilation Board(as required) 151 FELT 202 RIDGE BEAM 0 5/8' CDX Plywood Sheathing 202 HIP RAFTERS 2x8 Rafters— 16'oc. 18'ACQ Treated Toppersawn Shingles 0 6'exp. Cedar Breather or Approved Ventilation Board(as required) NVORK NOTES: 151 FELT CDX Plywood Sheathing 2x10 Rafters— 16'oc. 2x6 Ceiling Joists 0 32"oc R-19 Fiberglass Batt Insulation x14 R4�ecs®16* °,c Zr10 RO ®16'0 c 2x6 Ceiling Joists 0 32 oc 1-3/4'x 117/8' LVL Box beam R-19 Fiberglass Batt Ir.,ulation 2x4-32' x4-32 oc Provide Half Round Gutters 8 WIDE PLYWOOD FOR STORAGE Provide Half Round Gutters Note: NI Gutters are to Drain to DOUBLE JOIST HEADERS 2x10-16' oc CEILING JOISTS Note: NI Gutters are to Drain to TJ 230 x 11 016'OC T Drywells Provided by Building Contractor FOR PULL DOWN STAIRS Drywells Provided by Building Contractor rx 4' Fascia 1'-6' ALIGN1'-0" rx 4'Fascia rx 8" Fascia rx 8'Fascia r V—Groove Soffit "V—Groove Soffit rx6' Frieze Board R-19 Fiberglass Batt Insulation R-19 Sound Insulation "x6"Frieze Board " rx4 Frieze Board Packing 5 8'Type X Sheetrock rx4'Frieze Board Packing 18"Cedar shingles 0 51/2"exposure 18'Cedar shingles 0 5 1/2'exposure Type"X"Gypsum Wall Board on Air Infiltration Barrier Air In 1 2'CDX Sheathing filtration Barrier NI Walls and Ceiling / 9 1/2 CDX Sheathing 2x6-16 oc Wal Studs 2x6-16 oc Wall Studs )'G.W.B. w/Vapor Barrier G.W.B. w/Vapor Barrier _% MUDROOM 5/8' Type X Sheetrock 0 P ROJECT: GARAGE R-19 Fiberglass Batt Insulation PROPOSED RESIDENCE R-19 Fiberglass Batt Insulation "i I/- FOR R-19 Fiberglass Batt Insulation 18'Cedar shingles 0 51/2"exposure J N S DEVELOPMENT DOUBLE JOIST BELOW ALL Air Infiltration Barrier PARALLEL WALLS(TYP) TOP OF HOUSE SUBFLOOR Overhead Garage door— 1/2' CDX Sheathing _ see Elevations 26-16"oc wall Studs 1340 SHIP'S DRIVE TJ 230 x 1 016'OC V G.W.B.w/Vapor Barrier SOUTHOLD, NEW YORK R-pnsuafion 1000-79-03-22 x pressure ea x 12o.c. each way 5 "x 11W APB GIRDER ACQ sill plates pressure treated 14 reinforcing rods o ACQ sill plates � ' A _Inqq 2' Termite shield on fiberglass sill sealer— typical sill sealer— typical DRAWING TITLE: BASEMENT DIA STL COLUMN s, 1> ba #5 buia " " ' �bars 046"OC '�•,��� °'A°E 1/2 dia. Anchor bolts, 18 long, b horizontal CROSS SECTIONS & DETAILS 24'oc, 12'max. from comers 24" oc, 12' max. from comers GARAGE FOUNDATION 15 bars 0 48" oc UNEXCAVATED — COMPACTED RCA 8' THICK CONCRETE WALLS bars 048" oc X vertical stirrups 2) 15 bars GARAGE FINISH FLOOR: with 15 BARS — 48" oc (BOTH DIRECTIONS — TYP) horizontal Y 6' REINFORCED CONCRETE SLAB with (2) 15 BARS AT TOP do BOTTOM W/6x6 W2.OxW2.0 EPDXY COATED WWM PROVIDE A MINIMUM OF 2'CONCRETE COVER ON REBAR 15 bars 0 48'oc S ET: ISSUED FOR: DATE: ON VAPOR BARRIER OVER (2)15 ba vertical stirrups z 15 bars 048" oc COMPACTED ALL 18'x 8"CONCRETE FOOLING 2' 2' 15 bars 0 24' oc ¢ with (3) 15 BARS— 6 oc(the long way) vertical stirrups m vertical stirrups with 15 BARS— 48"oc(the short way) ' 15 bars 0 24' oc 121 W L—_—6• 15 bars — 48" OC 15 bars 048" oc horizontal 18' x 8' CONCRETE FOOTING vertical stirrups • 4'CONCRETE SLAB with (3) 15 BARS— 6"oc(the long way) 15 bars— 48' OC 1-6 ON VAPOR BARRIER 24 x 24 X 12 CONC FTG S EAL: DATE: COMPACTED GRAVEL ALL OR with (4) 15 BARS— 6 with 15 BARS — 48 oc(the short way) oc 18'x 8'CONCRETE FOOTIN April 12, 2018 CLEAN SAND (BOTH DIRECTIONS— TYP) (2)15 b with (3) 15 BARS— 6'oc(the long way) 1/2"expansion joist between poure 2' Y ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITYwith 15 BARS— 48" oc(the short way) concrete floor slab and all walls— tyI. PROJECT NO: • 2018-14 Clean compacted sand 15 bars 0 48' oc— OF NEIN DRAWN BY: vertical stirrups -(� Y0 DEF_ ,p CMA Excavate and Deepen Footing 115 bas— 48 OC 1�_6 ,�Y� ` >i` ��o(P CHECKED BY: as r StableuiM terired fa Bearing on til' = SCALE: JJD "5ONP�,�'� SHEET NUMBER: ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY SI 18"x 8"CONCRETE FOO11N A-304 With (3) 15 BARS— 6' oc(the long way) with 15 BARS— 48"oc(the short way) DOB NUMBER: OF JAMES J DEERKOSKI PE �C OEERKOSKI + ARM DESIGN AND ENGINEERING OPO REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND 11E DOWN DETAILS IVN Et V'11zMr EIIN DPC REFER TO FOUNDATION DETAILS t•_a• VERIFY FRENCH DRAIN AND SUMP PUMP LOCATIONS DEERKDSKI + ARM 22'-6" ALL BASEMENT WALLS & FRAMING SHALL BE CONSTRUCTED OF "BLUWOOD" MOISTURE RESISTANT FRAMING LUMBER DESIGN AND ENGINEERING D P C PROVIDE 2" CLOSED CELL SPRAY FOAM INSULATION ON ALL EXTERIOR WALLS, & BOX BEAMS 506 MAIN STREET WESTHAMRTON BEACH NY 11976 631-767-6071 CARMB88B@AO L.COM REFER TO EXTERIOR TRIM DETAILS OWNERSHIP & USE OF DOCUMENTS: MATCH RIDGE HEIGHT 4 Insulation Specifications: These drawings and specifications including the ideas, design and arrangements represented 1-3/4'x 11-7/8" LVL Ridge beam (VERIFY LOCATION) therein, are the property of Deerkoski + Arm Ridge Vent(Verify ventilation Requirements) 11-0" w llot=Roof(unvented attic): R-30(4.501closdA ceft foam) Design & Engineering, DPC. 18' ACO Treated Tappersawn Shingles 0 6'ezp. "w Floors above unconditioned b�1S2YYeltf: .R-aEt( .5 No part thereof shall be copied, disclosed to closed cell foal ) others or used in connection with any work or Cedar Breather or Approved Ventilation Board(as required) v Floors above unconditioned garage/cantilever space: R-30 Hiatt project other than for which they have been prepared without written consent. Ice and Water Sherd • Exterior above grade walls: R-27 (2"closed cell foam 4- R-15 un-faced batt) 5/8" CDX Plywood Sheathing x6 Collar Ties 016'oc 2x8 Rafters- 16"oc. ��s,16 oc.• 4&11-7116 &o6 REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING,FASTENING AND TIE DOWN DETAILS 2z6 /20 STRONG BACK 2x6/20 STRONG BACK � Q= 2x8 Ceiling Joists 016"oc. Q= � 8 R-30 Insulation R-30 Insulation—/ vis•�6� •Type"X" Gypsum Wall Board on All Walls and Ceiling R-19 Fiberglass Batt Insulation SECOND FLOORWORK NOTES: Ea BEDROOM1CLOSET BALCONY HALL 3 25 R-19 Fiberglass Batt In lotion 1-3/4"x 117/8'LVL Boz beam Provide Half Round Gutters 5�x 18'LVL FLUSH HDR Note: All Gutters are to Drain to R-19 Fiberglass Batt Insulation Drywells Provided by Building Contractor TJI 230 x 11 016 OC TSA 230 z 11 �' 016• OC rx 4" Fascia rx 8'Fascia— R-19 Sound Insulation r V-Groove Soffit rx6'Frieze Board REFER TO DETAIL rx4"Frieze Board Packing X 18'Cedar shingles 0 5 1/2' exposure Air Infiltration Barrier 1/2"CDX Sheathing F= 2x6-16" oc Wall Studs )" G.W.B. w/Vapor Barrier 3 i GREAT ROOM FOYER41 b I & R-19 Fiberglass Batt Insulation STAIRHALL PROJECT: FIRST FLOOR PROPOSED RESIDENCE PROVIDE HANDRAILS ON STAIRS AS REQUIRED BY GRADE FOR PROVIDE HANDRAILS ON PLATFORM AS REQUIRED BY GRADE R-19 Fiberglass Batt Insulation J N S DEVELOPMENT DOUBLE JOIST BELOW ALL PARALLEL WALLS(TYP) 3rx 11r LVL FLUSH HDR • 1340 SHIP'S DRIVE 1-66R-30 Insulation R-30 Insulation M Pol 0 0 0 ONOM M M S O UT H O L D NEW YORK —\ TA 230 x 11 r 016'OC TJ 230 x 11 r16'OC 1000-79-03-22 x 5 pressure treated ACQ sill plates 5N' x 11�APB GIRDER (VERIFY LOCATION) � o I(— / Termite shield on fiberglass — / sill sealer- typical DRAWING TITLE: GRADE 2) 5 bars 12" oc JOISTS UNDER KITCHEN AREA 0 1/2" dia. Mahar halts, ta'long, � — • CROSS SECTIONS & DETAILS M 24'oc, 12' max. from comers g 4" REINFORCED CONCRETE SLAB W/6x6 WWM s ON VAPOR BARRIER — 2iSET: ISSUED FOR: DATE: Z COMPACTED GRAVEL ALL OR— L Q CLEAN SAND b I o #5 bars 0 24'oc o ; N vertical stirrups BASEMENT #5 bars 0 24'oc Q W horizontal 1,21 W � SEAL: DATE: --(2) #5 bars 24'x 24" X 12' CONIC FTGApril 12, 2018 2' 2' with (4)#5 BARS - 6'oc 1/2' expansion joist between poured (BOTH DIRECTIONS - TYP) — — concrete floor slab and all walls- typ. 3;i"DIA STL COLUMN PROJECT NO: RAqFWFNT Sl AR HFICHT 41— • 4' PCSLAB 2018-14 15 bars 0 48" oc 15 bars 0 48"oc DRAWN BY: • vertical stirrups L J vertical stirrups CMA 14 �1'-6' 15 bars-- 48" OC 15 bars- 48'OC OF NEtV CHECKED BY: 18' x 8' CONCRETE FOOi1NG • DEFR� O� JJD 18 z 8 CONCRETE FOOTIN with (3) ¢5 BARS- 6" oc(the long way) * ' OSS SCALE: with (3) 15 BARS- 6 oc(the long way) „ with 15 BARS- 48” oc(the short way) with 15 BARS - 48' oc (the short way) n ��,j �• w 1/2 = 1 —0 M SHEET NUMBER: ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY A-305 DOB NUMBER: OF JAMES J DEERKOSKI PE CO DEERKDSKI + ARM DESIGN AND ENGINEERING DPC • " '.; moi ;� #� i GINVERINO DPC DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 506 MAIN STREET WESTHAMPTON BEACH NY 1 1978 631-767-6071 CARMBG88@a AOL.COM OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of Deerkoski + Arm Design & Engineering, DPC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. 2x blockin 5/4 x 4 AZEK FASCIA 5/4 blockin 5/4 x 8 AZEK FASCIA ��' 5/4 x 4 AZEK RAKE BOARD �8Y» 5/4 x 8 AZEK RAKE BOARD `�F9yc 'c 400 WORK NOTES: 4111 4 N CV 3/4'PLYWOOD SUBFLOOR 9'overhan 5' HALF ROUND ALUMINUM GUTTER w/2Y LEADERS RAFTERS NOTCHED AT TOP PLATE I Plywood Ou Sheathing 5/4 x 4 AZEK FASCIA -S �^ 1' 6" EJ TJ 5/4 x 8 AZEK FASCIA 5/4 x 8 AZEK fasci 5/4 blocking I 2x6 sub fasci 5/4 x 6 AZEK FROZE/HEAD CASING 1 x 4 AZEK v-groove vented soffit 5/4' x 6' AZEK trim /4 blocking PROJECT: PROPOSED RESIDENCE FOR TYPICAL DORMER SOFFIT DETAIL TYPICAL FLYING RAKE AT SIDEWALL DETAIL TYPICAL SOFFIT DETAIL JNS DEVELOPMENT SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 1340 SHIP'S DRIVE SOUTHOLD, NEW YORK 1000-79-03-22 DRAWING TITLE: EXTERIOR DETAILS SET: ISSUED FOR: DATE: SEAL: DATE: April 12, 2018 PROJECT NO: 2018-14 DRAWN BY: \ P��OF Nt tV CMA U�FO R/r pp CHECKED BY: kpJJD SCALE: M u W1 11 1, SHEET NUMBER: A�OFE3510NP \ A-306 DOB NUMBER: OF JAMES J DEERKOSKI PE CQ DEERKOSKI + ARM DESIGN ANo ENGINEERING DPC